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R-2022-032, RM-2022-029 Approved Plans . . . . . . . . . . . . . . . . . . . . . . . . . . . Community Development De artme 23 A. PROPERTY OWNER SHALL RECORD A pU @ �0� MME MUM0 IPMOFOU DLQf5° 4G EE pnQ)U1 C�4 Q)H Hil IE&OUG3C :::::: v p p It3 4 COVENANT ON THE PROPERTY FOR THE . . . . . PRIVET 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE JOB LOCATION: 19161 TILSON 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE • • • • • • • • • • • • • • • • • . . • • • . .0 - - _ _ _ _ _ _ NEW TREES SHRUBS PLANTED FOR JURISDICTION: CITY OF CUPERTINO RELATIONSHIP OF PROPOSED GRADING AND UTILITY 'CUPERTINQ �ARRR0VED i - i - / - / - i - _ - -i - - ' i �� - - � �� - - PURPOSE OF REQUIRED REPLACEMENT FOR THE CORRECTIONS OF MISTAKES, ERRORS,OWNER AND/OR CONTRACTOR OF THE OR RESPONSIBILITY APN: 375-08-029 TRENCHING TO THE TREES DESIGNATED FOR � PRESERVATION. CONSTRUCTION AND GRADING SHOULD '.'.'. .m Case # / R-2022-03�, / \ / \ / \ / \ / \ / \ / \ /� \� TREES, PRIVACY PROTECTION, AND COMMISSIONS CONTAINED THEREIN. IF DURING THE CONST. TYPE VB NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND LEVEL • • • . . • . . .(n REQUIRED FROM YARD TREE. COURSE OF CONSTRUCTION IMPROVEMENTS, PUBLIC FIRE SPRINKLER YES BENEATH TREE DRIP LINES. IF THE GROUND LEVEL IS S .T tJ . D i. .O. I o o V o V o V o V o o I B. FOLLOWING COMPLETION OF INTEREST REQUIRES A MODIFICATION OF/OR A LOT SIZE: 10,207SF PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, Approval Bod�{ Director/ Staff I\ I\ I\ 1\ 1\ 1\ I\ I\ I DEPARTURE FROM THE CITY OF CUPERTINO ZONING: R1-10 THE ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE . . . . • • . • • . • . . . . . • . . . o A royal Cate 09/15/22 / \ / \ / \ / \ / \ / \ / \ / \ / D CONSTRUCTION, AN AFFIDAVIT FROM AN SPECIFICATION OR THESE IMPROVEMENT PLANS, THE OCC GROUPS R3 U THE IMPACT TO THE TREE(S). . . . . . . pp - CITY ENGINEERS SHALL HAVE THE AUTHORITY TO / . . . . . . • • • . . . . . • • • • • . . �, O ISA-CERTIFIED ARBORIST SHALL BE 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND Signature 9janne-Harkeasha o o REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO LAND USED LOW DENSITY 1-5 DU/Ac ALL TREES ADJACENT TO THE PROPERTY SHALL BE C 7 PROVIDED COMFIRMING THAT THE NEW SPECIFY THE MANNER IN WHICH THE SAME IS TO BE co Case Manager / .J O N � PROTECTED AGAINST DAMAGE DURING CONSTRUCTION 11 CC) - U I- TREES HAVE BEEN PLANTED PROPERLY COMPLETED, AT THE SOLE EXPENSE OF THE OWNER PROJECT COMPLY W/ 2019 CBC, 2019 CA RESIDENTIAL, OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH P'408.892.5020.'F.'408:87�:6923.......:.:.:.. : .. . i O D ! o Iv AND ACCORDING TO PLAN. AND/OR CONTRACTOR. PLUMBING 2019 CPC, 2019 CMC, 2019 CEC, 2019 CFC, FENCE AROUND THE DRIP LINE, AND ARMOR AS NEEDED. 1 ' 2019 CA ENERGY CODE, 2019 CA GREEN BUILDING CODE THE EXTENT OF FENCING AND ARMORING SHALL BE C. A PLANNING INSPECTION IS REQUIRED 2. CONTACT PUBLIC WORKS, 777-3104, FOR DRAINAGE 22'-1' j AND FINAL GRADE INSPECTION, WHICH INCLUDES DRAIN AND THE CUPERTINO MUNICIPAL CODE. DETERMINED BY THE LANDSCAPE ARCHITECT. THE TREE Q D TO VERIFY EXTERIOR PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION Project: �- FIRST FLOOR REAR SET BACK LINE 1 MIN. 15' 0" � ' LINES AND ROOF DRAINS/DOWN sPouTs. EXISTING HOUSE: OR GRADING IS BEGUN AND SHALL BE MAINTAINED IN \ MATERIALS/FINISHES, TREES, 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR 1 REPAIR FOR THE DURATION OF THE CONSTRUCTION WORK. Tilson Sterling Homes LLC 1 3 19 3 14 26 / -' LANDSCAPING AND SITE WORK. TO OCCUPANCY. REMOVE (E) LIVING AREA: 1,2844E 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON New Custom Homes - - - - - - � REMOVE (E) GARAGE: 200SF WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED 9 -1 I o I I D 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND REMOVE (E) (2) SHED & STOR. 494SF TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE 19161 Tilson Ave. INSURING THE AREA ADJACENT TO THE WORK IS LEFT DIRECTOR OF COMMUNITY DEVELOPMENT. Cupertino, CA 95014 - - - - - - IN A CLEAN CONDITION. (E) FAR & BLDG COVERAGE 19.38% p 4. IF TRENCHING IS REQUIRED TO PENETRATE THE �I 5. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON PROTECTION BARRIER FOR THE TREE, THE SECTION OF I� - -I� TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK PROPOSE: TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS 1 t. 1ST FLOOR PATIO I , PM J K� a 9001E OR REMOVING ANY TREES. TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO ® 1 I 654sF._ _ _ I 6. UTILIZE BEST MANAGEMENT PRACTICES (BMP's), AS INITIATING ANY TRENCHING WITHIN THE BARRIER Applicant/Owner. 3 I 24 1 �. . g FIRST FLOOR LIVING: 2 3644E APPROVAL BY STAFF WITH CONSULTATION OF AN I \ 1. REMOVE ENTIRE (E) SINGLE STORY HOME & ALL REQUIRED BY THESTATE WATER RESOURCES CONTROL ARBORIST SHALL BE COMPLETED. Tilson Sterling Homes LLC 1 1 I ' FIRST FLOOR GARAGE: 437SF g 1 . CONCRETE PAVER. REMOVE EXISTING REAR ,YARD BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL. 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE 1 I SECOND FLOOR LIVING: 17744E Attn: Mr. Siva Singaram . . . .�.�. . \. I SHED OWNER/CONTRACTOR TO PROVIDE A J 7, A WORK SCHEDULE OF GRADING AND EROSION & NATURAL GRADE SHALL BE GUARDED BY RECOGNIZED I . i NUMBER OBTAINED FROM THE BAY AREA AIR QUALITY ELM I \. . . . . . . . . . . . . . . . . . . . . . . . SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE TOTAL FLOOR AREA 4,575SF STANDARDS OF TREE PROTECTION AND DESIGN OF TREE 19161 Tilson Ave 1 �. . . . . . . \. . . . . . . . MANAGEMENT DISTRICT (BAAQMD) CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING WELLS. 1 / AREA NOT INCLUDE IN FAR Cupertino, CA 95014 1 I \. I I i SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE p 1 14 . . . KEPT CLEAN. NO CONSTRUCTION MATERIALS NOR Tel. 732 666-5063 . �. . . .�.......... ........... \ , 4'-6" 2. PROPOSE (N) 2 STORIES HOME AND 2 CARS 15' FRONT PORCH 704E CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED . . . . . ... . ... . . .. �I /. . . . . . . . . . . . . . .DECK. . . . . . . . . .�. �. . I GARAGE. 8. ALL NEW ELECTRICAL SERVICE IN FRONT OF HOUSE PATIO 6544E Sangeetha2siva@Gmail.com 1 cn I\ 289SF. 16 CHIMNEY 11 SF UNDER A TREE. I. . . . . . . . . ' \ (POWER, PHONE, AND OR CABLE) SHALL BE UNDER 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN 3. MAIN DWELLING UNIT WITH TOTAL 5 BEDROOMS, AND GROUNDED. ROOF OVERHANG 689SF FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND 4.5 BATHROOMS. o "^ \ i I SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT 1 � [ � I 9. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC TOTAL 1,4244E Architect: A \ WORKS INSPECTOR FOR FINAL INSPECTION. SURVEILLANCE. n N4. PROVIDE NEW DRIVE WAY EXISTING ROLL UP 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE o _ , �1 o I \ / 15 -0" I CURB 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND DECK 289SF LICENSEE, AS DEFINED BY CALIFORNIA BUSINESS AND STUDIO 61 ARCHITECTS, Inc. N 29" N 3 2ND FLOOR 2ND FLR. I 5. PROPOSE TO PLANT (N) TREE IN FRONT YARD AS SURFACE, DIRECTED AWAY FROM BUILDING TOTAL LIVING AREA 4,138SF PROFESSIONAL CODE, TO PRUNE AND CUT OFF THE 12480 Saratoga Ave. i o ELM 1 rn I LIVING AREA SB I I REQUIRED FROM CITY OF CUPERTINO. FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. BRANCHES THAT MUST BE REMOVED DURING THE m � 1,7744E ' TOTAL 1ST FLOOR AREA: 2 801 SF Saratoga CA 95070 1 . . . . . . , 6. PROVIDE PRIVACY SCREENING PLANT IN REAR YARD. 11. PROVIDE 5% MIN. SLOPES FOR GRADE AWAY FROM GRADING OR CONSTRUCTION. NO BRANCHES OR ROOTS N 24 w 1 I TOTAL 2ND FLOOR AREA: 1 7744E T: 408 892.5020 12" OAK m' 1 i \ I 19 FOUNDATIONS AND DRAINAGE AWAY FROM ADJACENT SHALL BE CUT UNLESS AT FIRST REVIEWED BY THE ( ) (PROTECTED w I I PROPERTY LINES. LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF S6IARCHITECT@GMAIL.COM \ I 7. A 3.43 kWDC PV SYSTEM IS REQUIRED TO BE 1 TREE) 24 c, 1 Z / I I 2nd TO 1ST FLR. RATIO 1,774 STAFF. O I . . . . . \ I 9 INSTALLED PRIOR TO FINAL INSPECTION. PV SYSTEM 12. PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR TO =63.34%<66% g. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT 1 I \ WILL BE DESIGN BY OTHER AND WILL BE SUBMITTED I ANY WORK TO COMMENCE WITHIN THE PUBLIC RIGHT 2,801 SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN m 19 I z \ I I ' AND REVIEWED UNDER A SEPARATE PERMIT. OF WAY, WHICHEVER COMES FIRST, THE OWNER F.A.R.: 4,5754E =44 82% APPROVED TREE SURGEON. AND/OR THE CONTRACTOR SHALL OBTAIN AN 10,207SF 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SED ARcy j i ENCROACHMENT PERMIT. CONTACT THE PUBLIC WORKS SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF �,�� NK L �TF \ ; DEPARTMENT AT (408) 777-3354 FOR REQUIREMENTS 2 801+1 424 ANY TREE DESIGNATED TO BE SAVED. P I i BLD. COVERAGE: 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON 25 / � \ I AND PERMIT. ALL ENCROACHMENT PERMITS REQUIRE A = 41.39% < 50% \ , I I @�4� v � Lf �04�� CERTIFICATE OF LIABILITY INSURANCE AND A Q 10,207SF PROTECTIVE FENCING AROUND TREES TO BE PROTECTED. NO. C29889 �k / 724,/ 5'-0 �� SEPARATE ENDORSEMENT NAMING THE CITY OF 1 MAN F_ - I , 14 CUPERTINO AS ADDITIONAL INSURED AS WELL AS A REN. 2�28�23 � i VALID CONTRACTOR LICENSE (NOTE: LICENSE B FRONT YARD IMPERVIOUS AREA =481.6SF=33.9%<40% (E) DRIVE WAY APPROACH AND CURB CUT TO REMAIN CONTRACTORS ARE ONLY PERMITTED TO PERFORM SEE PAGE L3 TF O� As Is WORK ON-SITE AND WILL NOT BE PERMITTED TO LANDSCAPE AREA =3,747SF IMIE �04� OF CA��F 14 (N) IMPERVIOUS CONC. PAVER DRIVE WAY LESS THAN PERFORM WORK IN THE PUBLIC RIGHT OF WAY. vv7 \ C40%LEARANCE FRONT YARD AREA. DRIVEWAY SHALL HAVE A MIN. pG�O��C�4 0[�]DC /� I CLEARANCE OF TWO FEET FROM A BUILDING WALL, 0 D 1. AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM 3 I 1ST FLOOR I \ I 20 FENCE, OR PROPERTY LINE. SEE LANDSCAPE PLAN D o D SHALL BE INSTALLED IN ONE-AND TWO-FAMILY 11 1 I CHIMNEY LIVING AREA \ GARAGE I O ARMOR BLACK OUTDOOR WALL SCONE - MODEL AR2000, @MpCEG3 HQ) G�t]MC�]OC PIL CMODCE DWELLINGS AS FOLLOWS: IN ALL NEW ONE-AND STRUCTURE ENGINEER- GARAGE I I FIRE 2,3644E i \ I 437SF 59.0 inch, 45 WATT 120 VOLT INTEGRATED - SEE AO.1 TITLE SHEET, SITE PLAN TWO-FAMILY DWELLINGS, REBUILD OF EXISTING 7'-0' PRODUCT CUT SHEET ON PAGE AO.4 PLACE \ I AO.2 PRIVACY SCREENING PLAN, ROOF PLAN ONE-AND TWO-FAMILY DWELLINGS AS DEFINED BY THE 7", 6", 6", 11SF 1. CUPERTINO MUNICIPAL CODE CHAPTER 16.54 AMENDS 1 s ELM I I � - - - - \ ' I 2 FLOOR AREA DIAGRAM. BUILDING OFFICIAL, AND IN EXISTING ONE-AND 1 23 " 11 \ I / ® WATER LINE PER FIRE SPRINKLER PLAN 1 THE CALIFORNIA ENERGY CODE AND REQUIRES THAT TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE EACH NEWLY CONSTRUCTED BUILDING BE A0.3 MO I I A �x / 17 18 / O WATER METER PER FIRE SPRINKLER PLAN CONSTRUCTED AS AN ALL-ELECTRIC BUILDING. AN D THAT INCREASE THE BUILDING AREA TO MORE THAN 6'-5 - - I ALL ELECTRIC BUILDING IS A BUILDING THAT HAS NO 3,600SF. 9 / © (N) ELECTRICAL MAIN PANEL, 400A PER PG&E. EXCEPTION 1: ONE OR MORE ADDITIONS MADE TO A 16 I rn / NATURAL GAS OR PROPANE PLUMBING INSTALLED A2.1 1ST FLOOR PLAN I I FRONT - - ' BUILDING AFTER JANUARY 1, 2011 THAT DO NOT TOTAL I ® / 0 (N) UNDER-GROUND UTILITIES LINE PER PG&E WITHIN THE BUILDING, AND THAT USE ELECTRICITY AS A2.2 2ND FLOOR PLAN MORE THAN 1000SF 18 17 I j PORCH 70SF 9 - - - - - _ - _ - - - - / g FIRST FLOOR SIDE SET BACK THE SOLE OF ENERGY FOR ITS SPACE HEATING, A2.3 1ST FLOOR ELECTRICAL PLAN EXCEPTION 2: A FIRE SPRINKLER SYSTEM IS NOT - - O WATER HEATING, COOKING APPLIANCES, OUTDOOR 14 9 / A2.4 2ND FLOOR ELECTRICAL PLAN REQUIRED FOR A ACCESSORY DWELLING UNIT IF THE _ 3 ' g (N) DOWN SPOUT WITH PROVIDE DIRECT ROOF RUNOFF AND KITCHENS, OUTDOOR FIREPLACES, AND CLOTHES �x� - - - - - 9 3 / ON-SITE SURFACE DRAINAGE TO LANDSCAPED AREAS OR DRYING APPLIANCES. ADDITIONAL COMMENTS RELATED A3.1 EXTERIOR ELEVATIONS FIRE SPRINKLER IS NOT PROVIDED FOR THE PRIMARY I GRASS SWALES FOR INFILTRATION TO THE GREATEST RESIDENCE IT SERVES. (3) 4" 1 - - - I / TO THIS REQUIREMENT FOR AN ALL-ELECTRIC A3.2 SECTIONS 23 PRIVET 3 1 DEGREE POSSIBLE EXCEPTION 3: IN ALL NEW BASEMENTS AND IN TREE 9 �� INSTALL NEW C.O. AT PROPERTY LINE PER CITY OF BUILDING ARE PROVIDED IN THE APPROPRIATE _ L 10 EXISTING BASEMENTS THAT ARE EXPANDED. EXCEPTION: ' SUNNYVALE STANDARD DETAIL 15A COMMENT SECTION BELOW. 