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R-2019-018 Approved Plan SetPROJECT DATA CONSULTANT LIST PROPOSED PROJECT LOCATION: 20600 Rodrigues Ave. CUPERTINO 95014 JURISDICTION: COUNTY OF SANTA-CLARA 2016 CALIF. BUILDING CODE DESIGNER: STRUCTURAL ENGINEER: SOIL ENGINEER CONSTRUCTION TYPE: NEW CONSTRUCTION 2016 CALIF. RESIDENTIAL CODE JACKSON & PARTNERS WESLEY LIU ENGINEERING GARY HSU RESIDENTIAL NEW CONSTRUCTION APN: 359 11 019 2016 CALIF. PLUMBING CODE 3561 HOMESTEAD ROAD #1100 7246 SHARON DRIVE # O CAPEX ENGINEERING FIRE SPRINKLER SYSTEM: FULLY SPRINKLER 2016 CALIF. MECHANICAL CODE SANTA CLARA, CA 95051-5161 SAN JOSE,CA 95129 650.701-6681 650.861.2039 LOT SIZE: 9,370SF 2016 CALIF. ELECTRICAL CODE JACKSONSPARTNER@GMAIL.COM WESLEYLIUIU@YAHOO.COM WESL408.973.1839LIN RESIDENCE ZONING: R1-7.5 2016 CALIF ENERGY CODE OCCUPANCY R3 U CALIF. GREEN BUILDING 20600 Rodrigues Ave.CUPERTINO 95014 STANDARD TYPE OF CONSTRUCTION: V-N-FULLY SPRINKLER STANDARD CODE ENERGY CONSULTANT SURVEYOR: YARMILA VERA KENNETT Kacie Plouff LOT SIZE 9,370 SQ.FT CUPERTINO MUNICIPAL CODE 15231 PERRY LANE MORGAN HILL CA Christensen & Plouff Land Surveying 95037 408-755-9784 YARMILAVERA@NETSCAPE.NET kacie@cplandsurveying.com 11 MANUFACTURE CONTACT • EAGLE ROOFING (800)-998-3245 EAGLEROOFING.COM. FLOOR AREA RATIO CALCULATION: BUILDING COVERAGE CALCULATION: GAF ROOFING (877)423-7663 GAF.COM MAX F.A.R: 45%(9,370)=4216.5 SQ.FT MAX COVERAGE: 45%(9,370)=4,216.5 SQ.FT . VELUX SKYLIGHT VELUXUSA.COM FIRST FLOOR: FIRST FLOOR & GARAGE:2,925 SQ.FT MAIN UNIT 2,061 SQ.FT FRONT PORCH: 135 SQ.FT SECOND FLOOR OVERHANG:O SQ.FT ■ ■ ■ ADUA42 SQ.FT EAVES OVER HANG:531 SQ.FT FIRE NOTES TOTAL:2925 SQ.FT PROPOSED COVERAGE:3,591 SQ.FT(38.3%) SECOND FLOOR:1,291SQ.FT 2 AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT NEW BUILDINGS AND STRUCTURES WITH GROUP R FIRE AREA. PER REQUIREMENTS OF CFC 903.3.1.3 AUTOMATIC SPRINKLER PROPOSED F.A.R:4,216 SQ.FT(44.99%) SYSTEMS IN ONE -AND TWO-FAMILY DWELLINGS, AND TOWNHOUSES SHALL BE INSTALLED THROUGHT IN 7-7-77 SETBACK REQUIREMENT: ACCORDANCE WITH NFPA 13D. ED REQUIRED PROPOSED SETBACKS 1ST FLOOR 1ST FLOOR 2ND FLOOR 2ND FLOOR GROUP U PRIVATE GARAGES AND CARPORTS ACCESSORY TO R-3 OCCUPANCIES- CARPORTS WITH HABITABLE SPACE ABOVE AND ATTACHED GARAGES,ACCESSORY TO GROUP R-3 OCCUPANCIES SHALL BE FRONT(RODRIGUES) 20'-0" 20'-0" 25-0" 2T-14" PROTECTED BE RESIDENTIAL FIRE SPRINKLERS IN ACCORDANCE W/THIS SECTION. RESIDENTIAL FIRE REAR 20'-0" 20'-1" 25-0" 35-04" SPRINKLER SYSTEM SHALL BE CONNECTED TO AN INSTALLED W/AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER 20600 SYSTEM THAT COMPLIES WITH NFPA 13D SPRINKLER SYSTEMS AS AMENDED BY THE CITY OF SAN JOSE. RIGHT(TERRY) 12'-0" 17'-0;" 15'-0" 20'-14" FIRE SPRINKLER SHALL BE RESIDENTIAL SPRINKLERS OR QUICK RESPONSE SPRINKLERS, DESIGN TO PROVIDE LEFT 5-0" 11'-01. 15-0" 15'-111" A MINIMUM DENSITY OF 0.05 GPM/SQFT(2.04mm/MIN) OVER THE AREA OF TE GARAGE AND OR CARPORT,BUT NOT EXCEED TWO SPRINKLERS FOR HYDRAULIC CALCULATION PURPOSES. GARAGE DOORS SHALL NOT BE CONSIDERED OBSTRUCTION WITH RESPECT TO SPRINKLER PLACEMENT. LOWER ELEV POINT AT BUILDING EDGE:102.94' HIGHEST ELEV.POINT AT BUILDING EDGE: 103.85' BALCONIES AND DECKS -SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR BALCONIES,DECKS AND AVERAGE FLOOR ELV.POINT: 103.4' GROUND FLOOR PATIOS OF BUILDING WHICH HAVE AB AUTOMATIC FIRE SPRINKLER SYSTEM. PROVIDED THERE IS ROOF OR DECK ABOVE. SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE �LLIL Ll j PERMITTED TO BE LOCATED SUCH THAT THEIR DEFLECTOR ARE WITHIN 1 INCH TO 6 INCHES BELOW THE PROJECT DESCRIPTION STRUCTURAL MEMBERS AND A MAX. DISTANCE OF 14 INCHES BELOW DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST CONSTRUCTION. 1. DEMO EXISTING 1416 SQ.FT SINGLE FAMILY HOUSE WITH ATTACHED SPRINKLER PERMIT(NEW) SUBMIT SHOP DRAWINGS AND PERMIT APPLICATION TO THE SAN JOSE FIRE GARAGE of460 SQ.FT DEPARTMENT FOR APPROVAL BEFORE CONSTRUCTION. A COPY OF THESE PLAN CHECK COMMENTS WILL BE 2. PROPOSE (N) 2 STORY HOUSE WITH 3792 SQ.FT OF LIVING AREA WITH REQUIRED AT THE TIME OF PERMIT APPLICATION. ATTACHED GARAGE OF 422 SQ.FT AND AN ATTACHED ADU OF 449 SQ.FT WATER SUPPLIES AND FIRE HYDRANTS. THE REQUIRED FIRE FLOW SHALL NOT BE LESS THAN 1500 GA PER MIN 3. REPAVES THE EXISTING DRIVE WAY AT 20PSI. THE FIRE FLOW SHALL BE AVAILABLE FROM 1 FIRE HYDRANT.THE MAX.DISTANCE FROM ANY POINT ON STREET OR ROAD FRONTAGE TO A HYDRANT IS 250FT. FIRE HYDRANT LOCATION:WHERE A PORTION OF PROJECT INDEX OF THE FACILITY OR BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION IS MORE THAN 400 FT FROM A HYDRANT ON A FRE APPARATUS ACCESS ROAD, AS MEASURE BY AN APROVED ROUTE AROUND THE EXTERIOR OF THE FACILITY OR BUILDING, ONSITE FIRE HYDRANT AND MAINS SHALL BE A-1 COVER PAGE PROVIDED WHERE REQUIRED BY THE FIRE CHEF, I PROSEC' RTE D-1 DEMO PLAN M&G NAMwi MIDER FIRE ACCESS: THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY ELEV- 100.017, ASSUMED A-2 SITE PLAN WITH THE REQUIREMENTS OF THIS SECTION AND SHALL EXTEND TO I A-3 FIRST FLOOR PLAN WITHIN 150FT OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS -- ----- ----- ---------------------------------------------------------------------- -- /--- ----- ----- ----- ----- - A-4 SECOND FLOOR PLAN OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS A-5 NORTH/SOUTH ELEVATION MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE I Q OLE ` BUILDING ][�®DGI�dGgJES AVENUE -- — A-6 WEST/EAST ELEVATION . -------------------- -- ----------------------0-----------------------------------_ _ _—---- A-7 ROOF PLAN �� > WAS 47M M Em 97.6 A-8 SECTION PLAN GENERAL NOTE A-9 DETAILS Lj ,-,, - ., e e,_ F-1 FLASHING DETAILS ELECTRICAL PLAN FIRST FLOOR ALL WRITTEN DIMENSIONS SHALL OVER TAKE PRECEDENCE OVER SCALED DIMENSIONS. `,, •,?`,v,,-`a• ; `a. a `v: b `v: v `�' q `a `a v a 1 a �V_ a ;i 'a ; ,'a P , a.a .'a . a - a'a a 4 a4E-1 ,'a,,e- E-2 ELECTRICAL PLAN SECOND FLOOR ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF b ` q ` • o N89?4'00°E 74.7T q'-'�,'-'a FAD a a a a' .a,,.a. T24-1 JACKSON AND PARTNERS PRIOR TO START OF CONSTRUCTION. a _ -' - '' `" HEDGE a ,', v .,'.`v `° oe; `` TITLE 24 (1) LOCATION OF UTILITIES AND EXISTING CONDITIONS AT SITE TO BE VERIFIED PRIOR a.' a. a. q. e,- ". a'1 - a a T24-2 TITLE 24 2 TO CONSTRUCTION BIDDING. _ v o T24-3 TITLE 24 ADU ALL WORK APPLIANCES AND EQUIPMENT SHALL COMPLY WITH C.E.0 TITLE ° 24 RESIDENTIAL ENERGY STANDARDS. v v v .a 1 OF 1 TOPOGRAPHIC SURVEY BUILDING CONTRACTOR:°=; �' C-1 GRADING AND DRAINAGE PLAN RESPONSIBILITY FOR METHOD AND MANNER OF CONSTRUCTION AND FOR ALL es a- r, a, a, e, `' ' ' v' - - - - - - -_ JOB SITE SAFETY DURING CONSTRUCTION SHALL BE SOLELY AND COMPLETELY b a= e v.. v v•`v_v a,a °.a, ' F-1 FLASHING DETAILS RESPONSIBLE FOR METHOD & MANNER OF ALL WATERPROOFING. 9'-10" v. 4"," CONC a , LIDLANDSCAPE DOCUMENTATION BUILDER/CONTRACTOR SHALL REFER TO SOIL REPORT, GRADING & DRAINAGE PLAN, AND ALL WATERPROOFING FENCE 1"' WALK __ a E'LY OF P/L SLAB ELEV- L1 WORK TO BE PERFORMED BY NHQ CERTIFIED WATERPROOFING COMPANY. a, ATE 102.34 a 4. PLANTING PLAN SHALL PROVIDE THE BUILDING OWNER, MANAGER, AND THE ORIGINAL OCCUPANTS o F, ` HOSE L2 LANDSCAPE DETAILS A LIST OF THE ENERGY- SAVING CONSERVATION FEATURES DEVICES, MATERIALS AND v a • °.a GARAGEa CLEAN - e L3 IRRIGATION PLAN COMPONENTS INSTALLED IN THE BUILDING, AND INSTRUCTIONS �BM o b , . o b' ouT Bo-o-'" a.a � ON HOW TO USE THEM EFFICIENTLY, SUCH FEATURES INCLUDE HEATING, COOLING, � a , .,, ® ATE 12'rr" -• < - 2 L4 LANDSCAPE SPECIFICATION WATER HEATING, AND LIGHTING SYSTEMS, AS WELL AS INSULATION, WEATHER _`<- 0 o a ' 'ab.' v S-0 STRUCTURAL GENERAL NOTE STRIPPING WINDOW SHADES, AND THERMAL MASS MATERIALS, THE INSTRUCTIONS SHALL BE CONSISTENT WITH SPECIFICATION a a o ' .o" STF. I ( COOPfA 9'101 ° - S-1 4 "�` - aciEL ^a=, FOUNDATION PLAN BUT FORTH BY THE EXECUTIVE DIRECTOR. 7FT. TALL 4 �u a.'' a.; °•;; TH EL = S 2 STRUCTURAL DETAILS ITEMS TO BE DEFERRED:GAS LINE SIZING CALCULATION & STAIRWAY. wCOD FENc� _- ;�; - v �. S-3 SECOND FLOOR FRAMING PLAN FIRE SPRINKLER: TO BE REVIEWED AND APPROVED UNDER SEPARATE PERMIT. vrFI ° ,, 20600 ROLDGRIGUES AVE. S➢NGLE FAMMY fl8EMDENCE �,• �� - � —wsmw S-4 CEILING FRAMING PLAN °'i ROOF PEAK ELEV- 119.W S-5 ROOFING FRAMING PLAN a ,' PARCEAREA= 9,sy. ft.022 acres � '.e_' > 1� 370 , v'` S-6 STRUCTURAL DETAILS S-7 T / wSrump - ELEV_�M `�. loa.B PROJECT MAP STRUCTURAL DETAILS li , -• Stevens Creek Blvd » Stevens Creek Blvd -• - » Stevens Creek Blvd © u Chevron Q J qLe Boulange- U "Q 5" WIDE WIRE a v .' .� , • _ - • a , - a ," <'; 4 - P, _ _ 2J 8- <, CLEARANCE _ ,, _ ,',-- ' -r ` - iQ v no ® �Fontana's Italian Phil, Coffee PPY ' ©Ha Lemo EASEMENT b ' ,, ,v q -••?QTTk ^/' v ' vie,Psv v q v `Q V `V , N iil. I <, DEFERRED SUBMITTAL Union Church Ostaples Q Hon Fu Podium Condominiums of Cupertino QCrysalChoirCrysalHall HomeGoods Q Q Q Sprouts Farmers Market i.� . v a • , , _ • , , _ , - ' a , • a ; a ; ` �' ' � a ,v `Q , ,v 1�W P, ` 4.a ` 'e 'e v'<; Piert ,li mperHotel ®Cuperiino.0 .`V - - II.l[C Y77['➢Q., 'ib 'r_ 'a�, 'r, 'ate -'e� a, - city QCenter - �_• a' Apartments Q Chateau Cupertint William Faris m \ Censer Apartments entarySchoolT sconemor so id or scogemor c,r Ave cnr: Ave P°e The Bit -.,v a •`a V`� `�,`a „. a .`a, a rjj� • �, - G ., , _ ,', - d', - < A. r - - :_ �- AVdN NCB - --. - ` a FIRE SPRINKLER PRIOR TO INSTALLATION Seagate Technology �,� ' v b v q vim\ -__ �`►•[f l __ _ __- ., GAS SIZING CALCULATION PRIOR INSTALLATION AND STAIRWAY. e naBthoolAgeQ f n 4secdJ Li, Cupertino Waterfall oa',n v v a :v oa a �o� q a aa' <' -'' - < - Child Center x su"r:e or s,ee or 5 Labt25 SJC3Q _ 11�_e�� v va d `V ' Fa�oes SushiKum ©Chase Bank Prop Tree to a , , _ _ s Community Development Department Planning Division —Cupertino - R,drig... Ave �2?'Q. Rodrigues Avenue © Rodrigues Ave nmd:ve-home Design Worlds y hurch of m `o ®Cupertino City Hall Christ of Latter_. Wells Fargo Bank 0—0rae—yis FENCE COR S89. '00"W 94.23' �4 -r.4 av $2"' WLY & D.2' E'LY 7F7 TALL 2 1 ` OFP/L WOOD FENCE ih-FRUIT FENCE Gz"' � ,v �• v UTEL=671Utr WILY OF P/L II�� r No APPROVED aneiiyar selivPr ~ei,ar f - T.-,t OCupertmo s&Codeng Q eme,U Permrts&Codes " a " eBitter+Sweet 1B�,a"3n ]POLEv v 5"WIDE WIRE '` 5"PUBLIC 'e';a- UTILITY i.II u e Cise# R-2019-018 Bright Heart Yoga Studio - 05. © q Curry House Japanese Cupertino Library ELA5EME TE EASEMENT sdes c"iec` Curry&Spaghetti ,', _ N A M E : TOPOGRAPHY SURVEY Application Number(s) _, ManjulPaMgndhan® somereer or S C A L E: 1/8"=1'-0" _ MD. Prof Corporation ®99 Ranch Market Cupertino Dental Group® Nancy ct g A:) orov@ I Body: Director / Staff T.I. c' Silicon Valley A rov� I Date 11 /08/19 Surgical Arts QCVS B o t„p1,,or Si nature Erick Serrano q FLEX College Prep V 976 Pacifica Dr Pacifi raqp Manager ar' c �2 d= Qo ad 0o Y v R W O 2 L O > C/) Q C/) Oz J LUG ) LO Q DX LU _ �O O) 07� 0� EL2i Oiz O oW 0 o oU � a_ILL N Cl) 0� LU z 0 Q J_ a. V��n 0 Z w 0 Z Cl) Q C'7 Z V gyp^^ V J 00 � U o OREVISION DATE A ZL 0 DRAWN BY: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE JOB: 042219 SIGNATURE: SCALE: AS SHOWN COVER PAGE CI PUBLIC WORK NOTES: 1. APPROVAL OF THESES PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY OF THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSION CONTAINED THEREIN. IF DURING THE COURSE CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF /OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THERE IMPROVEMENT PLANS; THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE I MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND OR/CONTRACTOR. 2. CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. - - - - - - - - 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 5. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES, 6. UTILIZE BEST MANAGEMENT PRACTICES(BMP'S)AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY °®�� AVENUE ACTIVITY,WHICH DISTURBERS THE SOIL. _ �J 7. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15.NO HILL SIDE SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. - - - - - - - - 8. ALL NEW ELECTRICAL SERVICE(POWER, PHONE, AND.OR CABLE)SHALL BE UNDERGROUND 9. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. _ 4" TRISTANIA CATCH I�ASHN 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO ° LAURINA CITY LANDSCAPED AREAS. WA=Pl TREE ENV EL- 97.13 11. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ]p3 ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. \ 12. IF THE PROJECT DAMAGES THE CITY'S SIDE WALK, DRIVEWAY, OR CURB AND GUTTER AS RESULT OF CONSTRUCTION ACTIVITIES, THE PROPERTY OWNER WILL BE RESPONSIBLE TO REMOVE AND REPLACE ANY DAMAGES AS DIRECTED BY THE PUBLIC WORK INSPECTOR. 