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R-2021-011, RM-2021-010 Approved PlansCol CUPERTINO Case # Approval E Approva I E Signature A. PROPERTY OWNER SHALL RECORD A pM L0� MOE G�]O4C� pG30�JCC�4 DLQ4Q 4G3CC pG304CC�4�OC�] �']il CLQ0MG3C ..... ...................... . . . . . . . .. . . . ...... 0 munity Development Department COVENANT ON THE PROPERTY FOR THE :. .... Planning Division - Cupertino - NEW TREES SHRUBS PLANTED FOR / 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE JOB LOCATION: 10618 GASCOIGNE DRIVE 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE ..... .'.'.' .' ' ' ' ' '.'.'.'.' .'.'.'.'.'.'. .' i4 _ _ \ / / \ \ _ OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY JURISDICTION: CITY OF CUPERTINO RELATIONSHIP OF PROPOSED GRADING AND UTILITY APPROVED R-202 - \ , _ \ /' i 9.43' P.L. _ _ - �- 1- - - �' �- - ' j� W \ / `I PURPOSE OF REQUIRED REPLACEMENT TREES, PRIVACY PROTECTION, AND FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR COMMISSIONS CONTAINED THEREIN. IF DURING THE APN: 375-22-024 CONST. TYPE TRENCHING TO THE TREES DESIGNATED FOR PRESERVATION. CONSTRUCTION AND GRADING SHOULD .'.'.....'.'.'..'.'. :.:.:.� :.:.:.' :.:.:. :.:.: :.:.: :....N A \ \/ \/ \ I o i o REQUIRED FROM YARD TREE. COURSE OF CONSTRUCTION IMPROVEMENTS PUBLIC VB FIRE SPRINKLER YES NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE GROUND LEVEL IS S.'.T tJ'.'D i.'.O. ody: Director / Staff I i \ o 7 II o II o o �\ �\ ( M o \ / \ , II o % B. FOLLOWING COMPLETION OF INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO LOT SIZE: 5,733SF ZONING: R1-5 PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, THE ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE .. ... .. .. _ . ...... ..... ...�. .... o @ o ate 05/24/2 _ m \ \ _ / \ 13 ,/ \� 19 i/ / / _ _ / \ _ _ / CONSTRUCTION, AN AFFIDAVIT FROM AN ISA-CERTIFIED ARBORIST SHALL BE SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEERS SHALL HAVE THE AUTHORITY TO OCC GROUPS R3/U THE IMPACT TO THE TREE(S). 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND • • . • • • • • . • .......'.'.'.'.'.'.'...................(P •� Gian Paolo M�rtire I / !- - % PROVIDED COMFIRMING THAT THE NEW REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO LAND USED LOW DENSITY 1-6 DU/Ac ALL TREES ADJACENT TO THE PROPERTY SHALL BE C Case anagR 'n o , \ �- �j / N TREES HAVE BEEN PLANTED PROPERLY SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER PROTECTED AGAINST DAMAGE DURING CONSTRUCTION co � o < / + N I oP�--I - - - - X- - 23 - - 23 - �- - I 26 / \ � .� ' I D 23 12 I o , U I AND ACCORDING TO PLAN. AND OR CONTRACTOR. / PROJECT COMPLY W/ 2019 CBC, PLUMBING 2019 CPC 2019 CMC 2019 CA RESIDENTIAL, 2019 CEC 2019 CFC OPERATIONS BY CONSTRUCTING A FOUR -FOOT -HIGH FENCE AROUND THE DRIP LINE, AND ARMOR AS NEEDED. P:408.892.5020.'F.-4U8:87l.:6923........:.:.:;-:.. cv � m °' \ \ I 14 CITRUS\ / o C. A PLANNING INSPECTION IS REQUIRED 2. CONTACT PUBLIC WORKS, 777-3104, FOR DRAINAGE 2019 CA ENERGY CODE 2019 CA GREEN BUILDING CODE THE EXTENT OF FENCING AND ARMORING SHALL BE r N \ �r - = I - - - -- t \ / TO VERIFY EXTERIOR AND FINAL GRADE INSPECTION, WHICH INCLUDES DRAIN AND THE CUPERTINO MUNICIPAL CODE. DETERMINED BY THE LANDSCAPE ARCHITECT. THE TREE Project: 1 0 w CO � - D C N � � V ��� I 13 I I 16 15 I I �, i �'�� I 13 I / MATERIALS/FINISHES, TREES, LANDSCAPING AND SITE WORK. 3. LINES AND ROOF DRAINS/DOWN SPOUTS. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. EXISTING HOUSE: PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE CONSTRUCTION WORK. 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON Wei Gascoigne Property New Custom Homes , / I g 14 \ REMOVE (E) LIVING AREA: 1,249SF WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED 00 , �/ 9 �/ � 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND 10618 Gascoi ne Drive g D������D �� o ��44Q� I I I _ I� a I I I - - - - - - - - - - - - - - - INSURING THE AREA ADJACENT TO THE WORK IS LEFT REMOVE (E) GARAGE: (E) FAR & BLDG COVERAGE 2g7SF 27% TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. Cupertino, CA 95014 1 I \ / IN A CLEAN CONDITION. I - - - 4. IF TRENCHING IS REQUIRED TO PENETRATE THE 23 5• THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON PROPOSE: PROTECTION BARRIER FOR THE TREE, THE SECTION OF _ _ _ _ _ _ _ _ _ _ _ _ .................................. `F I 1. FIRE SPRINKLER SYSTEM TO BE REVIEW AND APPROVE TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS / \ Ig I UNDER A SEPARATE PERMIT. OR REMOVING ANY TREES. MDU: TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO / 1 23 i \ 20 , 1­ NEW ADIJ FLOOR / 573SF DECK "1 L .1ST FLOOR ... / I PATIO I I \ I I 2. NOT USED 6. UTILIZE BEST MANAGEMENT PRACTICES BMP's AS ( ) REQUIRED BY THESTATE WATER RESOURCES CONTROL FIRST FLOOR LIVING: FIRST FLOOR GARAGE: 1,150SF 441 SF INITIATING ANY TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF AN ARBORIST SHALL BE COMPLETED. Applicant/Owner. Ms. Li Wei 1 I 1 149SF I . 339SF I o I I 3. AN ENCROACHMENT PERMIT TO BE OBTAINED FOR ALL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL. SECOND FLOOR LIVING: 976SF 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE 11566 Fallcreek Spring Ct. F\ """-"'-""' I I / I WORK TO DONE BEYOND PROPERTY LINE. 7, A WORK SCHEDULE OF GRADING AND EROSION & TOTAL MDU 2,567SF NATURAL GRADE SHALL BE GUARDED BY RECOGNIZED p g Cupertino, CA 95014 \ I� 1 \ I I I SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE STANDARDS OF TREE PROTECTION AND DESIGN OF TREE \ g \ \ I / I \ I 1 ' � 8" 26 'cam CITRUS �( 23 I 1 pGO�JC�4 �C�OpC CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. AREA NOT INCLUDE IN FAR FRONT PORCH 50SF WELLS. 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO CONSTRUCTION MATERIALS NOR Tel. 408.797.4948 LilyWeilO@Hotmail.com 23 / / I \ I 1 • REMOVE ENTIRE (E) SINGLE STORY HOME & ALL 8. ALL NEW ELECTRICAL SERVICE IN FRONT OF HOUSE PATIO 1 ST FLR. BAY WINDOW 339SF 15SF CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED I / I o � I I I I CONCRETE PAVER. OWNER CONTRACTOR TO PROVIDE „ „ / A J NUMBER OBTAINED FROM THE BAY AREA AIR (POWER, PHONE, AND OR CABLE) SHALL BE UNDER GROUNDED. ROOF OVERHANG 427SF UNDER A TREE. 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN J I 15'-0" I I \ I I FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND / 2ND FLR. I \ I / SET BACK I \ / I LINE 1 15'-0" / 2ND FLR. \I S.B. LINE ' 3 ' I I 12. QUALITY MANAGEMENT DISTRICT (BAAQMD) PROPOSE (N) 2 STORIES HOME AND 2 CARS 9. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. TOTAL 2ND FLR. BAY WINDOW 831SF 26SF SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT SURVEILLANCE. 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE Architect: STUDIO 61 ARCHITECTS, Inc. \ 1 GARAGE. 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND DECK 149SF LICENSEE, AS DEFINED BY CALIFORNIA BUSINESS AND I I / 2ND I 1 \ FLOOR \ / LIVING I I 1 123 I 9 ' J N) 1 c� I D 3. MAIN DWELLING UNIT WITH TOTAL 4 BEDROOMS, AND 3 BATHROOMS. SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. TOTAL PROPOSE MDU LIVING: TOTAL 1 ST FLOOR AREA: 2,126SF 1,591 SF PROFESSIONAL CODE, TO PRUNE AND CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE GRADING OR CONSTRUCTION. NO BRANCHES OR ROOTS 12480 Saratoga Ave. Saratoga, CA 95070 I AREA 1 I I � Ln I 0 11. PROVIDE 5% MIN. SLOPES FOR GRADE AWAY FROM TOTAL 2ND FLOOR AREA: 976SF SHALL BE CUT UNLESS AT FIRST REVIEWED BY THE T: (408) 892.5020 \ 976SF I I I I _ 0 I c� 4. PROVIDE NEW DRIVE WAY © EXISTING ROLL UP FOUNDATIONS AND DRAINAGE AWAY FROM ADJACENT LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF S6IARCHITECT@GMAIL.COM - - -, 14 \\ I I 1ST FLOOR I� 1 z CURB PROPERTY LINES. 