3 1 ' 2. CUPERTINO MUNICIPAL CODE CHAPTER 16.58 AMENDS EXISTING BASEMENTS THAT ARE EXPANDED BY NOT N 4" CLEAN OUT, MAX. 24" FROM BUILDING FOOT PRINT. O MORE THAN 50% SHALL ABS SEWER OF THE SEWER LATERAL THE AND REQUIRES IATHATEN BUILDING STANDARDS CODE NEWLY CONSTRUCTION ONE-AND NOTE: THE OWNER(S), OCCUPANT(S) OR 2,,0 I� 7O 11 y 27 - _ ` ' 12 ( ) TWO-FAMILY DWELLINGS WITH ATTACHED PRIVATE SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING 0 13 (N) TREE, SEE PRIVACY PLAN AND LOCATION AND LANDSCAPE v; 28 � � GARAGES SHALL INSTALL A LEVEL 2 EV READY W/ THE WATER PURVEYOR OF RECORD IN ORDER TO \ PLAN L1 FOR TYPE OF TREE AND LOCATION OF TREE. CIRCUIT AND A LEVEL 1 EV READY CIRCUIT. DETERMINE IF ANY MODIFICATION OF UPGRADE OF THE ~ (1�5 / N HOSE BIBBS W/ NON-REMOVABLE TYPE BACKFLOW z � ti Y \ 14 O EXISTING WATER SERVICE IS REQUIRED. A STATE OF O 22 PREVENTION DEVICE N I 15 GRADE TO SLOPE AWAY FROM STRUCTURE MIN. OF 5% WITHIN CALIFORNIA LICENSE (C-16) FIRE PROTECTION THE 1ST 10-FEET OF STRUCTURE. IF IMPERVIOUS SURFACES �HWH� pGOC�G3LQ��t]� DD�ID�DOG`I] CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A \ ARE WIITHIN THE FIRST 10-FEET OF THE BUILDING, A MIN. OF COMPLETED PERMIT APPLICATION AND APPROPRIATE 2% AWAY FROM STRUCTURE Is ALLOWED. FEE TO THIS DEPARTMENT FOR REVIEW AND APPROVAL ~ I8"TREE PRIVET \ ' 16 ROOF OVER HANG SET BACK 1. NO DEMOLITION PERMIT WILL BE ISSUED UNTIL ALL PRIOR TO BEGINNING THEIR WORK. CRC SEC.313.2 AS \ SEE ti Q 0 REQUIRED PCB DOCUMENTS HAVE BEEN ACCURATELY ADOPTED AND AMENDED BY CMC NEW DRIVE WAY AND z m COMPLETED, SUBMITTED TO AND APPROVED BY THE 24 10 Z WALK WAY 470SF J 17 (N) 6'-0" MAX. HIGH REDWOOD FENCE AND/OR GATE ENVIRONMENTAL PROGRAMS DIVISION 2. PORTABLE WATER SUPPLIES SHALL BE PROTECTED COVERED AT FRONT CD � 18 (E) 6'-0" MAX. HIGH REDWOOD FENCE ALONG PROPERTY FROM CONTAMINATION CAUSED BY FIRE PROTECTION YARD (33%) < 40% £ oZ O LINE. 2. IF FIRE SUPPRESSION SYSTEM OR WATER LINE FLUSHING WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE _ _ o FRONT YARD (1,421SF) z 19 30" ROOF OVER HANG. TOTAL PROJECTION AREA IS 689SF WILL BE CONDUCTED AS PART OF THE SCOPE OF APPLICANT AND ANY CONTRACTORS AND / \\ O m 20 LANDING WITH MAX. 6" FROM NATURAL GRADE. LANDING PERMITTED WORK. THE PROPERTY OWNER AND/OR SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR NO. Revision Date A \ N WITH 18" HIGH FROM GRADE SHALL HAVE 10'-0" MIN. CONTRACTOR MUST COMPLETE AND SUBMIT THE PLANNED SUPPLYING THE SITE OF SUCH PROJECT, AND TO 2D" `ram' (E) SIDEWALK SET BACK WATER DISCHARGE FORM WHICH CAN BE DOWNLOADED AT Drawn By: Date: COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. MODESTO ASH Xx ALK o WWW.CUPERTINO.ORG/GREENDEV (HELPFUL LINKS). THE SUCH REQUIREMENTS SHALL BE INCORPORATED INTO FLH 7.19.2022 TREE - SEE - . - irk J 21 (N) STREET TREE TO BE INSTALLED BY THE CITY. UPON � cv � FORM SHOULD BE SUBMITTED TO THE ENVIRONMENTAL 29 \ \ PROJECT COMPLETION, THE PROPERTY OWNER SHALL PREPARE THE DESIGN OF ANY WATER-BASED FIRE PROTECTION / (E) LANDSCApE / 2o',0„ 2 £ AN ADEQUATE PLANTING AREA AND CONTACT THE CITY AT PROGRAMS DIVISION SEVERAL BUSINESS DAYS IN ADVANCE SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY M1N. OZ (408SEE L1777-3269 TO ARRANGE FOR THE TREE INSTALLATION OF THE SCHEDULED DISCHARGE. SYSTEMS OR STORAGE CONTAINERS THAT MAY BE File: 21 I £ W 3. THE USE OF COPPER METAL ROOFING, COPPER GRANULE PHYSICALLY CONNECTED IN ANY MANNER TO AN 1 cry 22 (N) FRONT YARD TREE - SEE LANDSCAPE PLAN L1, MIN. CONTAINING ASPHALT SHINGLES, COPPER GUTTERS AND APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF 2202 RE BOX OR LARGER, WITH A MIN. HEIGHT s'-o'. THE PORTABLE WATER SUPPLY OF THE PURVEYOR OF \ 1 23 REMOVE (E) TREE DOWNSPOUTS, AND/OR OTHER EXTERIOR ORNAMENTAL _ _ E COPPER IS STRONGLY DISCOURAGED FOR ALL RESIDENTIAL RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER Issue: 21 4 1 24 (E) TREE TO REMAIN AND PROTECTED PER CITY OF BUILDING PROJECTS. THE AFOREMENTIONED COPPER CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE CUPERTINO STANDARD DURING CONSTRUCTION. SEE APPLICATIONS ARE NOT PERMITTED FOR USE ON ANY UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE LANDSCAPE PLAN. COMMERCIAL OR INDUSTRIAL BUILDINGS DUE TO THE 5 POTENTIAL FOR WATER POLLUTION FROM COPPER EXPOSED p[��o �[� c�4 �]Qp WATER PURVEYOR OF RECORD ARE DOCUMENTED BY 25 CONDENSER AC UNIT #1 WITH 68 dBA, COVER WITH a �a THAT PURVEYOR AS HAVING BEEN MET BY THE STORMWATER RUNOFF. Date: SOUND BLANKET TO REDUCE TO 65 dBA. INSTALL UNIT APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH MIN. 15FT FROM PROPERTY LINE. SEE SR-WORKSHEET - a Ii ii. =,aaA.• Pn; q 19161 TI L S 0 N SEE SPECS ON PAGE AO.4 w AND SAFETY CODE 1314.7 7/19/2022 �� ,s `d :1 26 CONDENSER AC UNIT #2 WITH 68 dBA, COVER WITH D��D �� o ��44Q� s "°` ! I 3. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION AVENUE SOUND BLANKET TO REDUCE TO 65 dBA. INSTALL UNIT ° � SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF Sheet Title: MIN. 15FT FROM PROPERTY LINE. SEE SR-WORKSHEET - SEE SPECS ON PAGE AO.4 o THE CFC CHAPTER 14 AND OUR STANDARD DETAIL AND 1. FIRE SPRINKLER SYSTEM TO BE REVIEW AND APPROVE �•, A° °' "■ R SPECIFICATION SI-7. PROVIDE APPROPRIATE NOTATIONS 27 WALK WAY - SEE LANDSCAPE PLAN L3 UNDER A SEPARATE PERMIT. a ' �" &lop .,.n 28 2'-o"x2o'-o" PUE Brn:n CuRervio ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TITLE SHEET SITE PLAN AND 2. PERMIT FOR 3.39kWdc PV SYSTEM DESIGN AND INSTALL j TO THE PROJECT. CFC CHP. 33 SITE PLAN q 29 THE CITY ARBORIST HAS REQUIRED THE REMOVAL OF THE BY OTHERS. PV SYSTEM IS REQ. FOR FINAL INSPECTION ©' = r+ 4. ADDRESS IDENTIFICATION: (N) AND (E) BUILDINGS II_ II EXISTING STREET TREE IN THE PARK STRIP. A 2-WEEK •�. + � HORIZONTAL CONTROL PLAN 1/8 -1 -o NOTICING PERIOD AND ENCROACHMENT PERMIT ARE FOR THIS PERMIT. „„„ q s. � cp SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING REQUIRED PRIOR To ITs REMovAL. � NUMBERS OR APPROVED BUILDING IDENTIFICATION 3. AN ENCROACHMENT PERMIT TO BE OBTAINED FOR ALL T11M"*"P;... PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND ''�•.•.,Mx• Stmone Cmek Bfvf Selena Qe,k AIW 1 WORK TO DONE BEYOND PROPERTY LINE. Q o ; � VISIBLE FROM THE STREET OR ROAD FRONTING THE Sheet No.: NOTE: " �� PROPERTY. THESE NUMBERS SHALL CONTRAST W/ THEIR THE HORIZONTAL CONTROL PLAN IS PREPARED BASED ON THE 4. ROOF TRUSSES; TO BE APPROVED BY ENGINEER OF BACKGROUND. WHERE REQUIRED BY THE FIRE CODE BOUNDARY SURVEY PREPARED BY THE PROJECT'S LICENSED RECORD AND SUBMITTED TO THE BUILDING DIVISION FOR C�pnilnoHlgM1S�hooly d�� R OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN REVIEW AND APPROVAL PRIOR TO INSTALLATION. SURVEYOR. ' � ADDITIONAL APPROVED LOCATIONS TO FACILITATE g EMERGENCY RESPONSE. ADDRESS NUMBER SHALL BE r Cupertla'q��0,4 Q " 1@)�C,.,?;..'6.,. R \ ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBER eek�lee e•k- RANCHO SHALL BE MIN. OF 4 INCHES HIGH W/ A MIN. STROKE a• e n RINCONADA II ml.'W _ WIDTH OF 0.5 INCH. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED �' ; ° $ 5 ° '•i° a vane Ti°`°Q°• i';�I MITre FROM THE PUBLIC WAY. A MONUMENT, POLE OR OTHER ��a d SIGN OF MEANS SHALL BE USED TO IDENTIFY THE HyinMi e"s°Fgolp e ,"„" R�� ' � III STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC SEC. 505.1 &11M1 'kmy,i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLOOR AREA CALCULATION Community Development Department 1 . . . . . . .� Planning Division - Cupertino 9.42 PORCH FEET FEET SF SEE PAGE L1 PLANTING ,',',.,-L) PLAN FOR ALL PRIVACY . . CUPERTINo o TREES . . . . . . . o APPROVED _ _ o . . . . . . . . • • . • . . . . . . . Case# R-2022-0 - - N Al 2.00 X 2.00 = 4.00 ...... ..... ..... ...'.. ..... ... A '� 33.46 -'� �`• 20.17 '' A2 10.00 X 6.58 = 65.80 - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ .N S .T tJ . D i. .0. TOTAL = 69.80 i \ i \ i i \ \ \ \ \ \ Approval Body: Director/St \ \ \ \ \ \ T \ \ �: \ . .© ........0 09/15/22 `\ 13.75 16.33 7.00 PATIO \ \ / ,{ / I Approval ate1I o o \ o o \ \ o o /"i o /f o ' R Signature Brianne Harkoush ,' �\ A3 4.00 X 19.87 = 79.48 I I \ I \ I \I I // / I / ' . . . . . . . . . . . . . . .0 Case Mana r LO / / / \ d 2 0 � E6 o E7 A4 33.46 X 17.17 = 574.51 - - - - - - ' \ - - \ - - / - - / - j \ P:40%492.5Q20. F, . . ... . ... . . . . ....:.:.:: . .. . \ \ \ / TOTAL = 653.99 \ \ \ / / / \ o i / 5M GARGAE \ \ / / / \ i Project: / / \ Tilson Sterling Homes LLC � B1 21.08 X 20.71 = 436.57 �� \ \ \ / / CHIMNEY 1,4.00/F7.62 i 42.00 \ / / / \ New ustom 1 . , ',, \ \ // Y I /° I 19161 Tilson Ave. mes 1 / ; 11 CO 1.42 X 7.17 = 10.18 \ \\ \30° 30°/ \ 50° 30° / I' // Cupertino, CA 95014 1 i / I \ 1ST FLR. LIV , / 11 C6 , C1 8.00 X 2.00 - 16.00 °O III I Applicant/Owner: I / Tilson Sterling Homes LLC � C2 14.92 X 19.46 = 290.34 II / ' tj=:z::z ' ` C3 20.92 X 18.12 = 379.07 \ /� II / Attn: Mr. Siva Singaram VIEW TO CUPERTINO / 130./ I 19161 Tilson Ave HIGH FOOT BALL FIELD. C4 11.62 X 8.29 = 96.33 NOT FROTECTIONEQUIRE ITREE \ J p VACY 11.62 Cupertino, CA 95014 Tel. (732) 666-5063 ` C5 7.62 X 19.87 = 151.41 Sangeetha2siva@Gmail.com � E4 C6 42.00 X 25.37 = 1065.54 00 II g -7 1.42 9.00`� iz 36.62 ` - TI \ C7 20.17 X 17.17 - 346.32 0 C , Will Architect: `\ C8 9.42 X 2.00 = 18.84 0 WINDOW '-0" \ 14.92 � \ � 20.92 ,� \ `\ 21.08 �' / \\ `\ 12.92 ,' \\` 13.08 l� \ O I ABOVE SILL > 5-0 ' STUDIO 61 ARCHITECTS, Inc. TOTAL 2363.85 70 SECOND \ pp I FLOOR FINISH 12480 Saratoga Ave. \ / \ /, o D I FLOOR E3 DECK z �� / Saratoga, CA 95070 F- 0 � F'l T: (408) 892.5020 0 C2 0 N D1 5.00 X 18.96 = 94.80 T1 1 o I S6IARCHITECT@GMAIL.COM i i 7.50 D2 13.75 X 14.08 = 193.60 I 0° ' - Q = \ O �i� M TOTAL - 288.40 ; l� I n Ep aRc \ / \ 2 N D LIV. 1 r �� v �p,NK L. /TF100 '� 8.00 i A2 E1 7.50 X 1.33 = 9.98 -� I �` TH 0o Cl \ '' `. co t SILL L > 5WI0 NO C29889 N E2 13.08 X 13.37 = 174.88 1 ABOVE o Al E3 12.92 X 11.04 = 142.64 FLOOR FINISH I SECOND REN. 2/28/23 FIRST FLOOR SECOND FLOOR E4 9.00 X 8.75 = 78.75 ' FLOOR ' �.9�F OF `\�o�� \ , , CA FLOOR AREA DIAGRAMS E5 36.62 X 27.71 = 1014.74 E6 16.33 X 15.58 = 254.42 \ , B 1/8"=1'-0" E7 7.00 X 14.08 = 98.56 ' �,x I STRUCTURE ENGINEER: TOTAL 1773.96 2'-6" 1 . . . . . TYP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , - . . . . . . \ - - `° I �-� . 1.. . N ~ - - - - - - - - - \, \ I - - - �P 1. I o I I ti� a N \Q I \Q . . .. \ I - 1 , N .... . . . . . :I: ROOF PLAN KEY NOTES - - - - _ 1 . . . 1. . _ a I . . . .:.:.: :.:.:.: :.: : :1: \ l I w I . . . �A ROOF TILE SEE PAGE A3.1 - CLASS 'A' MIN. o l I 0Cf) I � - - � - � I I I I. . I I A S� o SLOPE � I l 3:12 3:12 JP � 1. . . l I I ROOF GEN NOTES a. PV SYSTEM WILL BE INSTALLED AS A PRIVACY SCREENING PLAN NO. Revision Date RIDGE i �: : : DEFERRED SUBMITTAL. PV SYSTEM IS REQUIRED A � N FOR FINAL INSPECTION FOR THIS PERMIT 1"=10'-0" Drawn By: Date: o 1 FLH 7.19.2022 l: N9<< w I SLOPE . .1. . . SLOPE I 3:12 . . 1. . PRIVACY NOTES: File: 3:12 r Pam\. 3:12 I 2202 � l I~ RIDGE I 1. . . . 1. SEE LANDSCAPE PLAN FOR TYPE AND SIZE OF THE SLOPE I �. . PRIVACY TREE. Issue: - - - - - - - -- - - - - 3:12 ti�A L I I ... ........ . . w I �. . . ti�� j \Q _J I 1. . . Date: I o I . . . . . 1. y 1 7/19/2022 S . �F� . . . . .. I � 3:12 RIDGE JP I 1. .. w I \Q y� Sheet Title: J- \Q - \e - PRIVACY SCREENING PLAN 3:12 3:12 l ---- --- r 1 FLOOR AREA DIAGRAMS A 1. . . . . . . . . . . . . \Q N y�� I. . . N-� - ..... . . . . . . . . . . r.�. .. . . . . . . . -�. N7 I . . r7. . . . . . . . . . . . . . . Sheet No.: 0 ❑ A ROOF PLAN 1/8II_1 1-011 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 Community Development ment Department P Q Planning Division — Cupertino • . . CuFLRTINO APPROVED O ► Y / \ // _ _ / / _ —z—X _ N T U*.'D i.'.O.',. / \ / . . . . . . . . . . . . .Case # R-2022-032, —X_X —x—z Approval Body: Director/ Staff 4b\ : : �A rova l ate 09/15/22 �•`s. f �. r / \ / REMOVE (E) PRIVET I i a.r. r.Y,'�.1 f PP I l�r ;viv,,.��r;�st' w ► / TREE r. a � k;�Y b 7"4•w',4,,J n� w,� W x'��F / / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Signature Brianne Harkousha 'I': t, 5 gi2S»lr ¢a �' h � Lii i.n�`,Sryr•' '`�r?•s�F:�� 9:iCi4. s Case age :�•:: :. 'V t r. co a e Manager 1i.f :, , r r+ i : v'Yr•'G• If'� � i�::,' �fli r i'•afi�:.�: [! R•; .>!• � p' rl�.! 1 {xu V � ,�s,: a� �3 N:.Th i : ��.• i�li��i,• �. {wiY"�1� •fie, rfi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'y,,,•� +�i?7 '7"1:. !7�• - ''h�J�j' "�9'nt UU:'�' b�' ;ri+O ••F::.�is•: ¢, ' ti.' 1 qq� y I ..408.892.5020.,F. 41J8:87�:692 . . . . .......�- •�'4'•s� r� '�.� "sk„� §�rTi•� "kI r�°+w': w ie�-•,'�i•E.:k•,r,vfr,°��r e�{x } � 1•>F v��°�''i`i; �E�i'��e�1q S7•y. s, 'S�;;;`�� _'� '� 4 I � e�iF ti, }r��9• +••[t� G .R r. , N ; 1 „�� , L� s r•' �w Ik ''F. YyF.r•'S`--i•r' 4sfi�i�i[ Irlini. i. , 4'k [?I!,,a t " w. s �. NrR *W: :'.'e I � ;' r r. '!ink tr-rs !��i i ► REMOVE (E) _f`,�3?'. ': A,. ::i'-"� tC, kl^�-��•h�' _ o-;fd• "v'TCfF S. i gs'rfiu;:7 -r"�'i '�'3'iva S.;,.�-�.��'' � �•,f..r ��. �._' �'�� ';, qu• „�; '.� y ► 130SF STORAGE +'� 7' n'�i-kA,.l:w- .0 .ems �'s 7V'"�'S;r _"u':• -�.`�, ' � �".7. '�i' a' :=t G r•-;,fit:' IN REAR YARD Y �.n 4�7 {f'�e�•..i1.5.,�.