13. RODRIGUES AVE AND TERRY WAY ARE RECENTLY PAVED; THEREFORE, A STREET CUT MORATORIUM IS IN PLACE FOR A PERIOD OF THREE YEARS. HOWEVER, EXCEPTION CAN BE GRANTED WITH PROPER PAVEMENT RESTORATION SUCH AS SLURRY SEAL. THEREFORE CONC. ADDITIONAL COST MAY BE ADDED TO ANY UTILITY WORK IN THE PAVEMENT. APRON o � o � FIRE DEPARTMENT NOTES. SS 1. REVIEW OF THIS DEVELOPMENT PROPOSAL IS LIMITED TO ACCEPTABILITY OF SITE ACCESS AND WATER SUPPLY AS THEY PERTAIN TO W' FIRE DEPARTMENT OPERATIONS, AND SHALL NOT BE CONSTRUCTED AS A SUBSTITUTE FOR FORMAL PLAN REVIEW TO DETERMINE COMPLIANCE WITH ADOPTED MODEL CODES. PRIOR TO PERFORMING ANY WORK THE APPLICANT SHALL MADE APPLICATION TO, AND PER D-1 NEW JOINT TRENCH FOR GAS N89?4'00"E 74.77' PA RECEIVE FROM, THE BUILDING DEPARTMENT ALL APPLICABLE CONSTRUCTION PERMITS. DETAIL 9 , 'ELECTRICAL,TELEPHONE AND 2. FIRE SPRINKLER REQUIRED: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE -AND TWO-FAMILY ' CABLE SERVICES TO HOUSE DWELLINGS AS FOLLOWS:IN ALL NEW ONE -AND TWO FAMILY DWELLINGS AND IN EXISTING ONE AND TWO FAMILY DWELLINGS WHEN SS / CONTRACTOR TO HEDGE ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA TO MORE THAN 3,600 SQUARE FEET. EXCEPTION: A ONE TIME ADDITION TO W COORDINATE WITH PGE AN EXISTING BUILDING THAT DOES NOT TOTAL MORE THAN 1,000 SQUARE FEET OF BUILDING AREA. NOTE: THE OWNER(S), JT CONTRACTOR TO VERIFY ON OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEY OF / FIELD (E) 4" MIN. SEWER RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. NOTE; LATERAL CONNECT (N) COVERED PORCHES, PATIOS, BALCONIES, AND ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. A STATE OF CALIFORNIA SEWER LINE TO (E) SEWER CDY L.S LICENSED(C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND ° SS LINE _ APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CRC.313.2 AS ADOPTED W CO AND AMENDED BY CUPMC. JT W SS 2 �; 3. WATER SUPPLY REQUIREMENTS: PORTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE SS PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO W y N CONTACT THE WATER PURVEYOR SUPPLYING THE SIRE SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER -BASED FIRE PROTECTION SYSTEMS, 15'- 11" N _ AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY 2nd st ry set back SS MANNER TO AN APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. W/ - - - FINAL APPROVAL OF THE SYSTEM(S) UNDER CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE WITH THE 1r t story set back \1\021 - HAS" TRISTANIA REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY THE �, - PORCH XAURINA CITY APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7 o rn J i TREE 4. ADDRESS IDENTIFICATION: NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD 6' wood fenc z J - FRONTING THE PROPERTY. THESES NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC Ag wo NUMBERS OR ALPHABETICAL LETTER. NUMBERS SHALL BE A MINIMUM OF 4INCHES(101.6MM) HIGH WITH A MINIMUM STROKE WIDTH OF- 0.5 INCH(12.7MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A z MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. CFC SEC. 505.1 Op ❑$ z �� 5. CONSTRUCTION SITE FIRE SATIETY: ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER m L] 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7. PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TO THE PROJECT. CFC CHP .33 p 3 ° SANITARY DISTRICT: : 01 ID 1. CUPERTINO SANITARY DISTRICT CONNECTION PERMIT FEE(250$) IS REQUIRED FOR THE SUBJECT IMPROVEMENTS. PLEASE DO NOT k_ L: - - - �� -° JL 5'-14" ISSUE ANY BUILDING PERM ITS(O.C7101) o PRIVACY - - - 1T-01" 2. EXISTING SANITARY SEWER LATERAL SHALL BE DISCONNECTED AND CAPPED IN THE PRESENCE OF A DISTRICT INSPECTOR. OWNER p SCREENING TR�E O - - L 2nd o TO CALL THE DISTRICT AT LEAST 48 HOUR PRIOR TO WORK TO SCHEDULE AND DISTRICT INSPECTOR. (O.0 5203) BE PLANTED PRIO n BUILDING FINAL S E L - - - ry II 1 rst story set bark °(D- LA-SCAPE PL N OR 3. INSTALL NEW PROPERTY LINE CLEANOUTS TO DEISTIC'S STANDARDS. PROPERTY LINE CLEANOUTS MUST BE WITHIN 5 FEET OF THE TYPE OF� PRIVA Y CREENIIJG.TREE PROPERTY LINE. CLEANOUTS SHALL BE THE SAME DIAMETER AS THE STREET PORTION OF THE SERVICE LATERAL. GRAVITY LATERAL IS ° ° 0 4" DIAMETER MINIMUM(O.0 4101) SEE DETAIL 12 . �° ° ' 1" GINKO CITY 4. CLOSED-CIRCUIT VIDEO OF THE NEW PROPERTY LINE CLEANOUTS, POINT OF CONNECTION AND DISTRICT LATERAL IS REQUIRED ° I j \,TREE PRIOR TO CLEARANCE FOR CITY OF CUPERTINO FINAL INSPECTION. OWNER MUST ALLOW DISTRICT AT LEAST 48 HOURS NOTICE TO I j SCHEDULE A DISTRICT INSPECTOR FOR A VIDEO INSPECTION. DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH WRITTEN U I p I_� I, j set bac c� NOTIFICATION UPON COMPLETION OF INSPECTION.(O.C.7102). � , I I 2nd story 5. AN APPROVED BAC-KFLOW DEVIDE(IAPMO OR UPC APPROVED) IS REQUIRED SINCE THE LOWEST FINISHED FLOOR WITH PLUMBING IS LESS THAN(V) FOOT ABOVE THE RIM OF THE NEAREST UPSTREAM MANHLE(O.0 4105). THE BACKFLOW DEVICE WILL BE INSPECTED TO _ _ _ ° VERIFY EXISTING AND SERVICEABILITY BY A DISTRICT INSPECTOR AT THE TIME OF VIDEO INSPECTION. DISTRICT TO PROVIDE BUILDING - - CO DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION. (O.C.7102) SEE DETAIL �° � - ----- L LL SEWER LATERAL WORK: U = 1. ALL PROPOSED SEWER LATERAL WORK SHALL BE DONE PER CITY PUBLIC WORKS DEPT.& BLDG.DEPT. SPECIFICATIONS. L J ° 2. ELEVATIONS & LOCATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY ° I, CONSTRUCTION AFFECTING SAID LINES. CONTACT USA @ (800)642-2444 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION. 3. THE CONTRACTOR SHALL RESTORE ALL DAMAGED, REMOVED OR OTHERWISE DISTURBED WALLS, FENCES, SERVICES, UTILITIES, °REMO E �2" F IMPROVEMENTS OR FEATURES OF WHATEVER NATURE, DUE TO CONTRACTOR'S WORK. L o 4. THE CONTRACTOR SHALL COORDINATES HIS WORK WITH THE INSTALLATION OF FACILITIES BY PG&E, PACIFIC BELL, & CABLE TV II ; Q INSTALLATION AS REQUIRED. VALVE BOXES & MANHOLES, & STRUCTURES TO BE SET TO GRADE IN CONCRETE AFTER PAVING. e 5. ALL STREET MONUMENTS & OTHER PERMANENT MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BEFORE ° 5 ACCEPTANCE OF THE IMPROVEMENT BY THE CITY ENGINEER. ° m 1" LOPHOSTEMON 6. FOR LANE CLOSURES. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN & OBTAIN APPROVAL FROM THE CITY PUBLIC 5" WIDE WIRE ` ° ° CITY TREE WORK ENGINEER BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE FLAG -MEN, CONES OR BARRICADES AS CLEARANCE °� NECESSARY TO CONTROL TRAFFIC & PREVENT HAZARDOUS CONDITIONS PER THE REQUIREMENT OF THE CITY ENGINEER. EASEMENT * 7. NO TRENCHES SHALL BE LEFT OPEN OVERNIGHT IN STREET AREA, USE STEEL PLATING OR HOT -MIX ASPHALT AS REQUIRED TO o o o PROTECT OPEN TRENCHES OVERNIGHT. o - - - - LI 8. EXISTING IN -GROUND SEPTIC TANK TO BE REMOVED(' OF BOTTOM MIN). FILL WITH SAND (90% COMPACTION) TYP. El SITE PLAN NOTES: ° CD °00 GENERAL: PUBLEC = SEE OWNER FOR UPGRADE HARDSCAPE FINISH FOR DRIVEWAY, WALKWAY & PATIO © NEW CURB CUT AND DRIVEWAY ° ALL METAL ANCHORS, FASTENERS, CONNECTORS, ETC. THAT WILL BE IN CONTACT WITH GRASSY SWALES MIN 1%SLOPE, SEE DETAIL � � ° PRESSURE TREATED LUMBER MUST BE HOT -DIPPED GALVANIZED OR OTHER APPROVED a (N) DOWN SPOUT WITH PROVIDE DIRECT ROOF RUNOFF VADTH VA=° CORROSION RESISTANT MATERIALS. AND ON -SITE SURFACE DRAINAGE TO LANDSCAPED AREAS BUILDING SETBACK: ° o i�t9��_�REMOVE 8" PLUM OR GRASS SWALES FOR INFILTRATION TO THE GREATEST POSSIBLE CONTRACTOR SHALL TO VERIFY BUILDING SETBACK AND ADJUST WALL TO MEET MINIMUM (N) HOSE BIBBS W/NON-REMOVABLE TYPE BACK -FLOW PREVENTION DEVICE REM DVE 18 UIT c ° SETBACK. (5� (N)WATER METER PER FIRE SPRINKLER PLAN ° t PRIOR TO FOUNDATION INSPECTION BY THE CITY, THE LICENSED LAND SURVEYOR OR (N) WATER LINE 1 "' w - 1" GINKO CITY RECORD SHALL PROVIDE A WRITTEN CERTIFICATION THAT ALL BUILDING SETBACKS COMPLY (N) NEW CONCRETE DRIVE WAY OVEN \TREE WITH THE APPROVED PLANS. WHICH NOTE SHALL REPRESENT A CONDITION WHICH MUST BE Q UNDERGROUND GAS LINE PER PG&E 1w= - -- - SATISFIED TO REMAIN IN COMPLIANCE WITH THIS DESIGN REVIEW APPROVAL. (9� (N) GAS METER PER PG&E ° ° REMOVE 16" FRUIT REMOVE 24" FRUIT ° GRADING &DRAINAGE: (0. (N) 200 A ELECTRIC PANEL ° 6' wood fence REMOVE 6" FRUIT 6' wood fence 6' w�od fence CONTRACTOR SHALL TO VERIFY (E) SWALES. CONNECT(N) SWALE TO (E) SWALL @ 1 % MIN ©. (N)OVER HEAD UTILITY LINE PER PG&E °�L° ° ° ° ° °- -° ° ° ° r ° ° U ° ° ° U U ° ARROWS INDICATE DIRECTION OF SURFACE DRAINAGE. �. PROVIDE (N) CLEAN OUT PER REQUIREMENTS FROM COUNTY OF SANTA CLARA -- - - - -- - - - GROUND IS TO SLOPE AWAY FROM FOUNDATION 5% FOR A DISTANCE OF 10FT AWAY FROM ®. (N) 4" SEWER LATERAL S89?4'00"W 94.23' THE BUILDING: IF 10FT CANNOT BE MEET, PROVIDE SWALES. PROVIDE 2% SLOPE IF _ ®. 16" ROOF OVER HANG \ IMPERVIOUS SURFACE IS USED. CRC R301.3. NO CONCENTRATED FLOW ACROSS THE R ®. GRADE TO SLOPE AWAY FROM STRUCTURE MIN OF 5% WITHIN THE 1RST 10 FEET �.��I)1ll \ IGHT-OF-WAY. NO DRAINAGE ONTO NEIGHBORING PROPERTIES. ALL DRAINAGE TO OF STRUCTURE. IF IMPERVIOUS SURFACE ARE WITHIN 10-FEET OF THE BUILDING. ` FFA= / LANDSCAPE. ° _ AWAY FROM STRUCTURE IS ALLOWED. POLE Il � ��i� L DIRECTION ROOF RUNOFF SHALL BE: A MIN OF 2/D I ii�� 16. CONDENSER UNIT PROVIDE ON CONC. PAD MIN 3" ABOVE FINISH GRADE. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS. ANCHOR CONDENSER UNIT TO CONC. PAD PER MANUFACTURE. PROVIDE ELECTRICAL 5" WIDE WIRE 5" PUBLIC DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS; DISCONNECT. ALL CONDENSER WATER SHALL ROUTE TO REAR YARD LANDSCAPE CLEARANCE UTILITY DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED CONDENSER UNITS MUST SCREENED FROM STREET VIEW EASEMENT EASEMENT AREAS. 17. NEW LANDSCAPE AREA CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES NAME: SITE PLAN CONNECT ALL DOWNSPOUTS TO 3" SOLID DRAIN LINE AROUND PERIMETER OF HOUSE DRAIN WALL LEGEND: TO CURB OR PROVIDE CONCRETE SPLASH BLOCK AT DOWNSPOUT LOCATIONS FOR S C A L E : 1/8"=1'-0" DRAINAGE AWAY FROM STRUCTURE. FIRST FLOOR WALL OUTLINE UTILITIES: CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES @ JOB SITE. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE INSTALLATION OF FACILITIES BY SECOND FLOOR WALL OUTLINE PG&E,PACIFIC BELL & CABLE TV INSTALLATION AS REQUIRED. VALVE BOXES & MANHOLES, & Community Deve IopramUC-D. 9-1 A6EUSET TO GRADE IN CONCRETE AFTER PAVING. CQN.STRU ION 5SI.TE: Planning DivisictIn SITE SHALL BE ENCLOSED BY 6" OPAQUE FENCE AT ALL TIMES DURING JlPeRTINQ APPR"MTRUCTION. se # R-2019-CONSTRUCTION MATERIAL, EQUIPMENT, PORTABLE TOILETS, TRASH CONTAINERS, OR RIS SHAI I RF PI ACED IN THE PUBLIC RIGHT OF WAY. Application Nur0I,1\SH CONTAINER SHALL BE MAINTAINED ON SITE AT ALL TIMES AND DEBRIS ON SITE WHICH COULD OTHERWISE BLOW AWAY, SHALL BE REGULARLY COLLECTED AND PLACED IN prova I Body: Director / St6fiTAINER. ALL CONSTRUCTION DEBRIS(WOOD SCRAPS AND OTHER DEBRIS, WHICH CANNOT BLOW prova I Date 11/08/19 AWAY) SHALL BE PILED WITHIN THE PROPERTY LINES OR THE PROJECT IN A NEAT AND SAFE MANNER. nature Erick Serrano Case Manager v c y 2 3 ol °o Y M M LLJ U7 D O o U) Q U) >O z J LU (_7 O �a X LU 0) 0 Z 0 � 0 � O0� O 0 O coj o LU 0- U LU Z 2i O Q J_ V 06 Z W O� Z Cn Q (y) 0- Z 0 CV V �0 vJ C0 U QLr) o OREVISION DATE 0 ZL DRAWN BY: JIACHENG(JACKSON) LEED LU GREEN ASSOCIATE JOB: 042219 INITIAL:LJC SCALE: 1/8"=V-0" SITE PLAN c �1Community Development Department 6 Planning Division - Cupertino FIND APPROVED # R-2019-018 Application Number(s) rova I Body: Director / Staff rovaI Date 11/08/19 ature Erick Serrano N A M E : FIRST FLOOR PLAN S C A L E: 1 /4"=1 '-0" 66-71 FLOOR PLAN NOTES: GARAGE NOTES 1 1.GARAGE SEPARATION SHALL BE PER C.R.0 R302.6 AS FOLLOWS: 2 A.THE PRIVATE GARAGE SHALL BE SEPARATED FROM R-2 &R3 OCCUPANCY DWELLING UNITS AND ITS ATTIC AREA BY A MINIMUM OF z-INCH GYPSUM BOAR APPLIED TO THE GARAGE SIDE. 3 B.GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY A MINIMUM OF a -INCH TYPE X GYPSUM BOARD 4 EQUIVALENT C. GARAGE TO DWELLING UNIT DOOR SHALL BE A SOLID WOOD DOOR, A MINIMUM OF 1 $" THICK AND SHALL BE SELF CLOSING AND SELF -LATCHING 5 D. DUCTS IN A PRIVATE GARAGE AND DUCTS PENETRATING THE SEPARATION WALLS OR CEILINGS, SHALL BE 0.019-INCH SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 2.WATER HEATER A.PROVIDE COMBUSTION AIR FOR WATER HEATER PER C.P.0 SECTION 507. 6 B.PROVIDE 18" HIGH WOOD FRAMED PLATFORM & SEISMIC BRACING FOR WATER HEATER, PER C.P.0 SECTION 508.2. C.PROVIDE COMBINATION TEMPERATURE & PRESSURE RELIEF VALVES & A 7 DRAIN OF GALVANIZED STEEL OR HARD -DRAWN COPPER TO THE OUTSIDE OF THE BLDG. W/END OF PIPE NOT MORE THAN 2" OR LESS THAN 6" ABOVE GRADE POINTING DOWNWARD, TERMINAL END BEING UNTHREADED AS PER C.P.C, 8 SECTION 608.3 & 608.5. STAIR NOTES: RISERS: 16 RISERS @ 61" THREAD DEPTH: 11" 9 ALL WALLS AND SOFFITS OF ENCLOSED USABLE SPACE UNDER INTERIOR STAIRWAYS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH A MINIMUM OF Z" GYPSUM BOARD ADDI IAMrrq 1. 