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approved plans RM-2020-006Com pity Development Department PI nning Division —Cupertino -CUPERTINO APPROVED Case # RM-2020-006 Application Number(s) Approval Bod : Director / Staff Approva I Dat 05/27/20 Signature Ilen Yau Case Manager II HEATH Y `422L Sfi EETSCAFE ELEVATION SCALE: % SCALE: NOTES: 1: THE ARCHITECTURAL SITE PLAN 15 PROVIDED FOR BU I LD I NO AND SITE NORK LAYOUT ONLY. THE CONTRACTOR SHALL VERIFY ON 51TE ALL GRADES, EXISTING IMPROVEMENTS, PROPERTY LINES EASEMENTS, SETBACK5 UTILITIES AND SUBSTRUCTURES. ALL DISCREPANCIES SHALL BE IMMEDIATELY D 15CUSSED WITH ARCHITECT/DESIGNER/ENGINEER. 2: ALL DONNSPOU75 TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BU I LD I NO FOUNDATIONS AND DIRECTED TO LAND50APED AREAS. 4: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING. A MINIMUM 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE NALL. (R401.5) EXCEPT: A. IF BUILDING 51 TE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE INSTALLATION OF DRAINS OR 5NALE5 TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. B. IMPERVIOU5 SURFACES NITHIN 10 FEET OF THE BU I LD I NO FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING. 5: ONE SITE DRAINAGE NO CONCENTRATED FLOW ACROSS THE RIGHT -OF NAY. NO DRAINAGE ONTO NE I OHBORI NO PROPERTY. 6 : CON7RAG70R'5 RESPONSIBILITY TO ALL UNDERGROUND UTILITIES. AND RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE NORK 15 LEFT IN A GLEAN CONDITION. -7: SEE GRADE AND DRAINAGE PLAN FOR SITE IMPROVEMENT AND THE UTILITY CONNECTIONS. 8: PRIOR TO FOUNDATION INSPECTION BY THE CITY, THE LLS OF RECORD SHALL PROVIDE A ARITTEN CERTIFICATION THAT ALL BUILDINO SETBAGK5 ARE PER THE APPROVED PLANS. Q: DISPOSITION AND TREATMENT OF STORM WATER HILL COMFY KITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDE5) STANDARDS AND IMPLEMENTATION STANDARDS ESTABLISHED BY THE 5AN7A CLARA VALLEY URBAN RUNOFF POLLUTION PREVENTION PROORAM. ZW I I I I SCALE z N w Q J IU J z 0 F < Lf o0 J U � z � z z o z LU � m w � � o lu w > � Q m u � fu z z LJ N � O (V P z L LLJ Z LL] LIA LLJ LLJ LLJ LLJ 0 z LLJ 0 w ti) L--u i LLI - 43) LLJ LU fy I- T_ W v ~ t- Pate: 02/15/20 Sco I e : AS -SHOWN Drawn: L Job: Sheet: A=o 2 Of -7 Sheets CUPERTINC Case # Appro� Appro% SignatL z m w w U) I p O to O O z � Z O() m w u 0 m u � W 6 6 V � z Izu � N O O W�W N F LLII 0 z III II (3 O ) Ow 0 II I � LJ 1 V LLI O W O V U L OL OL Date: 02/15/20 5c01 e : A5-5HONN Drawn: 1- Job: Shoot: A-0.1 Of Sheets CUPERTINC Case # Appro� Appro% SignatL z m w 4 w J L�T 00 O O Z CL F LU IY O C z m w u 0 6 lu m UJ V � z w >� N � O FA LLJ IIIIII II LLJ O Q w U) IIIIII IIII LLJ I O d) F OL Date: 02/15/20 Scale: AS -SHOWN Drawn: L Job: Sheet: A_2 5 Of 7 Sheets Com pity Development Department PI nning Division —Cupertino -CUPERTINO APPROVED Case # RM-2020-006 I Application Number(s) I I- Approva I Bod111en Director / StaffApprova I Dat 05/27/20 Signature Yau Case M r U �D I -- 0 <ENr FLAIL TOP OF RAFTER TOP OF PLATE F.F. FLOOR 0 I co 1 6:1 LEFT ELE Y A7 1 0N SCALE: 1/4"= I'-O" FONT ELEVATE ON SCALE: I/4"= I'-O" (NEST) (SOUTH) 1 KEYNOTES: OROOF: METAL ROOF OVER 2 LAYER #50 ROOFING FELT -INSTALL PER MFR INSTRUCTION, 100 #: E5R-2508 2 ROOF: BUILTD-UP ROOF OEXTERIOR PLA5TER/5TUCCO (ACRYLIC SMOOTH FINISH): PLASTERING WITH PORTLAND CEMENT PLASTER SHALL NOT BE LE55 THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LE55 THAN TWO COA75 WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R517.I OR GYPSUM BACKINO (R705.6.2). PROVIDE THE WATER -RESISTIVE BARRIERS PER R705.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATH I NO, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCEAT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER 15 DIRECTED BETWEEN THE LAYERS, PER R705.6.5. R705.a TOP OF RAFTER O4 EXTERIOR WOOD SIDING FINISH: - MINIMUM OF ONE LAYER OF NO.15 ASPHALT FELT OR OTHER APPROVED MATERIAL, AND SHALL BE ATTACHED TO THE STUDS OR SHEE71 NO NITH FLA5HIN05 AS REQUIRED PROVIDING A CONTINUOUS WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR NALL TOP OF PLATE VENEER. ANY TEARS MUST BE — REPAIRED AND ALL PENETRATIONS SEALED. COLOR FINISH 55 CUSTOM SOLID CORE DOORS O6 DOUBLE GLAZED NINDON5 (TYP.) OORNAMENTAL G.I. CHIMNEY CAP ODECORATIVE COLUMNS OMETAL CLADDINO PLATE 10 STREET ADDRESS PER CRC 51cl F.FFLOOR 11 CAST STONE SILL/ TRIM ZAL GRADE: 12 DECORATIVE METAL BRACKET 13 F I BEROLA55 ENTRY DOOR 14 5KYL I OHHT (VELUX L I571 NO #: ER—O l a(i) 15 5" 26 GA. G.1. PROFILE GUTTER ON 2Xa 545 SURFACE FASCIA BOARD NITH DONN SPOUT AT PROPER LOCATIONS (ALL ROOF DRAINS SHALL BE DRAINED TO STREET DIRECTLY) 16 SCREEN VENT NITH 1/4'' AIRED MESH (TYP.) 17 WEEP SCREED (TYP.) MIN. 4" ABOVE GRADE OR 2" ABOVE PAVING 1 g BUILDING ENVELOPE z w Q J W J z 0 N J 0 z z z J CL z 1b N w a z LLJ LU O z LU O O LLJ 0 z Ow LLJ rO d) TLLJ O OL LIJ Date: 02/15/20 Scale: AS -SHOWN Drawn: L Job: Sheet: A_5 Of Sheets CUPERTINC Case # Appro� Appro% SignatL z N W Q J W J 0 z III II 0 z LL] O O q_� V 11 O w if) IIIIII IIII LL] I r O F = W W OL Date: 02/15/20 Scale: AS -SHOWN Drawn: L Job: Sheet: A_5 . Of Sheets CUPERTINC Case # Appro� Appro% SignatL z N w 4 w �p O V � O O z LU CIL L o zo m w u � o lu m V (fj W z z W > Z N � O LU N LU III II 0 z LJ--II O V) Q S IIIIII IIII LLJ I T- O k U W r Date: 02/15/20 5co I e : A5-SHOWN Drawn: L Job: Sheet: A_4 Of Sheets CUPERTINC Case # Appro� Appro% SignatL z N w Q w J LL II 0 zIII II LLJ O O �1 II Q w 0 IIIIII IIII LL] 1 I 0 <F- J O 11 = JU 0 LU ~ Date: 02/15/20 Scale: AS -SHOWN Drawn: L Job: Sheet: A_5 7 Of 7 Sheets C mmunity Development Department c7 Planning Division — Cupertino CUPERTINO APPROVED Case # Appro% Appro% SignatL NEW RESIDENCE 7467 HEATHERWOOD DRIVE CUPERTINO, CA APN: 359-26-048 W E C & A S S O C I A T E S 2625 MIDDLEFIELD RD k658 PALO ALTO, CA 94306 «TEL: (650) 823-6466 FAX: (650) 887-1294 LICENSE STAMPS AND SIGNATURE �Na L• a235 ISSUED DATE: DEC 21, 2019 SCALE: 1"=10' DRAWN: BG JOB: 10078 SHEET TITLE: BOUNDARY & TOPOGRAPHIC SURVEY SHEET NO. coo 0 WEC DocuSign Envelope ID: 8DA06E2D-26FC-4261-92B7-6184CDC1A2CD Communi y Development Department Planning Divi ion ino WATER -EFFICIENT LANDSCAPE CHECKLIST CUPERTINO APPROV Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Case # RM-2O O- Cup rtino, CA 95014 planninga@cupertino.org application uni http://cupertino.org/planning CUPERTINO Approval Body: Approval Date_ Signature E rector )5/27/2 PART 1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION YauuII Case final COMPANY & COMPANY ADDRESS a gel ' - Landscape Architect N°2176, NAME LIC. /CERT.# Gregory Lewis #2176 r4 o Q 9TFOF E-MAIL PHONE lewislandscape@sbcglobal.net (831) 359-0960 CAt� PROFESSIONAL SEAL PART 2: PROPERTY & PROPERTY OWNER INFORMATION Tracy Hsu tracy_hsu@yahoo.com DRESS 22330 Santa Paula Ave., Cupertino MUNE 7467 Heatherwood Dr., Cupertino PROJECT TYPE (CHECK APPLICABLE) WATER SOURCE v New '�A Potable TOTAL PE AREA TURF PLANT AREA ❑ Rehabilitated ❑ Recycled 3350 594 ❑ Non -Residential ❑ On -site captured rainwater SQ. FT. SQ. FT. ❑ Grawater WATER PURVEYOR NON -TURF 5 6 T AREA SPECIAL LANDSCAPE AREA SQ. FT. SQ. FT. PART 3: COMPLIANCE CHECKLIST Landscape Parameter I Requirements Compliance TURF AREA ❑ no turf Turf shall not exceed 25% of the landscape area or 1,250 sq. ft., whichever is lesser in area. (No turf in non-residential area) -YES Turf shall not be planted on slopes more than 25%. YES All portions of turf areas shall be wider than ten (10) feet (unless irrigated with YES subsurface irrigation or low volume irrigation system). PLANTING AREA At least 80% (100% for non-residential area) of non -turf area shall consist of native or low water use plants. YES No invasive and/or noxious plant species shall be planted. YES Plants with similar water needs shall be grouped within hydrozones. Each hydrozone shall be controlled by a separate valve. YES SOIL MANAGEMENT At least 4 cu. yds. ofcompost, six(6) inches deep, shallbe applied per 1,000 sq fL of landscape area. YES A minimum three (3) inch layer of mulch shall be applied on all exposed soil surfaces of planting areas, except in areas of direct seeding application (e.g. -( YES hydro -seeding). 