��. �•.r, ��'.I'r• 1'� � T / T / 7/ �t I / / / / I II Project: / / / �'�-, ; ► REMOVE (E) i ' ' ► 364SF STORAGE / / Tilson Sterling Homes LLC 4 Y�„ IN REAR YARD I / \ J New Custom Homes X 41,ILOMSM 19161 Tilson Ave. ` /o Cupertino, CA 95014 wrRF / 1 r 1 /• . r � � /1 I Applicant/Owner: .. _ ► / V ° Ilo, / I I Tilson Sterling Homes LLC TYPICALTM�ECTTQ1 i / Attn: Mr. Siva Sin TYI'ZCAL 8Ai1K P[iUi'ECnN liar rasCE 00 / cram g D i / NOT fiQ 6CAL2 II / // I 19161 Tilson Ave / V \ / I- Priorta pny oonstruvion operations santrWor shell omistmIct&Amalntain,1oreacalt proulotw treeas.a conatrijodan site,aproteotive&dciiW ►► (E) TREE TO REMAIN �° � � / / � / / J I' CU ertino, CA 95014 wllvAl onairales the outer tit►►its of the critical riot xona(CR.Z)of the tm era ptwtea it f'mn oratriwtka i0ivay. Thra ORZ is tloWatvd 1,25 feat AND PROTECT DURING REMOVE ALL (E) / ,—'L �—/� J— L J I p 1 CONC. PAVER IN ►� D Tel. (732) 666-5063 timos thw diameter of the thank ineasured in incbas 4.5 het above the nalural w CONSTRUCTION SEE / DETAIL REAR YARD. L Sangeetha2siva@Gmail.com I All protwtfve�ncing ahall be in place prior to cormnanoetnent�ofmny site work aud mnaia dopl&o atit 91 pxwriur ons[ruWtii3ri atrtfrr'sty attlle 1►s 1 ( r>b ° , � � � site has boisn coinplowd, _ V• 1.I't'ttteativrr fencing,4bai1 be At least slat(45) l►igtt,clearly visiwe,and shall.have a.'tree pmtentirm aigt affixed to die fem query twant}'t2O) fact it►such a maniacs•to be clearly visible and logible to workers on the site st a distance d mQMty-five(25)feat.The sign(8)stwdl t+ead`"free 1 / '—^� I Architect: Prndoctfo Zmo Kecp nub", ► � ° o ', v V°��?� �� •° ° I I STUDIO 61 ARCHITECTS, Inc. 4,The o shall vauaa the reQuired fonoiltg and signae to be instailed and mointain+�d f4Dr 11m tlw4on of the ranstwetiaii. ► \ I i no• 5.In aitua:tions w'lser+e a protccte,4 tree remains 14n dir immodiste atea of lamialad construction and the tree may be in danger of being damagvdby / !; D ° 11 \ � � 12480 Saratoga Ave. eanstmictlon aquipmont rat other activity,file eontr"r or subeoiitsa=shall protest tlhe tree with Z"x4"Ivrnber sncis,cled with wire or ntlter ► :o' V 4 // I m ang that do not dwnage the tree,The dntem is toprotect dw trua ofte tree.ePInst itcoidor:tRI contact by lairs aonni'.m ion equipaaaist. ► 12" /P ° I x Saratoga, CA 95070 £,i+lmatetial Stlsragwt No stbra a at pisontt�ont of matodals Intended for use In corv& Qtion tar wa3te ma ted dn terials awwoulav tea axwvs#icn❑r Q / / 1 ' T. (408) 892.5020 detnolitionshailbeglacrr within#1rchualts-oft17ectiticalwotzoneofanyptotectedtme 1 AK ° �' p 1' D II S61ARCHITECT@GMAIL.COM 7.Equipment cleaningr'LIquid Disposal:No equipment sNAl be cleaned or other liquirl:s,inoludiriff, witlteut Milli atiun,laeint,oil,aQl1^e13#s,wplialt, ► P15� ooI mortar or obi dlar materials deposited or allowed to how f tsto the cAtical.toot zone ct a protected tree, &Tree Attaclunenta:Na or other attachniouts,other tlturt thow of'a pMeutivo ua%w,shall be attached to aa►y protvutvd trcu, (E) 1 29 b / / 9.VehicAu Trafilc:No vehicular'and/or-canstruUton�squipriant tmfflo orptrking shrtll take place within the critical mat a of any prvtcated PROTECTED / / \ / / / T T L . •r� �, I' ea I I I SED ARCh tM c»Clter thaal on existiliq street pavemelit, TREE E�M / / / .[ F,� �T 10.74o 1wvy agaiplut:nni,inclu ding but not limited to trucks,tractors,ttailms,hulldowrs,excavators,.skid steer`vaII i�,6'stichers,comprt�sr os, 1 �/ \ / CIA and hoirts,shalltre allowed inside the dfly,Iline of'any ptetocted tae tan any i�mw m sitA j 1 /// \ / / (E) TREE TO REMAIN 1 I.4rado Changer.No grade changes shall Wallowed within ilia limns of tha.w3tical tool Mot"of any protea04 tres airless ade quaw proccodva ► / / 7 � �/� � \ � 1 t i N0. C29889 �k /� \ e struotlori tnedwds arc approved In advanoe in sv:'iting by the(city. AND PROTECT DURING / / / / � / / f —�— Ix REN. 2/28/23 12,Impale€our P� ug:No leaving with asphalt,ccaor or other Impervious materiaki sball bo places W411141 the lintits orthe Qil mal rent z of CONSTRUCTION — SEE 1 /'/ \ a parted twe,'antesa expressly talked by the public wmks Dept DETAIL 1 ► /// 13.R.W Prvnfiyg:All roots two inches or larger in diameter whioli aro cxpoecd as a r�ratlt arf trepcleing ar�®s`axcavntio7i shJ]iecut vffsclu _ ► /i REMOVE (E) 1,284SF / / r 1 I x F or. CA��F with a ahatp=ddutn tooth saw and domed with tia•tuml tlber burlap with:&Iwo hoursl ofhildal axpmra. (51 4" HOUSE AND 200SF \ / / 4 r D/ 14,A•llpublio xidt"lks ehull rernain open,tl'ee and clear fbrtsubho these,un€ass alou've is pKinitted by the Pgblic wor'k.s Iiepartatent, 1 E( / / GARAGE. THIS HOUSE \ / / 1 ► M // IS NOT A HISTORICAL / /� RH PRTIN STAINDUBS / STRUCTURE \ / / / • 1./ r / RFEVISFED 6113 REMOVE (E) �J / I STRUCTURE ENGINEER: / r7,7[� y �+ {(�}�!�yr�, 7 ► ELECT. METER CITY �JS L+11 L LS. t J 1'!Q B APPR0'Y EJ J i: r * �� IDATiCb�� -^4 STAND DETAILS pity Bier 1 ��• /'/ /// / \ / � 5 ,� -�1 / / \ / REMOVE (E) ► / /� ,D ` `° ° / J° l TREE ► �/ // / ° 1� TREE PROTECTION STANDARDS DETAIL / / / '�o ; ` 1 �� NI N.T.S. REMOVE (E) 1 ° GAS METER ► 1� — _= i to REMOVE (E) ► t �3� 4 TREE s PRIVET \ D ° NOTE: 1 1 \\ 1. EXISTING STRUCTURE TO BE REMOVE 1 ► MAIN WATER, ELECTRICAL AND GAS SHALL BE SHUT OFF. s REMOVE ALL (E) CONC. PAVER IN 1 I• v 2. REMOVE (E) DRIVEWAY PAVER UP TO PROPERTY LINE, DRIVE WAY (E) TREE TO REMAIN FRONT YARD. / /•� ° I o ° CURBCUT AND SIDE WALK OUT SIDE OF PROPERTY LINE SHALL AND PROTECT DURING ►► ° l'D ° 4 V t REMAIN IN PLACE CONSTRUCTION — SEE DETAIL REMOVE (E) / o.° 1 ss 8n FENCE IN FRONT YARD. D NO. Revision Date -- _ — _ / /• o e .I ° ° I Drawn By: Date. FLH 7.19.2022 J ° I of M File: 2202 'I I Issue: Date: 7/19/2022 Sheet Title: DEMOLITION PLAN Sheet No.: A DEMOLITION PLAN 1/8"=1'-0" L%(D ❑ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Community Development Department oo�Planning Division - Cupertino ELECTRICAL DATA - to CUPERTINO APPROVED o Case# R-2022-032, 41aItSlae- MIN naiN MAX 111�t MAX 21 ' } .:.'.'.R RERV0LT8 �1PR FAAi SIRE 1+�1RE LWla1TFl Lfd!Is4iTFl F1f1$Il �r ■ r volwa v�vlt Inca suit Sint 11t.{m}* ft.(ry)# OKT�BAK � N A merles M_1 MAX LRA RLA FLA eta■a �O flf�t'i' �� Ah9f� a ■ ; S'.T U*.'D L'.0.'> . . . . . . . . . . . .� 24-31 5&3 11.1 1.0 15.7 14 14 ao(Iaa) 48(14.8) �,a3 Approval Body: Director/Staff -�, - � "a 107 0 16.3 9.0 lti.i ili 12 ;ia o) as(17,1) F 'p 09/15/22 a�- , 10�o 21.a 2.7 29.a 10i 10 as 00.7) as(10-8) i0 . . . . . . . .'.'© .'. . . .ca Approvallate 60-31 152.0 28.0 9.7 38.7 B a eO(24A) sa(23.Q) in . . . .'.'................ . . . . . . . . . . . . . . . . . . . . . rm e m the V0 rangeatw c t o 14511.WIR operinsa s at y Signature Brianne Harkousha t If +ire la atppllegd.at atmt4rtt greater than 30 0,>3ansult table 310-13 of the NEC�NFPA 70). The arnpeft a1 non-maldila-ahawhad aW*(MIA,trade o Case Manager name RWF-X,shall be that of$VC con.dltlons,per the NECK JNFPA 70)Artida 3N-ft If other than uncastted(no-planed),EO or 7,51C Invuladion,ooWer Product �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .mod wire(aoIld wlro ier 10 AW43 of smaller,etranded wlre for latripr than 10 AM used.consult a0i tal3w cfft NEC NFIRA70). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . # Lsnpth shown la se maaeured one way along wire path betsas�n unit and sar0oa panel for volt 3 droop notia owead F%. P:408;892.5020.'F,-408:871:6923-, :,: ; C4 TRA - FiA fiord Ampa INDUSTRY LEADING MRA -LoolieMInimd 01r Amps - FEATURES J BENEFITS MCA-hilnimUm ClrvnhAmps --�--�� Project: Ill -Reed L.catd Amps Effi lend° NOTE:Control olrcult Is 24-V on.all unglue end repulree rnsl power source. Copper wire must be used from 3ervlca Swannect to unh, r All m=r8ie0mp*aaaracontaln Internal overload pro"lon. -- ._ ;•r ■ 14.3-2l SEER/11,7_1S ggR Tilson Sterling Homes LLC CampIInwth 2010 regiAramern of AaKRAE Standards 90.1 ■ hiicrctttbe Tedtnol4gy" refrger�,�n a,-��m New Custom Homes A-WEIGHTED SOUND POWER (dBA) �111111111�111111111111111------- - 4 Indoorairqu�iy A�ssod-asvdablt 19161 Tilson Ave. 11]llllll 1111111111111111111111111 Sound Cupertino, CA 95014 UaltSlza_ t;rkatndatrsl Ratlng C.3 d eta ;4�,, � � 1ll1�11111�111111111I�111i111111111 lug" Sound level as low as 63 p Volt,Rarlfs {d®Ay 18a mil, i0l9la � 111111111111111 �l�iti»��1 111)11I111 Quiet mutant lit Tt tmt tensor rotamts a, _I1I ht �. $7 � ,� I1II1l11I11111111111111111V O .a l } } }i} ■ Electronic 1;CM bsll bmAng outdoor condetnor£art 93-81 Es-HI h$ e 47.3 33.�4 60.0 60.0 36.10 32.0 319 111111111111111 1111 motw se-Low atar 43.5 34.3 W.0 3e.£r �•� 3d3.D 411'� 11111]}1111R1}]llllllll ! 111111111111111111111N�; . Forward-swept ft £an blade Applicant/Owner: swe 3t $1 4 111111111}111111111 1111I11111111111111111111)111111111 Cfampredlraorauundhood Tilson Sterling Homes LLC -LOW� 3 2 .6 0. 31.3 341 }1111I1111111111IIIl �-HI h stage 3�.5 3T.3 SU.�r 83.I: 39.E 37.e E4l.E ■ Latr�insied>lteel�mpre�r 2rtottntirtg plate -31 W-Lowa 4H.o B&C 3li.If 6£.If $'i$ 338 ae?�3 ,1111111111111111i1111}]}1}ill I1II1I11111I1)1I111 rr +rt Attn: Mr. Siva Singaram Pf01E:Te#teC In asriardenoavrth AHRI.9Randard 270-03.[Not IlWd wish AHRI). 111I1II11I11IIIIlIlI111II11111 ■ 5ya m aupportb Inflnitx" raltrel�r rtandard 2-eta a: llllllll}I11111111111111f1y111! - 11I1l111I1lIIIIlI111I1I1I1U� tltertn�isi�ir�tE 19161 Tilson Ave >1�l�liak�ililly CHARGING EB " LI Fir �V-TAPE EXPANSION iSID1 DEVICES ■ Purons raft (grant Cupertino, CA 95014 -envimnineatally sound,'won't Tel. (732) 666-5063 UNIT SEZE-VOLTAOE,t~ERIES REMIND Sl M00111HO V 1-0i deplete the ozone layer and lows lifedmeaaryke scat. Sangeetha2siva@Gmail.com E4-31 10(3.6) s Front-seating service valves 88-81 11 8.1 + 2-Age =oil 00"'pressor 48-81 12(6.7) INFINITYCER S 00-31 1 .8 Internal pr tare relief valve Interned thermal overuload Architect: ■ Low preame awefch ACCESSORY CONTROLS Carrlex'i Air Condidonera with Puran'l Taffiscrant pride to ■ High presatareawAch STUDIO 61 ARCHITECTS, Inc. collection of featuros unmatched by any other family of ■ Filter drIv 12480 Saratoga Ave. PART NUMBER DESCRIPTION equipment, The 24ANB1 hats been dialgned utilizing drier'# a Crankme heater Itandard SYGTxf70rrNOi InflnityT4uchControl[non-Wl-Fl} puron reft4maL rho environmentally sound re ratit all�u� Saratoga, CA 95070 SY8Tx00rrWM Inflnity Tauoh Control with WI-FI A WlralassAasraats Point you to make as mponafmle decision in the protection of the-earth's ■ B&lanced re4lieration iystem fe+r mod mum aaliability T: (408) 892.5020 SYGUCC=(fa Inflnity 4-Zone Damper Control Moduli{W,adl-trzunted oontrol for at fmr-zcns system,.) ozone Ivor. Controls and Diagnost1es S61 ARCHITECT@G MAI L.COM SYSTxi'JCamea, Inflnity]mart 7errsor(Optlanal well eomtnal used to mnnitw. tsrnptxiaturt andlcrfin ocrtirol in an irt5vidual zma.) This product has been dcstgnol and manufactured to mast s hdinity- 00nftsl or 2-itw tha r milt SysTMCCFtRS011 Inflnity Remote Room Sensor(MDnl ton tamparattute in an individual zone.) Energy. Start criteria for aner&y afficiency whan matched with . Two wntmi wire,to outdo"unit sith Infinity Control SYS'rx001F60T41 or apprcpriato oo l wmponemts. Refer to the combination rating in (aerial numbers 1213E and newer) SGrAWRwrr� Inflniky System Remnht Aa seta fvlr,dule{Hardvvara rr�r�viralass assassa srd ocnirol v�frttem�t,} the Produot Data 1br syvtom combbiations that.meat Energy SU& s ut(Ht�inwfxce Corms don SYGrAMNIM.01 Inflnity Network Interface Module(Connaots Heart Reonvery and Enarpiy Rsoovery Verrs"a on rtw-zoning a wlic s.) guideiin ■ Enhanced diapostiaa,capability with Infinity Control �c�ED ARCy1 NOTE: Ratings contained In this doormat are abject to Durability p,NK L. TF�, change .at any time, Alwutia rder to the AHRI dhvdory Wnthar� I1r to" protso&n package: (www,%hrk1ltvdtoi7sorg) for the most tap-to-date ratings ■ Solid,Durable chat metal comiructicn Information. + Steel louver coil guard NO. C29889 ■ powder paint REN. 2/28/23 Applications s Q ■ Long-line-up to 250 feet(76,2 m)total equivalent length,tap to 200 feet(%96 m.)condenser.above OF, C A� zvaporator,or up to 80 ft,(243S m)evWorair�Yo condenser(Sw Longline Guide for more infortrta{tio&) ■ Low.smbleat(down to 0°F)with complete Inf ohy Aymara. STRUCTURE ENGINEER: s Armor Outdoor Wall Sconce! , By Novus Decor Details: 2"Product ID: AR2000 �.57^ ' Pinish: Matte [Slack � Material: Aluminum Warranty: S Year Ratings: IJL, CCC, CE, IP65(Water Resistance) Dimmable: Product Selection(Changeyable with Remote) " Product Origin: China [dimensions: 11.8 Inch Option:Width 2", Height I1.8"r 0epth 1.57' 0 23.6 Inch Option: Width 2", Height 2:3.6", Depth 1.57" 31.5 Inch Option: Width 2", Height 31.5"' Depth 1.57' 39.4 Inch Option: Width 2", Height 39.4", Depth 1.57' , 59.0 Inch Option: Width 2", Height 59.0. Depth 1.57" r NO. Revision Date s_11 78.7 Inch Option: Width 2", Height 78.7'�, Depth 1.57" Drawn By: Date: 94.5 Inch Option: Width 2", Height 94.5"k Depth 1.57'. FLH 7.19.2022 a• Lighting: 0 File: 2" - 11.8 Inch Option: 9 Watt 120 Volt Integrated LED: 2202 Color Temp: Warm White 3000K/Cool White 6000K 2 914.5" ' 23.6 Inch Option: 19 Watt 120 Volt: Integrated LED., Issue: Color Temp:Warm 'White 3000,K/Coal White 6000K 78.7" - 31.5 Inch Option: 24 Watt 120 Volt: Integrated LED: Color Ternp: Warm White 300OK/Cooll White 6000K Date: �� • 39.4 Inch Option, 30'Watt 120 Volt: Integrate!LED: 7/19/2022 Color Temp. Warm White 30001E/Coen White 6000K 4 47.2 Inch Option: 38 Watt 120 Volt:Integrated LED,: ; Sheet Title: 2" 3��4 59.0 Inch Option: 45 'Watt 120 Volt: IntegratedLED: SPECIFICATIONS 3�•�N � f�cslrl��a�w3,cti•�el�r�1�►u..iti�e �C]C]109��'n1•n -+�wr �.