2. • 3. 4. 5. FORCED AIR UNIT CEC CERTIFIED PROVIDE 18" HIGH PLATFORM WHEN F.A.0 IS LOCATED IN GARAGE PROVIDE SEISMIC SWAY BRACES OR ANCHOR UNIT TO PLATFORM CONDENSATE DRAIN SHALL BE CONNECTED TO AN APPROVED PLUMBING FIXTURE FURNACE UNDER STAIRWAYS FULLY INSULATION @ WALLS, LANDING AND STAIR STRINGER, DOOR SHALL BE SOLIDE CORE W/WEATHERSTRIPS ATTIC FURNACE LOCATE MINIMUM 22X30 ACCESS OPENING WITHIN 20'-0" OF FURNACE PROVIDE MINIMUM 24" WIDE SOLID FLOORING FROM ACCESS OPENING TO FURNACE WORKING PLATFORM MINIMUM 30" DEEP WORKING PLATFORM, NOT REQUIRED IF FURNACE CAN BE SERVICED AT ACCESS OPENING. THANKLESS WATER HEATER PROVIDE 120V WATERPROOF GFI RECEPTACLE LOCATED WITHIN 3 FEET FROM EACH WATER HEATER AND ACCESSIBLE TO THE WATER HEATER w/NO OBSTRUCTIONS. PROVIDE A' MIN 200,00 BTUHR MIN. GAS LINE CONTRACTOR TO PROVIDE GAS LINE DIAGRAM & CALC PER CITY INSPECTION. UPGRADE MAIN GAS METER IF REQ. ELECTRIC FIRE PLACE 47" ELECTRIC FIRE PLACE OR EQUAL PROVIDE AN OUTLET. Ar I IAIIT- BY "LENNOX" XC 25 MODEL #024 OR EQUAL WITH 59dB SOUND RATING AND UP TO 26.00 SEER AC CONDENSATE WASTE PIPE SHALL BE CONNECTED INDIRECTLY TO THE DRAINAGE SYSTEM THROUGH AN AIRGAP OR AIRBREAK TO A PROPERLY STRAPPED RECEPTOR, TAILPIECE OR PLUMBING FIXTURES OR PLUMBING INSPECTOR PER CITY POLICY, THE CONDENSATE WASTE PIPE SHALL BE CONFECTED TO SANITARY SEWER LINE PROVIDE LEVEL CONCRETE PAD TO SUPPORT THE AC UNITS, EXTENDING MIN 3" ABVE ADJACENT GRADE. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 FLOOR PLAN GENERAL NOTES: LANDING AND STEP W/MAX. 71" RISE AND 10" MIN.RUN. PROVIDE 26 GAUGE CONT. GALV. FLASHING WHERE CONC. MEET WOOD. SHOWER AND TUB WALLS TO BE SMOOTH, HARD, NON -ABSORBENT U T T Y I OVER 151bs FELT, TO A HEIGHT OF 72" ABOVE DRAIN INLET PER CRC R307.2 WATER CLOSET MAX. 1.28 GAL/FLUSH PROVIDE MIN. 30: WIDE BY 24" CLEAR IN FRONT OF WATER CLOSET. 5" TY E" YP. D. T L AR G W L F O SI L P AT T UNDERSIDE OF CEILING AND ENTIRE GARAGE. PERMITTED OPENINGS BETWEEN GARAGE AND THE DWELLING SHALL BE EQUIPPED WITH 12" IN THICKNESS, SOLID WOOD DOORS, SOLID OR HONEYCOMB CORE STEEL DOORS, 20-MINUTES FIRE -RATED DOORS, SOLID DOORS SHALL BE SELF CLOSING AND SELF LATCH ING(R302.5.1). PROVIDE WEATHER STRIPPED FOR DOOR BETWEEN GARAGE AND CONDITION AREA. CERAMIC TILE OR NATURAL STONE OVER 4" CONC. BOARD OVER PLYWD.SUBFLOOR. TILE OVER THIN SET, OVER 1" CONC. W/WIRE MESH, OVER 151bs FELT, OVER WATER PROOF LINER, OR OVER HOT MOPPED SHOWER PAN, OVER PLYWOOD SUB -FLOOR THE MAX. HOT WATER TEMPERATURE DISCHARGING FROM THE BATHTUB, SHOWER AND WHIRLPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 DEGREES FAHRENHEIT. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. (C.P.0 414.5 &418) CONDENSER UNIT PROVIDE ON CONC. PAD. MIN. 3" ABOVE FINISH GRADE. ANCHOR CONDENSER UNIT TO CONC. PAD PER MANUFACTURE. PROVIDE ELECTRICAL DISCONNECT W.MIN. 36"X30" CLEAR IN FRONT OF ELECTRICAL DISCONNECT. ALL CONDENSER WATER SHALL ROUTE TO REAR YARD LANDSCAPE. TANK -LESS WATER HEATER FOR MAIN DWELLING UNIT, TAKAGI T-H2S-DV-N, 180,000BTU/HR INSTALLED PER MANUFACTURE. CONTRACTOR PROVIDE ONE LINE DIAGRAM PRIOR TO INSTALLATION TANK -LESS WATER HEATER FOR MAIN DWELLING UNIT, TAKAGI T-H2S-DV-N, 180,000BTU/HR INSTALLED PER MAN UFACTURE.CONTRACTOR PROVIDE ONE LINE DIAGRAM PRIOR TO INSTALLATION 200 A ELECTRICAL MAIN PANEL CRAW SPACE ACCESS, MIN. 18"X24" CLR. MECHANICAL DUCTS SHALL HAVE A CLEARANCE OF 12" CLEAR FROM BOTTOM OF GRADE TO BOTTOM OF DUCK. TEMPERED GLASS STAND SHOWER WITH MIN. 30" DIA. CLR. INSIDE, MIN. 1024 SQ. IN, WITH TEMPER GLASS DOOR WITH MIN CLR. OPENING OF 22" SPOUT CANNOT SPRAY DIRECTLY TO ENTRANCE AND BATHER MUST BE ABLE TO ADJUST VALVES PRIOR TO STEPPING INTO SHOWER, 2016 C.P.0 SECTION 408.9 SINGLE SHOWER HEAD-2.OGAL/MN. @ 80PSI(CGBC 4.303.1.3.1). MULTIPLE SHOWER HEAD SERVING ONE SHOWER- COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE -2.0 GPM AT 80PS1. CGBSC SECTION 4.303.1.3.2 RESIDENTIAL LAVATORY FAUCET FLOW RATE SHALL NOT EXCEED 1.2 GAL/MIN @ 60 PSI(CGBC 4.303.1.4.1). MAX FLOW RATE OF KIT. FAUCETS FLOW RATE SHALL NOT EXCEED 1.2GAL/MIN @ 60PS1 (CGBC 4.303.1.4.4) TOILET SHALL NOT EXCEED 1.28GAL/FLUSH KITCHEN SINK 1.5GPM ELECTRICAL SUB -PANEL, PROVIDE 30"X36" CLR/ SPACE IN FRONT OF ELEC. SUB -PANEL. GAS CLOTH DRYER PROVIDE 4" RIGID DUCT WITH (2) 90 TURN CAN EXTEND UP TO 14 FT. DIRECTION OF 4" RIGID METAL DUCT RUN UNDER FLOOR. 4" DUCT TERMINATE EQUIP WITH BACK -DRAFT DAMPER. DUCT TERMINATE SHALL BE 36" AWAY FROM WINDOW OPENING. GAS METER FOR MAIN DWELLING UNIT. 3'-0" CLEAR FROM WINDOW OPENING. PROVIDE FURNACE FOR SECONDARY DWELLING UNIT PROVIDE FURNACE FOR MAIN DWELLING UNIT EGRESS WINDOW SHALL BE AT A HEIGHT OF MAXIMUM 44" MEASURED FROM FINISHED FLOOR TO THE SILL HEIGHT THE EXTERIOR WALL LINE REPRESENT THE FACE OF STUCCO FINISH AND INCLUDING 2" WALL SHEATHING, 1" STUCCO TOTAL OF 1 z". THIS LINE IS WALL LEGEND INCLUDED IN FAR CALCULATION. CONTRACTOR SHALL FOLLOW THE DIMENSION WHICH IS THE FACE OF STUD. KEY NOTES: • SEE OWNER FOR UP -GRADE APPLIANCES, BUILT-IN SHELF/CABINETS AND COUNTER TOP KITCHEN/BATHROOM/LAUNDRY/OTHER SPACES: Q KITCHEN CABINET w/GRANITE COUNTER TOP (2) DOUBLE SINK W/FOOD DISPOSER Q DISHWASHER @ 36" GAS RANGE w HOOD -VENT TO OUTSIDE ® MICROWAVE OVEN & ESPRESSO MACHINE 06 REFRIGERATOR/FREEZER-PLUMB FOR ICE MAKER @ ISLAND w/EATING BAR GRANITE COUNTER TOP & WOOD BRACES ($) VEGETABLE SINK w/FOOD DISPOSER (9 TOP KITCHEN CABINETS 10. VANITY WITH MARBLE/QUARTZ TOP 11. TOILET MIN 14" CLEAR ON BOTH SIDE 12. WATER CLOSET 13. MARBLE SLAB TUB/SHOWER w/SEAT (PROVIDE 1 SHAMPOO NICHE) WITH MIN 22" TEMPERED GLASS DOOR 14. WHIRLPOOL TUB w/MARBLE SLAB PLATFORM 15. WASHER(PROVIDE METAL PAN w/DRAIN TO OUTSIDE) 16. DRYER(VENT TO OUTSIDE) 17. LAUNDRY SINK 18. CLOSET ORGANIZER 19. BUILT-IN SHELVES/CABINETS 20. OPENING 21. RAISED CEILING 22. SKYLIGHT CEILING OPENING w/GYP.BD.SHAFT. 23. SUN TUNNEL(TGF 021) 24. 12" CONCRETE STEPS. RISER(MAX 7.75") & TREAD(MIN 10") 25. CONCRETE SLAB & STEPS (TILE @ ENTRY PORCH) RISER (MAX 7.75") & TREAD(MIN,10") 26. SLOPED SHOWER UNDER STAIR 27. WHOLE HOUSE FAN AND LOCAL KITCHEN FAN FOR ADU (100 CFM min) 2x6 @ 16" O.0 STUD WALL FOR EXTERIOR 2X4@16" O.0 STUD WALL FOR INTERIOR PARTITION ❑T TEMPERED GLASS ❑E EGRESS DOOR OR WINDOW, OPENING HEIGHT NOT OVER 44" ABOVE FLOOR. 5.OSF OF OPEN AREA ON GROUND LEVEL 24" NET CLEAR OPENING HEIGHT, 20" NET CLEAR OPENING WIDTH. ALL EGRESS WINDOWS/W TWO OR MORE LATCHES SHALL HAVE THE LATCHES INTERCONNECTED AND OPERABLE FROM THE LOWEST LATCH. XXXX NUMERIC NEXT TO DOOR ON WINDOW OR DOOR STAND FOR FEET INCH WIDE X FEET INCH HIGH S15046 5FEET WIDE X 4 FEET 61NCH HIGH SLIDER F.I 8020 2FEET WIDE X 8 FEET HIGH FIXED 2080B.F 2FEET WIDE X 8 FEET HIGH BIEFOLD 2080P 2FEET WIDE X 8 FEET HIGH POCKET DOOR C.A2080 2FEET WIDE X 8 FEET CASEMENT WINDOW NOTE: ALL WINDOW SHALL HAVE U FACTOR MAX 0.39 AND SHGC MAX 0.3 M N Gl �2 �cm CL cm 0 o Y v R LU 07 D 0 2 LLI � 07 Q (f) 0 z J LU b L0 Q �X _ IY0 O) 07 � 2i � � EL 00� O O O (.0 LU 0- � N U Cn w LU Z 2i U Q J_ Q am V��n 06 Nv L.L Z W 0Cn Z N� L.L Q M Z CV V o �^^ vJ 00 U Q o OREVISION DATE Al ZiK DRAWN BY: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE JOB: 042219 INITIAL: LJC SCALE: 1/4"=11-0" 1 RST FLOOR PLAN C 58'-72" 13'-6" 5050 S.L ❑E 181NCH SEAT 8'-02" " „ 5'-9417'-0211'-8" vi C)BEDROOM 4 2050 S.L 6050 S.L 2050 S.L 3" N 9'-0" C.H 10 C) - ❑E 4FLOOR PLAN NOTES: FLOOR PLAN GENERAL NOTES: 2040 S.L 306 S.L 181NCH SEAT 5040 S.L GARAGE NOTES 1. LANDING AND STEP W/MAX. 74" RISE AND 10" MIN.RUN. PROVIDE 26 GAUGE 11 - - 1.GARAGE SEPARATION SHALL BE PER C.R.0 R302.6 AS FOLLOWS: CONT. GALV. FLASHING WHERE CONC. MEET WOOD. -iN !fA o o E:1- A.THE PRIVATE GARAGE SHALL BE SEPARATED FROM R-2 &R3 OCCUPANCY 2. SHOWER AND TUB WALLS TO BE SMOOTH, HARD, NON -ABSORBENT � � CV CV❑TDWELLING UNITS AND ITS ATTIC AREA BY A MINIMUM OF 2-INCH GYPSUM BOARF_ OVER 15lbs FELT, TO A HEIGHT OF 72" ABOVE DRAIN INLET PER CRC R307.2 C° (0 4 13 APPLIED TO THE GARAGE SIDE.3. WATER CLOSET MAX. 1.28 GAL/FLUSH PROVIDE MIN. 30: WIDE BY 24" 4 B.GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL_ ASTER BEDROOM. ❑T LAUNDRY 16 o M 14 13 5 CLEAR IN FRONT OF WATER CLOSET. 0" C.H � HABITABLE ROOMS ABOVE BY A MINIMUM OF' -INCH TYPE X GYPSUM BOARD 5 9'-0" C.H P EQUIVALENT 4 -" TY E" YP. D. AT L AR G W L F O SI L P AT T Miv UNDERSIDE OF CEILING AND ENTIRE GARAGE. C. GARAGE TO DWELLING UNIT DOOR SHALL BE A SOLID WOOD DOOR, A U) Tao 3 5. PERMITTED OPENINGS BETWEEN GARAGE AND THE DWELLING SHALL BE 0 o MINIMUM OF 1 -" THICK AND SHALL BE SELF CLOSING AND SELF -LATCHING N 9'-113" N N MASTER BEDROOM g EQUIPPED WITH 1$" IN THICKNESS, SOLID WOOD DOORS, SOLID OR D. DUCTS IN A PRIVATE GARAGE AND DUCTS PENETRATING THE SEPARATION 4 00 - 00 w HONEYCOMB CORE STEEL DOORS, 20-MINUTES FIRE -RATED DOORS, 00 00 16 9'-0" C.H _J WALLS OR CEILINGS, SHALL BE 0.019-INCH SHEET STEEL AND SHALL HAVE NO 6080 S.L Of o N o 10 00 rn u OPENINGS INTO THE GARAGE. SOLID DOORS SHALL BE SELF CLOSING AND SELF LATCH ING(R302.5.1). X - _ U PROVIDE WEATHER STRIPPED FOR DOOR BETWEEN GARAGE AND m 2.WATER HEATER o L®ao o m CONDITION AREA. N Mir L28 x38 2 6 N "' O A.PROVIDE COMBUSTION AIR FOR WATER HEATER PER C.P.0 SECTION 507. 6. CERAMIC TILE OR NATURAL STONE OVER 1" CONC. BOARD OVER 00 B.PROVIDE 18" HIGH WOOD FRAMED PLATFORM & SEISMIC BRACING FOR 4 skylight ATTIC 00 PLYWD.SUBFLOOR. o WATER HEATER, PER C.P.0 SECTION 508.2. 7. TILE OVER THIN SET, OVER 1" CONC. W/WIRE MESH, OVER 151bs FELT, ACCES C.PROVIDE COMBINATION TEMPERATURE & PRESSURE RELIEF VALVES & A 2880 DRAIN OF GALVANIZED STEEL OR HARD -DRAWN COPPER TO THE OUTSIDE OF OVER WATER PROOF LINER, OR OVER HOT MOPPED SHOWER PAN, OVER 13 J J w PLYWOOD SUB -FLOOR ❑ - THE BLDG. W/END OF PIPE NOT MORE THAN 2" OR LESS THAN 6" ABOVE GRADE 2'-0" o 8. THE MAX. HOT WATER TEMPERATURE DISCHARGING FROM THE BATHTUB, of N POINTING DOWNWARD, TERMINAL END BEING UNTHREADED AS PER C.P.C, J Zv N 11 o U SECTION 608.3 & 608.5. SHOWER AND WHIRLPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 WHOLE 2020 F.I 2020 F.I 2020 F.I c� DN w O Cn �' DEGREES FAHRENHEIT. THE WATER HEATER THERMOSTAT SHALL NOT BE o HOUSE o m STAIR NOTES: o N O RISERS: 16 RISERS @ 64" CONSIDERED A CONTROL FOR MEETING THIS PROVISION. (C.P.0 414.5 00 co 11 ATH 3 FAN N 9'-0" C.H ® 4080 S.L THREAD DEPTH: 11" &418) ALL WALLS AND SOFFITS OF ENCLOSED USABLE SPACE UNDER INTERIOR 9. CONDENSER UNIT PROVIDE ON CONC. PAD. MIN. 3" ABOVE FINISH GRADE. 10 © N) rn Q STAIRWAYS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH A MINIMUM ANCHOR CONDENSER UNIT TO CONC. PAD PER MANUFACTURE. PROVIDE O c�I ELECTRICAL DISCONNECT W.MIN. 36"X30" CLEAR IN FRONT OF 00 00 �' 1 7014 F.I OF Z" GYPSUM BOARD. 0 0 3'-42" ELECTRICAL DISCONNECT. ALL CONDENSER WATER SHALL ROUTE TO o APPLIANCES REAR YARD LANDSCAPE. 10. TANK -LESS WATER HEATER FOR MAIN DWELLING UNIT, TAKAGI 00 4'-74' „ „ „ „ 1. FORCED AIR UNIT o f _______ 2-0 4 6 4 6 2'-0" 6 7 �i� T-H2S-DV-N, 180,000BTU/HR INSTALLED PER MANUFACTURE. WALK-IN CLOSET c° • CEC CERTIFIED 11. CONTRACTOR PROVIDE ONE LINE DIAGRAM PRIOR TO INSTALLATION 0 9'-0" C.H w PROVIDE 18" HIGH PLATFORM WHEN F.A.0 IS LOCATED IN GARAGE 12. TANK -LESS WATER HEATER FOR MAIN DWELLING UNIT, TAKAGI N PROVIDE SEISMIC SWAY BRACES OR ANCHOR UNIT TO PLATFORM T-H2S-DV-N, 180,000BTU/HR INSTALLED PER MAN UFACTURE.CONTRACTOR • CONDENSATE DRAIN SHALL BE CONNECTED TO AN APPROVED PROVIDE ONE LINE DIAGRAM PRIOR TO INSTALLATION PLUMBING FIXTURE 13. 200 A ELECTRICAL MAIN PANEL • FURNACE UNDER STAIRWAYS FULLY INSULATION @ WALLS, LANDING 14. CRAW SPACE ACCESS, MIN. 18"X24" CLR. iv BEDROOM 3 AND STAIR STRINGER, DOOR SHALL BE SOLIDE CORE b 9'-0" C.H 4030 S.L 15. MECHANICAL DUCTS SHALL HAVE A CLEARANCE OF 12" CLEAR FROM W/WEATHERSTRIPS BOTTOM OF GRADE TO BOTTOM OF DUCK. 2. ATTIC FURNACE 16. TEMPERED GLASS STAND SHOWER WITH MIN. 30" DIA. CLR. INSIDE, MIN. 4'-34" LOCATE MINIMUM 22X30 ACCESS OPENING WITHIN 20'-0" OF FURNACE 1024 SQ. IN, WITH TEMPER GLASS DOOR WITH MIN CLR. OPENING OF 22" J PROVIDE MINIMUM 24" WIDE SOLID FLOORING FROM ACCESS 3 3„ 1„ 17. SPOUT CANNOT SPRAY DIRECTLY TO ENTRANCE AND BATHER MUST BE v) 14'-44" 12-114 6'-5" 8-74 OPENING TO FURNACE WORKING PLATFORM ABLE TO ADJUST VALVES PRIOR TO STEPPING INTO SHOWER, 2016 C.P.0 o 0 MINIMUM 30" DEEP WORKING PLATFORM, NOT REQUIRED IF FURNACE SECTION 408.9 o CAN BE SERVICED AT ACCESS OPENING. N 18. SINGLE SHOWER HEAD-2.OGAL/MN. @ 80PSI(CGBC 4.303.1.3.1). MULTIPLE 00 3. THANKLESS WATER HEATER SHOWER HEAD SERVING ONE SHOWER- COMBINED FLOW RATE OF ALL N A M E: SECOND FLOOR PLAN • PROVIDE 120V WATERPROOF GFI RECEPTACLE LOCATED WITHIN 3 SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A 18INCH SEAT FEET FROM EACH WATER HEATER AND ACCESSIBLE TO THE WATER SINGLE VALVE -2.0 GPM AT 80PS1. CGBSC SECTION 4.303.1.3.2 S C A L E: 1/4 -1 -0 HEATER w/NO OBSTRUCTIONS. 