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R-2021-028, TR-2021-044 Stamped Plan Set 19160 COZEIrETE LN . , 1AMS DESIGN CUPERTINO CA 95014 AMSDESIGN 4010 MOORPARK AVE#101, SAN JOSE,CA 95117 TELL: (415)254.1606 E-MAIL:OFFICE@AMSDESIGNLLP.COM VACINITY MAP : PROJECT CONTACT: Anne Ln OWNER: TRACY HSU THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH z 19160 COZETTE LN., CUPERTINO, CA, 95014 THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE y PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE TRACYHSU@YAHOO.COM REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE CD _ z EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 0 PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR II-_ i TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN U DESIGNER: AMS DESIGN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. (415) 254-1606 4 9 60 C°zette 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 Ln, Cupertino, CA... AZADEH@AMSDESINLLP.COM Swim 4 Tomorrow ry OSTRUCTURAL: AMS DESIGN (415) 254-1606 Cupcnkino High School 0- 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 °fee " ARM IN@AMSDESIGNLLP.COM T24 & ENERGY: MILES HANCOCK PROJECT DATA: DRAWING INDEX: PROJECT NAME: ASSESSOR'S PARCEL NUMBER: 375-07-022 A-00.01: COVER SHEET COZETTE PROJECT TYPE: NEW CONSTRUCTION C-0: BOUNDARY AND TOPOGRAPHIC MAP _ RESIDENCE PROJECT LOCATION: 19160 COZETTE LN., DE-01: DEMOLITION PLAN CUPERTINO, CA, 95014 A-00.02: PROPOSED SITE PLAN ZONING: R1-10 L-0: LANDSCAPING DOCUMENTATION 19160 COZETTE LN., OCCUPANCY GROUP: R - L-1: PLANTING PLAN FIRE NOTES : LOCAL TABLES / NOTES . CONSTRUCTION TYPE: V - B B L-2: IRRIGATION PLAN CUPERTINO, CA, 95014 NUMBER OF FLOORS: TWO (2) STORY L-3: DETAILS FIRE PROTECTION: SPRINKLERED L-4: LANDSCAPE SPECIFICATIONS LAND USE: LOW DENSITY 1-5 DU/ACRE A-01.01: PROPOSED 1ST FLOOR PLAN A- AN AUTOMATIC RESIDENTIAL FIRE SPRINKLERS SYSTEM SHALL BE REVISION TABLE: A-01.02: PROPOSED 2ND FLOOR PLAN /ROOF PLAN /ELEVATION CONTEXT INSTALLED IN ONE- AND TWO-FAMILY DWELLINGS AS FOLLOWS: IN ALL NEW REQ. PRIOR TO FINAL OCCUPANCY: PUBLIC WORKS NOTES: A-02.01: PROPOSED ELEVATIONS ONE- AND TWO-FAMILY DWELLINGS AND IN EXISTING ONE- AND TWO-FAMILY REVISION DATE BY DEP A-02.02: PROPOSED ELEVATIONS DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA A-03.01: PROPOSED SECTIONS TO MORE THAN 3,600 SQUARE FEET PER SEC R313.2.1. EXCEPTION: A ONE- 01 7/15/2021 A.G. PLN CODE EDITIONS : A-04.01: FLOOR AREA DIAGRAM/MATERIAL BOARD/STREETSCAPE ELEVATION TIME ADDITION TO AN EXISTING BUILDING THAT DOES NOT TOTAL MORE THAN A- THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE A- APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER SP-01: SPECIFICATION SHEET PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE 1,000 SQUARE FEET OF BUILDING AREA. NOTE: THE OWNER(S), OCCUPANT(S) OF REQUIRED REPLACEMENT TREES, PRIVACY PROTECTION, AND CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED A. CALIFORNIA RESIDENTIAL: 2019 EDITION AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR REQUIRED FRONT YARD TREE. THEREIN. IF DURING THE COURSE OF CONSTRUCTION B. CALIFORNIA BUILDING: 2019 EDITION CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/ C. CALIFORNIA MECHANICAL: 2019 EDITION DETERMINE IF ANY MODIFICATION UPGRADE OF THE EXISTING WATER B- FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION D. CALIFORNIA PLUMBING: 2019 EDITION SERVICE IS REQUIRED. NOTE: COVERED PORCHES, PATIOS, BALCONIES, AND FROM AN ISA-CERTIFIED ARBORIST SHALL BE PROVIDED OR THESE IMPROVEMENT PLANS ,THE CITY ENGINEER SHALL HAVE E. CALIFORNIA ELECTRICAL: 2019 EDITION ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. A STATE CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED THE AUTHORITY TO REQUIRE SUCH COMPLETED , AT THE SOLE F. CALIFORNIA ENERGY: 2019 EDITION CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT T PROPERTY AND ACCORDING TO