1� Grading shall be designed to minimize soil erosion, run-off, and water waste. YES IRRIGATION SYSTEM ❑ no irrigation system Automatic irrigation controllers are required and must use evapotranspiration or soil moisture sensor data and utilize a rain sensor. YES YES Irrigation controllers shall be a type which does not lose programming data in the event the primary power source is interrupted. WATER -EFFICIENT LANDSCAPE CHECKLIST Community Development Department ELI] 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org CUPERTINO http://cupertino.org/planning Landscape Parameter Requirements Compliance IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturer's recommended YES pressure range. Manual shut-off valves (such as a gate valve, ball valve, or butterfly valve) shall be installed to to the the water YES as close possible point of connection of supply. All irrigation emission devices must meet the requirements set in the ANSI standard, ASABE/ICC 802-2014 "Landscape Irrigation Sprinkler and Emitter Standard." All sprinkler heads installed in the landscape must document a YES distribution uniformity low quarter of 0.65 or higher using the protocol defined Y� in ASABE/ ICC 802-2014. Dedicated irrigation meters are required for non-residential projects with more ❑ YES than 1,000 sq. ft. of landscape area. this is single family residential WATER FEATURES Pool and spa covers shall be installed. No pool or spa ❑ YES El Pool None Recirculating water systems shall be used for all water features. ❑ YES ❑ other: y, no water features Water features are limited to 10% of the landscaped area. None El YES I am aware of available informational resources regarding native and low water use plants, irrigation efficiency, and other aspects of water -efficient landscaping. I certify that the information provided on this checklist is correct, and the installed landscape complies with the requirements of Chapter 14.15 and / or the requirements of the Prescriptive Compliance Option. I also understand that anv changes to the rpro�ect will necessitate a new checklist. DocuSig ed b llrat� (�Stti 4/29/2020 �S 3'/0/20 ❑ Landscaping is not installed yet ❑ Applicant Comments ❑ Use additional paper if nece- Staff Evaluation Staff Comments ❑ Approved ❑ ❑ Not Approved ❑ Permit # ❑ Page 1 of 2 WATER BUDGET WORKSHEET Community Development Department 10300 Torre Avenue Cupertino, CA 95014 CUPERTINO PART 1: PROPERTY INFORMATION PROJECT ADD1:E55 7467 Heatherwood Dr.. , Cupertino REFERENCE ETo 45.3 TOTAL LANDSCAPE AREA 3350 SQ. FT. PART 2: SAMPLE HYDROZONE TABLE 408.777.3308/Fax 408,777,3333 planning@cupertino.org http://cupertino.org/planning A.P.N. NON -TURF PLANT AREA SPECIAL LANDSCAPE AREA 2756 SQ. FT. 0 SQ. FT. REGULAR LANDSCAPE AREA HYDROZONE PLANT FACTOR (PF) IRRIGATION METHOD IRRIGATION EFFICIENCY (IE) ETAF (PF/IE) LANDSCAPE AREA (SQ. FT.) ETAF X LAND- SCAPE AREA ETW U 1 0.25 Drip 0.81 0.3086 2456 758.02 21,290 2 0.25 Drip 0.81 0.3086 125 38.58 1084 3 0.5 Drip 0.81 0.6173 175 108.02 3034 4 0.8 Spray 0.75 1.0667 594 633.60 17,795 TOTALS �(A)3350 (B) 1538 N3,203 SPECIAL LANDSCAPE AREA 1 1 TOTALS (C) 0 (D) 0 (Z) 0 PART 3: WATER BUDGET CALCULATIONS (Y) + (Z) 43,203 (ETWU) < 51,748 (MAWA) PART 4: ETAF CALCULATIONS Average ETAF for Regular Landscapes = (B) + (A) 0.46 (ETAF) < (0.55 for residential) (ETAF) < (0.45 for non-residential) Site -wide ETAF = (B + D) + (A + C) 0.46 Site -wide ETAF DEFINITIONS • HYDROZONE: Put in hydrozone #, letter, or planting description. (e.g. 1, 2, 3; A, B, C; front porch, adjacent to driveway, front lawn, etc.) • PLANT FACTOR (PF): Use WUCOLS to determine Plant Factor. Plant factors are 0- 0.1 for very low water use plants, 0.1-0.3 for low water use plants, 0.4-0.6 for moderate water use plants, and 0.7-1.0 for high water use plants. • IRRIGATION METHOD: Overhead spray or drip • IRRIGATION EFFICIENCY (IE): 0.75 for spray and 0.81 for drip • ETAF: The maximum average EvapoTranspiration Adjustment Factor for residential properties, exclusive of Special Landscape Areas, is 0.55 and for non-residential properties is 0.45; ETAF for new and existing Special Landscape Areas shall not exceed 1.0. • ETo = evapotranspiration rate means the quantity of water evaporated from adjacent soil and other surfaces and transpired by plants during a specified time • 0.62 is a conversion factor that converts acre -inches/ acre/year to FORMULAS gallons/ sq.ft./year. ETWU = ETo x 0.62 x (ETAF x Landscape Area) Estimated Total Water Use MAWA = ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] Maximum Applied Water Allowance Page 1 of 1 Paving in Front Yard Setback KEY DIMENSION AREA DESCRIPTION Pi 25 x 18= 450.00 Driveway P2 5 x 7 = 35.00 Right path P3 22.16 x 4 = 88.64 Left path P4 1 x 5 = 5.00 Left path P5 5 x 3 x 5= 75.00 Stepping Pads P6 1 x 17.16 = 17.16 Step TOTAL 670.80 Total area in front yard set back 87x 25' = 2175 sf 670.80 sf / 2175 sf = 30.8% Landscape Documentation Package Checklist LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST 1 - PROJECT INFORMATION a Date - 3/ 10/20 b Applicant - Greg Lewis - Landscape Architect c Project Address - 7467 Heatherwood, Cupertino d Total Landscape Area - 3350 sf e Type of project -single family residential g Checklist of all documents in package - see this page h Contacts of Applicant - Owner - Tracy Hsu - 22330 Santa Paula Ave., Cupertino (408) 464-5030 i "I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Documentation Package" A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 AND IRRIGATION PLAN - SEE SHEET L2, L3, L4 GRADING PLAN - see Civil Grading and Drainage Plans by civil engineer. Paul Leung - H.M.C. Assoc. - 12280 Saratoga - Sunnyvale Rd. Suite 209 Saratoga, CA (408) 446-8418 The following items shall be submitted to the Director of Community Development when a landscape project is subject to the requirements of this chapter, prior to final inspection A.CERTIFICATE OF COMPLETION B.CERTIFICATE OF INSTALLATION, FOLLOWING INSTALLATION OF LANDSCAPING C. IRRIGATION SCHEDULE D.LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE E.IRRIGATION AUDIT REPORT Paving in Front Yard Setback Plan 1/8 p' g' 161 Landscape Documentation Revision co r` N H U W co CD _ 0 Q W "' a U `) CZ o Cl) 0 Z U � Q J N U a � � c W In � O Y a W co ti (D No. 2176 �-X J r o� 4 2 20 qTF �F CA�� U 0 W � U� QL � U C) • 0 W o � v I � Date 4/24/20 Scale As Noted Drawn Greg Job Sheet L 0 of 5 Communi y De les n a,, an Planning W-P-�ion — °SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME CUPERTIN4 AY�PrP�OVED GALLONS RATING Case # R - 020-006 PPc 1 i u ? er(s) Approval Body: rec oT/staff 9 5 6' - 8' LOW Pittosporum tobira Approva I Date 05/27/20 Signature Eller YaV-.,,_, _,j Case anager RC 12 1 4' - 6' LOW Rhaphiolepis minor India Hawthorne N 13 1 3' - 6' LOW Nandina Gulf Stream Heavenly Bamboo DV 11 1 4' - 6' LOW Dietes irridioides Fortnight Lily LB 18 1 4' - 6' LOW Lomandra Breeze BF 5 1 3' - 6' LOW Bulbine frutescens - yellow or orange 0 3 1 3' - 6' LOW Osteospermum fruticosum - white LY 6 1 3' - 6' LOW Lantana Dwarf Yellow Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board Plant quantities are for planning purposes only. Contractor to install all plants shown on plan and verify plant count. WATER EFFICIENT COMPLIANCE CHECKLIST NOTES - TURF, PLANTING, SOIL MANAGEMENT Landscape Site Legend 1❑ Driveway Paving - Natural gray color, medium broom finish concrete Install score joints and expansion joints to control cracking. ❑2 Front yard walkways - Use same paving as driveway ❑3 Paving for walkways and patios in the side and rear yards. natural gray color concrete.with no color added and score joints ® Concrete landings ❑5 Replace any 6 foot high wood fence that is not in good condition. Install new 3 foot wide gates with galv. hardware © Tree protection fence - see "Tree Protection During Construction" notes on sheet L1 (this sheet) 1 THERE IS TURF LAWN SPECIFIED FOR THE LANDSCAPE 2 AT LEAST 80% OF NON -TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED BY A SEPARATE GROUP OF VALVES 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND ANALYSIS FROM A SOIL LAB (HIGHLY RECOMMENDED) 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. OWNER TO APPROVE CHOICE OF MULCH PRIOR TO SIGNING INSTALLATION CONTRACT 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES 7 SEE SHEETS L3 AND L4 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS 11 THERE IS 3350 SF OF PLANTING IN THE FRONT AND IN THE REAR YARD 12 ALL SHRUBS AND GROUND COVERS TO BE DRIP IRRIGATED. SEE THE IRRIGATION PLAN 13 THIS IS A ONE STORY HOUSE AND NO PRIVACY SCREENING IS NOT REQUIRED 14 THERE ARE ALREADY 3 EXISTING STREET TREES THAT WILL REMAIN. THERE IS NO NEED TO INSTALL ANOTHER ONE TREE PROTECTION DURING CONSTRUCTION. PROTECTED TREES DESIGNATED FOR PRESERVATION SHALL BE PROTECTED DURING DEVELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE FOLLOWING, WHICH MAY BE MODIFIED BY THE PLANNING DIRECTOR: A. PROTECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE TRUNK THAN ONE FOOT FURTHER OUT THAN THE DRIPLINE, AND FAR ENOUGH FROM THE TRUNK TO PROTECT THE INTEGRITY OF THE TREE. THE FENCE SHALL BE A MINIMUM OF SIX FEET IN HEIGHT AND SHALL BE SET SECURELY IN PLACE. THE FENCE SHALL BE CHAINLINK WITH 2" DIA. STEEL POSTS MIN. 10' O.C. TO ALLOW VISIBILITY TO THE TRUNK FOR INSPECTIONS AND SAFETY. THERE SHALL BE NO STORAGE OF ANY KIND WITHIN THE PROTECTIVE FENCING. B. THE EXISTING GRADE LEVEL AROUND A TREE SHALL NORMALLY BE MAINTAINED OUT TO THE DRIPLINE OF THE TREE. ALTERNATE GRADE LEVELS MAY BE APPROVED BY THE PLANNING DIRECTOR AND PROJECT ARBORIST. C. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. D. NO SIGNS, WIRES, OR ANY OTHER OBJECT SHALL BE ATTACHED TO THE TREE. E. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL CODE Remove (E) 6" Holly Trees PROPERTY LINE 1 F(E) WOOD FENCE 6' HIGH 5 S.89°59'00"E. � 87it N.00' 0 -0/H UTIL 0/H UTIL UPT HYZ 3 0 L 0/H UTIL 0/H-UTIL L 0/ UTIL UTI TIL PT HYZ 3 LY LY LY RC Remove HYZ 1 LAWN (E) 4" Lemon 1 DV �� 2 HYZ 1 YZ 1 DV DV. LY LY. LY � �' � RC — — — HYZ 4 onc. . (E) 3mLemon 5 Remove a Path 3 W W W RC PT (E) 7" Crape Myrtle 0 00 --HYZ 1 a Conc. a athc' 3❑ PROPERTY LINE a L, Patio (E) WOOD FENCE 6' HIGH a ° a PT a a 4 Q a Remove (E) Privet, Camellia Azalea DOD DRIVE JSE kPT Q0 06 CD PT PT PT HYZ 1 PT Remove (E) 3" Japanese Maple PROPOSE 1-STORY RESIDENCE Remove (E) 6'' Crabapple Ne Remove (E) 10" Grecian Laurel UTIL 0/H UTIL- - PROPERTY L I NE (E) WOOD FENOE 6 HIGH N a H Z1 0 Conc. Path _ a H Z 1 u 74 Remove o(E) 26" Magnolia GARAGE N O Remove o GM o 3 (E) 7" Crabapple N 5 FHYZ 1 N 0 D DV --2 Porch 5 O z � ® L' z ------1 — — — — — — _ C) Gate H N RC RC DV DV DV DV Conc. Path Conc. Driveway 1 6 LB Z 1 LB 1❑ HYZ 1 LB LB _ C W (:D LB LAWN � � � � LB LB LB � (E) Flowering HYZ 2 © 15x30� Plum Lg v . HYZ 4, LB Conc. LB Lg to remain RC I I Pads C O a (E) $11 L mon 6 LB LB LB LB -- a 6 HYZ 1 looks sic RC O HYZ 1 J -- RC HYZ 1 LB BF BF BF (BF) �13F LB LB LB -- -- -- -- S.89°58'00"E. 87.00' (E) Sidewalk / HYZ 2\ HYZ 2 HYZ 2 (E) 3" Crape / Myrtle Save and clean up existing rock or replace with river rock Install weed fabric if none exists Hydrozone HYDROZONE - Summary DESCRIPTION GPM SQ.FT. % OF TOTAL VALVES HYZ 1 1 - 1,3.6 DRIP, LOW WATER SHRUBS 3.9 2456 73% HYZ 2 2-7 DRIP, LOW WATER TREE 1.7 125 4% HYZ 3 3-4 DRIP, MED WATER TREE 1.4 175 5% HYZ 4 4-2,5 SPRAY,HIGH WATER,LAWN 6.1 594 18% TOTALS 3350 100% (E) 5" Crape Myrtle (E) 5" Crape Myrtle OUT Water Meter "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied them for the efficient use of water in the landscape design plan" 6(�� 1s Gregory Lewis - Landscape Architect Lic. #2176 4/24/20 Planting Plan I I 1/8 11= 11_0„ 0' 8' 16' Revision ti N U W co 6 2 0 Q W a "' `) U Cl) L rn o Z Q J N U a � � co � s= W L0 � O Y a O W co ti 9 �ANDSCA q No. 2176 a� 4/30/2022 4 0 Q qTF �F CA�� Q U O W � U� � U i 0 cry � � o O � O Z �O Date 3/10/20 Scale As Noted Drawn Greg Job Sheet L I of 5 Communi y Developkri afiea Notes Planning DivisioW_AJ1 HeFrIFFNIENT LANDSCAPE CHECKLIST - IRRIGATION CUPERTIN4 APPROVED THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND UTILIZES A Case # RM-2020-006 RAIN SENSOR pplicationNum2E (s) THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE Approval Body: rector / Staff PRIMARY POWER SOURCE IS INTERRUPTED Approval Date 05/27/20 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE Signature Eller Yau DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE Case Manager RANGE 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC 802-2014''LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD''. ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 SQ.FT. OF LANDSCAPE AREA -this project has less than 5000 sq.ft. of planting area 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS LAWN. ADDITIONAL NOTES 8 SEE SHEET L3 AND L4 FOR DETAILS AND SPECIFICATIONS 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 60 P.S.I. AT THE POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW THRU THE VALVES WITH MORE FLOW). IF PRESSURE EXCEEDS 75 PSI AT POINT OF CONNECTION INSTALL A WILKINS 600 1" PRESSURE REGULATOR. THIS SITE HAS APPROX. 65 PSI. STATIC PRESSURE 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER POSSIBLE. 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE OR AS SHOWN ON THE PLAN. INSTALL 3/4'' TEE AND A 1" BALL VALVE AND RUN 1" SCH 40 PVC TO VALVE LOCATIONS. KEEP ANTI SIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6'' TO 12'' ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF PATHS. 12 MAKE PROVISIONS TO ADD AN ENOUGH EXTRA CONTROL WIRE SO THAT ONE VALVE COULD BE ADDED AT EACH VALVE GROUPING IN THE FUTURE 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR NEW PLANTINGS AND MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT 14 IRRIGATION RUN TIMES TO BE BETWEEN 8:00 PM and 10:00 AM UNLESS UNFAVORABLE WEATHER PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY Irrigation Legend KEY MANUF. MANUF. # DESCRIPTION D 1—C] Hunter PC-7 6 station controller with enough modules for 7 stations L3 exterior wall mount with multi le p programing, cycle start, and calender program Hunter SOLARSYNC Install Wireless Solarsync weather sensor in sunny location that receives rain System will adjust valve run times according to weather Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 pressure regulator, and adaptor to drip tubing Hunter PGV-ASV 075 3/4" antisiphon valve for spray sprinklers - no filter or press, reg. required Run 1" Sch 40 PVC pressure line from point of connection to valves 1" manual brass ball valves Toro Toro 0-15 0-12 3/4" 1" PL NP _ W —0— L3 3 15' Precision Series Nozzle on 6" pop up 30 psi pressure regulating body 12' Precision Series Nozzle on 6" pop up 30 psi pressure regulating body Nonpressure line - Sch 40 PVC 3/4" unless noted for larger size - 12" of cover Pressure line - Sch 40 PVC : 1" unless noted for smaller size - 18" of cover LINES UNDER PAVING Pressure line - 1" Sch 40 PVC 24'' deep Non Pressure line 3/4" Sch 40 PVC 24" deep Elec. control wire conduit 1-1 /4" gray Sch 40 PVC 24" deep 3/4" PE drip tubing with compression fittings - see drip notes 3/4" PE drip tubing at trees - see drip notes Lines under paving to be in sleeve 2x size of line Drip Irrigation Notes 1) SECURE LARGER 3/4" DRIP TUBING V BELOW GRADE WITH 7" OR 11" U-SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE LENGTH OF SMALLER 1 /4'' TUBING. SECURE EMITTERS ON 3/4'' TUBING AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1 /4'' TUBING FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ON 1 /4'' TUBING AT 12'' ON CENTER AND COVER TUBING WITH 1" OF SOIL PLUS MULCH. 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER THE ROOTBALL. 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT 1 /4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. EMITTER SCHEDULE: TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) 0, LY THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,LB,RC,N,BF FOUR 1 GPH EMITTERS AT LARGE SHRUBS PT 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 CANOPY —0/11 UTIL 0/H UTIL— Remove (E) 4" Lemon Remove - (E) 3'' Lemon PROPERTY LINE (E) WOOD FENCE 6 HIGH Remove (E) Privet, Camellia Azalea DOD DRIVE JSE Remove (E) 7" Crabapple (E) Flowering Plum to remain J Q0 00 0 LLJ 0 0 0 O z Remove (E) 6" Holly Trees S.8905900E. PROPERTY LINE (E) WOOD FENCE 6 HIGH 87.00' UTIL- ' LAWN ----------------------------------------� ------ — onc. 2 35 Remove Path t rape Myrtle I 1 2 1.5 1.0 (E) 7" CL-- Lawn HYZ 4 =711 3 35 ow 1 Conc. Conc. Path 1.4 drip I Shrubs Patio 1 4 35 HYZ 3 1.4 drip Med Trees I (E) 3" Crape Remove (E) 3" Japanese Maple 5 T35 J Lawn 4.6 1.0 HYZ 4 6 35 1 Low ZLIdJ Shrub HYZ 1 7 35IIILow 1.7 drip Trees HYZ 2 Remove (E) 26" Magnolia LAWN PROPOSE 1—STORY RESIDENCE Verify controller location with owner Run sleeve under paving to planter Point of connection for irrigation where new water line enters house Install pressure line under paving to planter area Porch Conc.lPath Conc. Pads Remove (E) 6'' Crabapple Remove (E) 10" Grecian Laurel GARAGE Conc. Driveway iNP S.89058'i00E. ! NP 7.00' :(E) Sidewalk • NP Myrtle Save and clean up existing rock or replace with river rock Install weed fabric if none exists (E) 5" Crape Myrtle "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied them for the efficient use of water in the irrigation design planIf �' Luis Gregory Lewis -Landscape Architect Lic. #2176 3/10/20 (E) 5" Crape Myrtle Conc. Path W1 I Gate LML 0/H UnL- - PROPERTY LINE (E) WOOD FENCE 6 HIGH IMS HYZ 1 1 35 .7 drip Low W Shrub O O N O O O z s� Irrigation Plan "m 0' 8' 16 (E) 8" Lemon looks sick Water Meter I>1 Ill Revision ti N U Lu CD 6' 2 U 0 M co LJ a c' `o U C o 0 Z 0' U U) Q J N ` a U U � `2 M ;= co J > 0� O Y a U Lu ti No. 2176 4/30/2022 3 U 2020 qTF OF CA�� Q U O W -I-.