+-.+ter.-r. �.•.r..a,a-,v vnr�rw�r,e•vo 236 - 67.0 Inch Option: 55 Watt 120 Volt: Integrated LED: Product Above Color Temp:Warm White 300OX/Cnetl White 6000K 11.8 Inch Option: Width 2", Height 11.8", Depth 1.57" 78.7 Inch Option: 60 Watt 120 Volt: Integrated LEI]: Color Temp:Warm White 300OK/Coed White 6000K NOTES- Sheet No.: 94.5 Inch Option: 90'll Ott 120 Volt: Integrated LED. t-, , � ' `", �►-,� ,,,� '',� ►-, Color Temp: Warm White 3000X/Cool White 6000K o Qua ' f .■ f I Product Link: https--IM-rw.nevus-deecr.c:om/collections/ wall-lightslproduc%/armor-bl ack-out dooI,-wall-sconce . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . .o CO m Cllt D IO me e men 3'-3 1/2" 2'-0" 31'-5 1/2" 20'-2" it SLAP Y NOTE: Planning ivision - uNertino 9'-5>> CUPERTINO APPROVED . . Case# �R-2 _ AND STEP W/ MAX. 74" RISE AND 10" FIX. 4050 FIX. 4050 :•:• . .� ' GAUGE CONT. GALV. N A HERE CONC. MEET WOOD. A3.2 0 S. .T t! . D .i. .0.. . . . . . . . . . . . . . . . . � N Approval ody:(birectbTV: I&FFGARAGE SHALL NOT HIGHER THAN 6" : : : : : : : : : : :o : : : : :ca 0 Approval ate )09/1P,�yIDF MIN. 20' Q FAR FROM FINISH WALL TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .(n v �.I Signature Brian ne ALL INSIDE OF GARAGE. NO OBSTRUCTIONS .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. LK .h. _..._ WITHIN - 20' BY 20' GARAGE, v``'i 000 cMEASU�ED 6" TO 6' FROM THE FINISHED FLOOR. C)N N P.408.892.5020."F.�408:871:6923", .•... ; , •T- ® LANDING IN SIDE YARD SHALL NOT HIGHER THAN 18" FROM FINISH GRADE. Project: BEDRM. ;' Tilson Sterling Homes LLC 5 N New Custom Homes I F 19161 Tilson Ave. `° 00 Cupertino, CA 95014 PATIO 00 Li o a(0 U N Applicant/Owner: 4� Tilson Sterling Homes LLC o !,'/R Attn: Mr. Siva Singaram o ASTH 19161 Tilson Ave 0 Cupertino, CA 95014 20080 (D Tel. (732) 666-5063 Sangeetha2siva@Gmail.com I N( Architect: U M I — — — — - STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. I I (n Saratoga, CA 95070 I ----- I� T: (408) 892.5020 24x3l I S61ARCHITECT@GMAIL.COM 1 --- I I DIN. I I a U)Lo I I o to r- USED ARcyl I FAM. I I G� T 1 K L. �� I I 1 i 240 I w o I ;' N0. C29889 C 1 I _________ a o 1 I KIT. I " REN. 2/28/23 V.2 I I I 1 L — — — — — — — J �F �F CA��F�� L ------- 1 O 3080 2880 STRUCTURE ENGINEER: Az FIRT WH g FLOOR A3.2 2,362sf MUDRM. PAN. �M 1 4 N 0 WINE �N .0 CELLAR 2880 00 '� PWDR. �2 CL. 3,-0„ CL. 2880 2868 D� of O N D F7 mZ L4 00 II II I I II II I I I I II II I I II FOYER GARAGE I I I 1 1 447sf I I II II � I I I DEN. o 0 I I II II I I I I II II I I J A I LI V. I I 1 1 20'-2" �3 i� I I II II A3.2 I I I I NO. Revision Date I I I I Drawn By: Date: I I FLH 7.19.2022 D I I TRANS. 6020 SL. 6050 N z - 6080 m File: co 0 N EN TRY N 2202 L7= r 00 0 N Issue: 0 0 H 0 N N N TRANS. 6820 Date: (3) CASE 2060 2'-0" 8'-0" 2'-0" 10'-11" 21'-1" 7/19/2022 8'-0„ Sheet Title: A FIRST FLOOR PLAN FIRST FLOOR PLAN 1/4''=1'-0'' WINDOW NOTE: LEGEND: 1. ALL WINDOW SHALL HAVE U FACTOR DH 3050 DOUBLE HUNG WINDOW W/ 3 FEET 0 EXTERIOR 2x6 STUD WALL W/ TEMPERED GLASS Sheet No.: MAX 0.30 AND SHGC MAX. 0.23 INCH WIDE x 5 FEET 0 INCH HIGH MIN. R-21 INSULATION. SEE STRUCTURE DRAWING FOR WALL E❑ EGRESS DOOR OR WINDOW, OPENING 2. SEE DETAIL 11 FOR WINDOW SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH SCHEDULE - SEE 1 HEIGHT NOT OVER 44" ABOVE FLOOR, FLASHING. A8.1 WIDE x 8 FEET 0 INCH HIGH A81 5.OSF OF OPEN AREA ON GROUND 2880 DOOR W/ 2 FEET 8 INCH WIDE x LEVEL 5.7SF MIN. OPEN AREA FOR WINDOW ON SECOND FLOOR, 24" NET Q XXXX NUMERIC NEXT TO DOOR ON WINDOW 8 FEET 0 INCH HIGH 2x6 16" O.C. STUD WALL CLEAR OPENING HEIGHT, 20" NET OR DOOR STAND FOR FEET INCH WIDE CLEAR OPENING WIDTH. ALL EGRESS x FEET INCH HIGH � INTERIOR STUD WALL, SEE STRUCTURE DRAWING FOR WALL WINDOWS W/ TWO OR MORE LATCHES SCHEDULE. SHALL HAVE THE LATCHES CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" INTERCONNECTED AND OPERABLE FROM WIDE BY 5 FEET 0 INCH HIGH 2x4 @ 16" O.C. W/ R-15 THE LOWEST LATCH. INSULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . pm 2'-6" 4'-0" 13'-9" 16'-4" 7'-0" . . . .o Co mµnL r�D I Lep� peK.t Y e�N OTE: . . . .9 r / JV Planning ivision - uNertino CUPERTINO APPROVED A3.2 ° .� . . . . . . . . . . . . . . L Case# R-2022-032, — — — — A "S.:.T kl:.:D .i.:.O..a N ApprovalBody: Director/Staff — — — — — — — — — — — — — — — — — — — S%o z�Q © '.'.'.'.'o Approva I ate 09/15/22 y, �� F� R CASE CASE Signature Brianne Harkousha N A 3650 3650 l J 0 Case Manager = tJ I P:.408.892.5020.'F.'408.871,.6923', '... -', C4 --------------- Project: Tilson Sterling Homes LLC New Custom Homes 19161 Tilson Ave. V) Cupertino, CA 95014 r 00 LO N DECK o M. 4 BEDRM. IL---- Applicant/Owner: M. Tilson Sterling Homes LLC WIC 4'-6 1/2" Attn: Mr. Siva Singaram 19161 Tilson Ave Cupertino, CA 95014 --------------- CASE Tel. (732) 666-5063 3050 Sangeetha2siva@Gmail.com I I o o Architect: o STUDIO 61 ARCHITECTS, Inc. CL. 12480 Saratoga Ave. BEDRM. SLOPE 2 r �_ Saratoga, CA 95070 3:12 OD r i i T: (408) 892.5020 L--- J o M. BATH. S6IARCHITECT@GMAILCOM BATH. L J L J 2 `� T (D 2480 o 1 ED ARC N � 2480 � c�PNK L. y/TF�'' o CL. F CL. N NO. C29889 CL. - - - -- - - ------ REN. 2/28/23 00 W 0 A3.2 w o F �F CAL�F� °° - - - - - - - - - - - LAUN. Z o - - - - - - - - - 3 1 1 2880 Q 1 1 GREAT o o STRUCTURE ENGINEER: I L----J ROOM �--- 1 SLR g I I M 3:12 V.2 o I I BATH. N o L- — — — — — — — — — — — — — — — — — - - - J :2:480 3 Q rn i Q c0 X 00 0 CL. 0 I SL. N N 604000 OD — — — o 0 Fix. CL. _ 6050 N oar U N O 3'-3 1/2" 19'\1/2 N U w\DGE oBEDRM. Cf) 03 BEDRM. 0SLOPE w 4 N 3:12 wo a o SL. 6050 A NC A .2 /3:12 L7= 0 NNO. Revision Date Drawn By: Date: SLOPE FLH 7.19.2022 N oso SL. 6050 3:12 r i N 7'-6" File: L 2 -9 1/2" - - - - - - - - - 2-9 12, - - - - - - - - - - 2202 N 12'-11" 13'-1" y'1O Issue: - - -1 F I I I I L - - - - - - - - - - - - - - - - - - - - - Date: 7/19/2022 Sheet Title: A FIRST FLOOR PLAN 1/4"=1'-0" SECOND FLOOR PLAN WINDOW NOTE: LEGEND: 1. ALL WINDOW SHALL HAVE U FACTOR DH 3050 DOUBLE HUNG WINDOW W/ 3 FEET 0 EXTERIOR 2x6 STUD WALL W/ TEMPERED GLASS Sheet No.: MAX 0.30 AND SHGC MAX. 0.23 INCH WIDE x 5 FEET 0 INCH HIGH MIN. R-21 INSULATION. SEE STRUCTURE DRAWING FOR WALL E❑ EGRESS DOOR OR WINDOW, OPENING 2. SEE DETAIL 11 FOR WINDOW SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH SCHEDULE — SEE 1 HEIGHT NOT OVER 44" ABOVE FLOOR, FLASHING. A8.1 WIDE x 8 FEET 0 INCH HIGH A81 5.OSF OF OPEN AREA ON GROUND 2880 DOOR W/ 2 FEET 8 INCH WIDE x LEVEL 5.7SF MIN. OPEN AREA FOR 8 FEET 0 INCH HIGH 2x6 16" O.C. TUD WALL WINDOW ON SECOND FLOOR, 24" NET Q XXXX NUMERIC NEXT TO DOOR ON WINDOW . CLEAR OPENING HEIGHT, 20" NET OR DOOR STAND FOR FEET INCH WIDE CLEAR OPENING WIDTH. ALL EGRESS x FEET INCH HIGH � INTERIOR STUD WALL, SEE STRUCTURE DRAWING FOR WALL WINDOWS W/ TWO OR MORE LATCHES SCHEDULE. SHALL HAVE THE LATCHES CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" INTERCONNECTED AND OPERABLE FROM WIDE BY 5 FEET 0 INCH HIGH 2x4 @ 16" O.C. W/ R-15 THE LOWEST LATCH. INSULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . .o Community Development Department NOTE: Planning Division — Cupertino . . . . elf 6 1 5 3 2 4 ANY CHANGES TO THE o CUPERTINO APPROVED -- APPROVED COLORS MATERIALS, . . . . . . . . . . . .. Case# R-2022-032, 3 '� AND EXTERIOR FINISHES SHALL . " . T U . . 0 .� A S. .T tJ . D .i. .O..a BE REVIEWED AND APPROVED . . . . . . . . . . Approval ody: Director/Staff BY THE CITY OF CUPERTINO Approvallate 09/15/22 PLANNING DIVISION PRIOR TO . . . , . , . . . . . . PLATE m Signature Brianne Harkousha 2ND FLR. TOP INSTALLATION/ APPLICATION . . . . . . . . . . . . . . .o 20'-0" ao Case Manager tJ HDR. HT. P'408.892.5020.'F.'408.871:6923','.,'.,:.:,:;','.,', 1 Project: Ld ENTRPLATEY H. R R ; Tilson Sterling Homes LLC I-)IT-T z x Q / J New Custom Homes 2ND FLR. FINISH -- ------- —�/ / — — — ` I m 19161 Tilson Ave. N °C'J° Cupertino, CA 95014 1ST FLR. /N 00 TOP PLATE U 1 n 10'-0• = N HDR. HT. I I s'-o• I� Applicant/Owner: I a D�� 000 000 � I 00 o ❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑ ❑❑ ❑❑ o I Tilson Sterling Homes LLC .I z Attn: Mr. Siva Singaram I � w 0 I FW 7 19161 Tilson Ave LIUUL �L�]�L�] F.F. I I Cupertino, CA 95014 o'-o• I I Tel. (732) 666-5063 NAT. GRADE Sangeetha2siva@Gmail.com CUPERTINO HIGH FOOTBALL FIELD 19161 T LSON 19145 TI LSON Architect: FRONT (SOUTH) ELEVATION STUDIO 61 ARCHITECTS, Inc. A 12480 Saratoga Ave. 3/16''V-0'' Saratoga, CA 95070 T: (408) 892.5020 S61 ARCHITECT@GMAIL.COM USED AR�y� K �, T<1OA 12 12 NO. C29889 >k 3 a 3 REN. 2/28/23 2ND FLR. TOP 2ND FLR. TOP �F CA�'� PLATE PLATE 20'-0" 20'—O" HDR. HT. HDR. HT. 19'-'' STRUCTURE ENGINEER: T 4 ENTRY IW.- PLATE H. ENTRY 12'-6'a12'-6' Ln Ln Ln Ln 2ND FLR. FINISH 2ND FLR. FINISH ----- --- ------ 00N1 ST FLR. 1 ST FLR.TOP PLATE TOP PLATE 10'-0" 10'-0" HDR. HT. x = X = HDR. HT. 8'-0" a ¢ 8'-0" J J O � O � I I z � i Ll L F.F.OL F.F. 0'-0" 0'-0" NAT. GRADE NAT. GRADE 101.60' 101.60' B LEFT (WEST) ELEVATION C RIGHT (SOUTHWEST) ELEVATION 3/16"-1'-0" Y 3/1611 1'-01I ELEVATIONS KEY NOTES: MUNICIPAL CODE SECTION 9.18.210 FLASHING NOTES: 6 1 3 COPPER METAL ROOFING, COPPER INSTALLATION OF APPROVED NO. Revision Date T T �j ROOF TILE BY EAGLE ROOF, PRODUCT NAME CAPISTRANO, GRANULE—CONTAINING ASPHALT SHINGLES CORROSION—REGISTANT FLASHING COLOR SUNRISE BLEND, PRODUCT No. 445. MAX. WEIGHT AND COPPER GUTTERS SHALL NOT BE APPLIED SHINGLE—FASHION IN A Drawn By: Date: 10PSF. SEE ROOF FRAME NOTE #1 ON PAGE 3S. PROVIDE PERMITTED FOR USE ON ANY RESIDENTIAL, MANNER TO PREVENT ENTRY OF WATER 12 30LBS FELT UNDERLAYMENT. FLH 7.19.2022 a 3 COMMERCIAL OR INDUSTRIAL BUILDING FOR INTO THE WALL CAVITY OR �2 STUCCO PAINTED WITH BEHR PREMIUM PLUS ULTRA WHICH A BUILDING PERMIT IS REQUIRED. PENETRATION OF WATER TO THE COLORS, COLOR NAME AGED PARCHMENT, COLOR No. BUILDING STRUCTURAL FRAMING File: 2ND FLR. TOP yi COMPONENTS AT THE FOLLOWING PLATEEE UL150-10 LOCATIONS: (R703.8) 2202 20'-0" HDR. HT. O FACIA PAINTED WITH BEHR PREMIUM PLUS ULTRA COLORS, FCOLOR NAME GALLERY WHITE, COLOR No. UL260-15 FIRE BLOCK NOTES: A. EXTERIOR WINDOW AND DOOR Issue: 1s'-1' 1 4 ROLL UP GARAGE DOOR. OPENINGS. 0 a. IN CONCEALED SPACES OF STUD WALLS AND B. AT THE INTERSECTION OF ENTRY 5 THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PARTITIONS, INCLUDING FURRED SPACES AND CHIMNEYS OR OTHER MASONRY PARALLEL ROWS OF STUDS OR STAGGERED CONSTRUCTION WITH FRAME OR PLATE H. i w PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET STUCCO WALLS, W PROJECTION Date: 13'-0' R / / R , OR ROAD FRONTING PROPERTY. THE CONTRASTING STUDS, AS FOLLOWS: / 1. VERTICALLY AT THE CEILING AND FLOOR ADDRESS SHALL LIPS ON BOTH SIDES UNDER o Q NUMBERS BE ARABIC NUMBERS OR 7/19/2022 LEVELS STUCCO COPINGS. ALPHABETICAL LETTERS. EACH CHARACTER SHALL BE NOT C. UNDER AND AT THE ENDS OF 2ND FLR. FINISH __ ____/ / __ \ i 00 o LESS THAN 4 INCHES IN HEIGHT W STROKE WIDTH OF 2. HORIZONTALLY AT INTERVALS NOT / MASONRY, WOOD OR METAL Sheet Title: / / N NOT LESS THAN 0.5 INCH. (CRC 319.1) EXCEEDING 10 FEET. COPINGS AND SILLS. / b. AT ALL INTERCONNECTION BETWEEN TOP PLATE N 00 © 1" ALUMINUM CHANNEL SREED CONCEALED VERTICAL STUD WALL OR D. CONTINUOUSLY ABOVE ALL 1o'-O" PARTITION SPACES AND CONCEALED PROJECTING WOOD TRIM. EXTERIOR ELEVATIONS HOR. Hr. I I 77 METAL GUARD RAIL. PROVIDE SPACE BETWEEN HORIZONTAL HORIZONTAL SPACES CREATED BY AN E. WHERE EXTERIOR PORCHES, DECKS SECTION BARS NOT TO ALLOW 4" SPHERE TO PASS THROUGH ASSEMBLY OF FLOOR JOISTS OR TRUSSES, OR STAIRS ATTACH TO A WALL OR 8-0" I I AND BETWEEN CONCEALED VERTICAL AND FLOOR ASSEMBLY OR WOOD—FRAME I I HORIZONTAL SPACES SUCH AS OCCUR AT CONSTRUCTION. o o I SOFFITS, DROP CEILINGS, COVE CEILINGS AND F. AT WALL AND ROOF o I SIMILAR LOCATIONS. INTERSECTIONS. Sheet NO.: I I c. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE I I RUN. F.F. -1 L Ll 0'-0" I I d. AT OPENINGS AROUND VENTS, PIPES, DUCTS, GRADE CABLES AND WIRES AT CEILING AND FLOOR 101.60' LEVEL W/ AN APPROVED MATERIAL TO RESIST Q THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. FOR THE FIRE—BLOCKING OF ❑ REAR (SOUTHEAST) ELEVATION CHIMNEYS AND FIREPLACES, SEE SECTION D R1003.16 3/16"=1'-0" e. FIRE—BLOCKING MATERIALS SHALL CONSIST OF ONE OF THE EIGHT MATERIALS LISTED IN R302.11.1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Q0 Community Development Department "Planning Division — Cupertino . . . . CUPERTIN4 APPROVED 12 ELEVATIONS KEY NOTES: . . . Case # R-2022-032, 3 . . . . . . . . . . . . .. .R A 0 ATTIC HEIGHT S:.T tJ:.:D i.:.0. Approval Body: Director/ Staff " " " " " " : :© : " " o Approval Cate . .".".'.". . . . . . . .'.'.".'. Signature Brianne Hark . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 CID HDR�h�:se anager .'_'.'.'_'.'.'.'.'.'.'_'. .'