PLAN. EXPENSE OF THE OWNER AND/OR CONTRACTOR. G. CALIFORNIA FIRE: 2019 EDITION PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND H. CALIFORNIA GREEN BUILDING: 2019 EDITION APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL C- A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY B- CONTACT PUBLIC WORKS,(408)777-3104 , FOR INSPECTION OF I. ANY OTHER APPLICABLE LOCAL AND STATE LAWS PRIOR TO BEGINNING THEIR WORK. SECTION R313.2 AS ADOPTED BY CUPMC. EXTERIOR MATERIALS/FINISHES, TREES, LANDSCAPING, AND SITE GRADING,STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. AND REGULATIONS. WORK. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR C- ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. B- POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF D- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL CONDUCT A OCCUPANCY. CH NGETHEWORKDESCRIBED THE AMS IN'THE N CONTRACT DOCUIMMEDIA ENT SHALL O NOT THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO LANDSCAPE INSTALLATION AUDIT AFTER THE LANDSCAPING AND PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL IRRIGATION SYSTEM HAVE BEEN INSTALLED PER CHAPTER D- CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES AREA CALCULATION : SETBACK INFORMATION : CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, 14.15(LANDSCAPE ORDINANCE).THE FINDINGS OF THE ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH ASSESSMENT SHALL BE CONSOLIDATED INTO A LANDSCAPE CONDITION. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER- DESCRIPTION of THE WORK WHICH IS MANIFESTLY NECESSARY TO INSTALLATION REPORT PROVIDED TO THE PLANNING DIVISION. CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR LOT AREA: 13326 SQF BASED FIRE PROTECTION SYSTEMS, AND/ OR FIRE SUPPRESSION WATER WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE 1 ST FLOOR LIVING AREA: 2518 SQF SETBACKS PROPOSED MIN SETBACKS ALLOWED SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY E- CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED E- THE PROPERTY OWNER SHALL SIGN A LANDSCAPE MAINTANCE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND 2ND FLOOR LIVING AREA: 1578 SQF 1ST/2ND 1ST/2ND CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING AGREEMENT PER CHAPTER 14.15(LANDSCAPE ORDINANCE), ANY TREES. DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. TOTAL LIVING AREA: 4096 SQF FRONT 25'-2"-29'-9" 20'-25' CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF PREPARED BY THE CITY,AND RECORD IT WITH SANTA CLARA CO. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL COMBINED SIDE RECORD. FINAL APPROVAL OF THE REQUIREMENTS OF THE WATER VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO GARAGE: 460 SQF REAR 72'-5"-75'-7" 20'-25' SETBACKS IN 1ST RECORD'S OFFICE. THE PROPERTY OWNER SHALL CONTACT THE F- UTILIZE BEST MANAGEMENT PRACTICES (BMP's) AS REQUIRED COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT TOTAL BUILDING: 4556 SQF FLOOR SHOULD BE PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING PLANNING DIVISION IN ADVANCE OF THE FINAL TO PREPARE THE BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. RIGHT 5'-11" 17'-9 5'-15' 15'&IN 2ND FLOOR BEEN MET BY THE APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH AND IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT CARPORT: 206 SQF LEFT T 11" 1T 5" 5' 15' SHOULD BE SAFETY CODE 13114.7. AGREEMENT. ACTIVITY, WHICH DISTURBS THE SOIL. OF oSECONTRACTOR DOCUMENTS AND THE NTRACTORI SHALOLNNOTONSARE COVERED PORCH: 468 SQFTHE DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS F- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL PROVIDE A G- A WORK SCHEDULE OF GRADING AND ORISON & SEDIMENT DESIGNPRIORTO PROCEEDING WITH ANY RELATED WORK. C- APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED OMN ALL NEW LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE PER CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY FLOOR AREA RATIO (FAR): (4556/13326)X100=34.1% AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND CHAPTER 14.15(LANDSCAPE ORDINANCE) TO THE PLANNING AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED LOT COVERAGE: SHEET TITLE: GENERAL NOTES : SEC. 505 LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. PER CFC DIVISION. BETWEEN OCTOBER 1 TO APRIL 15. 