— U(D � U 0 cry � O O � 1-O Date 3/10/20 Scale As Noted Drawn Greg Job Sheet L2 of 5 Communi y Development Department Planning Division — Cupertino CUPERTIN4 APPROVED Case # RM-2020-006 pplication Number(s) Approva I Body: D irector / Staff Approva I Date 05/27/20 Signature Elle Yau Case Manager 3" deep gra 2" cleara Manual Gate Valve No Scale Lliffimp Trenches/Lines No Scale Use bolt on lid Mark lid with "Irrig. Gate Valve" Gate valve or water meter some size as pressure line PVC Male Adapter M Mlpt x Slip ___,,Sch 40 PVC pressure line - Bricks under valve box corners Mulch Lateral - nonpressure line 12" cover Main - pressure line - 18" cover OF direct burial wire 24 V - tape and bundle wire every 10 feet Use 6" deep sand bedding and 6" deep sand backfill in rocky soils Snake lines in all trenches Vehicle paving All lines to have min. 24" cover under vehicle paving with 6" compacted sand bedding and compacted sand backfill Provide minimum 3" clearance between lines Valves for spray sprinklers do not require filter and regulator Combination atmospheric vacuum breaker/ control valve with flow control and with or without auto. control as noted on plans Filter Regulator To sprinklers Water proof connectors such as DBI Bottom of antisiphon valve minimum 6" above highest downstream sprinkler or emitter Sch 80 PVC risers Sch 40 PVC pressure line and OF direct burial control wires as per specs. Auto. Antisiphon Valve with Filter and Regulator for Drip No Scale Install as per local code and manuf. instructions - Secure controller to wall with suitable anchors as approved by inspector troller - see legend on irrig. plan Cher proof 120 V junction box -rical conduit and wire from source of power -rical conduit for 24 volt conductors f exterior conduit to match building wall. nize appearance of conduit visible on wall. .p ells 'ect burial wires This controller will be installed outside Wall Mount Controller No Scale Use bolt on lid -W Mark lid with ''Drip Flush Valve'' ArborTie nailed to stake Flush Valve 2" dia. Lodge Pole or equivalent - 18" in solid ground placed outside rootball III and plumb ArborTie nailed to stake Li I Mulch (Y deep) pulled 3 inches away I Q I I Top trunk PE drip tubing buried 1 "deep = C�'�' _ To of rootball to be 2 inches above surrounding soil level Run next to rootball of each plant = — Temporary See drip irrig. notes 4" high berm for water basin at edge of Space emitters evenly around plant 6" deep gravel root ball on top of and at edge of root ball Use as little 1 /4" tubing as possible Agriform Plant Tablets 21 gram Drip Emitter and Flush Valve E _ Backfill-native soil No Scale — — Plant pit to be 3 times wider than the plant IIII I container - it's not shown to scale on dwg See plan for distance from paving and building Sch 80 nipple Hunter 12" swing joint to allow height of sprinkler to be adjusted and to protect lateral line Pop -Up Sprinkler No Scale Top of head flush with grade PVC tee or ell on lateral line 1 i 8 - 12 hours before installation, water all plants while still in containers sufficiently to thoroughly wet root balls 2) Dig hole at least 2" less deep than the container and 3 times wider than the diameter of the container the plants were delivered in. 3) Gouge holes in the side of the plant pit - 2 holes per sq. ft. of wall surface 4) Remove rootball carefully from container with support from below. Sever any circling roots (3/16"dia. or greater) with sharp knife. Do not pull roots apart. The severing of large roofs will encourage new roots at the cuts. Install enough backfill under root ball so top of rootball ends up 2" above grade of surrounding soil when it settles. Install some of fertilizer packets under root ball. 5) Fill around rootball with backfill mix to 1 /2 its height and pack soil as you fill with shovel handle or feet being careful not to disturb root ball 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole (5 tablets per 15 gal. or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole with backfill and pack it. 7) Water tree thoroughly by filling the basin and allowing the water to percolate in, doing this 3 times or more until root ball and backfill is wet 8) Install stakes such that the stakes and the tree ties won't damage the tree and the stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below branches that could be rubbed by stakes. Install stakes so they are straight up and don't lean in to each other Tree Plantin No Scale Mulch 3" deep) pulled 2 inches away from stems Temporary 4" high berm for water basin at edge of root ball Slow release Agriform plant tablets IIII 1 gal plant - 2 tablets per plant 5 gal plant - 3 tablets per plant 15 gal plant - 6 tablets per plant Backfill - native soil Native soil dug out 2 times depth of container Plant pit at least 3 times diameter of container 1) 8 - 12 hours before installation, water all plants while still in containers sufficiently to thoroughly wet root balls 2) Dig the plant hole at least 3 times the dia. and 2 times the depth of the plant container. 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be such that when the plant is installed and settled it will be slightly above grade of existing soil. Fill hole with water. 4) Remove rootball carefully from container by tapping out, not pulling out by the stem. Scarify rootball walls in 3 vertical cuts and bottom to 1 /2" deep, or by cutting roots of 1 /2" or larger with shears. Do not pull roofs apart. 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and fill hole to 1 /2 the depth, tamping soil around rootball. Fill hole with water. 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. 7) Make the water basin. 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the water to percolate in, doing this 3 times or more until root ball and backfill is wet 9) Install mulch Shrub Planting No Scale Details Revision U CD LU H o M _M LU Q °' m �o U W Q N �U)1 7 V Z Qa v a) (Z U J U) U) CU U� cZ �: J L co a O CD C0 LU (D No. 2176 � � Mewls 44 m0�2 qTF OF CA�� U O W � � U O O � 4� �O Date 3/10/20 Scale As Noted Drawn Greg Job Sheet L3 5 of Communi y Development 9Lq,R§At_PrMtb1TIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION Planning Division - Cupertino CUPERTIN4 APPROVED 1.1 QUALITY ASSURANCE: A. Use adequate numbers of skilled workmen who are thoroughly trained and Case # RM-2020-006experienced in the necessary crafts and who are completely familiar with the pplicafion Number(s) specified requirements and the methods needed for proper performance of the work of Approval Body: rector / Staff this section. Approval Date 05/27/20 B. It is the Contractor's responsibility to verify all information contained in The plans and specifications and to notify the Architect of any discrepancy prior Signature Elle� Yau " , 4--i. p-^ducts or commencing with the work. Case Manager C. Check and verify dimensions, reporting any variations to the Architect before proceeding with the work. 1.2 CONTRACTOR COORDINATION A. It is the responsibility of the Landscape Contractor to familiarize himself with all grade differences, location of walls, retaining walls, etc., and to coordinate work with the General Contractor. 1.3 DIMENSIONS AND SCALE A. Dimensions are to take precedence over scale at all times. Large scale details are to take precedence over those at small scale. Dimensions shown on plans shall be adhered to insofar as it is possible, and no deviation from such dimensions shall be made except with the consent of the Architect. The Contractor shall verify all dimensions at the site and shall be solely responsible for same or deviations from same. 1.4 LAWS AND REGULATIONS A. The Contractor shall conform to and abide by all city, county, state and federal building, labor and sanitary laws, ordinances, rules, and regulations. 1.5 LICENSES AND PERMITS A. The Contractor shall give all notices and procure and pay for all permits and licenses that may be required to complete the work. 1.6 SUBMITTALS A. At the request of the owner or the Landscape Architect, submit manufacturer's and/or supplier's specifications and other data needed to prove compliance with the specified requirements including certificates stating quantity, type, composition, weight, and origin of all amendments, chemicals, import soil, planter mix, plants, and irrigation equipment used on the site. 1.7 PRODUCT SUBSTITUTIONS A. Any product substitutions shall be requested in writing. The Landscape Architect must approve or refuse any substitutions in writing. Lack of written approval will mean the substitution is not approved. Any difference in cost to the Contractor of a less expensive substitution shall be credited to the Owner's 1.8 ERRORS AND OMISSIONS A. The Contractor shall not take advantage of any unintentional error or omission in the drawings or specifications. He will be expected to furnish all necessary materials and labor that are necessary to make a complete job to the true intent and meaning of these specifications. Should there be discrepancies in the drawings or specifications, the contractor shall immediately call the attention of the Architect to same and shall receive the complete instructions in writing. 