5050 S.LE] 3 N 200,00 BTUHR MIN. GAS LINE 19. RESIDENTIAL LAVATORY FAUCET FLOW RATE SHALL NOT EXCEED 1.2 3 3„ CONTRACTOR ITO PROVIDE GAS LINE DIAGRAM & CALC PER CITY GAL/MIN @ 60 PSI(CGBC 4.303.1.4.1). 2'-44" 2-44 20. MAX FLOW RATE OF KIT. FAUCETS FLOW RATE SHALL NOT EXCEED INSPECTION. UPGRADE MAIN GAS METER IF REQ. 1.2GAL/MIN @ 60PS1 (CGBC 4.303.1.4.4) 13'-6" 4. ELECTRIC FIRE PLACE 21. TOILET SHALL NOT EXCEED 1.28GAL/FLUSH • 47" ELECTRIC FIRE PLACE OR EQUAL PROVIDE AN OUTLET. 22. KITCHEN SINK 1.5GPM 5. AC UNIT: 23. ELECTRICAL SUB -PANEL, PROVIDE 30"X36" CLR/ SPACE IN FRONT OF ELEC. • BY "LENNOX" XC 25 MODEL #024 OR EQUAL WITH 59dB SOUND RATING SUB -PANEL. AND UP TO 26.00 SEER 24. GAS CLOTH DRYER PROVIDE 4" RIGID DUCT WITH (2) 90 TURN CAN • AC CONDENSATE WASTE PIPE SHALL BE CONNECTED INDIRECTLY TO EXTEND UP TO 14 FT. THE DRAINAGE SYSTEM THROUGH AN AIRGAP OR AIRBREAK TO A 25. DIRECTION OF 4" RIGID METAL DUCT RUN UNDER FLOOR. 4" DUCT PROPERLY STRAPPED RECEPTOR, TAILPIECE OR PLUMBING TERMINATE EQUIP WITH BACK -DRAFT DAMPER. DUCT TERMINATE SHALL A FIXTURES OR PLUMBING INSPECTOR PER CITY POLICY, THE BE 36" AWAY FROM WINDOW OPENING. 321 SF B CONDENSATE WASTE PIPE SHALL BE CONFECTED TO SANITARY 26. GAS METER FOR MAIN DWELLING UNIT. 3'-0" CLEAR FROM WINDOW 1 F SEWER LINE OPENING. • PROVIDE LEVEL CONCRETE PAD TO SUPPORT THE AC UNITS, 27. PROVIDE FURNACE FOR SECONDARY DWELLING UNIT EXTENDING MIN 3" ABVE ADJACENT GRADE. 28. PROVIDE FURNACE FOR MAIN DWELLING UNIT 29. EGRESS WINDOW SHALL BE AT A HEIGHT OF MAXIMUM 44" MEASURED FROM FINISHED FLOOR TO THE SILL HEIGHT THE EXTERIOR WALL LINE REPRESENT THE FACE OF STUCCO FINISH AND WALL LEGEN D INCLUDING 2" WALL SHEATHING, 1" STUCCO TOTAL OF 1 2". THIS LINE IS INCLUDED IN FAR CALCULATION. CONTRACTOR SHALL FOLLOW THE DIMENSION WHICH IS THE FACE OF STUD. KEY NOTES: D • SEE OWNER FOR UP -GRADE APPLIANCES, BUILT-IN 2x6 @ 16" O.0 STUD WALL FOR EXTERIOR 671 SF SHELF/CABINETS AND COUNTER TOP 2X4@16" O.0 STUD WALL FOR INTERIOR PARTITION KITCHEN/BATHROOM/LAUNDRY/OTHER SPACES: 252 S 4) KITCHEN CABINET w/GRANITE COUNTER TOP (Z DOUBLE SINK W/FOOD DISPOSER T❑ TEMPERED GLASS 43 Q DISHWASHER Q 36" GAS RANGE w HOOD -VENT TO OUTSIDE Ej EGRESS DOOR OR WINDOW, OPENING HEIGHT NOT OVER K (51 MICROWAVE OVEN & ESPRESSO MACHINE 44" ABOVE FLOOR. 5.OSF OF OPEN AREA ON GROUND E L 6Q REFRIGERATOR/FREEZER-PLUMB FOR ICE MAKER LEVEL 164 SF 170 SF T ISLAND w/EATING BAR GRANITE COUNTER TOP 24" NET CLEAR OPENING HEIGHT, 20" NET CLEAR & WOOD BRACES OPENING WIDTH. ALL EGRESS WINDOWS/W TWO OR M VEGETABLE SINK w/FOOD DISPOSER MORE LATCHES SHALL HAVE THE LATCHES 66 SF Q TOP KITCHEN CABINETS INTERCONNECTED F _ 10. VANITY WITH MARBLE/QUARTZ TOP AND OPERABLE FROM THE LOWEST LATCH. H T!� 11. TOILET MIN 14" CLEAR ON BOTH SIDE 1 227 S 422 SF 12. WATER CLOSET XXXX NUMERIC NEXT TO DOOR ON WINDOW OR 441 F G FLOOR AREA RATIO DIAGRAM CALCULATION: P 306 SF MAX F.AR:45%(9,370)-4,216.5 SF 13. MARBLE SLAB TUB/SHOWER w/SEAT DOOR STAND FOR FEET INCH WIDE X FEET INCH HIGH (PROVIDE 1 SHAMPOO NICHE) FIRST FLOOR WITH MIN 22" TEMPERED GLASS DOOR S.L5046 5FEET WIDE X 4 FEET 61NCH HIGH SLIDER 14. WHIRLPOOL TUB w/MARBLE SLAB PLATFORM A. 26'-91" X 16'-9" 321 S.F ADU 15. WASHER(PROVIDE METAL PAN w/DRAIN TO OUTSIDE) F.1 8020 2FEET WIDE X 8 FEET HIGH FIXED B. 7'-74 " X 15'-92 " 121 S. ADU 16. DRYER VENT TO OUTSIDE C. 19'-14"X 13'-2 " 252 S.F 17. LAUNDRY SINK 2080B.F 2FEET WIDE X 8 FEET HIGH BIEFOLD 18. CLOSET ORGANIZER D. 47'-54 "X 14'-12 " 671 S.F 19. BUILT-IN SHELVES/CABINETS 2080P 2FEET WIDE X 8 FEET HIGH POCKET DOOR E. 48'-8 4 " X 3'-42 " 164 S.F 20. OPENING F. 20'-62 " X 20'-62 " 422 S.F GARAGE 21. RAISED CEILING C.A2080 2FEET WIDE X 8 FEET CASEMENT G. 14'-51" X 21'-21" 306 S.F 22. SKYLIGHT CEILING OPENING w/GYP.BD.SHAFT. 14 „ H. 13'-81" X 17'-02" 227 S.F 23. SUN TUNNEL(TGF 021) WINDOW NOTE: 135SF I. 17'-1" X 24'-7" 441 S.F 24. 12" CONCRETE STEPS. RISER(MAX 7.75") & TREAD(MIN 10") J. 15'-3" X 9'-94" 135 S.F PORCH 25. CONCRETE SLAB & STEPS (TILE @ ENTRY PORCH) ALL WINDOW SHALL HAVE U FACTOR MAX RISER (MAX 7.75") & TREAD(MIN,10") 0.39 AND SHGC MAX 0.3 TOTAL 1RST NO PORCH 2925 S.F 26. SLOPED SHOWER UNDER STAIR NAME: FIRST FLOOR AREA DIAGRAM TOTAL 1RST+PORCH 3060 S.F /� 27. WHOLE HOUSE FAN AND LOCAL KITCHEN FAN FOR ADU (100 CFM min) TOTAL 1RST LIVING 2503 S.F S C A L E: 1 /8"= V-0" SECOND FLOOR K. 14'-7" X 34'-1" 497 S.F Community Development Department L. 14'-43"X 1V-94" 170 S.F Planning Division - Cupertino M. 14'-5; X 4'-7"1 66 S.F STAIR g p N. 29'-72 X 14-84 435 S.F JkRTINCI APPROVED O. 6'-111" X 3'-71 25 S.F se # R-2019-018 P. 9'-84" X 9'-74" 98 S.F Application Number(s) TOTAL 2ND: 1291 S.F(44.14% OF 1 RST FLOOR prova I Body: Director / Staff TOTAL F.A.R 4216S.F (44.9%) provaI Date 11/08/19 nature Erick Serrano Case Manager v y 3ol Y V °LU 07 0 O W Q W U) >O z J LLI (� O Q C) X _ CY) 0 Z U 0 a- O w �O O CD oU LLJ 0- LU Z 2i FM O U a� Jam V��n L.L Z W 0 Z Cl) N� 0. Q C) zN 'O vJ 00 � U Q o OREVISION DATE 1 DRAWN BY: JIACHENG(JACKSON) W LEED GREEN ASSOCIATE JOB: 042219 INITIAL:LJC SCALE: AS SHOWN SECOND FLOOR PLAN c isCommunity Development Department Planning Division — Cupertino E TINO APPROVED e # R-2019-018 Application Number(s) rova I Body: Director / Staff rovaI Date 11/08/19 ature Erick Serrano co O w 0 w O Q ry Q Z 5 O ry LL Z 0 J m w LL O Z_ O a U) w C� c'Na N N A M E : NORTH ELEVATION S C A L E: 1 /4"=1 '-0" ELEVATION NOTES: 1O STRIP STONE VENEER 2'-0" TALL COLOR AND TYPE PER OWNER O STONE VENEER COLOR AND TYPE PER OWNER CHOICE. O3 7/8 " THICK MIN, 3 COAT CEMENT PLASTER FINISH w/PAPER BACKED WIRE MESH 2-LAYERS GRADE d O4 CLASS'A' FLAT CONCRETE TILE BY'BORAL ROOFING MIN 30# FELT SIZE 17X13 9.1 PSF O5 UNDER -FLOOR VENT O6 WOOD TRIM @ EAVE w/GUTTER 26 GA. GALV.METAL CAP O7 GUARD RAIL 42" HIGH W.I ( GARAGE DOOR:STEEL CARRIAGE SECTIONAL, SEE OWNER O9 ENTRY DOOR: STEEL 10 WINDOWS TYPICAL: MILGARD VINYL 11 DOOR TYPICAL: MILGARD VINYL 12 CONCRETE LANDING AND STEP 13 HOUSE NUMBER:SHALL CONTRAST WITH THEIR BACKGROUND, MINIMUM 4" HIGH WITH "' STRIKE 14 TRIM @ WINDOWS & DOORS 4" STUCCO o/FOAM TRIM(FRONT ELEVATIO1 15 WINDOW SHUTTER 16 STONE WINDOW SILL UNDER -FLOOR VENT CALCULATION UNDER -FLOOR SPACE AREA:2468 SQ.FT NET VENTILATION AREA REQUIRED: 2468/150=16.5S.F (2369S.1) VENTILATION REQUIRED (37)SCREENED VENT(S) @ 65S.1 NET AREA EACH=2405 S.1 T.O.P OF RIDGE 129.54' �1 2ND PLATE� 125.4 V 2ND FLOOR� 116.4' V 1 RST C ING 115.4' FINISHED FLOOR 105.4' V N Gl C �2 �cm CL cm d°, o Y v R LI J Cn 0 2 LLI o U) Q Cf)� 0 z J LU CD LLO Q D X LLI _ 0 O 0 G7 U) 2i 0 EL 0 O O O CO oU LU a_ILL Cl) LU Z FM O U Q J_ Q a D 06 ( Nv 0. Z LLJ 0�N Z UL.I. Q co zN Vo� U) � � U Q � (.0 OREVISION DATE Al ZiK DRAWN BY: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE JOB: 042219 INITIAL:LJC SCALE: 1/4"=1'-O" NORTH SOUTH ELEVATION Community Development Department Planning Division — Cupertino APPROVED R-2019-018 Application Number(s) prova I Body: Director / Staff provaI Date 11/08/19 nature Erick Serrano Case Manager N A M E : EAST ELEVATION S C A L E: 1 /4"=1 '-0" N A M E : WEST ELEVATION S C A L E: 1 /4"=1 '-0" ELEVATION NOTES: O STRIP STONE VENEER 2'-0" TALL COLOR AND TYPE PER OWNER O2 STONE VENEER COLOR AND TYPE PER OWNER CHOICE. T.O.P OF RIDGE T29 O3 7/8 " THICK MIN, 3 COAT CEMENT PLASTER FINISH w/PAPER - BACKED WIRE MESH 2-LAYERS GRADE d O4 CLASS'A' FLAT CONCRETE TILE BY'BORAL ROOFING MIN 30# FELT SIZE 17X13 9.1 PSF 2ND PLATE 125.4 -� UNDER -FLOOR VENT - cli O r �G� CJ WOOD TRIM @ EAVE w/GUTTER 26 GA. GALV.METAL CAP w O7 GUARD RAIL 42" HIGH W.I CC ; GARAGE DOOR:STEEL CARRIAGE SECTIONAL, SEE OWNER z z CC9 ENTRY DOOR: STEEL 2 10 WINDOWS TYPICAL: (D MILGARD VINYL z ❑ 2ND FLOOR Ti6 11 DOOR TYPICAL: MILGARD VINYL Uj 1RST CEY ING 11 12 CONCRETE LANDING AND STEP LL O 13: HOUSE NUMBER:SHALL CONTRAST WITH THEIR BACKGROUND, Z_ MINIMUM 4" HIGH WITH 2" STRIKE O tl I— 14 TRIM @ WINDOWS & DOORS 4" STUCCO o/FOAM TRIM(FRONT ELEVATIOI` U) w 15 WINDOW SHUTTER C� = 16 STONE WINDOW SILL C N FINISHED FLOOR 4 05�� F.S 104.06 )N.G 103.4' T n_P OF RIDGE T2934`� PLATE T2 4 FLOOR Ti 4T� ING 11 -LOOR T05� UNDER -FLOOR VENT CALCULATION UNDER -FLOOR SPACE AREA-2468 SQ.FT NET VENTILATION AREA REQUIRED: 2468/150=16.5S.F (2369S.1) VENTILATION REQUIRED (37)SCREENED VENT(S) @ 65S.1 NET AREA EACH=2405 S.I 2 N 1-3111" M- -. o0 Y V M LU 2 0 07 Q C/) ';t >0 z J Lu U' O Q DX O) 0 � 0 0 0� 12� 0 O (a o LU aILL CN U Cl) LU Z 2i O U Q J_ Q am 08 6:A Z w O z U) Q� 0-0 � Z N V gyp^^ v! 100 � U Q � OREVISION DATE Al zit DRAWN BY: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE JOB: 042219 INITIAL:LJC SCALE: 1/4" =1'-0" WEAST/EAST ELEVATION Community Development Department Planning Division — Cupertino NO APPROVED # R-2019-018 Application Number(s) nova I Body: Director / Staff rovaI Date 11/08/19 ture Erick Serrano N A M E : ROOF PLAN S C A L E: 1 /4"=1'-0" ROOF NOTES: ATTIC VENTILATION NOTES: 1. PROVIDE ROOF/ATTIC VENTILATION IN COMPLIANCE WITH C.R.0 SECTION R806 2. PROVIDE VENTILATION OPENINGS FOR EACH SEPARATE SPACE OF ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES, WHERE CEILING OCCUR AT UNDERSIDE OF ROOF FRAMING MEMBERS, WHERE INDICATED OR WHERE IS NOT. 3. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN Tso OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PERMITTED PROVIDED THAT AT LEAST 50% AND NOT MORE THAN 80% OF THE REQUIRED VENTILATION AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 4. PROTECT VENTILATING OPENINGS AGAINST ENTRANCE OF RAIN AND SNOW. 5. BLOCKING AND BRIDGING SHALL BE INSTALLED IN AWAY NOT TO INTERFERE WITH AIR MOVEMENT 6. PROVIDE CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIALS WITH OPENINGS OF 1/8" MINIMUM AND 1/4" MAXIMUM, FOR ALL EXTERIOR OPENING INTO ATTIC SPACE. 7. PROVIDE MINIMUM AIR SPACE BETWEEN INSULATION AND ROOF SHEATHING. 8. UPPER VENTILATION: PROVIDE UPPER VENTILATION WITH GABLE VENTS/OR O'HAGIN VENTS AS SHOWN IN ROOF PLAN AND CALCULATION BELOW. 9. LOWER ROOF VENTILATION: PROVIDE LOWER VENTILATION WITH SCREEN VENTS AND/OR O'HAGIN VENTS, AS SHOWN IN THE CALCULATION BELOW. 10. SCREEN VENTS: AREA 29 SQ.IN. PER VENT FOR RAFTERS/TRUSSES @ 16" o.c OR 46 SQ. IN. PER VENT FOR RAFTERS AND TRUSSES @ 24" o.c(VERIFY NET VENTILATING AREA WITH VENT MFR & RECALCULATE VENTILATION AS REQUIRED FOR CODE COMPLIANCE. 11. RECALCULATE VENTILATION REQUIREMENTS FOR COMPLIANCE IF RAFTER/TRUSS BLOCKS ARE USED IN PLACE OF SCREEN VENTS RAFTER/TRUSS BLOCKS: (3) 2" DIA. HOLES. AREA=9.42 SQ.IN PER BLOCK. SEE STRUCTURAL DRAWINGS FOR RESTRICTION DUE TO SHEAR WALL REQUIREMENTS, IF ANY, 12. RADIANT BARRIER SHALL BE PROVIDED AS INDICATED IN THE ENERGY COMPLIANCE DOCUMENTATION. ATTIC VENT CALCULATION: ATTIC ATTIC x1/150=FREE x144=SQ.IN 50% REQ'D LOWER ATTIC EAVE VENT LOWER ATTIC CONT.SOFFIT LOWER FLAT TILE SPACE AREA VENT REQ'D REQ'D LOWER ATTIC & (3)3" DIA.HOLES @ FREEZE VENT BY "COR-A-VENT" VENT BY O'HAGGIN VENT UPPER ATTIC EA.BLK'G=21.21 SQ.IN 1LINEAR FT.=10 SQ.IN 1 VENT=98.75 SQ.IN 0 2,467 SQ.FT 16.4 SQ.FT 2368 SQ.IN 1184 SQ.IN 56 BLK'G=1187 SQ.IN 118.4FT=1184 SQ.IN 12VENTS=1185 SQ.IN Q2 1,305 SQ.FT 8.7 SQ.FT 1253 SQ.IN 627 SQ.IN 30 BLK'G=636 SQ.IN 62.7 FT=627 SQ.IN 7 VENT=691 SQ.IN N N C C O (n X U lE 'LU V ) O O LU > I— U) C/)� Oz J LUG U' O Q C)X LU �0 O) Z 0 0- LL O O O LU C14 C) Cl) LU Z FM O U a� J am 0� Z w O z Cl) Q cM z C) CN Vo� co 00 U Q Lo (.0 QREVISION DATE Al ZiK DRAWN BY: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE JOB: 042219 INITIAL:LJC SCALE: 1/4" =1'-0" WEST EAST ELEVATION Community Development Department Planning Division — Cupertino E TINO APPROVED e # R-2019-018 Application Number(s) nova I Body: Director / Staff rova I Date 11 /08/19 ture Erick Serrano N A M E: SECTION CUT S C A L E: 3/8"=1'-0" FNISHED FLOO 105.2' FNISHED FLOOR 105 FIRE BLOCKING NOTE: PROVIDE FIRE BLOCKING PER C.R.0 SECTION 302.11 AT THE FOLLOWING COMBUSTIBLE LOCATIONSI 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AND PARALLEL ROWS OF STUDS, OR STAGGERED STUDS PER C.R.0 SECTION 302.11 AS FOLLOWS. VERTICALLY AT THE CEILING AND FLOOR LEVELS. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILING, AND COVE CEILING PER C.RC SECTION 302.11. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN PER C.R.0 SECTION 302.11 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES SEE C.R.0 SECTION 1003.19 6. FACTORY BUILT FIREPLACES SHALL BE FIREBLOCKED IN ACCORDANCE WITH UL 103 AND UL 127 PER C.B.0 SECTION 717.2.5.1 7. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION 8. WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHE EXTERIOR ARCHITECTURAL ELEMENTS WHERE PERMITTED TO BE COMBUSTIBLE CONSTRUCTION PER C.B.0 SECTION 1406, OR WHERE ERECTED WITH COMBUSTIBLE FRAMES AT MAXIMUM INTERVALS OF 20 FEET THAT THERE WILL BE NO OPEN SPACES EXCEEDING 100 SQUARE FEET PER C.B.0 SECTION 717.2.6 WHERE WOOD FURRING STRIPS ARE USED, THEY SHALL BE OF AN APPROVED WOOD OF NATURAL DECAY RESISTANCE OR PRESERVATIVE TREATED WOOD. IF CONTINUOUS,SUCH ELEMENTS SHALL HAVE CLOSED ENDS, WITH 4 INCH MINIMUM SEPARATION BETWEEN SECTIONS PER C.B.0 SECTION 717.2.6 EXCEPTIONS:(PER C.B.C.717.2.6) 9. FIREBLOCKING SHALL NOT BE REQUIRED WHERE INSTALLED ON NONCOMBUSTIBLE FRAMING AND THE FACE OF THE EXTERIOR WALL FINISH EXPOSED TO THE CONCEALED SPACE IS COVERED BY ONE OF THE FOLLOWING MATERIALS. 10. ALUMINUM HAVING MINIMUM THICKNESS OF 0.019 INCH 11. CORROSION -RESISTANT STEEL HAVING A BASE METAL THICKNESS NOT LESS THAN 0.016 INCH AT ANY POINT 12. OTHER APPROVED NON COMBUSTIBLE MATERIALS. SECTION NOTES: A. GENERAL SEE OWNER FOR IP-GRADE WATERPROOFING SYSTEM SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION FOR FLOOR FRAMING& FOUNDATION 1. FLOOR: R-19 2.EXTERIOR WALL;R-13@2X4 STUD WALL &R-19 @2X6 STUD WALL 3.CEILING R-38 @SLOPE CEILING & R-38 @ FLAT CEILING C. C S C M 2 C D. UNDER-STAIR:PROVIDE $" TYPE "X" GYP.BD ON WALLS AND SOFFITS OF INTERIOR STAIRS ON THE ENCLOSED SIDE. E. GUARDRAIL:42" HIGH W.I w/RAILING SPACING TO BE SUCH THAT 4" DIA.SPHERE CANNOT PASS THOURGH. F. EPDXY COATED GARAGE SLAB SEE STRUCTURAL N d C r m L 2 cm CL cm No Y v l6 LU 07 Z) 0 2 CC LU >a ° C/) 07 Oz J LUG LO �a 0 00-0p O Z (I O ()� ()� 0� a0 oU LU Z 2i FM 0 U as J_ am 08 Nv L.L Z W 0Cl) Z N� L.L Q CM zC) N V 0 �00 � U a (D � OREVISION DATE Al ZiK DRAWN BY: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE JOB: 042219 INITIAL:LJC SCALE: 3/16"=1'-0" SECTION CUT c, — — _ _ — _ _ — _ _ — _ _ _ _ _ _ _ — _ _ — _ _ — _ _ — _ _ — _ _ — _ _ _ o ROJiJ/GRI G UES AVENUE CATCH BASIN WATER RN EL= 97.13 IF METER 47= A 0 9'-10"'— FENCE 1 "' E'LY OF P/L 'GATE AS M TER 0 0 7FT. TALL — �OoD FENCE 5" WIDE WIRE CLEARANCE EASEMENT I"l 1:31 I(l �l III I I�l �� III) -III �;�I'ZIII FENCE COR 52"' N'LY & 0. 2' El OF P/L Community Development Department Planning Division — Cupertino JPEFtTINO APPROVED e # R-2019-018 Application Number(s) 4 I Body: Director / Staff Irova rovalDate 11/08/19 iiature Erick Serrano 0 0 0 RE CONC. APRON CONCRETE DRIVEWAY SLAB ELEV= 102.94 GARAGE CONC WALK HOSE BM CLEAN -OUT RE TE COOP REMOVE I Co O _ Uf O 14"TUNP C/) I REMOVE Lo STEPS i I„�EMOV E I i '""r'I�R1f Tll' i - J 00NCP\,ET1E IFA`11TO N � 0 AWNING REMOVE I / RE VE 0 0 FOLE REMOVE y 20600 RODGRIGUES AVE. E> III\(.I I 1 ;�tilllll 1 I'Z1 SIII�)I \( 1 WOOD WALL — 7FT. TALL WOOD FENCE REMOVE REM S89?�,00"W 94.23' REMOVE �.}1ED 5" WIDE WIREI 5" PUBLIC CLEARANCE 11 UTILITY EASEMENT EASEMENT N A M E : DEMO PLAN S C A L E: 1 /8"=1 '-0" FENCE 61 WILY OF P/L 14-ST UW 14"&-TLW V-6"' % CUPERTINO SANITARY DISTRICT 5' MAX LID GROUND W Z J } H �I W O - - a SET CLEAN -OUT LID ON TOP OF BRICKS REMOVEABLE SEE NOTE _ t CLEANOUT PLUG I 2 BELOW. - 4.5' MIN COVER (EXCEPTIONS TO BE APPROVED BY DISTRICT ENGINEER) CLEANOUT RISER PIPE. PVC SDR 26 OR APPROVED EQUAL BRICKS TO BE LAID RADIALLY I MISSION CLAY OR 1/8 BEND - FERNCO "SHEAR -RING" "ARC SHIELDED" OR PVC OR VCP APPROVED EQUAL o o o (TYP) 0 0 0 0 TO MAIN ------ --- ---------- EXISTING LATERA - - - 45' WYE - HOUSE LATERAL - S=2% (MIN) CUT EXISTING LATERAL AND INSTALL ONE-WAY CLEAN -OUT. PVC SDR 35 FITTING OR APPROVED MISSION CLAY OR FERNCO EQUAL. "SHEAR -RING" "ARC SHIELDED" FOR BACKFILL AND BEDDING REQUIREMENTS, OR APPROVED EQUAL (TYP) SEE DETAIL 7 NOTE: 1. ALL NEW PIPING SHALL BE PVC SDR 26, OR APPROVED EQUAL UNLESS OTHERWISE NOTED. 2. ALL CLEAN -OUT BOXES SHALL BE CHRISTY CONCRETE PRODUCTS MANUFACTURED BY OLDCASTLE PRECAST, INC. WITH THE FOLLOWING MODEL NUMBERS: 4" RISER 6" RISER NON -TRAFFIC TRAFFIC NON -TRAFFIC TRAFFIC BOX F08 G05T F08 C08T LID F08C G05CT F08C G05CT 3. LIDS SHALL BE MARKED "SEWER" 4. STAMP OR GRIND FACE OF CURB WITH "S" WHERE LATERAL PASSES UNDER CURB, IF NOT PRESENT. 5. 1/8 BEND MAY BE PART OF 45' WYE IF APPROVED BY CITY. sPE24s SEWER LATERAL CLEAN —OUT INSTALLATION ON EXISTING SEWER LATERAL DETAIL 1N] 2 DR. BY: DATE: CK. BY: DATE: TN 06/01/14 JC 06/03/14 APPROVED. BY: DATE:06/04/14 CUPERTINO SANITARY DISTRICT PUBLIC R/W PRIVATE PROPERTY EXTENDABLE BACKFLOW VALVE ACCESS CAP wl z VALVE AND CLEANOUT ACCESS BOX SHALL BE FINISH GRADE CHRISTY G5 TRAFFIC VALVE Ld VALVE ACCESS BOX BOX 10-3/8" I.D. X 12" WITH G5C LID LABELED ch � NOTE 2 "SEWER" OR APPROVED w SEE DETAIL 7 AND BRICKSEE LAYOUT ON DETAIL 9 EQUAL AND 9 FOR CLEAN -OUT EXTENDABLE DETAIL BACKFLOW 6" MIN VALVE 0 0 0 o FLOW 4' TYPICAL, UNLESS 6" MIN FOR BEDDING OTHERWISE APPROVED MATERIAL, SEE DETAIL 7 NOTES: 1. A BACKFLOW PREVENTER DEVICE IS REQUIRED WHEN THE ELEVATION OF THE LOWEST FINISHED FLOOR WITH PLUMBING IS LESS THAN 12" ABOVE THE NEAREST UPSTREAM MANHOLE OR FLUSHING INLET. 2. ALL CLEANOUTS AND BACKFLOW DEVICES ARE TO BE MAINTAINED BY PROPERTY OWNER. 3. ALL BACKFLOW DEVICES ARE TO BE ACCESSIBLE FOR LATERAL SEWER MAINTENANCE. 4. PLACARD SHALL BE PLACED IN THE UPSTREAM CLEANOUT BOX CLOSEST TO THE HOUSE WARNING THE PLUMBER OF THE EXTENDABLE BACKWATER VALVE. SP-2 8 STANDARD BACKFLOW PREVENTER DEVICE INSTALLATION DETAIL 10 DR. BY: DATE: CK. BY: DATE: TN 06/01/14 JC 06/03/14 APPROVED. BY: DATE: 06/04/14 N N C 1-7 C xi 0 (n - X U lE LU 0 0 2 LU > 0 C/) Q 0 z J LLI CD LLO I—Q 0 X LU _a' 0 0 Z 07 Of o 0- 0 0 0- � CD oN LLI U Uj Z FM 0 U QQ J V 0 v Z W O Z Q C� zCN O V 0 Q co o^o U Q Lo � OREVISION DATE ZiK DRAWN BY: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE JOB: 042219 INITIAL:LJC SCALE: AS SHOWN DEMO PLAN CUPERTINC Case # Appro� Appro-�, SignatL Revision C\I U W o CO o 2 LO CO CO LnLu CO — � o Q U � � U 0� 0 'T� Z Q J U c� U � � M W J `y Y ^L LL '/>- I L O/ CO I` LU Of V 9 �,NDSGgpe � No. 2176y� � r e 4 0/2020 R�>t� J' qTF OF CAL�� W U 4� 4� < U � 0 Q� o � U � o � Q � o 0 0 O� cn o U Date 8/8/19 Scale As Noted Drawn Greg Job Sheet L 0 of 5 TREE PROTECTION DURING CONSTRUCTION. PROTECTED TREES DESIGNATED FOR PRESERVATION SHALL BE PROTECTED DURING DEVELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE FOLLOWING, WHICH MAY BE MODIFIED BY THE PLANNING DIRECTOR: A. PROTECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE TRUNK THAN THE DRIPLINE, AND FAR ENOUGH FROM THE TRUNK TO PROTECT THE INTEGRITY OF THE TREE. THE FENCE SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AND SHALL BE SET SECURELY IN PLACE. THE FENCE SHALL BE OF A STURDY BUT OPEN MATERIAL (I.E., CHAINLINK), TO ALLOW VISIBILITY TO THE TRUNK FOR INSPECTIONS AND SAFETY. THERE SHALL BE NO STORAGE OF ANY KIND WITHIN THE PROTECTIVE FENCING. B. THE EXISTING GRADE LEVEL AROUND A TREE SHALL NORMALLY BE MAINTAINED OUT TO THE DRIPLINE OF THE TREE. ALTERNATE GRADE LEVELS MAY BE APPROVED BY THE PLANNING DIRECTOR. C. DRAIN WELLS SHALL BE INSTALLED WHENEVER IMPERVIOUS SURFACES WILL BE PLACED OVER THE ROOT SYSTEM OF A TREE (THE ROOT SYSTEM GENERALLY EXTENDS TO THE OUTERMOST EDGES OF THE BRANCHES). D. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. E. NO SIGNS, WIRES, OR ANY OTHER OBJECT SHALL BE ATTACHED TO THE TREE. F. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL CODE IF NEC G. PROTECT ALL EXISTING STREET TREES WITH TEMPORARY FENCING SCREEN TREE LEGEND NEW SCREEN SHRUBS- MIN. GAL, MIN. 6 FEET HIGH SIZE QUANTITY LN - LAURUS NOBILIS - GRECIAN LAUREL 15 GAL. 11 WATER EFFICIENT COMPLIANCE CHECKLIST NOTES - TURF, PLANTING, SOIL MANAGEMENT 1 LESS THAN 25% OF PLANTING AREA IS TURF (12% OF LANDSCAPE AREA IS TURF) 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 GROUP OF VALVES 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE 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 SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES 7 SEE SHEETS L3 AND L4 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY SCREENING NOTES 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED. IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. 12 PRIVACY PLANTING: THE FINAL PRIVACY -PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH THE CITY'S REQUIREMENTS, 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND NEW FRONT YARD TREE 15 GRADING AND DRAINAGE TO BE DONE ACCORDING TO THE APPROVED GRADING AND DRAINAGE PLANS DONE BY OTHERS Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2019-018 pplication Number(s) Approval Body: Director/ Staff Approval Date 11/08/19 Signature Erick Serrano Case Manager Plant Legend KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME GALLONS RATING GROUND COVERS LN 11 15 gal. 10' max. LOW Laurus nobilis Grecian Laurel BF 6 1 3'- 6' LOW Bulbine frutescens Yellow Screen shrub min. 6' high when planted - see notes LY 8 1 4'- 8' LOW Lantana SpreadingYellow Low Yellow Lantana LI 1 24'' box 20' to 30' LOW Lagerstroemia Tuscarora Crape Myrtle SL 2 1 4'- 8' LOW Salvia leucantha Mexican Sage Front yard tree- min. 6' height when planted LB 10 1 3- 8' LOW Lomandra Breeze SHRUBS LC 7 1 3' - 5' LOW Loropetalum Razzleberry RC 6 5 4'- 8' LOW Rhaphiolepis minor or Clara India Hawthorne NC 8 1 3'- 5' LOW Nandina Gulf Stream Heavenly Bamboo LP 4 1 3'- 5' LOW Limonium perezii Sea Statice LM 5 1 3' - 5' LOW Lantana montevidensis Purple Lantana AH 5 1 5-7' LOW Arctostaphlos Howard McMinn Manzanita DV 4 1 5-7' LOW Dietes irridioides - variegated Fortnight Lily LAWN sod HIGH Turf Tall Fescue with headerboard at edge Plant quantities are for planning purposes only. Contractor to do own plant count and install all plants on plan Yard Tree Lx. IFront 1P (i1 DP TC_1T T1R q A A71UNI TP Crane Mvrtle 4" Tristania laurina Landscape Site Legend ❑1 Driveway - Concrete Pavers - pattern and color to be determined later by owner �2 Front walkway - Concrete Pavers - pattern and color to be determined later by owner 03 Front landing/porch - concrete - color to be determined by owner later Rear patios and side walkway - Concrete Pavers - pattern and color to be determined later by owner �5 Existing fencing to be kept when in good condition and repaired or replaced when necessary © New 6 foot high fence solid wood with 3 foot wide gate ❑7 3 inch deep crushed granite 4 dia. gravel with 2x4 header board when not contained by conc. ® Sod lawn - Turf Tall Fescue - straight edges to be 2x4 rough RWD, curved edges to be 1 x4 Bend a Board, Epic Plastics Keep sprinklers and lawn edge min. 24 inches from impervious paving Paving In Frontyard Setback IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% TOTAL AREA IN FRONT YARD SETBACK = 1800 sq.ft. TOTAL IMPERVIOUS PAVING = 569 sq.ft. = 32% of TOTAL AREA "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied them for the efficient use of water in the landscape design plan" 6(�qLo-o IS Gregory Lewis - Landscape Architect Lic. #2176 8-8-19 Planting Plano "$m Ich ✓lulch rl move ,4",3" lum ,phostemon ertus emove I" Persimmon Revision CV w _ o co M LO Q w co S_ L Q U c� CO LO 0) 0) Q O � z Q U L) rn N J u) U � �L) Co -0 w J Oa_ L / LU co r` C� �j � �,NDSGgpe No. 2176y� �►' Lew is 4/ 0/2020 qTF OF CAL�� U W W � U � O n1 W O � U L O Q cn O O 0 O ,O O U Date 8/8/19 Scale As Noted Drawn Greg Job Sheet L I of 5 Irrigation Legend KEY MANUF. MANUF. # 3 [C] Hunter Pro-C L3 Hunter SOLARSYNC DESCRIPTION Controller with enough modules for 6 stations exterior wall mount with multiple programing, cycle start, and calender program Install Solarsync weather sensor in sunny location that receives rain System will adjust valve run times according to weather Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 pressure regulator, and adaptor to drip tubing Hunter PGV-ASV 075 3/4" antisiphon valve for lawn sprinklers Run 1" Sch 40 PVC pressure line from point of connection to valves Toro 0-12 Rainbird XBT-10-6 A L3 3/4" B L3 1 " PL W NP 12' Precision Series Spray Nozzles on Hunter 6" FIRS 30 pressure regulated sprinkler bodies .74 GPM, 12', @ 30 psi for half pattern 1 /2" FPT Multi outlet Xeri-Bug with 10 GPH drip outlets on 4' length of Rainbird SPX -FLEX 100 pipe with SB barb fittings Use one per tree and use 3 - 10 GPH outlets with 1 /4" drip tube going to edge of rootball, equally spaced around it Hide tubing under 2 inches of soil in addition to the mulch 3/4" manual brass ball valves - same size as pressure line Nonpressure line - Sch 40 PVC 3/4" unless noted for larger size - 12" of cover Pressure line - Sch 40 PVC : 1" unless noted for smaller size - 18" of cover LINES UNDER PAVING - 24" deep with sand backfill 1" Sch 40 PVC pressure line in 1-1 /2 " sleeve 1-1 /4 " gray elec PVC sleeve 3/4" Sch 40 PVC nonpressure line in 1-1 /4 " sleeve E 3/4" PE drip tubing with compression fittings - see drip notes L3 E 3/4" PE drip tubing with compression fittings - see drip notes L3 Tree Irrigation WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND UTILIZES A RAIN SENSOR 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD". ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 SQ.FT. OF LANDSCAPE AREA - THEY ARE NOT REQUIRED ON THIS PROJECT WITH LESS THAN 5000 SF 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS NO LAWN. ADDITIONAL NOTES 8 SEE SHEET L3 AND L4 FOR DETAILS AND SPECIFICATIONS 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 45 P.S.I. AT THE POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW THRU THE VALVES WITH MORE FLOW). iF PRESSURE EXCEEDS 75 PSI AT POINT OF CONNECTION INSTALL A WILKINS 600 3/4" PRESSURE REGULATOR STATIC PRESSURE IS APPROX. 85 PSI IN THIS AREA. 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER POSSIBLE. 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE. INSTALL 1" TEE AND A BALL VALVE AND RUN 1"SCH 40 PVC TO VALVE LOCATIONS. KEEP ANTISIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6" TO 12" ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF PATHS. 12 MAKE PROVISIONS TO ADD AN EXTRA CONTROL WIRE TO THE LOCATIONS OF THE VALVES WITH LARGE GPM FLOWS SO THAT EXTRA VALVES CAN BE ADDED IF THERE ISN'T ENOUGH WATER VOLUME AVAILABLE AT THE NECESSARY PRESSURE 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE Communi y Development Department CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. Planring Division — Cupertino THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR NEW CUPERTINO APPROVED PLANTINGS AND MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION Case # R-2019-018 MAINTENANCE SCHEDULE. pplicationNumber(s) READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT Approval Body: C (rector / Staff LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT Approval Date 11/08/19 DO NOT MAKE PLANT SUBSTITUTIONS, ADD PLANTS, OR CHANGE THE IRRIGATION SYSTEM Signature Eric[ Serrano DESIGN WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT Case Manager Drip Irrigation Notes 1) SECURE LARGER 3/4" DRIP TUBING 1" BELOW GRADE WITH T 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. COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE LENGTH OF SMALLER 1 /4" TUBING. SECURE EMITTERS ON 3/4" TUBING AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1 /4" TUBING FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ON 1 /4" TUBING AT 12" ON CENTER AND COVER TUBING WITH 1" OF SOIL PLUS MULCH. 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER THE ROOTBALL. 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT 1 /4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. I Ex. 1P nn1P 1TC_1T T1R q A A71UNlI TlU 4" Tristania lourina "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied them for .the efficient use of water in the irrigation design plan" C��l�l IS Gregory Lewis - Landscape Architect Lic. #2176 8/8/19 Drip Irrigation Notes EMITTER SCHEDULE: TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,LY,LP,BF THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,RC,LC,LB,NC,SL,AH FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN ROOT ZONE AREA. FOR TREES INSTALL FOUR 1 GPH EMITTERS ON AND AT EDGE OF ROOTBALL AND AN ADDITIONAL TWENTY SIX 1 GPH EMITTERS AT 2 FOOT GRID UNDER FUTURE CANOPY Irrigation Plan o1/8 11= 1 1-0 11 m. ko move 413" lum ,phostemon ertus emove Persimmon Revision N U w t= _M co 0 C) co co w a co S (` U � Co rn o � Z Q U � w N J C U MM L) ) w J c n/ OL Y M w ti 0 �,NDSG4pF No. 2176� Cyr Lam, Is 4/ 0/2020 8 8 O� qT� OF CA W U W 0 W U O n� � W 0L � U Q O ry O ,O O U Date 8/8/19 Scale As Noted Drawn Greg Job Sheet L2 of 5 Commun Plan CUPERTINO Case # Approval Body: Approva I Date_ Signature E y Development Department ng Division — Cupertino APPROVED R-2019-018 pplication Number(s) rector / Staff 11 /08/19 Serrano Case Manager 3" deep gravel ' 2" clearance Manual Gate Valve No Scale L0 1 LM.1. oil Trenches/Lines No Scale Use bolt on lid Mark lid with "Irrig. Gate Valve" Gate valve or water meter some size as pressure line PVC Male Adapter Li Mlpt x Slip _Sch 40 PVC pressure line —Bricks under valve box corners Mulch Lateral — nonpressure line 12" cover Main — pressure line — 18" cover OF direct burial wire 24 V — tape and bundle wire every 10 feet Use 6" deep sand bedding and 6" deep sand backfill in rocky soils Snake lines in all trenches Vehicle paving All lines to have min. 24" cover under vehicle paving with 6" compacted sand bedding and compacted sand backfill Provide minimum 3" clearance between lines Valves for spray sprinklers do not require filter and regulator Combination atmospheric vacuum breaker/ control valve with flow control and with or 4--X�without auto. control as noted on plans Filter Water proof connectors such as DBI LBottom of antisiphon valve minimum 6" _ above highest downstream sprinkler or emitter Regulator--� To sprinklers Sch 80 PVC risers Sch 40 PVC pressure line and OF direct burial control wires as per specs. Auto. Antisiphon Valve with Filter and Regulator for Drip No Scale Install as per local code and manuf. instructions — Secure controller to wall with suitable anchors as approved by inspector �]Controller — see legend on irrig. plan :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 Wall Mount Controller No Scale Use bolt on lid Mark lid with "Drip Flush Valve" ArborTie nailed to stake Flush Valve 2" dia. Lodge Pole or equivalent — 18" in solid ground placed outside rootball and plumb III E I ArborTie nailed to stake L f I Mulch (3" deep) pulled 3 inches away from trunk II PE drip tubing buried 1" deep I Qgo f I I C'� Top of rootball to be 2 inches above level = = surrounding soil Run next to rootball of each lant — a&V — Temporary See drip irrig. notes 4" high berm for water basin at edge of Space emitters evenly around plant 6" deep gravel root ball on top of and at edge of root ball Use as little 1/4" tubing as possible Drip Emitter and Flush Valve Agriform Plant Tablets 21 gram — E _ ackfill native soil No Scale — — Plant pit to be 3 times wider than the plant IIIII container — it's not shown to scale on dwg Sch 80 nipple Hunter 12" swing joint — to allow height of sprinkler to be adjusted and to protect lateral line Pop-U No Scale See plan for distance from paving and building Sprinkler Rainbird \ SPX FLEX 100 hose 36" to 48" long with high pressure insert fittings Top of head flush with grade Drip/Bubbler at edge of plant rootball Rainbird SBE-050 1 /2M NPT x 1/2" barb elbow above grade Mulch PVC tee or ell on lateral line Rainbird SBA-050 1 /2M NPT x 1/2" barb adaptor PVC SST tee or ell on lateral line Drip/Bubbler w/Flexible PVC Riser G No Scale All male adapters above grade to be Sch 80 or marlex When using multi outlet emitters run 1/4" tubing to locations equally spaced around edge of rootball and install bug caps on ends of tubing Secure tubing to soil under mulch with 7" metal U stables 1) 8 — 12 hours before installation, water all plants while still in containers sufficiently to thoroughly wet root balls 2) Dig hole at least 2" less deep than the container and 3 times wider than the diameter of the container the plants were delivered in. 3) Gouge holes in the side of the plant pit — 2 holes per sq. ft. of wall surface 4) Remove rootball carefully from container with support from below. Sever any circling roots (3/16"dia. or greater) with sharp knife. Do not pull roots apart. The severing of large roots will encourage new roots at the cuts. Install enough backfill under root ball so top of rootball ends up 2" above grade of surrounding soil when it settles. Install some of fertilizer packets under root ball. 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel handle or feet being careful not to disturb root ball 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 with backfill and pack it. 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 8) Install stakes such that the stakes and the tree ties won't damage the tree and the stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below branches that could be rubbed by stakes. Install stakes so they are straight up and don't lean in to each other Tree Plantin No Scale Mulch 3" deep) pulled 2 inches away from stems Temporary 4" high berm for water basin at edge of root ball Slow release Agriform plant tablets IIII 1 gal plant — 2 tablets per plant 5 gal plant — 3 tablets per plant 15 gal plant — 6 tablets per plant III 'tlaBackfill —native soil ........... ... Native soil dug out 2 times depth of container III�I I I_ Plant pit at least 3 times diameter of container 1) 8 — 12 hours before installation, water all plants while still in containers sufficiently to thoroughly wet root balls 2) Dig the plant hole at least 3 times the dia. and 2 times the depth of the plant container. 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be such that when the plant is installed and settled it will be slightly above grade of existing soil. Fill hole with water . 4) Remove rootball carefully from container by tapping out, not pulling out by the stem. Scarify rootball walls in 3 vertical cuts and bottom to 1/2" deep, or by cutting roots of 1/2" or larger with shears. Do not pull roots apart. 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. 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the water to percolate in, doing this 3 times or more until root ball and backfill is wet 9) Install mulch Shrub Planting No Scale Details Revision CV U w � M LO U Q " co pe W Q a� o L0-0 °' O U C Z v Q J �C) c U) c� U) _ U co w c0 �; J O (D co co W C� �,NDSGgpF � No. 2176y� 6r (,ewls 4/307020 qTF OF CAL�� W U W U O n1 � � W U Q V) O O OCD I� O U Date 8/8/19 Scale As Noted Drawn Greg Job Sheet of GENERAL CONDITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION 1.1 QUALITY ASSURANCE: A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. It is the Contractor's responsibility to verify all information contained in the plans and specifications and to notify the Architect of any discrepancy prior to ordering products or commencing with the work. C. Check and verify dimensions, reporting any variations to the Architect before proceeding with the work. 1.2 CONTRACTOR COORDINATION A. It is the responsibility of the Landscape Contractor to familiarize himself with all grade differences, location of walls, retaining walls, etc., and to coordinate work with the General Contractor. 1.3 DIMENSIONS AND SCALE A. Dimensions are to take precedence over scale at all times. Large scale details are to take precedence over those at small scale. Dimensions shown on plans shall be adhered to insofar as it is possible, and no deviation from such dimensions shall be made except with the consent of the Architect. The Contractor shall verify all dimensions at the site and shall be solely responsible for same or deviations from same. 1.4 LAWS AND REGULATIONS A. The Contractor shall conform to and abide by all city, county, state and federal building, labor and sanitary laws, ordinances, rules, and regulations. 1.5 LICENSES AND PERMITS A. The Contractor shall give all notices and procure and pay for all permits and licenses that may be required to complete the work. 1.6 SUBMITTALS A. At the request of the owner or the Landscape Architect, submit manufacturer's and/or supplier's specifications and other data needed to prove compliance with the specified requirements including certificates stating quantity, type, composition, weight, and origin of all amendments, chemicals, import soil, planter mix, plants, and irrigation equipment used on the site. 1.7 PRODUCT SUBSTITUTIONS A. Any product substitutions shall be requested in writing. The Landscape Architect must approve or refuse any substitutions in writing. Lack of written approval will mean the substitution is not approved. Any difference in cost to the Contractor of a less expensive substitution shall be credited to the Owner's 1.8 ERRORS AND OMISSIONS A. The Contractor shall not take advantage of any unintentional error or omission in the drawings or specifications. He will be expected to furnish all necessary materials and labor that are necessary to make a complete job to the true intent and meaning of these specifications. Should there be discrepancies in the drawings or specifications, the contractor shall immediately call the attention of the Architect to same and shall receive the complete instructions in writing. 