1ST FLOOR LIVING: 2518 SF H- ALL NEW ELECTRICAL SERVICE (POWER,PH ONE,AND/OR CABLE) COVER SHEET GARAGE: 460 SF OF D- ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS SHALL BE UNDERGROUNDED. STANDARD CARPORT: 206 SF ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT CFC CHAPTER 14 AND SANTA CLARA COUNTY'S FIRE DEPARTMENT'S COVERED PORCH: 468 SF AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS STANDARD DETAIL AND SPECIFICATION SI-7. I- TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS ROOF EAVE: 298 X 1.4 = 417 SF THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE E- PHOTOELECTRIC SMOKE DETECTORS SHALL BE PROVIDED AT BOTH THE INSPECTOR FOR FINAL INSPECTION. LOT COVERAGE: ((2518+460+206+468+417)/13326)X100=30.5% BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN TOP AND BOTTOM OF THE STAIRCASE. PROJECT ID: 2103-02 THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE J- A LICENSED LAND SURVEYOR OR AUTHORIZED CIVIL ENGINEER 2ND FLOOR RATIO: (1578/(2518+460+206+468))X100=43.2% CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. WILL PREPARE AND SUBMIT,TO THE PUBLIC WORKS DEPT,AN F- PHOTOELECTRIC SMOKE ALARMS SHALL BE PROVIDED IN AREAS LEADING ELEVATION CERTIFICATE FOR THE NEW STRUCTURE/ADDITION. DATE: MARCH. 2021 OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-DESCRIPTION OF THE WORK TO SLEEPING ROOMS AND ON EVERY LEVEL. SMOKE ALARMS WITHIN WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SLEEPING ROOMS SHALL BE DUAL SENSOR PHOTOELECTRIC/IONIZATION. K- TO INITIAL RELEASE OF BONDS, CONTACT THE PUBLIC WORKED SCALE: - SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE INSPECTOR FOR FINAL INSPECTION. Community Development Department SCOPE OF WORK: CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IN SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE Planning Division — Cupertino IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. INTERCONNECTED PER RESIDENTIAL CODE. L- ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE. DRAWN BY: A.G. cuPeRri a APPROVED H- A NFPA 13-D FIRE SPRINKLER SYSTEM SHALL BE INSTALLED UNDER DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO Case .021-028, - NEW 2 STORY CUSTOME HOME. SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND SEPERATE PERMIT. LANDSCAPED AREAS. A m - 4556 SQ BUILDING AREA INCLUDING 5 BEDS, 5.5 BATH, 1 LAUNDRY, 2 CAR CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL GARAGE AND 1 CARPORT. NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, M- PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF Appr val Body: Director/ Staff BUREAU OF FIRE PREVENTION. Approval Date DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE I- A SEPARATE PERMIT FOR THE SPRINKLER SYSTEM SHALL BE APPLIED FOR WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN 1/ ni EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. E V ■ V 1 DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO Signature rika ove a PROCEEDING WITH ANY RELATED WORK. case Manager TREE PROTECTION NOTES : GRADING AND DEMO NOTES : SITE PLAN NOTES: 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE 1. CONTACT PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION, 1. THE AC UNIT WILL BE REVIEWED DURING BUILDING PERMIT REVIEW. PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND WHICH INCLUDES DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS. 10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN. PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY DESIGN OF TREE WELLS. DISTANCE OF 10 FEET MEASURE PERPENDICULAR TO THE FACE OF THE WALL. RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE 2. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. WITH EXCEPTION: J6 MS GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, THE 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR 3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA a. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE DESIGN TREE(S). DUMPED UNDER A TREE. ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY 4. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION b. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION TO THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. SHALL BE SLOPED A MIN 2% AWAY FROM THE BUILDING. AMSDESIGN CONSTRUCTION OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH FENCE CONSTANT SURVEILLANCE. AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE EXTENT OF FENCING 5. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE 11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION. 010 OOERCA KA17E#101, SAN AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. THE 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS TELL:(415)254.1606 TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING DEFINED BY CALIFORNIA BUSINESS AND PROFESSIONAL CODE, TO PRUNE AND SOIL. E-MAIL:OFFICE@AMSDESIGNLLP.COM IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE CONSTRUCTION WORK. ARCHITECT/ARBORIST WITH APPROVAL OF STAFF. 6. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND OR CABLE) SHALL BE 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE UNDERGROUND. LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON. 7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR GREEN BUILDING MEASURE NOTES: FRONT YARD PAVING SURFACE AREA. THESE PLANS ARE INTENDED HICH BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. THEYWERED S E IIGNEDANDA N THE PROPERTLY FOR THE Y GINAL SITE FOR FOR FINAL INSPECTION. THESE 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED THOUT THE 4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE 1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS. FRONT YARD: 2058 SQF EXPRESSED RWRITTENDCONSENT OF AMS DESIUCED IN WHOLE OR IGNPANY SART IE OF THESE 8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS FOR THE TREE, THE SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUG SAVED. AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS. PAVING AREA: DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR SO AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO INITIATING ANY 2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO DRIVE WAY/WALK WAY (790)/2058=39% < 40% TO COMMENCEMENT of THE WORK IN QUESTION. ALL WRITTEN TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE 9. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE VEGETATED AREAS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. AN ARBORIST SHALL BE COMPLETED. FENCING AROUND TREES TO BE PROTECTED. CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. 3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE. GUPERTINO HIGH SCHOOL o EXISTING HOUSE �-0 V LU LU p $0.001 0 W o o LU o RIDGE=135.07± z L = cn O Z z Z N -- - F - F - F f F- F F -F F- -o F F -F F F �� -F F F � �m0 � w Q w LU X m 0. = Z oN� Wo _ c., LL' (V to t� 3C) ° ow O nw, o M � w LU z z� _ ° = A NITA - E/L E/L ° m PROJECT NAME: O CU_j It O ? �f L - - - - - �� 34'-11" -n W I-W - i�_ z H COZETTE o I RESIDENCE -n0 1'-4" F� w w U - - - 19160 COZETTE LN. Z I ZI:C I O CUPERTINO, CA, 95014 - 72'-5" 0 I 51 Z REVISION TABLE: � o W 2�\ - �, a I_ LU � REVISION DATE BY DEP.8 ° /. N Z - a LUO a ��! x 01 7/15/2021_ A.G. PLN LU = Cl)D ° ° ° °/ X 02 9/14/2021 A.G. PLN v Oo z T ° 'N W 03 11/4/2021 A.G. PLN X LUfy T -wirl 00 w v � v a / Mn W ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR 2ND FLOOR a o °" ° CO / a 0 r CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL 75'7' = z a ° ° O (� 0 � BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT ° PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL o _ Q a r °° a ° Q r SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES O a w ° a° ° ° O / TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. ro v ° F-N w / EWE ° I I LU FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- 4'-5' w U O U Q ° I I J U LU DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO -n w N i 3 0 N CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE p1daNZ� CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED I °29,9ro a° Z DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND ° v ° ° DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. ° Uj SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL TI ° VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO I °° °° COMMENLi CEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT LU LU p io / W RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. � - O c� Q � 2 IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT O z Q = as OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE w r` p `V 3 � �25'-2" _ O FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS W/ _ U / Q DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS ��IUIW/w w w t , DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. w o N Qw V NORTH W/W o 3� r � � SHEET TITLE: ru - - - - - - - - - ' -F PROPOSED SHR 4o TO T_ w r 40.001 I �� J o SITE PLAN m LEGEND . :< w � C) U 2nd FLOOR PROJECT ID: 2103-02 19146 GOZETTE LANE C1lIG.TIAIr unl IC,� 1 PRIVACY PROTECTION VIEWSHED DATE: MARCH. 2021 PROPOSED SITE PLAN qq " _ ' PROPERTY LINE CoLmmunity Development Departtmen 1 SC : 1/8"= -0" BLDG 1st FLOOR FOOTPRINT LINE Planning Division - Cupertino DRAWN BY: A.G. BLDG 2nd FLOOR FOOTPRINT LINEUPERTI o APPROVED Ca se 021-028, EYEBROW VENT A -adUXjrnU44 Appr vaI Body: Director/ Staff GRAPHIC SCALE 8: INCH = 1 FEET Approval Date 1/ fm Al ^ V v VAN 2 4 6 8 10 20 30 Signature rlka ov da Case Manager BUILDING NOTES : 0 mo Q 1- BASEMENTS (EXCEPT THOSE ONLY FOR MECHANICAL EQUIPMENT AND NOT OVER 200 SQFT IN FLOOR AREA), HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE 62'-1" OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. R310.1 43'-9" 12'-7" 5'-9" 5'-5" 5'-0" 8'-7" 20'-0" 4'-9" 2'-6" 8'-0" 2'-1" 1'-3" 3'-°" 1'-6" M S a. MIN. NET CLEAR OPENABLE DIMENSION OF 24 INCHES IN HEIGHT. R310.1.2 - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b. MIN. NET CLEAR OPENABLE DIMENSION 20 INCHES IN WIDTH. R310.1.3 I \ / I DESIGN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - c. MIN. NET CLEAR OPENABLE DIMENSION OF 5.7 SQFT IN AREA. GRADE FLOOR OPENINGS SHALL I Max.sl Rise=73/4' Non =0.75' HAVE A MIN. NET CLEAR OPENING OF 5 SQFT. 310.1.1 AMSIDESIGN d. THE HEIGHT OF BOTTOM OF EMERGENCY EGRESS OPENING SHALL HAVE NOT MORE THAN 44 I \ / PORCH C? / I 4010 MOORPARK AVE#101, INCHES MEASURED FROM THE FLOOR. 310.2.2 I TMP EGRESS T P OBSCURE SAN JOSE,CA 95117 D14.8080 / W08-3030 I TELL: (415)254.1606 \ I I � I E-MAIL:OFFICE@AMSDESIGNLLP.COM \ ' 2- FOR KITCHEN, A CLEAR PASSAGEWAY OF NOT LESS THAN 3-FEET BETWEEN THE COUNTER I \ D1FT 32 080 N I W10-5040 FRONTS AND APPLIANCES OR COUNTER FRONTS AND WALLS. CBC 1208.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4'-7" BATH V-4" THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH 3- SHOWER COMPARTMENTS AND WALL ABOVE BATHTUBES WITH INSTALLED SHOWER HEADS I _ _ M _ _ _ _ D/W I _ _ I 4 7 ® 5'-°"X9'-6" co THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE I PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO THE HEIGHT NOT LESS THAN 2'-4" k� I REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE I I- °O `_? I EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 72 I NC H E S(6 FT). CRC R307.2 SKY L. M PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS 24"X 36" I I I I DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR I I - - - I 10'CEILING H HT / TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN L I - _ I / \ I DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Q BEDROOM 2'-6"� 4- THE DOOR BETWEEN GARAGE AND ENTRY REQUIRED TO BE SELF LATCHING AND SELF CLOSING I Zw 4'0 I II 12'-°"X15'-1 SOLID CORE DOOR NOT LESS THAN 1-3/8 INCH THICK. 