1.9 INSPECTIONS/REVIEWS DEFINITION A. Inspection or observation as used in these specifications means visual observation of materials, equipment, or construction work on an intermittent basis to determine that the work is in substantial conformance with the contract documents and the design intent. Such inspection or observation does not constitute acceptance of the work nor shall it be construed to relieve the contractor in any way from his responsibility for the means and methods of construction or for safety on the construction site. Inspection or observation will be done by the Landscape Architect only if requested by the owner in writing. This service will require a written contract for additional fees. LANDSCAPE IRRIGATION PART 1 - GENERAL 1.1 WORK INCLUDED A. The work includes but is not necessarily limited to the furnishing of all materials, equipments, and labor required to install a complete irrigation system. 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor in writing to be free from defects in material and workmanship for a period of one year from acceptance of the work. The guarantee shall include repair of any trench settlement occurring within the guarantee period, including related damage to paving, landscaping, or improvements of any kind. 1.3 REVIEWS A. Request the following reviews prior to progressing with the work: (1) Layout of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all heads, valve boxes and operation of system. 1.4 WATER PRESSURE A. Verify the existence of the minimum acceptable volume of water at the minimum acceptable dynamic pressure as per plan at the point of connection at the earliest opportunity, reporting insufficient volume and/or pressure to the Landscape Architect. Contractor is responsible for cost of installation of pressure regulator if pressure exceeds 80 psi. 1.5 UTILITIES A. Verify the location of all existing utilities and services in the line of work before excavating. Take all precautionary measures necessary to avoid damaging 1.6 ELECTRICAL CONNECTION A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by others) at location noted on plan for installation of controller. PART 2 - PRODUCTS 2.1 PIPE A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, type 1-11 fittings bearing the seal of the National Sanitation Foundation, and complying with ASTM D2466 for pressure line and also for any water lines under asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger pipe is specified in the irrigation legend. For joining, use a solvent complying with ASTM D2466 and recommended by the manufacturer of the approved pipe. Pipe is to be continuously and permanently marked with the manufacturer's name, pipe size, schedule number, type of material, and code number. B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, Schedule 40, threaded, coupled, and hot -dip galvanized. Use 150 lb. rated galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below grade with 2" wide, 10 mil. plastic wrapping tape (#50 Scotch wrap or equal). C. Drip tubing is to be as noted on plans. Use compression fittings. 2.2 CONTROL WIRE A. Use type OF direct burial wire minimum size #14, copper, U.L. approved for irrigation control use for runs of 1000 feet or less. For longer runs consult with Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type wire connectors at splices. No underground splices will be allowed without a splice box. 2.3 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which the work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.2 EXCAVATION A. Trenches may be excavated either by hand or machine, but shall not be wider than is necessary to lay the pipes. Care should be taken to avoid damage to existing water lines, utility lines, and roots of plants to be saved. B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from controllers to remote control valves. 3. Twelve (12) inches for lateral distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. C. Under existing paving, piping may be installed by jacking, boring, or hydraulic driving except that no hydraulic driving will be permitted under asphalt concrete pavement (most pipes and sleeves under A.C. paving are to be installed prior to installation of the paving). Where cutting or breaking of existing pavement is necessary, secure permission from the Architect before cutting or breaking the pavement, and then make necessary repairs and replacements to the approval of the Architect and at no additional cost to the Owner. 3.3 INSTALLATION OF PIPE A. Handling and assembly of pipe, fittings, and accessories shall be by skilled tradesmen using methods and tools approved by the manufacturers of the pipe and equipment and exercising care to prevent damage to the materials or equipment. B. Metal pipe threads shall be sound, clean cut, and cored to full inside diameter. Threaded joints shall be made up with the best quality pure joint compound carefully and smoothly placed on the male threads only throughout the system. C. On plastic threaded connections use the sealer recommended by the manufacturer of the plastic valve or fitting. Do not use paste sealer products on plastic valves. Tighten plastic threaded connections with light wrench pressure only. D. Connections and controls shall be functionally as shown on the drawings, but physically shall be the most direct and convenient method while imposing the least hydraulic friction. Install lines in planting areas whenever possible. E. Thread male PVC connections into metal female connections rather than the opposite. F. Interior of pipe fittings, and accessories shall be kept clean at all times, and all openings in piping runs shall be closed at the end of each days work or otherwise as necessary to prevent the entry of foreign materials. Bending of galvanized steel pipe will not be permitted. Install plastic pipe with the markings turned up to be seen from above until the pipe is buried. "Snake" the pipe in the trenches so that there will be a small amount of excess length in the line to compensate for contraction and expansion of the pipe. G. Place backfill in 6" layers such that there will be no settling. The top 6" of soil is to be the top soil and soil amendment mixture. All backfill shall be free of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain approval of the owner's representative before backfilling joints. 3.4 INSTALLATION OF EQUIPMENT A. Flush lines clean prior to installation of valves, sprinkler heads, or hose bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose bibs, and other equipment as per the Irrigation Plan and details. 3.5 ELECTRICAL WORK A. The line voltage work shall consist of connecting the controller to the nearest available 115 volt supply. The line voltage connection shall be in conduit, in accordance with local electrical code. Controllers mounted inside buildings can be plugged into outlets. The low voltage work shall include all necessary wiring from the controller to the automatic sprinkler valves, installed in accordance with the manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) inches long shall be provided at each automatic valve. Appropriate expansion loops shall be provided throughout the system to assure that no wiring will be under stress. B. All splices and connections on the 24 volt system shall be made using 3M DBY Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. C. Wiring, wherever possible, shall be placed in the same trench with, and alongside of, the irrigation main water line. Tape and bundle wire every ten feet. All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe sleeves prior to paving operations. D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation wire. Unless noted differently on the plan, common grounds shall be white, size #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape Architect for wire size. Under no circumstances, on multiple controller installations, will a single common ground, shared by each controller, be permitted. Each controller shall have its own separate common ground wire. 3.6 TESTING A. All testing shall be done in the presence of the Owner's Representative. Center -load all pipelines with clean soil approximately every four feet to resist hydraulic pressures, but leave fittings exposed for inspection. Piping under paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge on lines to be tested. All valves shown on Plans shall be in place and shall be in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 P.S.I. If available static water pressure is under 100 P.S.I., provide suitable pump for tests. Fill pipelines slowly to avoid pipe damage, and bleed all air from lines as they are being filled. After closing valve at water source, mains shall hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected to have minor seepage at multiple swing joint assemblies. Major leaks are not acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal any piping or assembly flaws. The laterals are not expected to hold gauge pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to the "off" position, as appropriate. Repair any flaws discovered in mains or laterals, then retest in same fashion as outlined in presence of the Landscape Architect until all lines have been approved. Provide required testing equipment and personnel. 