2nd TO 1ST FLR. RATIO 976 =61.35%<66% STAFF. 23 I I I LIVING I o 15 �� 0 I 5. PROPOSE TO PLANT (N) TREE IN FRONT YARD AS 1,591 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT 1,150SF I I I REQUIRED FROM CITY OF CUPERTINO. 12. PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR TO ANY WORK TO COMMENCE WITHIN THE PUBLIC RIGHT F.A.R.:2,567SF =44.85% SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON. I 6. PROVIDE PRIVACY SCREENING PLANT IN REAR YARD. OF WAY, WHICHEVER COMES FIRST, THE OWNER 5,733SF 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING ARC/// USED TF 123 ' 7. PROPOSE 573SF ATTACHED ADU WITH 1 BATHROOM AND/OR THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT. CONTACT THE PUBLIC WORKS BLD. COVERAGE: 1,591+831 SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED. �,� NK L I = 42.25% < 50% w I z 17 I I z 18 GARAGE41 I1 / \ / \ 1 I I I I 14 I AND 2 BEDROOMS. 8. A 3.43 kWDC PV SYSTEM IS REQUIRED TO BE DEPARTMENT AT (408) 777-3354 FOR REQUIREMENTS AND PERMIT. ALL ENCROACHMENT PERMITS REQUIRE A 5,733 FRONT YARD AREA =1,020SF 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE FENCING AROUND TREES TO BE PROTECTED. NO. C29889 1 i o I I / \ II / \ II , I , 1 INSTALLED PRIOR TO FINAL INSPECTION. PV SYSTEM CERTIFICATE OF LIABILITY INSURANCE AND A FRONT YARD IMPERVIOUS AREA =407SF=39.90%<40% REN. 2/28/23 13SF \ I \\ I I I I I I WILL BE DESIGN BY OTHER AND WILL BE SUBMITTED AND REVIEWED UNDER A SEPARATE PERMIT. SEPARATE ENDORSEMENT NAMING THE CITY OF CUPERTINO AS ADDITIONAL INSURED AS WELL AS A ADU: FRONT YARD �OQ[ N 1 , 23I I 24 13SF G 17 18 1 �` VALID CONTRACTOR LICENSE (NOTE: LICENSE B CONTRACTORS ARE ONLY PERMITTED TO PERFORM LIVING AREA 573SF F OF CA��F� o I _ _ _ - - - - --- i 5'0" 24 I I WORK ON -SITE AND WILL NOT BE PERMITTED TO PERFORM WORK IN THE PUBLIC RIGHT OF WAY. Mrn MEW MVE0 15SF g I 9 1. AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM I PORCH L - - - SHALL BE INSTALLED IN ONE -AND TWO-FAMILY _ - - J 2 I a 50SF ,-24-_ i J I N -- PMDJEC�4 HHPIEK DWELLINGS AS FOLLOWS: IN ALL NEW ONE -AND TWO-FAMILY DWELLINGS, REBUILD OF EXISTING STRUCTURE ENGINEER: L _ _ _ _ _ _ J o O NEW DRIVE WAY APPROACH W/ 6' TRANSITION ON EACH ONE -AND TWO-FAMILY DWELLINGS AS DEFINED BY THE cn SIDE. PER CUPERTINO STANDARD DETAIL 1-21. OWNER AO.1 SITE PLAN BUILDING OFFICIAL AND IN EXISTING ONE I 14 5 -1 ' -9 � J/ CONTRACTOR APPLY FOR ENCROACHMENT PERMIT PRIOR AO.2 PRIVACY SCREENING PLAN, ROOF PLAN -AND TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE � 9 ® � � TO DO ANY WORK IN THE PUBLIC RIGHT OF WAY - ON -SITE O � , - I I 0 9 I r 0 DRIVEWAY SHALL MATCH NEW GRADES AT BACK OF FLOOR AREA DIAGRAM. THAT INCREASE THE BUILDING AREA TO MORE THAN , �V � NEW DRIVE WAY AND r- o N 11 �v 22 \ �� N o J SIDEWALK O (N) IMPERVIOUS CONC. PAVER DRIVE WAY LESS THAN 3 600SF. EXCEPTION 1: ONE OR MORE ADDITIONS MADE TO A � I N Frlo WALK WAY 407SF z z � / � N z \ � � a? 50% FRONT YARD AREA. BUILDING AFTER JANUARY 1, 2011 THAT DO NOT TOTAL ' COVERED AT FRONT m � I o � � cn O3 22" ROOF OVER HANG, TOTAL AREA IS 427SF MORE THAN 1000SF I 0 , D YARD < 40% FRONT cn � ti r i 0 _ N YARD (1,020SF) � I 12 z 15 o = m ® (N) 14" WATER LINE A2.1 1ST FLOOR PLAN EXCEPTION 2: AFIRE SPRINKLER SYSTEM IS NOT £ u c,� = o i \ , cn A2.2 2ND FLOOR PLAN REQUIRED FOR A ACCESSORY DWELLING UNIT IF THE � 20 0 y 1 WITH (N) WATER METER O C�MpCG340C�`l]O MM]OC�OpLa� C�ODC FIRE SPRINKLER IS NOT PROVIDED FOR THE PRIMARY m , £ n � � 0 10 � _ CJ c� PERFIRESPRNKL/ER PLANMETER © (N) ELECTRICAL MAIN PANEL, MIN. 200A PER PG&E RECOMENDATION A3.1 EXTERIOR ELEVATIONS RESIDENCE IT SERVES. EXCEPTION 3: IN ALL NEW BASEMENTS AND IN 1. CUPERTINO MUNICIPAL CODE CHAPTER 16.54 AMENDS ' 7 (N) OVER HEAD UTILITIES LINE THE CALIFORNIA ENERGY CODE AND REQUIRES THAT A3.2 SECTIONS EXISTING BASEMENTS THAT ARE EXPANDED. EXCEPTION: ^�- - J 8 FIRST FLOOR SIDE SET BACK � EACH NEWLY CONSTRUCTED BUILDING BE EXISTING BASEMENTS THAT ARE EXPANDED BY NOT MORE THAN 50% _ _ _ _ CONSTRUCTED AS AN ALL -ELECTRIC BUILDING. AN 4 / 55.15' P.L. \ (N) DOWN SPOUT WITH PROVIDE DIRECT ROOF RUNOFF AND O ALL ELECTRIC BUILDING IS A BUILDING THAT HAS NO NOTE: THE OWNER(S), OCCUPANT(S) OR 21 ON -SITE SURFACE DRAINAGE TO LANDSCAPED AREAS OR NATURAL GAS OR PROPANE PLUMBING INSTALLED SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING 5 I OR INFILTRATION TO THE GREATEST WITHIN THE BUILDING, AND THAT USE ELECTRICITY AS W/ THE WATER PURVEYOR OF RECORD IN ORDER TO DGRASS EGREE POSSIBLE INSTALL NEW C.O. AT PROPERTY LINE PER CITY OF THE SOLE OF ENERGY FOR ITS SPACE HEATING, DETERMINE IF ANY MODIFICATION OF UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. A STATE OF WATER HEATING, COOKING APPLIANCES, OUTDOOR CO SURVEY DRAWING SUNNYVALE STANDARD DETAIL 15A OUTDOOR FIREPLACES AND CLOTHES KITCHENS, , LO LANDSCAPE DOCUMENTATION CALIFORNIA LICENSE (C-16) FIRE PROTECTION 11 (N) 4" CLEAN OUT DRYING APPLIANCES. ADDITIONAL COMMENTS RELATED L1 PLANTING PLAN CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A 12 (N) 4" ABS SEWER LINE TO THIS REQUIREMENT FOR AN ALL -ELECTRIC L2 IRRIGATION PLAN COMPLETED PERMIT APPLICATION AND APPROPRIATE BUILDING ARE PROVIDED IN THE APPROPRIATE FEE TO THIS DEPARTMENT FOR REVIEW AND APPROVAL 6'0" 18'-0" 6'-0" 13 (N) TREE, SEE PRIVACY PLAN ON A1.0 AND LANDSCAPE COMMENT SECTION BELOW. L3 DETAILS PRIOR TO BEGINNING THEIR WORK. CRC SEC.313.2 AS MAX. PLAN L1 FOR TYPE of TREE AND LOCATION of TREE. 2. CUPERTINO MUNICIPAL CODE CHAPTER 16.58 AMENDS L4 LANDSCAPE SPECIFICATIONS ADOPTED AND AMENDED BY CMC 14 (N) HOSEBI BS / NON -REMOVABLE TYPE BACKFLOW THE CALIFORNIA GREEN BUILDING STANDARDS CODE 15 GRADE TO SLOPE AWAY FROM STRUCTURE MIN. OF 5% WITHIN AND REQUIRES THAT NEWLY CONSTRUCTION ONE -AND TWO-FAMILY DWELLINGS WITH ATTACHED PRIVATE 2. PORTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION THE 1ST 10-FEET OF STRUCTURE. IF IMPERVIOUS SURFACES WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE I Planning Comment 4.30.21 GARAGES SHALL INSTALL A LEVEL 2 EV READY ARE WITHIN THE FIRST 10-FEET OF THE BUILDING, A MIN. OF 2% AWAY FROM STRUCTURE IS ALLOWED. CIRCUIT AND A LEVEL 1 EV READY CIRCUIT. APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR NO. Revision Date PLOT PLAN AND O CONDENSER AC UNIT WITH 68 COVER WITH SOUND 16 SUPPLYING THE SITE OF SUCH PROJECT, AND TO A A. I BLANKET TO REDUCE TO 65 dBA. INSTALL UNIT MIN. 8FT FROM PROPERTY LINE. COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. Drawn B y� Date: HORIZONTAL CONTROL PLAN 1/811 1'-0" SUCH REQUIREMENTS SHALL BE INCORPORATED INTO FLH 4.30.21 17 (N) 6'-0" MAX. HIGH REDWOOD FENCE AND/OR GATE THE DESIGN OF ANY WATER -BASED FIRE PROTECTION 18 (E) 6'-0" MAX. HIGH REDWOOD FENCE ALONG PROPERTY SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY LINE. SYSTEMS OR