1.9 INSPECTIONS/REVIEWS DEFINITION A. Inspection or observation as used in these specifications means visual observation of materials, equipment, or construction work on an intermittent basis to determine that the work is in substantial conformance with the contract documents and the design intent. Such inspection or observation does not constitute acceptance of the work nor shall it be construed to relieve the contractor in any way from his responsibility for the means and methods of construction or for safety on the construction site. Inspection or observation will be done by the Landscape Architect only if requested by the owner in writing. This service will require a written contract for additional fees. LANDSCAPE IRRIGATION PART 1 - GENERAL 1.1 WORK INCLUDED A. The work includes but is not necessarily limited to the furnishing of all materials, equipments, and labor required to install a complete irrigation system. 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor in writing to be free from defects in material and workmanship for a period of one year from acceptance of the work. The guarantee shall include repair of any trench settlement occurring within the guarantee period, including related damage to paving, landscaping, or improvements of any kind. 1.3 REVIEWS A. Request the following reviews prior to progressing with the work: 1 Layout q 9 P P 9 9 () Y of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all heads, valve boxes and operation of system. 1.4 WATER PRESSURE A. Verify the existence of the minimum acceptable volume of water at the minimum acceptable dynamic pressure as per plan at the point of connection at the earliest opportunity, reporting insufficient volume and/or pressure to the Landscape Architect. Contractor is responsible for cost of installation of pressure regulator if pressure exceeds 80 psi. 1.5 UTILITIES A. Verify the location of all existing utilities and services in the line of work before excavating. Take all precautionary measures necessary to avoid damaging 1.6 ELECTRICAL CONNECTION A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by others) at location noted on plan for installation of controller. Communi y Development Department Planring Division - Cupertino tUPERTINo APPROVED Case # R-2019-018 pplication Number(s) Approval Bodyrector / Staff Approval Date:111/08/19 Signature Eric[ Serrano Case Manager PART 2 - PRODUCTS 2.1 PIPE A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, type 1-11 fittings bearing the seal of the National Sanitation Foundation, and complying with ASTM D2466 for pressure line and also for any water lines under asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger pipe is specified in the irrigation legend. For joining, use a solvent complying with ASTM D2466 and recommended by the manufacturer of the approved pipe. Pipe is to be continuously and permanently marked with the manufacturer's name, pipe size, schedule number, type of material, and code number. B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, Schedule 40, threaded, coupled, and hot -dip galvanized. Use 150 lb. rated galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below grade with 2" wide, 10 mil. plastic wrapping tape (#50 Scotch wrap or equal). C. Drip tubing is to be as noted on plans. Use compression fittings. 2.2 CONTROL WIRE A. Use type OF direct burial wire minimum size #14, copper, U.L. approved for irrigation control use for runs of 1000 feet or less. For longer runs consult with Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type wire connectors at splices. No underground splices will be allowed without a splice box. 2.3 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which the work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.2 EXCAVATION A. Trenches may be excavated either by hand or machine, but shall not be wider than is necessary to lay the pipes. Care should be taken to avoid damage to existing water lines, utility lines, and roots of plants to be saved. B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from controllers to remote control valves. 3. Twelve (12) inches for lateral distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. C. Under existing paving, piping may be installed by jacking, boring, or hydraulic driving except that no hydraulic driving will be permitted under asphalt concrete pavement (most pipes and sleeves under A.C. paving are to be installed prior to installation of the paving). Where cutting or breaking of existing pavement is necessary, secure permission from the Architect before cutting or breaking the pavement, and then make necessary repairs and replacements to the approval of the Architect and at no additional cost to the Owner. 3.3 INSTALLATION OF PIPE A. Handling and assembly of pipe, fittings, and accessories shall be by skilled tradesmen using methods and tools approved by the manufacturers of the pipe and equipment and exercising care to prevent damage to the materials or equipment. B. Metal pipe threads shall be sound, clean cut, and cored to full inside diameter. Threaded joints shall be made up with the best quality pure joint compound carefully and smoothly placed on the male threads only throughout the system. C. On plastic threaded connections use the sealer recommended by the manufacturer of the plastic valve or fitting. Do not use paste sealer products on plastic valves. Tighten plastic threaded connections with light wrench pressure only. D. Connections and controls shall be functionally as shown on the drawings, but physically shall be the most direct and convenient method while imposing the least hydraulic friction. Install lines in planting areas whenever possible. E. Thread male PVC connections into metal female connections rather than the opposite. F. Interior of pipe fittings, and accessories shall be kept clean at all times, and all openings in piping runs shall be closed at the end of each days work or otherwise as necessary to prevent the entry of foreign materials. Bending of galvanized steel pipe will not be permitted. Install plastic pipe with the markings turned up to be seen from above until the pipe is buried. "Snake" the pipe in the trenches so that there will be a small amount of excess length in the line to compensate for contraction and expansion of the pipe. G. Place backfill in 6" layers such that there will be no settling. The top 6" of soil is to be the top soil and soil amendment mixture. All backfill shall be free of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain approval of the owner's representative before backfilling joints. 3.4 INSTALLATION OF EQUIPMENT A. Flush lines clean prior to installation of valves, sprinkler heads, or hose bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose bibs, and other equipment as per the Irrigation Plan and details. 3.5 ELECTRICAL WORK A. The line voltage work shall consist of connecting the controller to the nearest available 115 volt supply. The line voltage connection shall be in conduit, in accordance with local electrical code. Controllers mounted inside buildings can be plugged into outlets. The low voltage work shall include all necessary wiring from the controller to the automatic sprinkler valves, installed in accordance with the manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) inches long shall be provided at each automatic valve. Appropriate expansion loops shall be provided throughout the system to assure that no wiring will be under stress. B. All splices and connections on the 24 volt system shall be made using 3M DBY Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. C. Wiring, wherever possible, shall be placed in the same trench with, and alongside of, the irrigation main water line. Tape and bundle wire every ten feet. All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe sleeves prior to paving operations. D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation wire. Unless noted differently on the plan, common grounds shall be white, size #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape Architect for wire size. Under no circumstances, on multiple controller installations, will a single common ground, shared by each controller, be permitted. Each controller shall have its own separate common ground wire. 3.6 TESTING A. All testing shall be done in the presence of the Owner's Representative. Center -load all pipelines with clean soil approximately every four feet to resist hydraulic pressures, but leave fittings exposed for inspection. Piping under paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge on lines to be tested. All valves shown on Plans shall be in place and shall be in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 P.S.I. If available static water pressure is under 100 P.S.I., provide suitable pump for tests. Fill pipelines slowly to avoid pipe damage, and bleed all air from lines as they are being filled. After closing valve at water source, mains shall hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected to have minor seepage at multiple swing joint assemblies. Major leaks are not acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal any piping or assembly flaws. The laterals are not expected to hold gauge pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to the "off" position, as appropriate. Repair any flaws discovered in mains or laterals, then retest in same fashion as outlined in presence of the Landscape Architect until all lines have been approved. Provide required testing equipment and personnel. 3.7 SYSTEM ADJUSTMENT A. The entire sprinkler system shall be properly adjusted before final acceptance. Adjustments shall include but not necessarily be limited to: (1) Adjustment of arc and distance control devices on sprinklers, including changing nozzle sizes if necessary to assure proper coverage of planted areas. (2) Relocation or addition of sprinkler heads if necessary to properly cover planted areas, without causing excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of automatic valves as necessary to operate sprinklers at manufacturer's recommended pressure. (4) Adjustment and testing of all automatic control devices to assure their proper function, both automatically and manually. (5) Installation of pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads even if pop -ups are not shown on the plan. (6) Installation of check valves to keep sprinkler head drainage from eroding landscape areas, wasting water, or creating soggy spots in the landscaping. 3.8 AS -BUILT DRAWINGS AND INSTRUCTION A. Regularly update a print of the system noting any changes which are made by dimensioning features below grade from surface features with at least two dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints marked to show changes during construction. The most important features to mark on the plan are valves, pressure lines, wires, and hose bibs. B. After the system has been completed, inspected, and approved, instruct the Owner's maintenance personnel in the operation and maintenance of the system. Give the Owner completed warranty cards for the irrigation equipment and keys to controllers and hose bibs. SOIL PREPARATION AND PLANTING PART 1 - GENERAL 1.1 DESCRIPTION A. The work includes, but is not necessarily limited to, the furnishing of all materials, equipment, and labor required to do the installation and complete placement of topsoil, fine grading, soil conditioning, and planting. 1.2 QUALITY ASSURANCE A. Plant Identification and Quality 1. Plants are to be true to name, with one of each bundle or lot tagged with the name of the plants in accordance with standards of practice of the American Association of Nurserymen. In all cases, botanical names take precedence over common names. 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, eggs, larvae, excessive abrasions, sun scalds, or other objectionable disfigurements, and shall conform to the standards as outlined by the California Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". All plants shall have normal well developed branch system, and vigorous, fibrous root systems which are not root bound. Ground cover plants (rooted cuttings) shall have well developed root systems and be kept moist prior to and during installation. Plants shall be nursery grown and of size indicated on Drawings. All plants not conforming to those requirements will be considered defective, removed from the site and replaced with acceptable new plants at the Contractor's expense. 3. Sod shall have a well developed root system. Yellowing, brown, diseased, dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within 72 hours of delivery to the site. Sod is to be delivered to the site within 24 hours after being harvested and installed immediately after being delivered. Sod shall not be stored on the site overnight. An sod delivered to the site that 9 Y cannot be installed the same day shall be removed and not used on the site. 4. Ground cover is to have well developed roots and foliage. It is to be grown in P 9 and delivered to the site in flats. 