3.7 SYSTEM ADJUSTMENT A. The entire sprinkler system shall be properly adjusted before final acceptance. Adjustments shall include but not necessarily be limited to: (1) Adjustment of arc and distance control devices on sprinklers, including changing nozzle sizes if necessary to assure proper coverage of planted areas. (2) Relocation or addition of sprinkler heads if necessary to properly cover planted areas, without causing excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of automatic valves as necessary to operate sprinklers at manufacturer's recommended pressure. (4) Adjustment and testing of all automatic control devices to assure their proper function, both automatically and manually. (5) Installation of pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads even if pop -ups are not shown on the plan. (6) Installation of check valves to keep sprinkler head drainage from eroding landscape areas, wasting water, or creating soggy spots in the landscaping. 3.8 AS -BUILT DRAWINGS AND INSTRUCTION A. Regularly update a print of the system noting any changes which are made by dimensioning features below grade from surface features with at least two dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints marked to show changes during construction. The most important features to mark on the plan are valves, pressure lines, wires, and hose bibs. B. After the system has been completed, inspected, and approved, instruct the Owner's maintenance personnel in the operation and maintenance of the system. Give the Owner completed warranty cards for the irrigation equipment and keys to controllers and hose bibs. SOIL PREPARATION AND PLANTING PART 1 - GENERAL 1.1 DESCRIPTION A. The work includes, but is not necessarily limited to, the furnishing of all materials, equipment, and labor required to do the installation and complete placement of topsoil, fine grading, soil conditioning, and planting. 1.2 QUALITY ASSURANCE A. Plant Identification and Quality 1. Plants are to be true to name, with one of each bundle or lot tagged with the name of the plants in accordance with standards of practice of the American Association of Nurserymen. In all cases, botanical names take precedence over common names. 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, eggs, larvae, excessive abrasions, sun scalds, or other objectionable disfigurements, and shall conform to the standards as outlined by the California Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". All plants shall have normal well developed branch system, and vigorous, fibrous root systems which are not root bound. Ground cover plants (rooted cuttings) shall have well developed root systems and be kept moist prior to and during installation. Plants shall be nursery grown and of size indicated on Drawings. All plants not conforming to those requirements will be considered defective, removed from the site and replaced with acceptable new plants at the Contractor's expense. 3. Sod shall have a well developed root system. Yellowing, brown, diseased, dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within 72 hours of delivery to the site. Sod is to be delivered to the site within 24 hours after being harvested and installed immediately after being delivered. Sod shall not be stored on the site overnight. Any sod delivered to the site that cannot be installed the some day shall be removed and not used on the site. 4. Ground cover is to have well developed roots and foliage. It is to be grown in P 9 and delivered to the site in flats. 1.3 SUBMITTALS A. Provide the results of lab tests done on representative samples of existing soils and imported soils to be used for the top 12" or more of landscape area. Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab personnel. Soil samples are to be tested for: 1. Particle size distribution (clay, silt, sand). 2. Agricultural suitability including any excess problems; i.e., salinity calcium magnesium), boron sodium H level. 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, magnesium, copper, zinc, and boron. 4. Chemicals and/or poisons that would hinder plant growth. The owner is to decide if tests for poisons will be done since there is a small chance that any exist and the cost of testing for them is expensive and difficult. An interpretation of the test results and their affect on plant performance done by the lab staff or an approved horticultural consultant should be included in the report. The Owner is responsible for the cost of initial testing and for any additional chemicals and amendments that are required that are not already included in the Specifications or Drawings. Soils tests must be done as soon as possible and prior to ordering or installing soil amendments or plant materials. Plant selections and soil amendment specifications are subject to change depending on the results of the soil tests. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise bid when results of soil fertility tests are obtained. 1.4 GUARANTEE A. Trees shall be guaranteed 1 year - all other plant material 120 days following final acceptance. Any plant material needing replacement because of weakness or probability of dying will be replaced with material of similar type and size to that of the surrounding area. The replacement plants will have the same guarantee as the original plants or trees, starting the day of their replacement. The Contractor is not responsible for losses due to vandalism if he has taken reasonable measures for protection of the plants. 1.5 PRODUCT HANDLING A. Protect plants before and during installation, maintaining them in a healthy condition. Application(s) of anti-dessicant may be required to minimize damage. The Contractor is responsible for vandalism, theft, or damage to plant material until commencement of the maintenance period. 1.6 REVIEWS A. Request the following reviews by the Owner's Representative at least three (3) days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil test (3) Verification of incorporation depths (4) Finish grade (5) Plant material quality approval (6) Plant material layout (7) Plant pit sizes (prior to planting plants) (8) Preliminary inspection (9) Final inspection (5 day advance notice required) PART 2 - PRODUCTS 2.1 TOPSOIL A. Native topsoil or import landscape soil 2.2 NATIVE TOPSOIL A. Native soil on site without admixture of subsoil, free from rocks over two cubic inches, debris, and other deleterious material. Native topsoil is to be stripped, stockpiled, and reinstalled. 2.3 IMPORT LANDSCAPE SOIL A. Import landscape soil must be tested and meet the following specification: 1. TEXTURE: Sandy loam to loam 2. GRADING: SEIVE SIZE PERCENT PASSING SIEVE 25.4 mm (1") 95 - 100 9.51 mm (3/8") 85 - 100 53 Micron (270 mesh) 10 - 30 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: a. Salinity: Saturation Extract Conductivity (ECe x 103 ® 25 degree C.) Less than 4.0 b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 c. Boron: Saturation Extract Concentration Less than 1.0 PPM d. Reaction: pH of Saturated Paste: 5.5 - 7.5 e. Lime: less than 3% by weight 4. PESTS: a. The population of any single species of plant pathogenic nematode: fewer than 500 per pint of soil. 5. ORGANIC MATTER a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. Soil is to have less than 30% organic matter at 0 to 18 inches in depth Organic matter to be less than 1" dia. Do not use mushroom compost. No noxious weeds are allowed. 6. FERTILITY CONSIDERATIONS: a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, potassium, calcium, and magnesium to support normal plant growth. In the event of nutrient inadequacies, provisions shall be made to add required materials to overcome inadequacies prior to planting. 7. COMPACTION a. Compact the soil enough so it doesn't settle more when walked on and not significantly over time where the flow of drainage will be affected or soil needs to be added. Don't over compact or work soil when it has too much moisture. Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. 