STORAGE CONTAINERS THAT MAY BE File: NOTE: 19 PUE SHALL BE KEPT OPEN AND FREE FROM BUILDINGS BMP BEST MANAGEMENT PRACTICE PHYSICALLY CONNECTED IN ANY MANNER TO AN 2101 THE HORIZONTAL CONTROL PLAN IS PREPARED BASED ON THE AND STRUCTURES of ANY KIND. APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF BOUNDARY SURVEY PREPARED BY THE PROJECT'S LICENSED 20 LANDING WITH MAX. 6" FROM NATURAL GRADE. LANDING THE PORTABLE WATER SUPPLY OF THE PURVEYOR OF SURVEYOR. WITH 18" HIGH FROM GRADE SHALL HAVE 10'-0" MIN. RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER Issue: SET BACK CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE 21 PRIOR TO ISSUANCE OF BUILDING PERMIT, PROPERTY OWNER UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE CAN APPLY FOR A REVOCABLE ENCROACHMENT PERMIT FOR WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THE PROPOSED PRIVATE IMPROVEMENTS. BY SIGNING THE REVOCABLE ENCROACHMENT PERMIT, THE OWNER AGREES AND THAT PURVEYOR AS HAVING BEEN MET BY THE Date: SHALL MAINTAIN ALL PRIVATE AND NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. n � OIK�u �/� 0 no HIP APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH L�nO L�LLrn�X AND SAFETY CODE 1314.7 4/30/2021 FURTHERMORE, UPON CITY'S REQUEST, THE OWNER AGREES TO REMOVE, RELOCATE AND/OR MODIFY THESE IMPROVEMENTS AT 3. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION R DOWN 5FOUT OWNER'S SOLE EXPENSE. IF AND WHEN UTILITY COMPANIES ARE REQUIRED TO PERFORM WORK WITHIN THE AREA, THE CITY MAY REQUIRE UTILITY COMPANIES TO REMOVE OR 0:..:- SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 14 AND OUR STANDARD DETAIL AND Sheet Title: VARle5 s' REPLACE THESE IMPROVEMENTS IN KIND. HOWEVER, CITY AND SPECIFICATION SI-7. PROVIDE APPROPRIATE NOTATIONS UTILITY COMPANIES WILL NOT PROVIDE WARRANTIES ON THE ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE PLOT PLAN REPLACED IMPROVEMENTS. THE OWNER ACCEPTS ALL LIABILITY FOR THESE IMPROVEMENTS AND AGREES TO DISCLOSE THE TO THE PROJECT. CFC CHP. 33 NATURE OF THIS ENCROACHMENT PERMIT WITH POTENTIAL 'IN15I1 FLOOR BUYERS OF PROPERTY. 4. ADDRESS IDENTIFICATION: (N) AND (E) BUILDINGS 2x5 FLOORJ015T5 22 (N) AUTUMN PURPLE ASH TREE OR PER CUPERTINO 0 {° SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION sF�Asn BLOCK 2% Mw. a^ Mw. FRONT YARD TREE REQUIREMENT, MIN. 24" BOX OR „�,,, pM..^ �a.o. e. ; PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND MIN. LARGER, WITH A MIN. HEIGHT 8'-0". 1 23 GRASSY SWALES MIN. 1% SLOPE, SEE DETAIL a f �,��r.,�,�.,,p 4 ,O1penI C,R.55DId VISIBLE FROM THE STREET OR ROAD FRONTING THE Sheet No.: �. PROPERTY. THESE NUMBERS SHALL CONTRAST W/ THEIR ° . III -III - 24 BAY WINDOW W/ 24" MIN. HIGH WINDOW SEAT. NOT COUNT'.` TOWARD F.A.R. ` } BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE GKA55Y5wALE %nniN. .° 4d 25 (N) STREET TREE TO BE INSTALLED BY THE CITY. UPON O PROJECT COMPLETION, THE PROPERTY OWNER SHALL PREPARE AN ADEQUATE PLANTING AREA AND CONTRACT �"�'�^c'°'� °a«� a� ,, .�.,., 9 �\ EMERGENCY RESPONSE. ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBER Q O GRASSY SWALE DETAIL THE CITY AT (408) 777-3269 TO ARRANGE FOR THE TREE INSTALLATION p e A= � Rece„-4N,k. \� �I qu-" ,Mo SHALL BE MIN. OF 4 INCHES HIGH W/ A MIN. STROKE ; WIDTH OF 0.5 INCH. WHERE ACCESS IS BY MEANS OF A 1 PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED N.T.S.=a���ak� RdoS xw • ,l` �^^'°°°°'°"© FROM THE PUBLIC WAY. A MONUMENT, POLE OR OTHER ~ c $fir :Ih-Wari�• SIGN OF MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. .k,e it a II; CFC SEC. 505.1 � � I CUPERTINC Case # Appro% ApproN, Signatt CornmunilL�v�l¢prr�Int partnt NOTE: Planning iv�`iJJsiKKon II�—''�u�ypertino CUPERTINO APPROVED f202 - NG AND STEP W/ MAX. 7J" RISE AND 10" MIN. Case # GE CUNT. GALV. FLASHING WHERE A EET WOOD. Approval B ody: Di Qtor �Jfgff IN GARAGE SHALL NOT HIGHER THAN 6" Approval Cate (&4/21fITCHEN FAUCET — SEE 2019 CALGREEN CHECK LIST ON FnSL_ 1173— luvihA. W RATE OF 1.8 GPM AT 60psi. Signature Gian )solo K4airp,, "„> R FROM FINISH WALL TO FINISH Case l AtV INSIDE OF GARAGE. NO OBSTRUCTIONS ARE ALLOWED WITHIN THE 20' BY 20' GARAGE, MEASURED 6" TO 6' FROM THE FINISHED FLOOR. 05 SHOWER AND TUB WALLS TO BE A SMOOTH, HARD, NON —ABSORBENT SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT, HARDIE PANEL, 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. ( DECORATIVE ELECTRIC FIRE PLACE ® TEMPERED GLASS STAND SHOWER WITH MIN. 30" DIA. CLR. INSIDE, MIN. 1024 SQ. INC., WITH TEMPERGLASS DOOR WITH MIN. CLR. OPENING OF 22" ( PERMITTED OPENINGS BETWEEN GARAGE AND THE DWELLING SHALL BE EQUIPPED WITH 1 3/8" IN THICKNESS, SOLID WOOD DOORS, SOLID OR HONEYCOMB CORE STEEL DOORS, 20—MINUTE FIRE —RATED DOORS. DOORS SHALL BE SELF —CLOSING AND SELF —LATCHING. (R302.5.1) 10 I" TYPE 'X' GYP. BD. AT ALL GARAGE WALL FROM SILL PLATE TO UNDERSIDE OF ROOF AND J" TYPE 'X' GYP. AT ALL CEILING. 11 LANDING IN SIDE YARD SHALL NOT HIGHER THAN 18" FROM FINISH GRADE. 0 WINDOW SEAT, MIN. 24" HIGH FROM FINISH FLOOR LOWER COUNTER 14 UPPER CABINET 0 PROVIDE WALL CLEAN OUT FOR ALL SINKS. 16 GABAGE DISPOSAL 0 DISH WASHER ELECTRIC RANGE, PROVIDE DEDICATED 220VOLT OUTLET 19 CONDENSER UNITS, SEE KEY NOTE (DON PAGE AO.1 ® CERAMIC TILE OR NATURAL STONE OVER J" 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. LEGEND: ® ROLL UP GARAGE DOOR 16'-0"x8'—O" ® ATTIC ACCESS, 30"x22". PROVIDE MIN. 30" ABOVE ACCESS — SEE ALSO KEY NOTE (J). SEE ALSO KEY NOTE ON PAGE A2.2 ® STACK WASHER AND DRYER, SEE KEY NOTE ® . CLOTH DRYER, SHALL BE VENTED WITH 4" DIA. RIGID METAL DUCT. PROVIDE BOOSTER FAN BY AIR MOVEMENT PRODUCTS, MODEL PV-10OX. SEE ATTACHED SUBMITTAL CUT SHEET ON PAGE AO.3. EQUIP WITH 4" OPENING BACK—DRAF DAMPER. DUCT RUN UNDER FLOOR (CRAWL SPACE) TO OUT SIDE. DUCT TERMINATE SHALL BE 36" AWAY FROM WINDOW OPENING. WHOLE HOUSE VENTILATIO PROVIDE FOR SECONDARY UNIT, REQ. 29.61CFM. PROVIDE PANASONIC WHISPER GREEN FV-11 VQC5 WHICH PROVIDE 110CFM, OR EQUIVALENT, USE 4" SMOOTH METAL DUCT. PROVIDE PROPER DISTANCE BETWEEN AC AND WHOLE HOUSE VENTILATION TO PREVENT MIXING OF AIR. MAX. 1.0 SONES IS ALLOWED FOR THE NOISE LEVEL OF THE FAN. WHOLE HOUSE VENT SHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE WHEN FAN IS OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2 WHOLE HOUSE VENTILATION: CFM REQ. = 0.03CFMx(487SF)+7.5CFMx(1+1)=29.61CFM ® PROVIDE MIN. 100 SQUARE INCHES FOR MAKEUP AIR IN THE ® MECHANIC SHALE DOOR OR BY OTHER APPROVED MEANS. [CIVIC §504.4.1(1)] ® REFRIGERATOR ® PROVIDE ELECT. WATER HEATER FOR MDU, INSTALLED 10 ® PATIO AND PORCH FINISH WILL BE TILE OVER CONCRETE ON 18" PLAT FORM AND STRAP TO WALL PER DETAIL A8.1 SLAB ON GRADE ® 2% SLOPE AWAY FROM BUILDING ® CLOTH DRYER, SHALL BE VENTED WITH 4" DIA. RIGID 4 RESIDENTIAL LAVATORY FAUCET FLOW RATE SHALL NOT METAL DUCT. PROVIDE BOOSTER FAN BY AIR MOVEMENT EXCEED 1.2GAL/MIN © 60PS1 (CGBC 4.303.1.4.1) PRODUCTS, MODEL PV-10OX. SEE ATTACHED SUBMITTAL CUT SHEET ON PAGE AO.3. EQUIP WITH 4" OPENING ® DRYER DUCT TERMINATE, SEE 19 ON PAGE A3.1 BACK—DRAF DAMPER. DUCT RUN UNDER FLOOR (CRAWL SPACE) TO OUT SIDE. DUCT TERMINATE SHALL BE 36" AWAY FROM WINDOW OPENING. ® SINGLE SHOWER HEAD — 1.8GAL/MIN. © 80PS1 (CGBC 4.303.1.3.1). MULTIPLE SHOWER HEADS SERVING ONE SHOWER ® CLOTH WASHER, PROVIDE