_'. d 1 ski P:408.892.5020.'F,'408.871.:6923', ; ; 0 PLAA EY H I BEDRM. BEDRM. ` R 3 4 ` R Project: I ` I Tilson Sterling Homes LLC 2ND FLR. FINISH / / New Custom Homes ,1•-O" 19161 Tilson Ave. 1 ST FLR. /N \ TOP PLATE Cupertino, A 95014 1 o'—o" HDR. HT. I 0 I 8'-0" I 0 N I I 0 I Applicant/Owner: o LIV. 0) FOYER DEN. GARAGE o I Tilson Sterling Homes LLC Attn: Mr. Siva Singaram I I I I 19161 Tilson Ave F.F.0'-0" I I Cupertino, CA 95014 GRADE Tel. (732) 666-5063 Sangeetha2siva@Gmail.com Architect: A SECTION STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. 3/16"=T-0" Saratoga, CA 95070 1 1 T: (408) 892.5020 1 1 S61 ARCHITECT@GMAIL.COM 00 I 12 Q 3 12 3 � __ SED ARCh F � I00 G�� P�K L. /TF 2ND FLR. TOP IL \`�I IL _\`�I 2ND FLR. TOP PLATE PLATEOL N0. C29889 # 20'-0" 20'-0" REN. 2/28/23 J4HDs Q 19'R.1 HT. �/ / LHDR.9 HT.1 -1 �9TF OF `\�0��\ CA BATH. ,' ,' GREAT o a ENTRY 3 ROOM o m ENTRY PLATE H. i PLATE H. DECK BEDRM. CL. GREAT R i `� ` R 2 RM. 13'-0' i � ' I STRUCTURE ENGINEER. 2ND FLR. FINISH / 2ND FLR. FINISH OL 1ST FLR. N < 1ST FLR. TOP PLATE cs v TOP PLATE 10-0" 10-0" HDR. HT. I I 0 a HDR. HT. 8'-0" I = 8—0" N O _ O ^ o � 0 PANTRY MUD HALL WINE PWDR. 0 I PATIO FAM. FOYER PORCH W o RM. WAY CELLAR RM. < oo I I I I F.F. I I F.F. 0'-0" 0'-0" GRADE I 101.60' ��\�\\/\\/\\/\\/ \\/ \/\\/\\/ 101.60' B SECTION p SECTION 3/16"=1'-0" 3/16"=1'-0" 1 1 00 I 12 Q 3 NO. Revision Date Drawn By: Date. 2ND FLR. TOP ��- �� FLH 7.19.2022 PLATE 20'-0" File: HDR. HT. 2202 MASTER HALL BATH. o BEDRM. DECK ENTRY BATHRM. WAY 2 2 Issue: PLATE H. i 13'-0' 2ND FLR. FINISH I / Date: 7/19/2022 1ST FLR. TOP PLATE 01 N 10'-0" Sheet Title: HDR. HT. 8'-0" I 0 SECTIONS o KIT. DIN. FAM. << PATIO o I I I I I F.F. I I 0'-0" Sheet No.: GRADE C SECTION 3/16"=V-0" Commu ity Development Department Pla ning Division - Cupertino CUPERTINO APPROVED Case# R-2022-032, a z Approval Body: Director/Staff 0 Approva I Date 09/15/22 Signature Blianne Harkousha Case Manager LEGEND 10 30 50 EXISTING CONTOUR LINE ---200--- NATURAL GRADE CONTOUR LINE 0 20 40 100 GRAPHIC SCALE 1" = 30' FOUND CITY MONUMENT BOX, OR AS NOTED -- BOUNDARY OF PROPERTY SURVEYED FOUNQ CITY o ( ) RECORD INFORMATION MONU ENT CENTERLINE I U 0 CURB INLET II Oo m CURB LINE / I DRIVEWAY APRON �55 0� II oo_ a a a a a ELECTROLIER �� II �� BASIS OF BEARINGS 0__0Sig I THE BEARING NORTH 20°27'07" EAST OF THE MONUMENT LINE OF TANTAU AVE AS LA x x x FENCE I SHOWN ON THAT MAP OF TRACT NO 550 FILED FOR RECORD IN BOOK 22 OF MAPS PAGES 4 THROUGH 5, SANTA CLARA COUNTY RECORDS, AND AS FOUND �`' PORFIRIO �G FIRE HYDRANT I MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. ( OSCAR OSUNA o ® FLAT GRATE INLET II No. 8921 o H PwR OVERHEAD POWER LINE II *�gExp. 9-30-22�\* P I F o H rEL OVERHEAD TELEPHONE LINE �F CAV�F / � \ ss SANITARY SEWER LINE 52 I 0 462. O SANITARY SEWER MANHOLE �_15 °R 26' Ids •I�ww v p=18 5 I PORFIRlO OSCAR OSUNA o SANITARY SEWER CLEANOUT w I PLS 8921 EXP. 9-30-22 I 0 SIGN �' I \ I �� \ 0110 SD_ STORM DRAIN LINE N89°37'00"E 40.96' (40.95' R1)� s REFERENCES: Do STORM DRAIN MANHOLE 6 R1 TRACT N0. 550 22-M-48c5 2 N IN O\010- J I J o UTILITY BOX \��00, \ Il�i 1 \ ; -0- UTILITY POLE w w \010- w WATER LINE \ 6\ Q0W WATER METER \ LOT 196 BENCH MARK WATER VALVE \ o\010- 0 ��\ R1 �� z DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE ID 0 WEST-SOUTHERLY FRONT SIDE OF LOT AS SHOWN: I PROJECT BENCHMARK 199.95' (NAVD88 DATUM) EM ELECTRIC METER T 195 �� \ I�� WH WATER HEATER moo° \ © GAS L 0 T 194 �� R 1 10� 18' 1— �I� �I o L-J � 5 R 1 o 6°19'02'W 148 60 II in �� ► Q ABREVIATIONS \ 0\ \ 5 R1 11 0 o J Z APN ASSESSOR'S PARCEL NUMBER Q BM BENCH MARK � E \ N�6°19 02 o I o CATV CABLE TELEVISION OVERHEAD •- M 0 c o o I � N D CURVE DELTA Z m 1 44 d O I c a DRWY DRIVEWAY r- � .OD R1 LOT 202 I DS DOWNSPOUT c c N,6°1g 02 I -� I FF FINISH FLOOR W > o c 0 R1 I FL FLOW LINE ELEVATION Z > o n II GFF GARAGE FINISH FLOOR v N _J N I IP IRON PIPE W g 0 R1 _ — I L CURVE LENGTH z S70°49'49 E 142.2� I R# REFERENCE DOCUMENT W Z A - - I M-M MONUMENT TO MONUMENT tn Z c j cn cY I O.H. PWR OVERHEAD POWER LINE w P O.H. TEL OVERHEAD TELEPHONE LINE z o LOT 215 �� LOT 214 C) PCL PARCEL Z w M �v P.M. PARCEL MAP LU a o R1 R1 J I- q PTN PORTION APN NO.: 375-08-029 �` I o o ' R RADIUS v I- ° o LOT 204 a I SD STORM DRAIN Z �' LO � ii I SS SANITARY SEWER J °' a LOT GROSS AREA: 10,207± SF 3: R1 I TC TOP OF CURB ELEVATION o J 0 o� I TEMP. TEMPORARY z 0 o L=22.39' 4*08'00' I PUE PUBLIC UTILITY EASEMENT o w 0 O — — 3 — — — I I WILE WATER LINE EASEMENT m r � pN ICn I � N � � I r o 2'x20' P.U.E. m R=1009.51 p=6°58'43" L=68.00' R=1009.51' L=106.56' 2 N _ —6°02'52" I '—L=28.99' R=683.31' � L=68.71' R=564.10' 0-3°51'34" 1 -=2°25'51" o N TAN. BEARS N69°25'01"W R1 \ NOTES: A U cV 1 . DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. < w _ L-211.88' R-1039.51 — FOUND CITY 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q $ A=5°44'24" _ - MONUMENT 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME � o p=11°40'43 TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. z � W o _ — \ L=53.51' R=534.10' T LSON AVENUE 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. Q N TAN. BEARS N68°10'41"W R1 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND O 2 OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF m V O O 6 \ UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). = J ti 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 0f Q co 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY Q 0:� OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE z CO 3 NOT SHOWN ON THIS MAP. O Q o 0- o w 0 N N 0— 06 Z L W c> a V a SHEET BT1 OF 2 SHEETS Commu ity Development Department Pla ning Division - Cupertino \ \ CUPERTIN4 APPROVED LOT 19595.54 Case # R-2022-032, RI _ /6°19 02 W LOT 194 Approval Body: Director/Staff \ R1 \ _ Approval Date 09/15/22 \ 7" EE Signature B ianne Harkousha Case Manager EX. WOOD FENCE LEGEND \ 10 30 50 - - -20 EXISTING CONTOUR LINE \ R1 ono N�6°19'02"w g5 19g,.. 0 20 40 ---200--- NATURAL GRADE CONTOUR LINE _ \ \` GRAPHIC SCALE EX. STORAGE - 1" = 10' FOUND CITY MONUMENT BOX, OR AS NOTED `O BOUNDARY OF PROPERTY SURVEYED O RECORD INFORMATION CENTERLINE y� v 0 0 CURB INLET ` °�� EX. STORAGE - - - - CURB LINE *�� - - - DRIVEWAY APRON aaaaa �// � EX. WOOD FENCE BASIS OF BEARINGS ELECTROLIER � 0__0 °�� o _16 THE BEARING NORTH 20°27'07" EAST OF THE MONUMENT LINE OF TANTAU AVE AS o�pl LAND x x x FENCE — � SHOWN ON THAT MAP OF TRACT NO 550 FILED FOR RECORD IN BOOK 22 OF MAPS FIRE HYDRANT ��\ �co x PAGES 4 THROUGH 5, SANTA CLARA COUNTY RECORDS, AND AS FOUND �`' PORFIRIO �G C,. °� y,�°'�' MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. o OSCAR OSUNA h �° o a � CD® FLAT GRATE INLET 8 TR �o _ o No. 8921 - * Exp. 9-30-22 O.H. PWR OVERHEAD POWER LINE O.H. TEL OVERHEAD TELEPHONE LINE \ ��°' X CAV EX. CONCRETE PATIO ss SANITARY SEWER LINE \ ,_-- °( O SANITARY SEWER MANHOLE 30" TREE o°� EX. WOOD FENCE L, X SI o SANITARY SEWER CLEANOUT �CNC STEP `s S 8921O OEXP. -JO- �x PLS 8921 EXP. 9-30-22 SIGN ��e goo n° ��o ° x WOOD STORAGE so 12" TREE STORM DRAIN LINE REFERENCES: @ STORM DRAIN MANHOLE EX. HOUSE x R1 TRACT NO. 550 22-M-4&5 o UTILITY BOX "0 FF 200.61 Q L 0 T 214 -0- UTILITY POLE �� LOT 215 R1 w w WATER LINE R1 v EX. GARAGE W WATER METER APN NO.: 375-08-029 0U °oO' BENCH MARK GFF 200.4 WATER VALVE w `L DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE LOT GROSS AREA: 10,207E SF o ' WEST-SOUTHERLY FRONT SIDE OF LOT AS SHOWN: EM ELECTRIC METER \ PROJECT BENCHMARK 199.95' (NAVD88 DATUM) WH WATER HEATER / x 13" TREE � - o © GAS 01) EX. CONCRETE o p o x o EX. PICKET FENCE EX. CHAIN-LINK FENCE ABREVIATIONS G v APN ASSESSOR'S PARCEL NUMBER 12" TREE n ' ��o- - - - - - - - - - - - —� - - - - BM BENCH MARK � � E CATV CABLE TELEVISION OVERHEAD 0 - - x °. D CURVE DELTA Z m C7' E ELECTRIC METER X oo° yti° DRWY DRIVEWAY4C S Of r '0 j w DS DOWNSPOUT W <c „ EX. GAS METER o \ _z FF FINISH FLOOR - > 00 o c 10 TREE �(2� x N ` FL FLOW LINE ELEVATION z Z > J � o GFF GARAGE FINISH FLOOR v �' \ c o - x IP IRON PIPE c z o - W '� g \ X o L CURVE LENGTH X �' o N �0. \ r ,�, d \ R# REFERENCE DOCUMENT W A 2'X20' P.U.E. �o M-M MONUMENT TO MONUMENT Z y cn \ EX. PICKET FENCE \ O.H. PWR OVERHEAD POWER LINE w \ X O.H. TEL OVERHEAD TELEPHONE LINE Z M \ PCL PARCEL Z c 0 M - 8'4 " X— X- - _ L=68.00' R=1009.51' P.M. PARCEL MAP 0 W d w o X- X- X � - o — L=68. R= 4.10= o — �S°5 f 3� — — - 8" TREE �yo _ - — PTN PORTION _ _ - - - � R RADIUS c� LU °' N69°25'01"W R1 �— — — — — — — — — — — - SD STORM DRAIN z �' LO _ - - - - - - - in TAN. BEARS \ o^� o��o �� SS SANITARY SEWER t 02 < - - - - EX. UTILITY POLE \ ��o — -_� TC TOP OF CURB ELEVATION N J 0 EX. GUY WIRES \ — _ = TEMP. TEMPORARY zo z w -— PUE PUBLIC UTILITY EASEMENT \1 U w o WILE WATER LINE EASEMENT M \ � a EX-TRC 200.26 �_EX-TRC 200.05 � EX-TRC 200.24 EX-FL�9.77 EX-FL 199.61 N EX-FL 199.83 BENCHMARK: NOTES: N� \ ELEV. 199.95' T LSON AVENUE � N \ MAG NAIL 1 . DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. w \ 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q $ j \ A=5°44'24" 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME C L=53.51' R=534.10' — — TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. z =3 W o - - - - - - - - - - - - - - \ 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. N - - - - - - TAN. BEARS N68 1041"W EX. SANITARY SEWER MANHOLE \\ 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND O V Q O OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF - - - - - / z o0 6 \ UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). = 0 O \ 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. J \ 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 0f Q F: co \ 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY Q 11211:� EX. UTILITY POLE OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE z CO 3 s�\\ NOT SHOWN ON THIS MAP. O Q o \ _ 0- o \ j 0 °O \ 0f N \ 0— 06 Z 2 a SHEET BT2 OF 2 SHEETS Revision Communi y Dev lopment De art WXTER-EFFICIENT LANDSCAPE CHECKLIST WATER BUDGET WORKSHEET Planning Di isio r ino CuF LRTINO APIRO- D. Community Development DepartmeW Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Case # R-20 2-0 Cupertino, CA 95014 planning@cupertino.org Cupertino, CA 95014planning@cupertino.org http://cupertino.org/planning p g Landscape Documentation Package Checklist CUP RTINO CUPERTINO http://cupertino.org/planning Approval Body: Director / FAYtT1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST Approval Date 09/15/ 2 PART 1: PROPERTY INFORMATION COMPANY&COMPANY ADDRESS PROJECT ADDRESS A.P.N. 1 - PROJECT INFORMATION Signature BriAne Har o nnr\/ I P� SIC - I andscape Architect 02 5 19161 Tilson Ave., Cupertino, CA gas M a Date - 5/18/22 N ME LIC./CERT.# �' °"'a Gregory Lewis #2176 s� Q REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA b Applicant - Greg Lewis - Landscape Architect E-MAIL PHONE 9TF�ca�� 45.3 0 c Project Address - 19161 Tilson Ave., Cupertino p 9 (831 ) 359-0960 3747 SQ.FT. 3297 SQ.FT. SQ.FT. lewislandsca e@sbc lobal.net PloFLSSloNALSLAL d Total Landscape Area 3747 sf N PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE e Type of project -single family residential REGULAR LANDSCAPE AREA f Potable Water - San Jose Water Sangeetha Muthiah sangeetha2siva4gmail.com HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF XLAND- ETWU g Checklist of all documents i Un package - see this page w FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA F-- C) - 1 0.25 Drip 0.81 0.3086 3142 969.75 h Contacts of Applicant - Sangeetha Muthiah = 27,236 sangeetha2siva@gmail.com v M 19161 Tilson Ave., Cupertino, CA 2 0.5 Drip 0.81 0.6173 80 49.38 1387 i "I agree to comply with the requirements of the water efficient landscape Q PROJECT TYPE(CHECK APPLICABLE) WATERSOURCE ordinance and submit a complete Landscape Documentation Package'' w New Potable 3 0.8 Spray 0.75 1 .0667 450 480.00 13,481 TOTAL LANDSCAPE AREA TURF PLANT AREA Q C - Rehabilitated Recycled o ° ° y 3747 450 4 0.25 Drip 0.81 0.3086 75 23.15 650 vLO ❑ Non-Residential ❑ On-site captured rainwater SQ.FT. SQ.FT. 0 a' 0, ° Grawater U WATER PURVEYOR NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA Q 3297 SQ.FT. 0CL SQ.FT. TOTALS (A) 3747 (h) 1522 (Y) PART 3: COMPLIANCE CHECKLIST 42,754 cn Landscape Parameter Requirements Compliance SPECIAL LANDSCAPE AREA Owner's Signature Date w J � � TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area. YES 1 A.A P P E N D I X B - WATER EFFICIENT LANDSCAPE W O R KS H E ET - SEE SHEET LO 0 no turf (No turf in non-residential area) � 0 ❑ YES TOTALS (C) 0 (D) (Z) 0 M Turf shall not be planted on slopes more than25%. B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 AND IRRIGATION PLAN - W All portions of turf areas shall be wider than ten(10)feet (unless irrigated with '*YES SEE SHEET L2, L3, L4 (� subsurface irrigation or low volume irrigation system). '"� PART 3:WATER BUDGET CALCULATIONS DEFINITIONS (Y) + (Z)42 754 ET4�'U < 57 881 HYDROZONE:Put in hydrozone#,letter,or planting ( ) (MA description. e 1 2 3;A,B,C;front porch,adjacent to driveway,PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of �YES - � P ( •g• � � P � 1 Y GRADING PLAN - see sheet C-2 native or low water use plants. front lawn,etc.) PART 4: ETAF CALCULATIONS 0 PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low Average ETAF for Regular Landscapes= (B) - (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 for high water use plants. Prior to PlanningInspection, the followingdocuments must be submitted and approved Plants with similar water needs shall be grouped within hydrozones.Each YES p p p hydrozone shall be controlled by a separate valve. •41 (ETAF) < (0.55 for residential) IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip SOIL MANAGEMENT Atleast4cu.yds.ofcompost,six(6)inches deep,shallbeappliedper1,000sq.ftoflandscapearea YES (ETAF) < (0.45 for non-residential) ETAF:The maximum average EvapoTranspiration Adjustment 1 . CERTIFICATE OF COMPLETION AND INSTALLATION Factor for residential properties,exclusive of Special Landscape A minimum three (3)inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = (B + D) + (A + C) Areas,is 0.55 and for non-residential properties is 0.45;ETAF for surfaces of planting areas,except in areas of direct seeding application(e.g. -AYES 41 ETo=evapotranspiration rate means the quantity of water new and existing Special Landscape Areas shall not exceed 1.0. 