2.4 ORGANIC SOIL AMENDMENT A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the supplier, and contains a wetting agent. Also see note on planting plan 2.5 ORGANIC MULCH A. See Planting Plan 2.6 PLANTER SOIL MIX A. See Planting Plan and Details. 2.7 BACKFILL FOR PLANT PITS A. For native soils with 50% or more clay content - 75% topsoil and 25% organic amendment thoroughly mixed and incorporated together with no topsoil clods larger than 1/2" diameter. In heavy clay soils or other soils with large clods this will require mixing the backfill in a stockpile at the site or at the supplier. For soils with less clay content amend only the top 8" of the plant pit backfill as per the soils lab recommendations. 2.8 FERTILIZER A. Fertilizer needs and amounts will be based on the results of the soil test B. Sod lawn areas (there is no lawn on the plan) 2.9 PLANT MATERIAL SUBSTITUTES A. Substitutes will not be permitted except when proof is submitted that plants specified are not available and then only upon approval of the Landscape Architect and Owner. 2.10 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Landscape Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which the work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of all weeds and debris prior to any soil preparation or grading work. Weeds and debris shall be disposed of off the site. C. Contaminated Soil - Do not perform any soil preparation work in areas where soil is contaminated with cement, plaster, paint or other construction debris. Bring such areas to the attention of the Owner's Representative and do not proceed until the contaminated soil is removed and replaced. D. Moisture Content - Soil shall not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in the air or that clods will not break readily. Water shall be applied, if necessary, to bring soil to an optimum moisture content for tilling and planting. 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT A. Request a review by the Owner's Representative to verify specified limits and grades of work completed to date before starting soil preparation work. Place topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise on the Plans. (Topsoil may already exist in the planting areas). Integrate topsoil layer into subsoil or existing compacted topsoil layer by ripping. Complete rough grading as necessary to round top and toe of all slopes, providing naturalized contouring to integrate newly graded area with the existing topography. Verify that rough grading is completed in accordance with civil engineering drawings and/or any landscape grading drawings. Break through any compacted layers of subgrade material (sometimes left from building or paving pad compaction) that will not allow water in planting areas to percolate through, causing a boggy, over saturated soil condition. You may have to use a backhoe or rotohammers to break up and turn soil to a minimum depth of 12". If proposed planters are in areas of existing paving or boserock, remove at least 12" of material and bring in top soil up to grade required by grading plan. Rough grading in planting areas is to be such that when amendment is incorporated and the mulch is installed, the grade will be +- 1" to finish grade. B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in the amounts recommended by the soils lab over all planting areas unless noted otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement and regrade to establish elevations and slopes indicated on Drawings. 3.3 FINISH GRADING A. The Contractor shall make himself familiar with the site and grading plans and do finished grading in conformance with said Plans and as herein specified. B. Grades not otherwise indicated shall be uniform levels or slopes between points where elevations are given or between points established by walks, paving, curbs, or catch basins. Finish grades shall be smooth, even, and on a uniform plane with no abrupt changes of surface. Minor adjustments of finish grades shall be made at the direction of the Landscape Architect, if required. C. All grades shall provide for natural runoff of water without low spots or pockets. Flowline grades shall be accurately set and shall be not less than 2% gradient wherever possible. Grades shall slope away from building foundations unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. 3.5 MULCHING A. Recultivate soils compacted by planting or other operations and smooth the soil areas prior to applying mulch. Mulch all planting areas to a depth as noted on plans. This depth should be as per the plans even after being settled and stepped on 30 days after installation. Water lightly to settle mulch. Do not bury ground cover with mulch. Place and settle mulch in such a way that it does not get washed onto paving or block drain swales or inlets. 3.6 WEED CONTROL A. The Contractor is responsible for pre -emergent weed control. Follow the manufacturer's directions. The Contractor is responsible for the replacement of any plants (other than weeds) that are hurt or killed due to the misuse of weed control products or use of the wrong product. Clay soils can increase the affect of certain pre-emergents. Adjust the application rate accordingly. Some owners may prefer hand weeding to chemical weed control although it is usually more expensive. 3.7 MAINTENANCE A. Maintenance shall begin immediately after each plant is installed. B. Maintenance will include: 1. Continuous operations of watering, weeding, cultivating, fertilizing, spraying, insect, pest, fungus, and rodent control, and any other operations to assure good normal growth. 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, herein specified, furnish and apply any additional fertilizers necessary to maintain plantings in a healthy, green vigorous growing condition during the maintenance period. 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free from debris at all times and shall be cultivated and weeded at no more than 10-day intervals. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by the use of approved insecticides and fungicides. Moles, gophers, and other rodents shall be controlled by traps, approved pellets inserted by probe gun, or other approved means. 5. Protection: Work under this Section shall include complete responsibility for maintaining adequate protection for all areas. Any damaged areas shall be repaired at no additional expense to the Owner. P 6. Replacements: Immediately replace any plant materials that die or are damaged. Replacements shall be made to the Specifications as required for original plantings. 7. Hand Watering: Even when planting areas are watered with automatic irrigation, the soil surrounding the plant pits can be moist while the sawdust/sand root ball is dry. This can cause the plants to deteriorate or not grow (even during the winter). The plants will do best (especially during the hot season) if they are hand watered deeply until their roots grow out into the surrounding soil. 3.8 PRELIMINARY INSPECTION A. As soon as all the planting is installed, the Contractor will request the Owner's Representative (in writing) to make a preliminary inspection. The 30 calendar day maintenance period will start when the work is approved. Replacement and/or repairs may be required for approval. The Contractor is to notify the Owner and the Owner's Representative in writing when the 30 day maintenance period begins. 3.9 FINAL INSPECTION A. At least 5 days prior to the anticipated end of the maintenance period, the Contractor shall submit a written request for final inspection. The planting areas shall be weeded, neat and clean. The work shall be accepted by the Owner exclusive of the plant materials upon written approval of the work by the Owner's Representative. Landscape Specifications Revision co r` N H U W - 2 o � 0 Q rn co M � W d Q � � O Cl) o -0 U) Z Q Q (3) U J � N U � a T co W J co OY O a W ro ti �ANDSCA q No. 2176 _LP2"A no 3 ID 20 qTF �F CA�� U O W � L � U L 0 !! nv O W O v J � Date 3/10/20 Scale As Noted Drawn Greg Job Sheet L4 of Comrr PI CUPERTINO Case # Approva I Bod Approva I Date Signature pity Development DepartmentFROf='O ED RES I DENC0000E SHEET I NDEX inning Division — Cupertino APPROVED -7461 HEAT HER `�OO� DR. GUFERT1NO. GRM-2020-006T-O COVER SHEET, PROJECT DATA, VICINITY MAP Application Number(s) SURVEY Director / Staff C.0 TOPOORAPHIC SURVEY 05/27/20 LAND5CAPINO Ilen Yau L-O LANDSCAPE DOCUMENTATION Case Manager L-I PLANTING PLAN L-2 IRRIGATION PLAN L-5 DETAILS L-4 LANDSCAPE SPECIFICATION � ❑ ❑ . ❑ ❑ ARCHITECTURAL i o A-0 SITE PLAN $ 5TREE75CAPE A-O.I AREA CALCULATION DIAGRAM ELEVATION A-2 PROPOSED FLOOR PLAN A-5 PROPOSED BUILDING ELEVATIONS I LA A-5.I PROPOSED BUILDING ELEVATIONS A-4 