ON DRAIN PAIN WITH DRAIN PIPE — COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR TO OUT SIDE. OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE — 1.8 GPM AT 80 psi. CGBSC SECTION 4.303.1.3.1 ® DIRECTION OF VENT ® CEILING TO FLOOR CLOSET SPACE ® SPOUT CANNOT SPRAY DIRECTLY TO ENTRANCE AND BATHER MUST BE ABLE TO ADJUST VALVES PRIOR TO STEPPING INTO BUILT IN PANTRY W/ CEILING TO FLOOR CLOSET SPACE SHOWER, 2019 CPC SECTION 408.9 ® HOOD W/ MIN. 100CFM, DUCT AND SHALF INSTALLED PER ® THE MAX. HOT WATER TEMPERATURE DISCHARGING FROM THE REQ. OF 2019 CIVIC. BATHTUB, SHOWER AND WHIRLPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 DEGREES FAHRENHEIT. THE WATER HEATER ® CRAWL SPACE ACCESS, MIN. 18"x24" CLR. THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. (CPC 414.5 & 418.0) ® PROVIDE ELECT. WATER HEATER FOR ADU, INSTALLED ON 18" PLAT FORM AND STRAP TO WALL PER DETAIL 10 ® 2% SLOPE TOWARD GARAGE DOOR PROVIDE 8" TYPE 'X' GYP. BD. AT ALL WALL AND CEILING OF USABLE SPACE UNDER STAIR. ® 24"x36" NON —OPERATE SKYLIGHT BY VELUX AMERICA, ® ATTIC ACCESS, 30"x22". PROVIDE MIN. 30" ABOVE ACCESS — ER-0199 SEE ALSO KEY NOTE ®ON PAGE A2.2 ® LINE OF SOFFIT ABOVE WINDOW NOTE: r ALTERNATED 2x4 STUD @ 16" O.C. W/ 2x6 SILL 1. ALL WINDOW SHALL HAVE U FACTOR MAX 0.30 PLATE AND TOP PLATES. PROVIDE R-21 INSULATION AND SHGC MAX. 0.23 BETWEEN STUD — SEE OR 2. SEE DETAIL — FOR WINDOW FLASHING. A8.1 8.0 EXTERIOR 2x6 STUD WALL W/ MIN. XXXX NUMERIC NEXT TO DOOR ON WINDOW OR DOOR R-21 INSULATION. SEE STRUCTURE — STAND FOR FEET INCH WIDE x FEET INCH HIGH DRAWING FOR WALL SCHEDULE — SEE A8.1 CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" WIDE BY 5 2x6 @ 16" O.C. STUD WALL FEET 0 INCH HIGH DH 3050 DOUBLE HUNG WINDOW W/ 3 FEET 0 INCH WIDE x INTERIOR STUD WALL, SEE STRUCTURE 5 FEET 0 INCH HIGH DRAWING FOR WALL SCHEDULE. SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH WIDE x 8 FEET 2x4 ® 16" O.C. W/ R-15 INSULATION 0 INCH HIGH 2880 DOOR W/ 2 FEET 8 INCH WIDE x 8 FEET 0 INCH T❑ TEMPERED GLASS HIGH EQ EGRESS DOOR OR WINDOW, OPENING HEIGHT NOT OVER 44" ABOVE FLOOR, 5.OSF OF OPEN AREA ON GROUND LEVEL, 5.7SF MIN. OPEN AREA FOR WINDOW ON SECOND FLOOR, 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. A rIIIJ I rLVVII rL/11V 114 =1'-0" Project: Wei Gascoigne Property New Custom Homes 10618 Gascoigne Drive Cupertino, CA 95014 Applicant/Owner: Ms. Li Wei 11566 Fallcreek Spring Ct. Cupertino, CA 95014 Tel. 408.797.4948 Li IyWei 10@ H otmai 1. com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 S61 ARCHITECT@GMAIL.COM 4,-�SED ARCy\ T��� NO. C29889 REN. 2/28/23 sF���\� OF Cm_ STRUCTURE ENGINEER: �I Planning Comment 4.30.21 NO. Revision Date Drawn By: Date: FLH 4.30.21 File: 2101 Issue: Date: 4/30/2021 Sheet Title: FIRST FLOOR PLAN Sheet No.: Community Development Department Plann�nIg,Qi,0o�51CAPA'iPtY NOTE: CUPERTINO Pp 0E17 Case # R-2021-011, rAND SIEP W/ MAX. 7J" RISE AND 10" MIN. RUN. PROVIDE 25 GAUGE CONT. GALV. FLASHING WHERE CONC. MEET Approval B ody: Di rector�9�@f Approval Cate ®/24/0HOWER AND TUB WALLS TO BE A SMOOTH, HARD, IVVIV-ABSORBENT SURFACE OVER A MOISTURE RESISTANT Signature Gian Paolo f -O Ip�eRLAYMENT. HARDIE PANEL, OVER 151bs FELT, TO A Cas-"Em@94T 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. ® TEMPERED GLASS STAND SHOWER WITH MIN. 30" DIA. CLR. INSIDE, MIN. 1024 SQ. INC., WITH TEMPERGLASS DOOR WITH MIN. CLR. OPENING OF 22" ( LINE OF COFFER CEILING SOFFIT ABOVE © WINDOW SEAT, MIN. 24" HIGH FROM FINISH FLOOR �7 PROVIDE WALL CLEAN OUT FOR ALL SINKS. ® CERAMIC TILE OR NATURAL STONE OVER 'I" 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. 10 OVER FLOW DRAIN - SEE DETAIL 16 A8.1 11 FLOOR DRAIN SEE DETAIL - 15 A8.1 CEILING TO FLOOR CLOSET SPACE 24"x36" NON -OPERATE SKYLIGHT BY VELUX AMERICA, ER-0199 14 24"x24" NON -OPERATE SKYLIGHT BY VELUX AMERICA, ER-0199 WHOLE HOUSE VENTILATION PROVIDE FOR MDU, REQ. 121.98CFM. PROVIDE (2) PANASONIC WHISPER GREEN FV-11VQC5 WHICH PROVIDE 110CFM, OR EQUIVALENT, USE 4" SMOOTH METAL DUCT. PROVIDE PROPER DISTANCE BETWEEN AC AND WHOLE HOUSE VENTILATION TO PREVENT MIXING OF AIR. MAX. 1.0 SONES IS ALLOWED FOR THE NOISE LEVEL OF THE FAN. WHOLE HOUSE VENT SHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE WHEN FAN IS OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2 WHOLE HOUSE VENTILATION: CFM REQ. = 0.03CFMx(2,566SF)+7.5CFMx(5+1)=121.98CFM ® RESIDENTIAL LAVATORY FAUCET FLOW RATE SHALL NOT EXCEED 1.2GAL/MIN @ 60PS1 (CGBC 4.303.1.4.1) ® JACUZZI, PROVIDE ACCESS NEAR JACUZZI PUMP. ® SINGLE SHOWER HEAD - 1.8GAL/MIN. @ 80PS1 (CGBC 4.303.1.3.1). MULTIPLE SHOWER HEADS SERVING ONE SHOWER - COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE - 1.8 GPM AT 80 psi. CGBSC SECTION 4.303.1.3.1 ® SPOUT CANNOT SPRAY DIRECTLY TO ENTRANCE AND BATHER MUST BE ABLE TO ADJUST VALVES PRIOR TO STEPPING INTO SHOWER, 2013 CPC SECTION 408.9 ® 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. (CPC 414.5 & 418.0) ® COOLING UNITS LOCATED IN THE ATTIC SHALL HAVE AN ADDITIONAL METHOD FOR CONDENSATE OVERFLOW SHALL BE PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING (INDICATE ON PLAN WHICH METHOD TO BE INSTALLED): (CMC 310.2) A. A WATER LEVEL DETECTING DEVICE THAT WILL SHUT OFF THE EQUIPMENT OR APPLIANCE IN THE EVENT THE PRIMARY DRAIN IS BLOCKED. B.AN ADDITIONAL WATERTIGHT PAN OF CORROSION -RESISTANT MATERIAL, WITH A SEPARATE DRAIN LINE, INSTALLED BENEATH THE COOLING COIL, UNIT, OR THE APPLIANCE TO CATCH THE OVERFLOW CONDENSATE DUE TO A CLOGGED PRIMARY CONDENSATE DRAIN. C.AN ADDITIONAL DRAIN LINE AT A LEVEL THAT IS HIGHER THAN THE PRIMARY DRAIN LINE CONNECTION OF THE DRAIN PAN. D.AN ADDITIONAL WATERTIGHT PAN OF CORROSION -RESISTANT MATERIALS WITH A WATER LEVEL DETECTION DEVICE INSTALLED BENEATH THE COOLING COIL, UNIT, OR THE APPLIANCE TO CATCH THE OVER -FLOW CONDENSATE DUE TO A CLOGGED PRIMARY CONDENSATE DRAIN AND TO SHUT OFF THE EQUIPMENT. ® ROOF VENT W/ 0.67SF NET VENT AREA, GALVANIZED STEEL, TYPICAL OF 2 VENTS OVER UPPER HALF OF FIRST FLOOR ROOF AND 2 VENTS OVER LOWER HALF OF FIRST FLOOR ROOF. ® 42" HIGH FROM DECK FINISH METAL GUARD RAIL. SEE DETAIL 1 & 6 8.0 8.0 ® NON -OPERATE WINDOW WITH FROSTED GLASS. (N) FURNACE SHALL COMPLY WITH CMC SECTION 904.11. PROVIDE UL. LISTED A. AN UNOBSTRUCTED PASSAGEWAY WHICH: 1. IS LARGE ENOUGH TO REMOVE THE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30" HIGH AND 30" WIDE 2. IS NO MORE THAN 20 FEET IN LENGTH WHEN MEASURED ALONG THE CENTER LINE OF THE PASSAGEWAY FROM THE ACCESS OPENING TO THE EQUIPMENT, AND 3. HAS CONTINUOUS SOLID FLOORING NOT LESS THAN 24" WIDE THOUGHOUT ITS LENGTH. B. A LEVEL SERVICE SPACE AT LEAST 30" DEEP AND 30" WIDE LOCATED AT THE FRONT OR SERVICE SIDE OF THE EQUIPMENT. C. AN APPROVED, INDEPENDENT MEANS OF DISCONNECT FOR THE ELECTRICAL SUPPLY TO EACH PIECE OF EQUIPMENT SHALL BE PROVIDE IN SIGHT OF THE EQUIPMENT SHALL BE PROVIDED IN SIGHT OF THE EQUIPMENT SERVED WHEN THE SUPPLY VOLTAGE EXCEEDS 50 VOLTS. D. A DEDICATED CIRCUIT SHALL BE PROVIDED FOR THE FURNACE. E. A 120-VOLT SERVICE RECEPTACLE SHALL BE LOCATED WITHIN 25 FEET OF AND ON THE SAME LEVEL AS THE EQUIPMENT FOR MAINTENANCE. THE SERVICE RECEPTACLE SHALL NOT BE CONNECTED ON THE LOAD SIDE OF THE REQUIRED MEANS OF DISCONNECT. F. A PERMANENT SWITCH CONTROLLED LIGHTING