2. IRRIGATION SCHEDULE (Section 14.15.110 hydro-seeding). Site-wide ETAF evaporated from adjacent soil and other surfaces and transpired shall be designed to minimize soil erosion run-off,and water waste. YES 0. plants during a specified time Grading � � � 0.62isa conversion factor that converts acre-inches/acre/year to 3. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE (Section 14.15.120) FORMULAS gallons/sq.ft./year. \P`NDSCApF IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or no irrigation soil moisture sensor data and utilize arain sensor. y�YES ETWU = ETo x 0.62 x (ETAF x Landscape Area) 4. LANDSCAPE AND IRRIGATION INSTALLATION REPORT (Section 14.15.130) �`' N° 2"6 ❑ 7`� Estimated Total Water Use r system Irrigation controllers shall be a type which does not lose programming data in YES the event the primary interrupted. MAWA= ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF)x SLA)] oi2o2a p ypower source is interru p Maximum Applied Water Allowance 5. LANDSCAPE MAINTENANCE AGREEMENT 5 ya P R I D 2' �Ay f 0 Page 1 1 qTF OF CAS-�� WATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org [is C U P S RT I N O 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 �(�(ES pressure range. 01 Manual shut-off valves(such as a gate valve,ball valve,or butterfly valve) shall �i YES Q be installed as close to possible to the point of connection of the water supply. f� All irrigation emission devices must meet the requirements set in the ANSI standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter o Standard." All sprinkler heads installed in the landscape must document a YES distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. L Dedicated irrigation meters are required for non-residential projects with more than 1,000 sq.ft. of landscape area. this Is single family residential ° YES Landscape Sheet � WATER FEATURES Pool and spa covers shall be installed. ❑ YES U ❑ pool Index Recirculating water systems shall be used for all water features. ❑ YES �/ I • ❑ other: %no water features Water features are limited to 10% of the landscaped area. ❑ YES (D I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of LO - Landscape Documentation Q water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies Planting Plan O with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any Ll to changes to the project will necessitate anew checklist. Landscaping has not been Installed yet. - L2 - Irrigation Plan r is 5/18/22 ❑ L3 - Hydrozone Plan/ Z01-1 ° Pervious Area Diag . Applicant Comments o L 4 - Landscape Details Use additional paper if necessary ° L5 - Landscape Specs Staff Evaluation Staff Comments Ed J Approved ❑ Date 5/18/22 Scale As Noted LJ Not Approved ❑ Drawn Greg • Permit # ❑ Job ❑ ion Sheet Page1 ot�z of 6 l o'-o" \ \ Revision Communi y Development Department max. yp. \\ \\ 10'-01, 9'-6" 8'-0" Planning�ivisiogiiCu e inOteS \ \ g Remove max. Plant Legend �, W 8 ❑ 3x4" Fruit Yp Remove C7 CUPERTIN4 A I" � E \ `JJ 1 1 - - -� _ _ _ \ - 4" Privet Case # R- T�REFICIENT COMPLIANCE CHECKLIST NOTES -TURF, PLANTING, SOIL MANAGEMENT - - - - - - - _ - -7 - - _ _ _ KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME �Kl 'AN 25% OF PLANTING AREA IS TURF ❑ \ 0 0 o LN \ / I = GALLONS RATING a Remove � LN LN �LN �LN o L p LN I o LN 9❑ _; Approval Body: irecgor A�iLST 80/o OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS Dead ` \ EP \ EP / I , FRONT YARD TREE Approva I Date 09/ 5/2 \ \ / LN "fill 1 W ..I „ , .,,,V,,L�,. . ATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE 34 CA 1 I LI 1 24 box LOW Lagerstroemia Tuscarora Crape Myrtle Signature Bria ne bUrkpusba Gnnironi i n Qv A SEPARATE GROUP OF VALVES Pepper \ \ \ / Front yard tree to be min. 6 foot high when planted Case"'a�age' 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER STREET TREE 1 \ DV DV DV \ \ / DV I DY p o PER 1000 SF OF PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL \ \ Lawn \ I I LIS 2 24'' box LOW Lagerstroemia Tuscarora Crape Myrtle (EXCEPT UNDER CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND \ �\ 3015 \� /� I / LN , Street tree to be min. 6 foot high when planted FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND ANALYSIS FROM A SOIL LAB (HIGHLY r 1 12 \ 12 \ \ / I j* Street tree to be planted by the city RECOMMENDED) 9- � A LP LP LP q/ � \� �� LP / LP LP �/ See note # 17 on this sheet 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING 1 \\ \ / / I / ; SCREEN SHRUBS w AREAS EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING � 1 o \ 4,. .:. .. /. . ` 4' LN 11 15 10 LOW Laurus nobilis Grecian Laurel — \ ❑ \ ..1.4 . V :; a Coma < DARK BROWN MAHOGONY COLORED WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER o 14 0 Gravel 4.... :._ . I Screen Shrub - Min. 6 tall when planted see notes 10 - 0 max. apart MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) THE OWNER MAY WANT TO USE GRAVEL MULCH 1 13 \ \ INSTEAD OF BARK MULCH. DON"T USE WHITE GRAVEL OR GRAVEL WITH LOTS OF WHITE IN IT. USE \\ / / w \ Floor P.ati.o.. . . . . . . .\. f l st.Flaor� tro . . Q GRAVEL WITH LOTS OF GRAY AND BROWN SUCH AS NOIYA GRAVEL. s \ 3x6" NC GROUND COVERS CD 1 Elm Gravel I LB 16 1 0 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE oor 4' - 8' LOW Lomandra Breeze C J ADDITIONAL NOTES Q 11 ' 10 NC 4 1 3' - 5' LOW Nandina Gulf Stream Heavenly Bamboo o " Q \ / a ❑ y Q N 7 SEE SHEETS L4 AND L FOR PLANTING AND IRRIGATION DETAIL ANDSPECIFICATIONS1 . . . . . L S S S 5 0 GS \ DV 11 1 4 - 8 LOW Dietes vegeta (D. irridioides) Fortnight Lily CU 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT \ 14 : .:9. . / JCAInstall v� ❑ : .: . . . . . . . . . . . . .. . . .. . . . — CIVIL, OR STRUCTURAL ENGINEER 1 13 . . . . . . . . 2n. .. o . I shrubs L 7 1 4 - 8 LOW Limonium perezii Sea Statice CD V . . . .. . . k : . . / to be seen J9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE CA from EP 3 1 4' - 8 LOW Euryops pectinatus Euryops Daisy . . . MOST CURRENT SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT 1 \ / / a 5 windows CA 4 1 3 - 6' LOW Crassula ovata Jade Plant o CHOICES \ .:.:.:.:.: 4' I LP 6 1 3' - 6' LOW Lomandra Platinum wco 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION Conc WC 6 1 3' - 5' LOW Westringia compacta or Morning Light � COMPONENTS. SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO NC ' Oak \ 9❑ PAVING OR BUILDINGS PRIVACY SCREENING NOTES \\ 2n loor LAWN SOD HIGH Turf tall Fescue or Bonsai Fescue 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT 1 13 \ Install 2x4 rough redwood header if straight sides MUST BE PROVIDED AT TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT 29 O \ NC g g Elm Use 1 x4 Epic Plastics Bend A Board If curved edges TIME OF PLANTING. 12 St o a NC Remove 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY \ 8x4" Privet 43: Plant quantities are for planningpurposes only. Contractor to do own plant count. THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING p p DISTANCE SHALL BE CONSISTENT WITH THE CITY'S REQUIREMENTS. 90 10 Ask owners if they want to upsize any plants 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS ' You should order screening shrubs and front yard tree up to a year in advance to PROPERTY T INFORM FUTURE PR PROPERTY OWNERS F THE PRIVACY PROTECTION MEA RE AND 5x4" ' I make sure they are available at the required height and size when you need them 0 0 00 0 SO CMEASURES � , TREE PROTECTION REQUIREMENTS CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH Elm 13 12 VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5 FT OR LESS FROM THE SECOND STORY No. 17 FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF ® I I, I La n dsca e Site Legend No. 26 p r Lew is A, COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY 12 / DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. Q I ❑1 Driveway - Concrete Interlocking Pavers or Concrete - pattern and 5 4/30/2024 Pewa a e (JCA color to be determined later by owner � 214 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE ❑ , ' PRIVACY TREES AND NEW FRONT YARD TREE Remove 1 4' a �2 Front walkways - Concrete Pads with 6 inch spaces filled with 15 CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR SITE GRADING AND DRAINAGE INSTALLATION 7",6",6',5" st FI o Con J� artificial turf between pads or interlocking pavers - pattern and Elm ara 16 ALL IMPROVEMENTS ARE TO BE LOCATED WITHIN THE PROJECT PARCEL PROPERTY LINES. IF YOU 1 Flo r © i color to be determined later by owner Remove 1 13 oZ AREN'T SURE WHERE THE PROPERTY LINES ARE YOU SHOULD HAVE A LICENSED SURVEYOR MARK THEM 3x4" Privet 3❑ WC WC FOR YOU © CA i ❑3 Front porch - Tiles laid on concrete - pattern and color to be 17 STREET TREE IS TO BE INSTALLED BY THE CITY. UPON PROJECT COMPLETION, THE PROPERTY Dv walk 2❑ - selected by owner ONWER SHALL PREPARE AN ADEQUATE PLANTING AREA AND CONTACT THE CITY AT (408) 777-3269 TO DV DV WC 2❑ a WC ARRANGE FOR THE TREE INSTALLATION �; n o LB LB 9❑ ® Sprinklers min. 2 feet from impervious paving } LB LB Walk D o LB wC ❑5 Side walkways - Concrete or pavers - pattern and color to be Q U determined later U1 � L 2 LB LB LB LB r n wC © New 6 foot x 3 foot wide solid wood gate 00 ` y e III Install weed fabric and install drip irrigation on top of it. N 8 Privet LB LB LB LB LB cj 7❑ Rear patios - Concrete or tile laid on concrete - pattern and color to 4� N _ LB be determined later by owner ❑ _ U 11 _ 12 L L ® Privacy protection angles from 2nd story windows that determine C� - - _ L L L I where landscape screening is required 4� (E)SID AV (D N — £ L I 9❑ New 6 foot solid wood plus 1 foot high lattice fence Top Dress Mulch L o 10 Min. 2.5 foot wide planter for drainage swale along side property 2-LIS lines Street Trees a� �O min. 24" box ,6' high when planted by the city Top Dress Mulch Z�: 11 Ex. Fence in good condition. Repair as required z O*_ TILSON ,q vE LI - Front Yard Tree 12 Tree protection fence as per Cupertino regulations min. 24" box, 6 high when planted 13 3 inch top dress mulch under existing trees 1� Three sixteenth inch granite gravel 3 inches deep with headerboard. Owner to select gravel. THERE IS 3747 sf of PROPOSED PLANTING AND IRRIGATION "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for Date 5/18/22 Landscape S *Ite 1 /8��_ 1 - the efficient use of water in the landsca e desi n Ian" Scale As Noted 0 p 9 P r�Lw is Drawn Greg Plant* Planing 0' 8' 16' Gregory Lewis - Landscape Architect Lic. #2176 5/18/22 Job Sheet L I of 5 Revision Communil y Developm&Tf ,.&�(,;l94T LANDSCAPE CHECKLIST - IRRIGATION Planning Division — Cupertino Irrigation Legend CUPeRTIN4 APPROVED THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA Case # R-2022-032, AND UTILIZES A RAIN SENSOR - - _ _ _ _ _ _ KEY MANUF. MANUF. # DESCRIPTION 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE D Approval Body: Director/ Staff EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED L4 H Hunter HCC 800 PL 8 station WiFi controller with enough modules for 9 stations Approva I Date 09/15/22 1 ; exterior wall mount with multiple Signature Briake Harkousha3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO 15 15 15 I programing, cycle start, and calender program Case Manager ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S ` , Controller will not water during rain event RECOMMENDED PRESSURE RANGE 1 ' Lawn � 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT 30xl5 C N OF CONNECTION OF THE WATER SUPPLY 1 L4 Hunter PGV-ASV 075 3/4 antisiphon valve with 3/4 Amiad Filter, Senniger PR30 pressure regulator, and adaptor to drip tubing 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI N — ----- ------, Hunter PGV-ASV 075 3/4" antisiphon valve for spray sprinklers U STANDARD, ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND 1 r 15 15 15 I o co EMITTER STANDARD". ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST I NP 4 v NP Conc 1 I A _ o DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER I Gravel 1 L4 N 3/4 manual brass ball valves U� M USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 1 I3tem1 Q M 1 st Floor Patio 1st Floor Patio I I F 15 Toro 0-15 15' Precision series nozzles with Hunter 6" pop-up 30 psi regulated � 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE 4 - - - - - - 1 I L4 oor j quarter pattern is 15 at 30 psi with 0.58 GPM U C 3x6 I Gravel I � THAN 5000 SQ.FT. OF LANDSCAPE AREA - THEY ARE NOT REQUIRED ON THIS Elm • """"""""""""""""""""" ° �, PROJECT WITH LESS THAN 5000 SQ.FT. j ' �� z 1 I 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. 3/4" J ► I \� I I $ d 5 HYD 1 B Nonpressure line - Sch 40 PVC 3/4" unless noted for larger c� 1 I I � p L4 � 8 SEE SHEET L4 AND L5 FOR DETAILS AND SPECIFICATIONS , 2n looco ck �\, I 1 size - 12" of cover w 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 45 4 7 140 HYD 3 CU Pressure line - Sch 40 PVC : I" unless noted for P.S.I. AT THE POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT 1 - - I smaller size - 18" of cover 0 M THE LANDSCAPE ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME 1 4' j I 0.5 dip HYD 1 PL LINES UNDER PAVING - 24'' deep with sand backfill w VALVES TO REDUCE THE FLOW THRU THE VALVES WITH MORE FLOW). THERE IS _ I �\ Conc I 3/4" Sch 40 PVC pressure line in 1-1/4 " sleeve 121� STATIC PSI IN THIS AREA. IF PRESSURE EXCEEDS 75 PSI AT POINT OF CONNECTION Oak I I I WI 1-1/4 " gray elec PVC sleeve INSTALL A WILKINS 600 3/4 PRESSURE REGULATOR 1 I 2nd Floor I I NP 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT 29" O j 3/4" Sch 40 PVC nonpressure line in 1-1/4 " sleeve VALVES TOO CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT ► Elm I I f,%� �\ PRESSURE LINES UNDER TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF I I st o I G E UNDER PAVING WHENEVER POSSIBLE. I I / 1 L4 L4 3/4" PE drip tubing with compression fittings - see drip notes G E Tree Drip Irrig. 3/4" PE drip tubing with compression fittings 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE. 1 i ; L4 L4 INSTALL 3/4"TEE AND A BALL VALVE AND RUN 1" SCH 40 PVC TO VALVE 1 ,� See Drip Irrig. Notes LOCATIONS. KEEP ANTISIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 5x4' 6" TO 12" ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP Elm VALVES OUT OF PATHS. 12 MAKE PROVISIONS TO ADD TWO EXTRA CONTROL WIRES TO THE TWO VALVE 1 j �` I WEED FABRIC WILL BE INSTALLED. DO NOT No. 2176 y� 6►' LEIS GROUP LOCATIONS SO THAT EXTRA VALVES CAN BE ADDED IF THERE ISN'T I Wi I 4/30/2024 ENOUGH WATER VOLUME AVAILABLE AT THE NECESSARY PRESSURE 1 1 ; PUT DRIP IRRIGATION UNDER IT �T 5 D.Pn 22 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE ` 9TFOF BAD—�� A LICENSED CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE 0 4' I / 1 erif Con 1 o CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF st FI o I / INSTALLATION. THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN ar oiler IRRIGATION SCHEDULE FOR NEW PLANTINGS AND MATURE PLANTINGS AND A 1 1 Flo r ti LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER HYD 1 4 35 EFFICIENT LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT ► Walk I / Drip Irrigation Notes HYD 2 5 35 1 .NP Point of connection 1 SECURE LARGER 3/4" DRIP TUBING 1" BELOW GRADE WITH 7" OR 11" 0.4 drip 1 l � ` ) Install brass ball valve j U-SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE 6 135 j ► Walk FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. 1.0 1drip 1 COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES Q HYD 4 AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. U 1 20 f I 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO U O ► NP rontYardSefbac ; MINIMIZE LENGTH OF SMALLER 1/4'' TUBING. SECURE EMITTERS ON 3/4'' TUBING k AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1 /4 8" Privet Driveway TUBING FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ON 1 /4" 4� min. 20x20 TUBING AT 12'' ON CENTER AND COVER TUBING WITH 1" OF SOIL PLUS MULCH. I 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER ' — U - _ - NP THE ROOTBALL. IEIsi�Ewau - I 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN > 3 � - - - FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT Q - - - - I AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE 1� 9__ THE ONES THAT 1/4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY On - HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. EMITTER SCHEDULE: �O TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) L 0*_ THREE 1 GPH EMITTERS AT MEDIUM SHRUBS WC,NC,LB,EP,CA,DV,LP Z TILSON WM FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN AVE, WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN ROOT ZONE AREA. FOR TREES INSTALL FIVE 1 GPH EMITTERS ON AND AT EDGE OF ROOTBALL AND AN ADDITIONAL fifteen 1 GPH EMITTERS AT 2 FOOT GRID UNDER FUTURE Q _ CANOPY - • 1 /��- 1 .0FOR EX. PRIVET INSTALL TWENTY 1 GPH EMITTERS IN 2'X2' GRID UNDER EXISTING Irrigat*ion CANOPY Date 5/18/22 01 Q 1 1 L' As Noted (� I U Scale Drawn Greg Job Sheet L2 of 5 Revision Communi y Development Department HYD 3 Planning Division — Cupertino HYD 1 450 sf CuFLRTINO APPROVED 1541 sf Case # R-2022-032, Approva I Body: C(rector/ Staff Approva I Date 09/15/22 Signature Bria ine Harkousha A, \1, 1, 1 \1, 14, Case Manager Lawn Nk W CD 4' 4 = Gravel ConicU 1 Stem iiii0iQ IMPERVIOUS PAVING IN 4' : : : 1st lour a# . . . l sf.FI br Pdfio 1 3x6 .HYD.1: . 27 sf -. . . . . . . : : : : : : 20' FRONT YARDSETBACK CD Gravel : : : : : : : : : : :: : : :: : : :: : : : : : : HY 24 oor QElm H drozone Summar � `� ° Y y HYDROZONE - DESCRIPTION - SQ.FT. % OF TOTAL Q 1421 sf total fysb area 1 �: ' : J C y Kid's .. .:..._. \. VALVES 40% of 1421 = 568.4 sf max impervious allowed Play . :.. .:. 2n ioo ::::::::::::: \ - - � 1 Area ok I. . . . . . . . . . . . . . . HYD 1 1 ,3,4 DRIP, LOW WATER SHRUBS 3142 84� w ................ .� . . . . . . . . . . . . J Driveway = 400 sf Bark Mulch DRIP, MED WATER TREE - 80 20 0 4' wide Front path 81 .6 sf - - Conc HYD 3 - 2 SPRAY, HIGH WATER LAWN - 450 12�a w Total 481 .6 sf I �, W W 0� 'n W W W V 481 .6 sf/1421 = 33.9% OK 0k I 2nd Floor HYD 4 - 6 DRIP, LOW WATER TREE - 75 2� Areas are measured using Autocad Software 29" �LLL O TOTALS 3747 100% Elm st o Areas are calculated using Autocad software 5x4Elm ,,� Elm 1 i �� No. 2176 y� 1 4/30/2024 5 2 W 2 T a i qTF OF CAS-�� 0 4' 1 Con o st FI o HYD 1 / ara e 585 sf 1 1 Flo r / o / 00 �— 70 sf / Walk / Walk U U HYD 2 H 20 front Yard ,O Set ook 80 sf 81.6 sf L b 8" Privet fysb Driveway HYD 4 H 25 sf m Q. 20'x20' 400 sf fysb U (E)SIDEWqV HYD 1 >Q LL 563 sf HYD 1 L 332 sf � _ O L_L_ ' L_L_ _ HYD 4 �O 25 sf HYD 4 z O*- 25 sf TILSON AVE. Date 5/18/22 Scale As Noted zone Plan 1 /8 /('�11 1 _O 11 Drawn Greg 7�`J( Job • • Sheet ervious area diagram 01 8' 16' 11 of 5 L3 Revision Communi y Development Department Planning Division — Cupertino Use bolt on lid CUPERTINO APPROVED Mark lid with "Irrig. Gate Valve" Use bolt on lid Case# R-2022-032, Gate valve or water meter Mark lid with "Drip Flush Valve" ArborTie nailed to stake same size as pressure line Approva I Body: Director/Staff Flush Valve g equivalent- 18" Approva I Date 09/15/22 PVC Male Adapter 2"dia. Lodge Pole or solid ground placed outside rootball IIII Mlpt x Slip III and plumb Signature BriAne Harkousha Case Manager Sch 40 PVC pressure line ILI ArborTie nailed to stake Mulch (3"deep) pulled 3 inches away I II IIII IIII IIII Top trunk — of rootball to be 2 inches above iN su PE drip tubing buried 1 deep � surrounding soil level CN Run next to rootball of each plant= — Temporary Bricks under valve See drip irrig. notes 4"high berm for water basin at edge of 3" deep gravel box corners Space emitters evenly around plant 6" deep gravel root ball U CD 2" clearance on top of and at edge of root ball w o Use as little 1/4" tubing as possible = M Manual Gate Valve Agriform Plant Tablets 21 gram U co NO Scale A Drip Emitter and Flush Valve _ Backfill-native sail Q °° No Scale _4 E _ — Plant pit to be 3 times wider than the plant d o IIIII I container-it's not shown to scale on dwg Q Lo a Mulch Lateral - nonpressure line See plan for distance from paving and building -IIII —IIII z IIII— � 1I_ I — J 12" cover = = IIII `� 12" Main - pressure line - 18" cover U = cn 18" 11 8-12 hours before installation,water all plants while still in containers sufficiently to . . . . OF direct burial wire 24 V - tape Top of head flush with grade thoroughly wet root balls �, and bundle wire every 10 feet 2) Dig hole at least 2"less deep than the container and 3 times wider than the W — diameter of the container the plants were delivered in. co IIII IIII Use 6" deep sand bedding and 6" 3) Gouge holes in the side of the plant pit 2 holes per sq.ft.of wall surface � co co deep sand backfill in rocky soils IIII IIII IIII 4) Remove rootball carefully from container with support from below. Sever any circling 0 rl- IIII roots (3/16"dia.or greater) with sharp knife. Do not pull roots apart. The severing of large LU Snake lines in all trenches IIII roots will encourage new roots at the cuts. Install enough backfill under root ball so top of 0f Sch 80 nipple rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer (D Vehicle paving PVC tee or ell on packets under root ball. Hunter 12" swing joint lateral line 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel All lines to have min. 24" cover to allow height of handle or feet being careful not to disturb root ball 24 III under vehicle paving with 6" 6 Put A riform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole sprinkler to be adjusted ) g compacted sand bedding and and to protect lateral line (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole __ _ _ compacted sand backfill with backfill and pack it. Provide minimum 3 clearance 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing this 3 times or more until root ball and backfill is wet 6" between lines 8) Install stakes such that the stakes and the tree ties won't damage the tree and the Pop-Up Sprinkler stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below IIIIIIII F branches that could be rubbed by stakes. Install stakes so they are straight up and don't NO Scale lean in to each other Trenches/Lines Tree Plantin No Scale g 3/4" Drip Tubing next No Scale to rootball of each plant DSrA �Valves for spray sprinklers do not require filter and regulator Emitters No.2„b2 emitter Lew e Combination atmospheric vacuum breaker/ plant Mulch 3"deep) pulled 2 inches away from stems g°01Ufe 2024 control valve with flow control and with or short 1/4" tubing R4ne0 ID without auto. control as noted on plans Temporary s 5 — 22 Q 4 emitter 4"high berm for water basin at edge of root ball q� Water proof connectors such as DBI plant Slow release Agriform plant tablets FoF ca�� Filter IIII 1 emitter 1 gal plant-2 tablets per plant 5 gal plant-3 tablets per plant plant — 15 gal plant-6 tablets per plant Bottom of antisiphon valve minimum 6" IIII above highest downstream sprinkler p ' ' ' ' ' ' ' ' ' ' ' When plants are Installed on a _ , , , , , , , , , , , , , , Backfill native soil or emitter slope locate most of emitters — , , , , , , , , , , , „ Regulat Mm Native soil dug out 2 times depth of container on the up slope side of the plant = �III4I I1= II I Plant pit at least 3 times diameter of container FOLLOW DRIP IRRIG. NOTES 1) 8- 12 hours before installation,water all plants while still in containers sufficiently Sch 80 PVC risers to thoroughly wet root balls Drip Emitter Placement at Shrubs/ G 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. NO Scale Ground Covers 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be To sprinklers Sch 40 PVC pressure line and OF direct such that when the plant is installed and settled it will be slightly above grade of existing soil. Fill hole with water. burial control wires as per specs. 4) Remove rootball carefully from container by tapping out,not pulling out by the stem. Scarify rootball walls in 3 vertical cuts and bottom to 1/2"deep,or by cutting roots of U 1/2"or larger with shears. Do not pull roots apart. 