BUILDING 5EOTIC 5 A-5 PROPOSED ROOF PLAN F 0, IEG7 DATA GENERAL NOTES: F I RE NOTES: FLANN NO GONE TI ONS OF AFF 0\/AL OWNER: TRAGY H5U PHONE: (408) 464-5050 I. ALL CON57RUGTION SHALL EXCEED THE LATEST EDITION OF CODES I. FIRE SPRINKLERS REQUIRED: THE OWNER(S), OCCUPAN7(5) AND ANY ADOPTED BY LOCAL BLDG OFFICIAL. AND ALL OTHER HEALTH AND CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR ADDRESS: 7467 HEATHERWOOD DRIVE SAFETY CODES, ORDINANCES AND REQUIREMENTS ADOPTED BY CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO GOVERNING AGENCIES. IN THE EVENT OF A CONFLICT WITH CODE DETERMINE IF ANY MODIFICATION OR UPORADE OF THE EXISTING APN #: 55q-26-048 REQUIREMENTS AND ITEMS GALLED OUT ON THE DRAWINGS. THAT CODE WATER SERVICE 15 REQUIRED. A STATE OF CALIFORNIA LICENSED (G-1(o) OR GALL OUT WHICH ESTABLISHES THE HIGHER STANDARD SHALL TAKE FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, OGGUPANGY: R-5/U PREGEDENGE. NOTIFY THE ARCHITECT/DESIGNER/ ENGINEER ANY A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS VIOLATION OF CODE IMMEDIATELY. DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEG I NN I NO CONSTRUCTION TYPE:: VB THEIR WORK. CRC SEC. 515.2 AS ADOPTED AND 2. CONTRACTOR SHALL VI5I7 THE JOB SITE PRIOR TO BIDDING AND SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING OF AMENDED BY CUPMC ZONING: RI-6i WORK. 2. WATER SUPPLY REQUIREMENTS: POTABLE WATER SUPPLIES SHALL BE LAND USE I-5 DU/ACRE 5. PAD GRADE UNDER BUILDING SHALL HAVE POSITIVE SLOPE TO A PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION NET SITE AREA: g,452± 5Q.F7. MINIMUM OF ONE AREA DRAIN WHICH SHALL BE PIPED TO STREET. WATER SUPPLIES. I7I5 THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER FAR REQUIRED: 1-1,452 x 0.45 (45916) = 4,255.4 50.FT. 4. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, AND TO COMPLY BUILDING AND DRAIN TO STREET. WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH REQUIREMENTS MAX LOT GOVERAQE: g,452 x OS (4596) = 4,726 50.FT. SHALL BE INCORPORATED INTO THE DE5ION OF ANY WATER -BASED 5. IRRIQATION SYSTEM SHALL BE DESIGNED TO PREVENT SATURATION OF FIRE PROTECTION SYSTEMS, AND/ OR FIRE SUPPRESSION WATER SUPPLY SOIL ADJACENT TO BUILDING. SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF SETBACK: 6. THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES ONLY. THEY CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE ARE NOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED. IT IS THE PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(5) UNDER FRONT SIDE REAR RESPONSIBILITY OF THE CONTRACTOR TO SELECT, VERIFY, RESOLVE, AND INSTALL ALL MATERIALS AND EQUIPMENTS. CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE WITH THE REQU I REMENT5 OF THE WATER PURVEYOR REQU I RED PROVIDED REQU I RED PROVIDED REQU I RED PROVIDED 7. WHERE CONSTRUCTION DETAILS ARE NOT SHOW OR NOTED FOR ANY OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING LEFT RIGHT LEFT RIGHT PART OF THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER BEEN MET BY THE APPLICAN7(5), 2010 CFO SEC. g05.5.5 AND HEALTH SIMILAR WORK. AND SAFETY CODE I3II4,7 IST. FL. 25 -O 1 25 -O 11 7'-6" 7'-6" 1 7 -6 1 7 -6 I 20 -O 10 -8 COMBINE IS'-O" 8. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 5. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION SITES MUST FIELD VERIFY ALL CABINET SPACE AND FIXED GLASS SIZES, COMPLY WITH APPLICABLE PROVISIONS OF THE CFO CHAPTER 55 AND APPLIANCE, FIXTURES, EQUIPMENT ETC. CLEARANCES. OUR STANDARD DETAIL AND SPECIFICATION 5I -7. PROVIDE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE QUALITY CONTROL APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS AND CONSTRUCTION STANDARDS FOR THIS PROJECT. THE APPROPRIATE TO THE PROJECT. CFO GHP. 55 ARCH ITEGT/DESIGNER WILL NOT BE OBSERVING THE CONSTRUCTION OF THIS PROJECT. 4 ADDRESS IDENTIFICATION: BU I LD I NOS SHALL HAVE APPROVED q. DUR I NO CONSTRUCTION STAGE, IF ANY ADDITIONAL EQUIPMENT TO BE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING TOTAL LIVING AREA 5,7g6.I SQ.FT. INSTALLED OF CHANGE ORDERS REQUESTED BY OWNER, THE CONTRACTOR SHALL NOTIFY THE ARGHITEGT/DESIGNER/ENGINEERS IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE TOTAL GARAGE AREA 441 5Q.FT. IMMEDIATELY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED TOTAL GROSS FLOOR AREA 4,250.6 SQ.FT. 10. SUBCONTRACTORS SHALL COORDINATE THEIR WORKS WITH EACH OTHER PROFESSIONALLY. NOTIFY GENERAL CONTRACTOR ANY DISCREPANCY i$ IN ADDITIONAL APPROVED LOGATION5 TO FACILITATE EMEROENGY RESPONSE. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR FAR. 44.g7% DIFFICULTY. ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES OF 0.5 INCHI 2.1 TROAD 11. TRADE NAME AND MANUFACTURERS REFERRED TO ARE FOR QUALITY WHERE ACCESS 15 BY MEANSU OF A PRIVATE AND THEH BUILDING \ / u T I ON� TOTAL EAVE AREA 5aO SQ.FT. STANDARDS ONLY. SUBSTITUTIONS WILL BE PERMITTED AS APPROVED CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR BY OWNER. OTHER SION OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. TOTAL PORCH AREA 7I.5 50.FT. 12. CONTRACTOR'S PROPOSAL INCLUDES ON THE SITE PROJECT ADDRESS NUMBERS SHALL BE MAINTAINEDGFG SEC. 505.1 . � AND G.I. GALVINIZED IRON MANAGEMENT AND FIELD SUPERVISION AS REQUIRED TO MAINTAIN A L ANOLE GYP.BD. GYPSUM BOARD SAFE AND EFFICIENT WORK PLACE. @ AT REAR YARD ENCHROCHEMENT 211 50.F7. 15. THE BUILDING AND THE GARAGE WILL BE REQU I RED TO HAVE NFPA I5D CL [ CENTERLINE CHANNEL H.B. I N5UL HOSE BIBB INSULATION TOTAL LOT COVERAGE 4,702.I /q,452 = 41.15 % W/ 5AN J05E AMENDAMENT SPRINKLER SYSTEM. THE SPRINKLER DIAMETER OR ROUND INT INTERIOR FRONT YARD IMPERVIOUS AREA ( GONGRETE) 5EE LAN05GAPE PLAN5 672/ 1,140 = 5&.&% SYSTEM PERMIT IS TREATED AS DEFERRED SUBMITTAL 14. FIRE SPRINKLER SYSTEM WILL BE PROVIDED AND INSTALLED PER NFPA I I L PARALLEL PERPENDICULAR INV M.B. INVERT MACHINE BOLT I5R 20101 EDITION STANDARD fF_ PLATE M.G. MEDICINE CHEST # POUND OR NUMBER NOTES: A.B. ANCHOR BOLT MIN. MINIMUM "THE OWNER AND/OR THE CONTRACTOR SHALL POST A TREE REMOVAL A/C ASPHALTIC CONCRETE MTL. METAL NOTICE (SEE ATTACHED SAMPLE) FOR MINIMUM TWO WEEKS PRIOR TO AGG. ACCOU5TIC N.I.G. NOT IN CONTRACT REMOVAL. SEND AN EMAIL TO WINNIEPiDGUPERTINO.ORO WITH A TIME A.F.F ABOVE FINISH FLOOR N75 NOT TO SCALE STAMPED PHOTO OF THE NOTICE POSTED TO THE TREE TO BEGIN THE TWO WEEK NOTICING PERIOD AND A TIME5TAMPED PHOTO AFTER THE TWO ALUM ALUMINUM NOM NOMINAL WEEK NOTICE." BLK BLOCK 0/0 ON CENTER \ V I I N I T� �AF G.J. GOLD JOINT OPG. OPENING GONG CONCRETE LAM LAMINATED PLASTIC .a Bollinger Rd > 6ouin"Rd HSBC Bank Popeyes a ey gd y Louisiana Kitchen CONT CONTINUOUS PL. PLATE F Bollinger G .I. CAST IRON FL OL PLATE GLASS an Q De Foe Dr Trader Joe's m Y 0 DF DOUGLAS FIR PLY PLYWOOD Good Shepherd De Foe or Christian Church �- The Home DepotQ 0 - ,The Churcl Jesus Chri i Belmont Hardware Villa Victoria Apartments Bo//;q9P ELEV ELEVATION RDWD REDWOOD Ra QHolder's Country Inn RM. ROOM Dumas Dr Q O o (E) EX C.�T NG Eparkk ace= Pro Desk at The N `� Bo„/n9 e EXIST EXISTING RWL RAIN WATER LEADER 3 Home Depot = Q Mori Kitchen _ R tl De La Farge Dr s' QApartme ountainPark m EXT EXTERIOR SIM SIMILAR •7467 m a e"ay� Heatherwood Drive ��� �0� Y y: 5� 0 F E O F O F.E. FIRE EXTINGUISHER TEMP GL TEMPERED GLASS QPolygonAcademy F.F. FINISH FLOOR 7$0 TONGUE AND GROOVE Heatherwood Dr � Heatherwood or perfect rite Ventana Dr ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING PROPOSED NEW I -STORY RE5IDENGE FIN FINISH T.O.G. TOP OF CURB Afficient Academy o PROJECT: LC d** 9 0 3 CALIFORNIA BUILDING CODE 20Iq EDITION FL. FLOOR T.O.P. TOP OF PLATE FallenleafLn Dare„dnnst Dlarena°nst � CALIFORNIA RESIDENTIAL CODE 20I1 EDITION F.O.G. FACE OF GONG TYP TYPICAL yi s, Fa FallenleafLn a ®Happy Donuts p Rotten Robbie Q CALIFORNIA MECHANICAL CODE 20Iq EDITION F.O.B. FACE OF BLOCK UON UNLESS OTHERWISE NOTED LAURELHURST POOL Tiptoe Ln Q Tiptoe Ln o HankowCuisine® ®Happy House = n CALIFORNIA PLUMBINO CODE 20Iq EDITION F.O.S. FACE OF STUD VODF VERTICAL GRAIN DOUGLA5 F I R � t � h �Qec tit 0 CALIFORNIA ELECTRIC CODE 20Iq EDITION FDN FUNDATION W/ WITH Stanford nl Siena Apartment Homes Q DACA Swim School � � ' CALIFORNIA FIRE CODE 20 g EDITION FUR FURNACE WC WATER CLOSET °d qP Pho Hoa and Jazen Tea Q c Q Ave Maria -Community RI Meyerholz 0 D Book Center Elementary School CALIFORNIA RESIDENTIAL ENERGY CODE 20Iq EDITION FTG FOOTING WH WATER HEATER ^ \c� 2II or Ro°Inge //Dr W CALIFORNIA GREEN BUILDING CODE 20Ig EDITION GALV GALVINIZED WWF WELDED WIRE FABRIC p es "�� R011ingtlell Dr a 0 DhialaL. Scandinavian Designs y t Karaoke bar CITY OF CUPERTINO MUNICIPAL CODE TH THRESHOLD dWay z m w Q w LU T UA U LU LU Q � O V Y W O LU LU 0 d) < F OL UA Date: 02/15/20 50016: AS -SHOWN Drawn: L Job: Sheet: T=0 Of SheetE