FIXTURE SHALL BE INSTALLED FOR MAINTENANCE OF EQUIPMENT IS REQUIRED AND SHALL BE ACCESSIBLE. SUCH FIXTURE SHALL PROVIDE SUFFICIENT ILLUMINATION TO SAFELY APPROACH THE EQUIPMENT AND PERFORM THE TASKS FOR WHICH ACCESS IS PROVIDED. CONTROL OF THE LIGHTING SHALL BE PROVIDED AT THE ACCESS ENTRANCE. G. COMBUSTION AIR MUST BE MAINTAINED. H. THE CLEAR SPACE AND DISTANCE TO COMBUSTIBLE MATERIALS AROUND THE FURNACE UNIT SHALL COMPLY WITH THE MANUFACTURE'S INSTALLATION INSTRUCTIONS. I. A SEDIMENT TRAP SHALL BE INSTALLED ON THE GAS LINE DOWNSTREAM OF THE APPLIANCE SHUT OFF VALVE AND AS CLOSE TO THE INLET OF THE EQUIPMENT AS PRACTICAL. J. APPLIANCES GENERATING A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS MAY BE INSTALLED IN A GARAGE PROVIDED THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES ARE AT 18" ABOVE FLOOR LEVEL. K. FURNACE SHALL BE PROPERLY ANCHORED AND SUPPORTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN THE STRESS LIMITATIONS SPECIFIED PER CMC 303.4 L. PROVIDE 30" HEADROOM CLEARANCE. M. PROVIDE 25 GAUGE METAL F.A.U. DUCTING IF PASS THROUGH FIRE WALL. 16 WINDOW WITH SILL MIN. 5-0" FROM FINISH FLOOR. N. PROVIDE A PAN AND A CONDENSATE DRAIN PIPE TO EXTERIOR. DRAINPIPE OF NOT LESS THAN J" NOMINAL 1� ATTIC ACCESS, 30"x22" - SEE ALSO KEY NOTE ® PIPE SIZE, DISCHARGING AT A POINT THAT IS READILY 1® 42" HIGH GUARD RAIL - SEE DETAIL 1 OBSERVED. 19 TUBULAR SKY LIGHT 8.0 ® ALL FINISH FLOOR SHALL BE HARDWOOD FLOOR EXCEPT BATHROOM- SEE KEY NOTE LEGEND: WINDOW NOTE: ALTERNATED 2x4 STUD @ 16" O.C. W/ 2x6 0 TEMPERED GLASS 1. ALL WINDOW SHALL HAVE U FACTOR MAX 0.30 SILL PLATE AND TOP PLATES. PROVIDE R-21 E❑ EGRESS DOOR OR WINDOW, OPENING HEIGHT AND SHGC MAX. 0.23 INSULATION BETWEEN STUD - SEE A8.1 NOT OVER 44" ABOVE FLOOR, 5.OSF OF OPEN AREA ON GROUND LEVEL, 5.7SF MIN. OPEN 2. SEE DETAIL - FOR WINDOW FLASHING. A8.1 AREA FOR WINDOW ON SECOND FLOOR, 24" EXTERIOR 2x6 STUD WALL W/ MIN. NET CLEAR OPENING HEIGHT, 20" NET CLEAR R-21 INSULATION. SEE STRUCTURE - OPENING WIDTH. ALL EGRESS WINDOWS W/ XXXX NUMERIC NEXT TO DOOR ON WINDOW OR DOOR DRAWING FOR WALL SCHEDULE - SEE A8.1 TWO OR MORE LATCHES SHALL HAVE THE STAND FOR FEET INCH WIDE x FEET INCH HIGH LATCHES INTERCONNECTED AND OPERABLE 2x6 © 16" O.C. STUD WALL FROM THE LOWEST LATCH. CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" WIDE BY 5 INTERIOR STUD WALL, SEE STRUCTURE FEET 0 INCH HIGH DRAWING FOR WALL SCHEDULE. DH 3050 DOUBLE HUNG WINDOW W/ 3 FEET 0 INCH WIDE x 5 FEET 0 INCH HIGH 2x4 © 16" O.C. W/ R-15 INSULATION SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH WIDE x 8 FEET 0 INCH HIGH 2880 DOOR W/ 2 FEET 8 INCH WIDE x 8 FEET 0 INCH HIGH SECOND FLOOR PLAN B A3.2 A N.21 1 /4" = 1'-0" Project: Wei Gascoigne Property New Custom Homes 10618 Gascoigne Drive Cupertino, CA 95014 Applicant/Owner: Ms. Li Wei 11566 Fallcreek Spring Ct. Cupertino, CA 95014 Tel. 408.797.4948 Li IyWei 10@ H otmai 1. com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 S61 ARCHITECT@GMAIL.COM 4,-�SED ARCy\ T��� NO. C29889 REN. 2/28/23 sF���\� or CAS\ STRUCTURE ENGINEER: ZI Planning Comment 4.30.21 NO. Revision Date Drawn By: Date: FLH 4.30.21 File: 2101 Issue: Date: 4/30/2021 Sheet Title: SECOND FLOOR PLAN Sheet No.: Case # Approva I Approva I Signature munity Development Department Planning Division — APPROVE R-2021-011 ady: Director / Staff ate 05/24/21 Gian Paolo Martire Case Manager FRONT (NORTHWEST) ELEVATION LEFT (NORTHEAST) ELEVATION 2ND FLR. TOP PLATE 20.00' HDR. HT. 19.00' 2ND FLR. FINISH ENTRY TOP PLATE 1ST FLR. TOP PLATE 10.00' HDR. HT. 8.00' F.F. OL 0.00' RIGHT (SOUTHWEST) ELEVATION 2ND FLR. TOP PLATE 20.00' HDR. HT. 19.00' 2ND FLR. FINISH ENTRY TOP PLATE IF "STF. HDR. HT. 8.00' F.F. 0.00' 3/16"=1'-0" NOTE: ANY CHANGES TO THE APPROVED COLORS MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ APPLICATION 2ND FLR. TOP PLATE 20.00' HDR. HT. 19.00' 2ND FLR. FINISH ENTRY TOP PLATE 1ST FLR. TOP PLATE 10.00' HDR. HT. 8.00' F.F. 0.00' Project: Wei Gascoigne Property New Custom Homes 10618 Gascoigne Drive Cupertino, CA 95014 Applicant/Owner: Ms. Li Wei 11566 Fallcreek Spring Ct. Cupertino, CA 95014 Tel. 408.797.4948 LilyWeil O@Hotmail.com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 S61 ARCHITECT@GMAIL.COM �SED ARCy�T NO. C29889 � REN. 2/28/23 \OF CAS\ STRUCTURE ENGINEER: 3/1 61I = 1 I-01I `J 3/1 61I = 1 I-01I Planning Comment 4.30.21 ELEVATIONS KEY NOTES: NO. Revision Date Drawn By: Date: ROOF TILE BY EAGLE ROOF, PRODUCT NAME CAPISTRANO, FLH 4.30.21 COLOR SUNRISE BLEND, PRODUCT No. 445. MAX. WEIGHT 2ND FLR. TOP 10PSF. SEE ROOF FRAME NOTE #1 ON PAGE 3S. PROVIDE PLATE 30LBS FELT UNDERLAYMENT. File: 20.00' 0 STUCCO PAINTED WITH BEHR PREMIUM PLUS ULTRA 2101 HDR. HT. COLORS, COLOR NAME AGED PARCHMENT, COLOR No. —10 19.00' UL150 Issue: FACIA PAINTED WITH BEHR PREMIUM PLUS ULTRA COLORS, COLOR NAME GALLERY WHITE, COLOR No. UL260-15 2ND FLR. FINISH NTRY TOP PLATE ® ROLL UP GARAGE DOOR. Date: THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND 4/30/2021 PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING PROPERTY. THE CONTRASTING 1ST FLR. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR Sheet Title: TOP PLATE ALPHABETICAL LETTERS. EACH CHARACTER SHALL BE NOT 10.00' LESS THAN 4 INCHES IN HEIGHT W/ STROKE WIDTH OF EXTERIOR ELEVATIONS HDR. HT. NOT LESS THAN 0.5 INCH. (CRC 319.1) 8.00' © MDU ADDRESS SIGN SECTION 0 ADU ADDRESS SIGN ® 1" ALUMINUM CHANNEL SREED Sheet No.: 6'-0" REDWOOD FENCE AND GATE F.F. OL j� METAL GUARD RAIL. PROVIDE SPACE BETWEEN HORIZONTAL 0.00' BARS NOT TO ALLOW 4" SPHERE TO PASS THROUGH REAR (SOUTHEAST) ELEVATION 3/16"=1'-0" Community Development Depa meat Planning Division — Cupertino CUPERTINO APPROVED Case # R-2021-011, Approval ody: Director / Staff Approva 1 late 05/24/21 Signature Gian Paolo Martire Case Manager I SECTION SECTION SECTION DI ❑ 0 i 0 BEDRM. CL. KIT. 4 FAM. 0I PATIO 2ND FLR. TOP PLATE 20.00' HDR. HT. 19.00' 2ND FLR. FINISH ENTRY TOP PLATE 1ST FLR. TOP PLATE 10.00' HDR. HT. 8.00' F.F. 0.00' 3/16'' =1'-0" 2ND FLR. TOP PLATE 20.00' HDR. HT. 19.00' 2ND FLR. FINISH ENTRY TOP PLATE 1ST FLR. TOP PLATE 10.00' HDR. HT. 8.00' 2ND FLR. TOP PLATE 20.00' HDR. HT. 19.00' 2ND FLR. FINISH .NTRY TOP PLATE OL "STR HDR. HT. 8.00' F.F. 0.00' F.F. 0.00' 3/16" =1'-0" ELEVATIONS KEY NOTES: C 10 11 14 16 18 19 WINDOW SEAT W/ MIN. 24" FROM FINISH FLOOR. THIS AREA DOES NOT COUNT TOWARD F.A.R. " GYP. BD. AT ALL INTERIOR WALL " GYP. BD. AT ALL CEILING " TYPE 'X' GYP. BD. AT ALL WALL AND CEILING FOR USABLE SPACE UNDER STAIR. R-19 INSULATION UNDER ROOF SHTG. BETWEEN RAFTER JOIST. R-30 INS. AT ALL CRAW SPACE R-38 AT ALL ATTIC FURNACE IN ATTIC, SEE KEY NOTE ®&® ON PAGE A2.2 PROVIDE SERVICE PLAT FORM W/ MIN. 30"Wx30"Dx30"H IN FRONT OF MECH. PANEL. MAX. 7J" BETWEEN PATIO FINISH AND SECOND FLOOR FINISH. PROVIDE MIN. 18" CLR. FROM CRAWL SPACE PAD TO UNDER SIDE OF INSULATION. HORIZONTAL RAIL BARS SHALL NOT ALLOW 4" SPHERE TO PASS THROUGH. J" TYPE 'X' GYP. BD. FROM SILL PATE TO UNDERSIDE OF ROOF AT WALL BETWEEN GARAGE AND LIVING AREA AND AT ALL CEILING BETWEEN GARAGE AND SECOND FLOOR LIVING ROOM WALL INSULATION — SEE FLOOR PLAN WALL LEGEND R-30 INSULATION BETWEEN FLOOR JOIST ABOVE GARAGE OR ABOVE PATIO TRIANGULAR OPENING AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. (R312.1.3Ex.1) SOFFIT ENCLOSE AC DUCT WORK RUN FROM GARAGE ATTIC TO CRAWL SPACE UNDER MDU. PROVIDE 25GA GALV. CONT. FLASHING WHERE CONC. MEET WOOD. 1—HR FIRE RATED WALL AND 45STC RATING WALL PER DETAIL 14/A8.1 AND 7/A8.0 SECTION MUNICIPAL CODE SECTION 9.18.210 FLASHING NOTES: COPPER METAL ROOFING, COPPER GRANULE —CONTAINING ASPHALT SHINGLES AND COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE ON ANY RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING FOR WHICH A BUILDING PERMIT IS REQUIRED. FIRE BLOCK NOTES: a. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1. VERTICALLY AT THE CEILING AND FLOOR LEVELS 2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. b. AT ALL INTERCONNECTION BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. c. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. d. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL W/ AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. FOR THE FIRE —BLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.16 e. FIRE —BLOCKING MATERIALS SHALL CONSIST OF ONE OF THE EIGHT MATERIALS LISTED IN R302.11.1 INSTALLATION OF APPROVED CORROSION— REGISTANT FLASHING APPLIED SHINGLE —FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS AT THE FOLLOWING LOCATIONS: (R703.8) A. EXTERIOR WINDOW AND DOOR OPENINGS. B. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, W/ PROJECTION LIPS ON BOTH SIDES UNDER STUCCO COPINGS. C. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. D. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. E. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OR WOOD —FRAME CONSTRUCTION. F. AT WALL AND ROOF INTERSECTIONS. 2ND FLR. TOP PLATE 20.00' HDR. HT. 19.00' 2ND FLR. FINISH :NTRY TOP PLATE OIL 1ST FLR. TOP PLATE 10.00' HDR. HT. 8.00' F.F. 0.00' .... ...................... ... .... ...... ....� .. ........ ...... a .. .... ... .... .. ....� ....� .......... ....... ....� ... ....... ....� .. a 0 ... ........ .... .. ... CRI . . . . ... . . . . . . . . . L S. .T U*.'D 1'.0. ... ... .. ....� ... .... ... ....a .. ..... .....a ... ....... ..... ....0 .... .. ...... © .... M ....... ....................� 0 0 ..................................ao .................................d .P:.408.892.5020.'F.'408:871:6923', :.: ; , Project: Wei Gascoigne Property New Custom Homes 10618 Gascoigne Drive Cupertino, CA 95014 Applicant/Owner: Ms. Li Wei 11566 Fallcreek Spring Ct. Cupertino, CA 95014 Tel. 408.797.4948 Li IyWei 10@ H otmai 1. com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 S61 ARCHITECT@GMAIL.COM 4,-�SED AROy\ T��� NO. C29889 >k REN. 2/28/23 sF���\� OF Cm_ STRUCTURE ENGINEER: ZI Planning Comment 4.30.21 NO. Revision Date Drawn By: Date: FLH 4.30.21 File: 2101 Issue: Date: 4/30/2021 Sheet Title: SECTIONS Sheet No.: 3/16" =1'-0" 3/1611=1'-01I Communi y Development Department Pla nr ing Divi tion ino WATER -EFFICIENT LANDSCAPE CHECKLIST cuPeRTiNo APPRO Community Development Department Is R-202 -01 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Case # rtino, CA95014 planning@cupertino.org li CUPERTINO http: / / cupertino. org/planning Approval Body: Director Approva I Date 05/24/2 Signature Gial Paolo M r Case Jai PART 1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION MPANY & COMPANY ADDRESS aa,XA - Landscape Architect Na2176 NAME LIC. /CERT.# Gregory Lewis #2176 � 2 1 9TFOF E-MAIL PHONE lewislandscape@sbcglobal.net (831) 359-0960 CAt�� PROFESSI NAL SEAL PART 2: PROPERTY & PROPERTY OWNER INFORMATION Ken Zhai smartlilybuilder@gmail.com (510) 304-5004 10618 Gascoigne Dr., Cupertino PROJECT TYPE (CHECK APPLICABLE) WATER SOURCE v New A Potable TOTAL LANDSCAPE AREA TURF PLANT AREA ❑ Rehabilitated ❑ Recycled 21 50 344 ❑ Non -Residential ❑ On -site captured rainwater SQ Fr. ❑ Grawater WATER PURVEYOR NON -TURF PLANT AREA SPECIAL LANDSCAPE AREA 6 SQ. Fr. SQ. FT. PART 3: COMPLIANCE CHECKLIST Landscape Parameter Requirements Compliance TURF AREA no turf Turf shall not exceed 25% of the landscape area or 1,250 sq. ft., whichever is lesser in area (No turf in non-residential area) YES Turf shall not be planted on slopes more than 25%. YES All portions of turf areas shall be wider than ten (10) feet (unless irrigated with YES subsurface irrigation or low volume irrigation system). PLANTING AREA At least 80% (100% for non-residential area) of non -turf area shall consist of native or low water use plants. YES No invasive and/or noxious plant species shall be planted. YES Plants with similar water needs shall be grouped within hydrozones. Each hydrozone shall be controlled by a separate valve. y� YES i� SOIL MANAGEMENT At least 4 cu. yds. of compost, six (6) inches deep, shallbe applied per 1X0 sq. ft. of landscape area YES onkk A minimum three (3) inch layer of mulch shall be applied on all exposed soil surfaces of planting areas, except in areas of direct seeding application (e.g. - YES hydro -seeding). I"� YES Grading shall be designed to minimize soil erosion, run-off, and water waste. IRRIGATION SYSTEM no irrigation system Automatic irrigation controllers are required and must use evapotranspiration or soil moisture sensor data and utilize a rain sensor. YES Irrigation controllers shall be a type which does not lose programming data in the event the primary power source is interrupted. YES -EFFICIENT LANDSCAPE CHECKLIST Community Development Department IMWATER 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org CUPERTINO http://cupertino.org/planning Landscape Parameter Requirements Compliance IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturer's recommended YES pressure range. Manual shut-off valves (such as a gate valve, ball valve, or butterfly valve) shall be installed as close to to the of connection of the water supply. YES possible point 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 yam( YES distribution uniformity low quarter of 0.65 or higher using the protocol defined Y'� in ASABE/ICC 802-2014. Dedicated irrigation meters are required for non-residential projects with more YES than1,000 sq. ft. of landscape area. this Is single family residential WATER FEATURES Pool and spa covers shall be installed. N o 0 o l or spa ❑ YES ❑ pool ❑ other: Recirculating water systems shall be used for all water features. None YES yA no water features YI Water features are limited to 10% of the landscaped area. None Ei YES am aware of available informational resources regarding native and low water use plants, irrigation efficiency, and other aspects of water -efficient landscaping. I certify that the information provided on this checklist is correct, and the installed landscape complies with the requirements of Chapter 14.15 and / or the requirements of the Prescriptive Compliance Option. I also understand that any changes to the project will necessitate a new checklist. IS 2/21/21 ❑ Landscaping Is not Installed yet ❑ Applicant Comments ❑ Use additional paper if necessary P Staff Evaluation Staff Comments ❑ Approved ❑ ❑ Not Approved ❑ Permit # ❑ El Page 1 of 2 WATER BUDGET WORKSHEET Community Development Department 10300 Torre Avenue Cupertino, CA 95014 CUPERTINO PART 1: PROPERTY INFORMATION PROJECT ADDRESS A.P.N. 10618 Gascoigne Dr., Cupertino REFERENCE ETo 45.3 TOTAL LANDSCAPE AREA 2150 SQ. FT. PART 