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and Q Auto. Antisiphon Valve fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. with Filter and Regulator for Drip OC 7) Make the water basin. No Scale 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the water to percolate in,doing this 3 times or more until root ball and backfill is wet Q 9) Install mulch Shrub Planting � — U Install as per local code and manuf. instructions -Secure Sub O controller to wall with suitable anchors as approved by No Scale inspector o Controller- see legend on irrig. plan Weather proof 120 V junction box O Electrical conduit and wire from source of power Electrical conduit for 24 volt conductors Paint exterior conduit to match building wall. �O Minimize appearance of conduit visible on wall. O� Sweep ells OF direct burial wires This controller will be installed outside 7 1 r�� Wall Mount Controller D No Scale Date 5/18/22 Scale As Noted Drawn Greg Job Details Sheet L4of 6 Revision Communil y Development PH-AAtmiUNIbITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS Planning Division - Cupertino 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where 11 QUALITY ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. . CuPERTINQ APPROVED 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Bring such areas to the attention of the Owner's Representative and do not proceed R_2022_�32 A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the Center-load all pipelines with clean soil approximately every four feet to resist final acceptance. Any plant material needing replacement because of weakness or Case # the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type 1-11 fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee this section. that excessive compaction will occur, nor when it is so dry that dust will form in Approval Body: Director/ Staff complying with ASTM D2466 for pressure line and also for any water lines under on lines to be tested. All valves shown on Plans shall be in place and shall be in as the original plants or trees, starting the day of their replacement. The B. It is the Contractor's responsibility to verify all information contained in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if Approva I Date 09/15/22 asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P P the plans and specifications and to notify the Architect of any discrepancy prior P.S.1. If available static water pressure is under 100 P.S.I., provide suitable reasonable measures for protection of the plants. necessary, to bring soil to an optimum moisture content for tilling and planting. Signature Bria�ne Harkousha pipe is specified in the irrigation legend. For joining, use a solvent complying P P P +^ ^�^'^�'�^ products or commencing with the work. um for tests. Fill pipelines slow) to avoid pipe damage, and bleed all air from Case Manager with ASTM D2466 and recommended by the manufacturer of the approved pipe. Pipe is pump P�P Y P�P 9 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT C. Check and verify dimensions, reporting any variations to the Architect before to be continuously and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING A. Request a review by the Owner's Representative to verify specified limits and proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise co 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering LLI 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers = co 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant M YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that U o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over LO are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q c`"> Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( y saturated soil condition. You may have to use a backhoe or rotohammers to break up --� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas of M co shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q U-) verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U (.0 °' up to grade required by grading plan. Rough grading in planting areas is to be co o -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition rn� such that when amendment is incorporated and the mulch is installed, the grade will � � A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z P Y q P be +- 1" to finish grade. U fl 1.4 LAWS AND REGULATIONS and proper installation, as selected b the Contractor subject to the approval of excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of A. Native topsoil or import landscape soil Q N cC6i P P Y J PP B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended 0the amounts recommended by the soils lab over all planting areas unless noted w federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas u: CZ 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. and regrade to establish elevations and slopes indicated on Drawings. licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or 0 � 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL (,r 1.6 SUBMITTALS A. Examine the areas and conditions under which the work of this Section will be A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LJJ M A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and r` performed. Correct conditions detrimental to timely and proper completion of the (� and/or supplier's specifications and other data needed to rove compliance with the Sandy loam to loam do finished grading in conformance with said Plans and as herein specified. / PP P P P work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by points between es l l l if shall b h d t sa e uniform eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 9P P P 3.2 EXCAVATION dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints and irrigation equipment used on the site. 25.4 mm (1") 95 - 100 or catch basins. Finish grades shall be smooth, even, and on a uniform plane with gA. Trenches may be excavated either by hand or machine, but shall not be wider marked to show changes during construction. The most important features to mark on than is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves, pressure lines, wires, and hose bibs. 9.51 mm (3/8") 85 - 100 no abrupt changes of surface. Minor adjustments of finish grades shall be made at 53 Micron (270 mesh) 10 - 30 the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS B. After the system has been completed, inspected, and approved, instruct the P q existing water lines, utility lines, and roots of plants to be saved. Y P P PP 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or A. Any product substitutions shall be requested in writing. The Landscape B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give g P P Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers to remote control valves. 3. Twelve (12) inches for lateral controllers and hose bibs. g P P y g Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed prior to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �pNDSCAPF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and c,� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � no 1'6 y�necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER or specifications, the contractor shall immediate) call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does P Y Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. 4 /2024 not get washed onto paving or block drain swales or inlets. I,ie Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth 5-%R�22 Organic matter to be less than 1" did. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL F` �O 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF - A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the CA A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f t Pl equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, equipment and exercising care to prevent damage to the materials or equipment. 1 any plants (other than weeds) that are hurt or killed due to the misuse of weed to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. C. On plastic threaded connections use the sealer recommended by the manufacturer will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be of the plastic valve or fitting. Do not use paste sealer products on plastic 3.7 MAINTENANCE This service will require a written contract for additional fees. Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, hydraulic friction. Install lines in planting areas whenever possible. have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the spraying, insect, pest, fungus, and rodent control, and any other operations to LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the assure good normal growth. All plants not conforming to those requirements will be considered defective, opposite. 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, , ` PART 1 - GENERAL removed from the site and replaced with acceptable new plants at the Contractor's v F. Interior of pipe fittings, and accessories shall be kept clean at all times, A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to expense. 1.1 WORK INCLUDED and all openings in piping runs shall be closed at the end of each days work or 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX maintain plantings in a healthy, green vigorous growing condition during the O otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. galvanized steel pipe will not be permitted. Install plastic pipe with the 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free A. The work includes but is not necessarily limited to the furnishing of all 72 hours of delivery to the site. Sod is to be delivered to the site within 24 markings turned up to be seen from above until the pipe is buried. "Snake" the from debris at all times and shall be cultivated and weeded at no more than 10-day materials, equipments, and labor required to install a complete irrigation system. hours after being harvested and installed immediately after being delivered. Sod 2.7 BACKFILL FOR PLANT PITS n, pipe in the trenches so that there will be a small amount of excess length in the intervals. V! shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by Q 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the same day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger G. Place backfill in 6" layers such that there will be no settling. The top 6" of the use of approved insecticides and fungicides. Moles, gophers, and other in writing to be free from defects in material and workmanship for a period of one 4. Ground cover is to have well developed roots and foliage. It is to be grown in than 1/2" diameter. In heavy clay soils or other soils with large clods this will year from acceptance of the work. The guarantee shall include repair of an trench soil is to be the top soil and soil amendment mixture. All backfill shall be free and delivered to the site in flats. rodents shall be controlled by traps, approved pellets inserted by probe gun, or U y p g p y require mixing the backfill in a stockpile at the site or at the supplier. For of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. v J settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per approval of the owner's representative before backfilling joints. 5. Protection: Work under this Section shall include complete responsibility for n, paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. 6 maintaining adequate protection for all areas. Any damaged areas shall be > soils and imported soils to be used for the top 12" or more of landscape area. 3.4 INSTALLATION OF EQUIPMENT repaired at no additional expense to the Owner. 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are A. Request the following reviews prior to progressing with the work: (1) Layout bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test damaged. Replacements shall be made to the Specifications as required for C of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: O bibs, and other equipment as per the Irrigation Plan and details. original plantings. heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) 7. Hand Watering: Even when planting areas are watered with automatic -_ 2. Agricultural suitability including any excess problems; i.e., salinity 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the � pH level sodium boron, , , . A. The line voltage work shall consist of connecting the controller to the nearest (calcium, 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not � A. Verify the existence of the minimum acceptable volume of water at the minimum 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot � acceptable dynamic pressure as per plan at the point of connection at the earliest magnesium, copper, zinc, and boron. opportunity, re ortin insufficient volume and/or pressure to the Landscape 0 accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the reporting / P P 4. Chemicals and/or poisons that would hinder plant growth. The owner is to plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. 0�1 Architect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging additional chemicals and amendments that are required that are not already included B. All splices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. in the Specifications or Drawings. Soils tests must be done as soon as possible Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. wire. Unless noted differently on the plan, common grounds shall be white, size areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date 5/18/22 bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Landscape Sheet I I I of 6