1.3 SUBMITTALS A. Provide the results of lab tests done on representative samples of existing soils and imported soils to be used for the top 12" or more of landscape area. Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab personnel. Soil samples are to be tested for: 1. Particle size distribution (clay, silt, sand). 2. Agricultural suitability including any excess problems; i.e., salinity (calcium, magnesium), boron, sodium, pH level. 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, magnesium, copper, zinc, and boron. 4. Chemicals and/or poisons that would hinder plant growth. The owner is to decide if tests for poisons will be done since there is a small chance that any exist and the cost of testing for them is expensive and difficult. An interpretation of the test results and their affect on plant performance done by the lab staff or an approved horticultural consultant should be included in the report. The Owner is responsible for the cost of initial testing and for any additional chemicals and amendments that are required that are not already included in the Specifications or Drawings. Soils tests must be done as soon as possible and prior to ordering or installing soil amendments or plant materials. Plant selections and soil amendment specifications are subject to change depending on the results of the soil tests. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise bid when results of soil fertility tests are obtained. 1.4 GUARANTEE A. Trees shall be guaranteed 1 year - all other plant material 120 days following final acceptance. Any plant material needing replacement because of weakness or probability of dying will be replaced with material of similar type and size to that of the surrounding area. The replacement plants will have the same guarantee as the original plants or trees, starting the day of their replacement. The Contractor is not responsible for losses due to vandalism if he has taken reasonable measures for protection of the plants. 1.5 PRODUCT HANDLING A. Protect plants before and during installation, maintaining them in a healthy condition. Application(s) of anti-dessicant may be required to minimize damage. The Contractor is responsible for vandalism, theft, or damage to plant material until commencement of the maintenance period. 1.6 REVIEWS A. Request the following reviews by the Owner's Representative at least three (3) days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil test (3) Verification of incorporation depths (4) Finish grade (5) Plant material quality approval (6) Plant material layout (7) Plant pit sizes (prior to planting plants) (8) Preliminary inspection (9) Final inspection (5 day advance notice required) PART 2 - PRODUCTS 2.1 TOPSOIL A. Native topsoil or import landscape soil 2.2 NATIVE TOPSOIL A. Native soil on site without admixture of subsoil, free from rocks over two cubic inches, debris, and other deleterious material. Native topsoil is to be stripped, stockpiled, and reinstalled. 2.3 IMPORT LANDSCAPE SOIL A. Import landscape soil must be tested and meet the following specification: 1. TEXTURE: Sandy loam to loam 2. GRADING: SEIVE SIZE PERCENT PASSING SIEVE 25.4 mm (1") 95 - 100 9.51 mm (3/8") 85 - 100 53 Micron (270 mesh) 10 - 30 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: a. Salinity: Saturation Extract Conductivity (ECe x 103 ® 25 degree C.) Less than 4.0 b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 C. Boron: Saturation Extract Concentration Less than 1.0 PPM d. Reaction: pH of Saturated Paste: 5.5 - 7.5 e. Lime: less than 3% by weight 4. PESTS: a. The population of any single species of plant pathogenic nematode: fewer than 500 per pint of soil. 5. ORGANIC MATTER a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. Soil is to have less than 30% organic matter at 0 to 18 inches in depth Organic matter to be less than 1" dia. Do not use mushroom compost. No noxious weeds are allowed. 6. FERTILITY CONSIDERATIONS: a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, potassium, calcium, and magnesium to support normal plant growth. In the event of nutrient inadequacies, provisions shall be made to add required materials to overcome inadequacies prior to planting. 7. COMPACTION a. Compact the soil enough so it doesn't settle more when walked on and not significantly over time where the flow of drainage will be affected or soil needs to be added. Don't over compact or work soil when it has too much moisture. Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. 2.4 ORGANIC SOIL AMENDMENT A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the supplier, and contains a wetting agent. Also see note on planting plan 2.5 ORGANIC MULCH A. See Planting Plan 2.6 PLANTER SOIL MIX A. See Planting Plan and Details. 2.7 BACKFILL FOR PLANT PITS A. For native soils with 50% or more clay content - 75% topsoil and 25% organic amendment thoroughly mixed and incorporated together with no topsoil clods larger than 1/2" diameter. In heavy clay soils or other soils with large clods this will require mixing the backfill in a stockpile at the site or at the supplier. For soils with less clay content amend only the top 8" of the plant pit backfill as per the soils lab recommendations. 2.8 FERTILIZER A. Fertilizer needs and amounts will be based on the results of the soil test B. Sod lawn areas (there is no lawn on the plan) 2.9 PLANT MATERIAL SUBSTITUTES A. Substitutes will not be permitted except when proof is submitted that plants specified are not available and then only upon approval of the Landscape Architect and Owner. 2.10 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Landscape Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which the work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of all weeds and debris prior to any soil preparation or grading work. Weeds and debris shall be disposed of off the site. C. Contaminated Soil - Do not perform any soil preparation work in areas where soil is contaminated with cement, plaster, paint or other construction debris. Bring such areas to the attention of the Owner's Representative and do not proceed until the contaminated soil is removed and replaced. D. Moisture Content - Soil shall not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in the air or that clods will not break readily. Water shall be applied, if necessary, to bring soil to an optimum moisture content for tilling and planting. 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT A. Request a review by the Owner's Representative to verify specified limits and grades of work completed to date before starting soil preparation work. Place topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise on the Plans. (Topsoil may already exist in the planting areas). Integrate topsoil layer into subsoil or existing compacted topsoil layer by ripping. Complete rough grading as necessary to round top and toe of all slopes, providing naturalized contouring to integrate newly graded area with the existing topography. Verify that rough grading is completed in accordance with civil engineering drawings and/or any landscape grading drawings. Break through any compacted layers of subgrade material (sometimes left from building or paving pad compaction) that will not allow water in planting areas to percolate through, causing a boggy, over saturated soil condition. You may have to use a backhoe or rotohammers to break up and turn soil to a minimum depth of 12". If proposed planters are in areas of existing paving or baserock, remove at least 12" of material and bring in top soil up to grade required by grading plan. Rough grading in planting areas is to be such that when amendment is incorporated and the mulch is installed, the grade will be +- 1" to finish grade. B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in the amounts recommended by the soils lab over all planting areas unless noted otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement and regrade to establish elevations and slopes indicated on Drawings. 3.3 FINISH GRADING A. The Contractor shall make himself familiar with the site and grading plans and do finished grading in conformance with said Plans and as herein specified. B. Grades not otherwise indicated shall be uniform levels or slopes between points where elevations are given or between points established by walks, paving, curbs, or catch basins. Finish grades shall be smooth, even, and on a uniform plane with no abrupt changes of surface. Minor adjustments of finish grades shall be made at the direction of the Landscape Architect, if required. C. All grades shall provide for natural runoff of water without low spots or pockets. Flowline grades shall be accurately set and shall be not less than 2% gradient wherever possible. Grades shall slope away from building foundations unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. 3.5 MULCHING A. Recultivate soils compacted by planting or other operations and smooth the soil areas prior to applying mulch. Mulch all planting areas to a depth as noted P P 9 P on plans. This depth should be as per the plans even after being settled and stepped on 30 days after installation. Water lightly to settle mulch. Do not bury ground cover with mulch. Place and settle mulch in such a way that it does not get washed onto paving or block drain swales or inlets. 3.6 WEED CONTROL A. The Contractor is responsible for pre -emergent weed control. Follow the manufacturer's directions. The Contractor is responsible for the replacement of any plants (other than weeds) that are hurt or killed due to the misuse of weed control products or use of the wrong product. Clay soils can increase the affect of certain pre-emergents. Adjust the application rate accordingly. Some owners may prefer hand weeding to chemical weed control although it is usually more expensive. 3.7 MAINTENANCE A. Maintenance shall begin immediately after each plant is installed. B. Maintenance will include: 1. Continuous operations of watering, weeding, cultivating, fertilizing, spraying, insect, pest, fungus, and rodent control, and any other operations to assure good normal growth. 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, herein specified, furnish and apply any additional fertilizers necessary to maintain plantings in a healthy, green vigorous growing condition during the maintenance period. 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free from debris at all times and shall be cultivated and weeded at no more than 10-day intervals. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by the use of approved insecticides and fungicides. Moles, gophers, and other rodents shall be controlled by traps, approved pellets inserted by probe gun, or other approved means. 5. Protection: Work under this Section shall include complete responsibility for maintaining adequate protection for all areas. Any damaged areas shall be repaired at no additional expense to the Owner. 6. Replacements: Immediately replace any plant materials that die or are damaged. Replacements shall be made to the Specifications as required for original plantings. 7. Hand Watering: Even when planting areas are watered with automatic irrigation, the soil surrounding the plant pits can be moist while the sawdust/sand root ball is dry. This can cause the plants to deteriorate or not grow (even during the winter). The plants will do best (especially during the hot season) if they are hand watered deeply until their roots grow out into the surrounding soil. 3.8 PRELIMINARY INSPECTION A. As soon as all the planting is installed, the Contractor will request the Owner's Representative (in writing) to make a preliminary inspection. The 30 calendar day maintenance period will start when the work is approved. Replacement and/or repairs may be required for approval. The Contractor is to notify the Owner and the Owner's Representative in writing when the 30 day maintenance period begins. 3.9 FINAL INSPECTION A. At least 5 days prior to the anticipated end of the maintenance period, the Contractor shall submit a written request for final inspection. The planting areas shall be weeded, neat and clean. The work shall be accepted by the Owner exclusive of the plant materials upon written approval of the work by the Owner's Representative. Landscape Specifications Revision N U LLl CD rn o _ 2 M co U Q co S LLJ QLO o ca 0-)o U (� <� Cn C) z N @) U Q J U) c Cn co _0 c�a L1J ca � J Of a_ co co LLl Of 0 �NDSC4pe No. 2176y� e 4 /2020 g g Q qTF OF CAL�� W U W v I (D U v I �n1 W W � U nn11� W > Q Cn/,) W cD OC) �10 v ! 0 U Date 8/8/19 Scale As Noted Drawn Greg Job Sheet L4 of CUPERTINC Case # Appro� Approx. Signature Erick Serrano Case Manager