2: SAMPLE HYDROZONE TABLE 408.777.3308/Fax 408.777.3333 planning@cupertino.org http: //cupertino. org/planning NON -TURF PLANTAREA SPECIAL LANDSCAPE AREA 1 806 SQ. FT. 0 SQ. FT. REGULAR LANDSCAPE AREA HYDROZONE PLANT FACTOR (PF) IRRIGATION METHOD IRRIGATION EFFICIENCY (IE) ETAF (PF/IE) LANDSCAPE AREA (SQ. FT.) ETAF X LAND- SCAPE AREA ETWU 1 0.25 Drip 0.81 0.3086 1756 541.98 15,222 2 0.25 Drip 0.81 0.3086 50 15.43 433 3 0.8 Spray 0.75 1.0667 344 366.93 10,306 TOTALS �(A)2150 (B) 924 (1,961 SPECIAL LANDSCAPE AREA 1 1 TOTALS (C) 0 (D) 0 (Z) 0 PART 3: WATER BUDGET CALCULATIONS (Y) + (Z)25,961(ET VU) < 33,212 (MANTA) PART 4: ETAF CALCULATIONS DEFINITIONS • HYDROZONE: Put in hydrozone #, letter, or planting description. (e.g. 1, 2, 3; A, B, C; front porch, adjacent to driveway, front lawn, etc.) • PLANT FACTOR (PF): Use WUCOLS to determine Plant Factor. Plant factors are 0- 0.1 for very low water use plants, 0.1-0.3 for low water use plants, 0.4-0.6 for moderate water use plants, and 0.7-1.0 for high water use plants. • IRRIGATION METHOD: Overhead spray or drip • IRRIGATION EFFICIENCY (IE): 0.75 for spray and 0.81 for drip • ETAF: The maximum average EvapoTranspiration Adjustment Factor for residential properties, exclusive of Special Landscape Areas, is 0.55 and for non-residential properties is 0.45; ETAF for new and existing Special Landscape Areas shall not exceed 1.0. • ETo = evapotranspiration rate means the quantity of water evaporated from adjacent soil and other surfaces and transpired by plants during a specified time • 0.62 is a conversion factor that converts acre -inches/ acre/year to FORMULAS gallons/ sq.ft./year. ETWU = ETo x 0.62 x (ETAF x Landscape Area) Estimated Total Water Use MAWA = ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] Maximum Applied Water Allowance Average ETAF for Regular Landscapes = (B) _ (A) 0.43 (ETAF) < (0.55 for residential) (ETAF) < (0.45 for non-residential) Site -wide ETAF = (B + D) + (A + C) 0.43 Site -wide ETAF Page 1 of 1 Landscape Documentation Package Checklist LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST 1 - PROJECT INFORMATION a Date - 2/24/21 b Applicant - Greg Lewis - Landscape Architect c Project Address - 10618 Gascoigne Dr., Cupertino d Total Landscape Area - 2150 sf e Type of project -single family residential g Checklist of all documents in package - see this page h Contacts of Applicant - Owner's rep - Ken Zhai smartlilybuilder@gmail.com (510) 304-5004 i "I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Documentation Package" A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 AND IRRIGATION PLAN - SEE SHEET L2, L3, L4 GRADING PLAN - see Civil Grading and Drainage Plans by civil engineer. Paul Leung - H.M.C. Assoc. - 12280 Saratoga - Sunnyvale Rd. Suite 209 Saratoga, CA (408) 446-8418 The following items shall be submitted to the Director of Community Development when a landscape project is subject to the requirements of this chapter, prior to fina inspection A.CERTIFICATE OF COMPLETION B.CERTIFICATE OF INSTALLATION, FOLLOWING INSTALLATION OF LANDSCAPING C. IRRIGATION SCHEDULE D.LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE E.IRRIGATION AUDIT REPORT Landscape Documentation Revision co ti N H U W CD rn _ 0 M M W lZ ao c Q U Lo ro rn o Z W N J n U � c M c W J D) O a U W ro 0� �NDSCA� No. 2176� 4 0/2022 Remod Date Q U n > O W U Q W U II nv W .O U r� W V Z 00 r- 1�1O CD — Date 9/9/20 Scale As Noted Drawn Greg Job Sheet L 0 of 5 Communiy Development Depa Mant Legend Planr ing Division — CupertindEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME CUPERTINO APPROVED GALLONS RATING Case # R-2021-011, I.Gyu�I d Front Yard Tree LI 1 24" box LOW Lagerstroemia Tuscarora Crape Myrtle Approva I Body: rector / StaffReq. Front Yard Tree Approval Date 05/24/21 Min. 6' tall Signature Gia Paolo Martine Case Manager PC 1 24" box LOW Pistacia chinensis Keith Davie Chinese Pistache Street Tree Min. 6' tall when planted Screening Shrubs LN 13 15 10' max LOW Laurus nobilis Grecian Laurel Min. height of installed screen shrubs is 6 feet when planted Shrubs RC 4 5 4' - 6' LOW Rhaphiolepis minor India Hawthorne Ground Covers NC 7 1 3' - 6' LOW Nandina Gulf Stream Heavenly Bamboo BF 10 1 3' - 6' LOW Bulbine frutescens - yellow or orange LM 6 1 3' - 6' LOW Lantana montevidensis purple Low Purple Lantana LY 3 1 3' - 6' LOW Lantana Spreading Sunshine Low Yellow Lantana LP 4 1 3' - 6' LOW Limonium perezii Sea Statice MC 3 1 3' - 6' LOW Myrtus communis Myrtle SL 2 1 3' - 6' LOW Salvia leucantha Mex. Sage Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board Plant quantities are for planning purposes only. Contractor to install all plants shown on plan and verify plant count. For required screening shrubs and front yard tree that have to be a min. height when planted, have them contract grown or buy them far in advance to make sure they are available WATER EFFICIENT COMPLIANCE CHECKLIST NOTES - TURF, PLANTING, SOIL MANAGEMENT 1 THERE IS TURF LAWN SPECIFIED FOR THE LANDSCAPE 2 AT LEAST 80% OF NON -TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS 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 PER 1000 SQ.FT. OF PLANTING AREA 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. OWNER TO APPROVE CHOICE OF MULCH PRIOR TO SIGNING INSTALLATION CONTRACT 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 11 ALL SHRUBS AND GROUND COVERS TO BE DRIP IRRIGATED. SEE THE IRRIGATION PLAN 12 CONTRACTOR SHALL REFER TO SHEET C.2 FOR SITE GRADING AND DRAINAGE INSTALLATION 13 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED. IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. 14 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. 15 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. 16 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND NEW FRONT YARD TREE Landscape Site Legend 1❑ Driveway Paving - Concrete or pavers, pattern and color to be selected by owner. Install score joints and expansion joints to control cracking if conc. is used ❑2 Front yard walkways - Concrete or pavers, pattern and color to be selected by owner. Install score joints and expansion joints to control cracking if conc. is used �3 Paving for walkways natural gray color concrete.with no color added and score joints ® Rear patios- Concrete or pavers, pattern and color to be selected by owner. Install score joints and expansion joints to control cracking if conc. is used 5❑ Replace any 6 foot high wood fence that is not in good condition. © Install new 3 foot wide gates with galv. hardware ❑7 Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 44 PT posts max. 8' OC ® Angled projection lines from 2nd story windows that require plant screening �9 Min. 2 foot wide landscape area for drainage swale along side property lines 10 Lawn and lawn sprinklers must be at least 24 inches from impervious paving Paving in Front Yard Setback Total Area 55.15'x20' = 1103 sf Front walk 96 sf Driveway 400 sf 496 sf/1103 sf = 45% OK less than 50% Hydrozone Summary HYDROZONE -DESCRIPTION VALVES HYD 1 1 - 2,4,6 HYD 2 2- 1 HYD 3 3-3,5 TOTALS GPM SQ.FT. % OF TOTAL LN - Landscape screening min. 15 gal. and min. 6' high when installed - max. 10 feet apart 10' max. 5 5 -- ----- --- - - LN LN \\ LGN o n L N— L N \ HYD 1 ra 0 HYD 1 \ Remove 12" Citrus \ S L S L L Y L Y F A_ HYD 1 LY HYD 1 � LN LN I _ _ � a as 5 :HY 1\ a m 11 L1 P HYD 3 LP Lawn ' H° a � s 10 10'x20' LP , LP HYD 1 � LN 41 i LN to Eq -- -- -- ' NEW ADU 2ND No R ° DEC1ST 1 F � ATI LN d° ; LN projected angle �— -- -- from 8 ' ®I window/balcony/de 8 ck 5 NC ove 8" Citrus D 1 V I I Screening shrubs i 8 'NC I I projected angle ' from JI \ 2ND FLOOR I HYD 1 window/balcony/de 9 /L(-7��I , ck °- NC 1ST FLOOR NC �o ri H`fD l I �� I GARAGE HYD 1 �n ❑ I � I � �I L NC '--'I7 6 rc I' I MC Y 1 BF BF RC RC R RC lu z o ' MC Dive ay HYD 1 LI i Front Yard o m I 1 HYD 3 HYD Tree - min. ' LU o N M BF BF Lawn 8' tall when z H 1 2 YD 1 10 12'x12' LP ' planted BF BF ELM HYD 1 LP Front yard tree at least 20' from street tree BF 20 BF LM 55.15 P.L.. LM M LM LM 3 BF BF � HYD 2 HYD 1 � Sidewalk PC - Street Tree min. 8' tall when planted MAX. GASCOIGN E DR. Street tree in front of 2 story "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,) is Gregory Lewis - Landscape Architect Lic. #2176 2/24/21 DRIP, LOW WATER SHRUBS 2.9 1756 82% DRIP, LOW WATER TREE 0.7 50 2% SPRAY,HIGH WATER,LAWN 3.6 344 16% Hydrozone Plan/ 2150 ,ao% Planting Plan I I . I 1/8 11= 1 I-0" 0' 8' 16' Revision U H U 0 Cn Cn M Q W QC� U CD L o W 0 z (3) U J N (3) U Q- W CC :_ M :_ �CC W J N C oa- W N�2176 y� rr o. 4/30/2022 R�w Date qTF OF CAS-��� Q U n1 W 0 � U Q W � U _- 00 L. � W �O cVi� C� Z00 1-O O Date 2/24/21 Scale As Noted Drawn Greg Job Sheet L I of 5 Commun Plan CUPERTINO Case # Approval Body Approval Date Signature y Development Department ng Division - Cupertino APPROVED R-2021-011, rector / Staff )5/24/21 Giarl Paolo Martire Case Manager nrip Irrigation Notes 1) SECURE LARGER 3/4" DRIP TUBING 1'' BELOW GRADE WITH 7'' OR 11" U-SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. 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. EMITTER SCHEDULE: TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LY, LP,LM THREE 1 GPH EMITTERS AT MEDIUM SHRUBS RC,NC,BF,MC,SL 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. rrigation Notes 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 - this project has less than 5000 sq.ft. of planting area 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS LAWN. 8 SEE SHEET L3 AND L4 FOR DETAILS AND SPECIFICATIONS 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 55 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 V PRESSURE REGULATOR. THIS SITE HAS APPROX. ---- 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 OR AS SHOWN ON THE PLAN. INSTALL 1'' TEE AND A 1'' BALL VALVE AND RUN 1" SCH 40 PVC TO VALVE LOCATIONS. KEEP ANTI SIPHON 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 ENOUGH EXTRA CONTROL WIRE SO THAT ONE VALVE COULD BE ADDED AT EACH VALVE GROUPING IN THE FUTURE 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR NEW PLANTINGS AND MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT 14 IRRIGATION RUN TIMES TO BE BETWEEN 8:00 PM and 10:00 AM UNLESS UNFAVORABLE WEATHER PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY Irrigation Legend KEY MANUF. MANUF. # DESCRIPTION D FCHunter PC-4 4 station controller with enough modules for 7 stations L3 exterior wall mount with multiple programing, cycle start, and calender program Hunter SOLARSYNC Install Wireless Solarsync weather sensor in sunny location that receives rain C System will adjust valve run times according to weather L3 Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4'' Amiad Filter, Senniger PR30 CL3 Hunter pressure regulator, and adaptor to drip tubing PGV-ASV 075 3/4" antisiphon valve for spray sprinklers - no filter or press, reg. required Run 1" Sch 40 PVC pressure line from point of connection to valves A L3 N 1" manual brass ball valves F 10 Toro 0-10 10' Precision Series Nozzle on 6'' pop up 30 psi pressure regulating body L3 12 Toro 0-12 12' Precision Series Nozzle on 6" pop up 30 psi pressure regulating body B 3/4'' Nonpressure line - Sch 40 PVC 3/4'' unless noted for larger L3 i 1" size - 12" of cover — — — — — — — — — — — — Pressure line - Sch 40 PVC : 1" unless noted for smaller size - 18" of cover LINES UNDER PAVING PL Pressure line - 1" Sch 40 PVC 24" deep — —NP — — _ Non Pressure line 3/4" Sch 40 PVC 24" deep WI Elec. control wire conduit 1-1 /4" gray Sch 40 PVC 24" deep E L3 3/4" PE drip tubing with compression fittings - see drip notes Tree drip irrigation 3/4" PE drip tubing with compression fittings - see drip notes Lines under paving to be in sleeve 2x size of line 1 1 I 1 r HYD 1 1 Verify controller location with owner Run sleeve under paving to planter Point of connection for irrigation where new water line enters house Install pressure line under paving tc planter area %] 0 0 - - — - - — - - ---------I 1 1 I 1 1 I 1 1 I 1 1 I 6-0" � IS'—O" 01 MAX. GASCOIGNE DR. Sidewalk "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" 6r� is Gregory Lewis - Landscape Architect Lic. #2176 2/24/21 Irrigation Plan 1/8 11= 1 I-0" 0' 8' 16' 1 1 I 1 1 I 1 1 I 1 1 I 1 1 I 1 1� I 1 1 I 1 1 I 1 1 I 1 1 J 'o 1 — I 1 1 I 1 1 r 1 1 1 I 1 1 I 1 1 I 1 1 Valve ID Min. dvnamic psi at valve L4GPM Application rate flow HYD 1- —Hydrozone HYD 3 HYD 2 Revision U W 0 M Q W QCD U W (3) o 0 z U J N (3) U a W c C: W J N C O cu C� W co r- � p,NDSCA�E' No. 2176y� 4/30/2022 2kV I � qTF OF CAS—��� Q U n1 O U W U 0 n 1� O W �O U n 1 cn O W Z00 1-O O Date 2/24/21 Scale As Noted Drawn Greg Job Sheet L2 of 5 CUPERTINC Case # Appro% Appro,v Signatt Revision CD ti r N U co W H U M r Q co � w a N C) (6 Q U � O Q U � 0 N z Qcz U C, co r^ vJ C (n Co cf) � A CO W J �: m Y `} ^L LL I L O 0 w Of CD DSCA'°L� No. 2176� �r dew is n 4 /'2022 2 4 2 I Q q�F 4F CA��Q- Q U � o u (D U . Q ) (VD O U � n1 W o Z °O �-O O Date 2/24/21 Scale As Noted Drawn Greg Job Sheet L3 of 5 Commun Plan CuPERTIN4 Case # Approval Body: Approva I Date _ Signature G y Development PH-AAtmiUNIbITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION ng Division - Cupertino APPROVED 1.1 QUALITY ASSURANCE: A. Use adequate numbers of skilled workmen who are thoroughly trained and R-2021-011 ,experienced in the necessary crafts and who are completely familiar with the 'ITLUr1411 specified requirements and the methods needed for proper performance of the work of this section. Staff rector/ 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 Paolo Martire .,, ,.,A+ ;-g products or commencing with the work. Case Manager 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 some 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 some 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 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. 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. Any sod delivered to the site that cannot be installed the some 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 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) 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 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 o N I- U W H =C) Uor) (.0 0 jj� Q rn co M � W 0- Q co ao o U�0 (n � 0 Z Q rn g Q a) U CU J N 0 L U W 2 Ln co m J 0 Y W [)� M pNDSCA�E' No. 2176y� 20 2 I qTF OF CAS-��� U n , O W U� W U v I W .O U n, (-n (� W `J Z()0 0 Date 2/24/21 Scale As Noted Drawn Greg Job Sheet of