1'4" 1 0 ° ° ¢_ I 88 5- THE MAXIMUM RISER HEIGHT CAN BE 7.75-INCHES. MINIMUM TREAD DEPTH CAN BE 10-INCHES. o I El oz I II N I ® cLosEr FOR ANY TREAD DEPTH LESS THAN 11-INCHES, A NOSING OF NOT LESS THAN 0.75-INCHES, BUT I 1 - II 10'CEI LING HEI I I 5'-°"X6'-°" zo NOT MORE THAN 1.25-INCHES SHALL BE PROVIDED. I I =go I KITCH N&FA IL.00 I I II 43-5"X 20'-2 I o (D aD20-2880 6- DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, I I J I I - LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CBC 2406.3. I I r SKY L. I 4'°" 1 1 24"X 36" co I I / GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 INCHES ABOVE A I I L T - -1 I lal 2'-2" STANDING SURFACE AND DRAIN INLET SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR I - -�- - - - �3� ICI I / L� APPROVED PLASTIC. CBC 2406.3, #5 I co - - -� I I I // m PROJECT NAME: - - - - - - HALL - N N 3 COZETTE � I I � / '-8"X 12'-6" I \ \ � w I 7- GLAZING IN AN INDIVIDUAL FIXED OR PORTABLE PANEL ADJACENT TO A DOOR WHERE THE A - _ T _ ( 7'a" _ COAT 10'CEILINGHEIGHT Ji Q_ _ A A 03.01 w - _ _ - 3' z NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE PANTRY 2'-s"x3'-3" M 4 4° RESIDENCE = II° I BEDROOM J U o 2'-7"X 3'-3" OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS ; I ° 13'4"X12'�" \ LESS THAN 60-INCHES ABOVE THE WALKING SURFACE SHALL BE FULLY TEMPERED, LAMINATED � I -POWDER \ \` I _ 19160 COZETTE LN. N T-2"X 5'-7" o I Q Q; THE MA,Z(I UM RISER HEIGHT - // " I �I 1 SAFETY GLASS OR APPROVED PLASTIC I.E. SIDE LIGHT AT NEW MAIN ENTRY DOOR CBC 2406.3 r a CAN BE 7.5-INCHES.MINIMUM CUPERTINO , ( ) ¢ ¢ TREAD D H CAN BE 10- D19-6680 I r w�'� INCHES.FO ANY TREAD DEPTH I , CA 95014 CV D 15-2880 LESS THAN II-INCHES,A NOSING OF NOT LESS THAN Q75-INCHES, / D01-2880 D09-2480 #6 I w>= BUT NOT IMORE TRAN 125- ACCESS To _ INCHES SHALL BE PROVIDED. / CLOSET CRAWLSPACE �ZZ N I T-2„X 2'-4" s x za O a_N \ / „ �� - D16-608 o o w N - U P OPEE"61LOW o CLOSED M 7'-8"X2'-4 1 REVISION TABLE: 8 MINIMUM 36 DEEP LANDING IN THE DIRECTION OF TRAVEL AT NEW EXTERIOR DOORS SHALL BE �\ �\ ENTRY I�I IO'CEILINGHEIGHT PROVIDED. LANDING TO BE NOT MORE THAN 7% INCHES LOWER THAN THE DOORS THRESHOLD / Z. '17'-10"X13'-1"` LIVING 5,BAT9° w4 REVISION DATE BY DEP 02"0 I I 13'-10"X19'-8" WA. DR. I ;a o FOR IN-SWINGING AND SLIDING GLASS DOORS AND NOT MORE THAN 7" FOR IN-SWINGING AND I / I �_"° 01 7/15/2021 A.G. PLN MAIN ENTRY DOOR. I > _C? 2'-5" o I D M C� m \ \ 10'CEILING HEIGHT ="Oz ® C r Z_� I MUDROOM I �� Z \ \ ¢w¢¢ 1 V-9"X 8'-6" suN _ T_ == U TUNNEL N - OFFICES I 1T 10" a00 9- NEW ENTRY DOOR SHALL BE OPENABLE FROM THE INSIDE OF THE DWELLING WITHOUT USE OF - - - - - - - - - - ' - - aO I w / / 11,_D„ 1,-0 I / 14'-2" 2'8" i.L z / / 7'-3" \ / KEY, SPECIAL KNOWLEDGE OR EFFORT. CRC SEC. R311.2 I I I 06.2880 - - - - - - - - - - -- c J, � I = o _ A / / / 1, A WH N 2 10- 1/2" GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING TO BE INSTALLED ON THE I 2- / // I W20-6020 TMP GARAGE SIDE AT SEPARATION WALL BETWEEN GARAGE AND RESIDENCE. (GARAGE MUST BE N L/ / / I N D21.6080 TMP N / / MNos ise o7 5/4" ch SEPARATED FROM THE DWELLING AND ITS ATTIC AREA) CRC SEC. R302.6 AND TABLE R302.6 I I - 20'-0" W07-8056 W09.8056 / EGRESS / / / ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR 5/8" TYPE "X" GYP. BOARD FINISH ON THE GARAGE SIDE OF THE WALL IS REQUIRED. ALSO THE - - - - - - - - - - - - - - - - - - - - I I = DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. - - - - - - - - - - - - Max.Rise=73/4" q 2'_0' THE AREA OF FLOOR USED FOR PARKING F I o �� Nosln -0.75" AUTOMOBILES OR C? ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR GARAGE SHALL BE SEPRATED FROM THE DWELLING SPACE ABOVE BY 5/8 TYPE X GYP AT THE - SLOPEDTO TETHE E o co CHANGETHE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL - - - - - - TO A D WARD T E / I BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT CEILING. I ENTRY D R AY R309.1 PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL OOBSTR CT S ARE ALLOWED WI IN 20'X20'GA / / 3'-3" SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES CEILING OF HE PRIVATE GAR E(ATTACHE R TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. LESS T N 3' FRPM OWE ING) SHALLDI E / SEPARA ED ROM THE DWELLI UNIT AB Y 11- BATHROOMS 8c KITCHEN. QUIVA NTTR 02/6 TYPEX PSUMBOARD R / // I DESCRPTONOMISSIONS ROM THE OF THE WORKINGS AND WHICH SSMANIF MANIFES OR THE STLY MIS TO I THE DOOR TWEEN GARAGE ND LIVING A A I CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR 11.1- 22" MIN SHOWER DOOR CLEARANCE. TO BE MI 1-3/8"THICK S LID-C I WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE 1-3/8" STE MB DO CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED 11.2- TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING WINDOWS. FIRE RATED DIPPED q 1 4 DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND AND SELF-LATCHIN DEVICE PER C t� S N DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. CEMENT BOARD SUBSTRATE FOR SHOWER WALLS. bo 60I A20° �9" SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO 11.3- LAVATORY FAUCETS TO HAVE A FLOW RATE OF NO MORE THAN 1.2 GPM OR LESS AT 60 PSI COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT o RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT AND NOT LESS THAN 0.8 GPM OR LESS AT 20 PSI. (CALGREEN 4.303.1) LO OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS 11.4- WATER CLOSETS TO HAVE A FLOW RATE OF 1.28 GALLONS/FLUSH OR LESS. (CALGREEN / / I I I DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS 4.303.1) DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. � I // / I I 11.5 -CEMENT BOARD SUBSTRATE (IE. DUROCK OR WONDERBOARD,ETC) FOR TILE APPLICATION CIO TITLE: Q SURROUNDING THE BATH TUB WALLS . PROPOSED 1ST 11.6- KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1) ! ! - - - - - - 11.7- SHOWER HEAD TO HAVE A FLOW RATE NOT TO EXCEED OF 1.8 GPM AT 80 PSI. (CALGREEN 2'-0" a'o" 2'-0" 9'8" 6-10"��1'-11" 3'4" a'o" 2'I10" I FLOOR PLAN I I 4.303.1) 12'-0" 17'a" 14'-2" / �/ 21`i \ I I 64'9° I I I PROJECT ID: 2103-02 I I \\ I DATE: MARCH. 2021 I I I PROPOSED 1 ST FLOOR PLAN I 1 1 / \ I scLE: 1 i 1' I I ommunity Development Depart SC: 1/4"= V-0" I i i \ I Planning Division - Cupertino LEGEND : I / \ I cUPERTI DRAWN BY: APPROVED A.G. NORTH I I I / _ - - - - - _ - - �� I Case021-028, NEW CONSTRUCTION WALL / �- - - - - - - - - II� - - - - - - - - _ - - - - - - �I Appr va I Body: Director/ Staff GRAPHIC SCALE : 1/4 INCH = 1FEET Approval Date /- 1� V 0 1 2 3 4 5 10 15 Signature rIkaPov-� e�a V moll Case Manager 0 00 Mo Q 45'-8" MS 13'-7" 5'-4" 17'-0" 9'-9" DESIGN 3-0" 8'-0" 2'-7" 1'4"t—3'-0" 1�3'-7" 10'-0" 3'-5" 1'-2"r 2'-6"---r 2'-3"---- 2'-6" 1'4" — — — — — — — — — - - - - - - - -I —(- - - - - - - - - - - - - - - - - - - - - — AMSDESIGN EGRESS TMP OBSCURE EGRESS TMP OBSCURE TMP OBSCURE \ W03-8050 W18-3030 W01-10050 W02-2630 W02-2630 / �� 4010 MOORPARK AVE#101, SAN JOSE,CA 95117 I I TELL:(415)254.1606 SHOWER / I `" E-MAIL:OFFICE@AMSDESIGNLLP.COM I 9'-0"X3'-8" M - - - - - - - - - - M \ I BATH 5'-0"X 9'-0° co QD2824/80 214R r THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH I I THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE 10'CEILING HEIGHT 9'_0" D, F- — — — — — — — — — — — — — — — — 7 PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE ° I REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE \ I MASTER BATH - o N - / EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE MASTER BEDROOM I o 4 m o 0 9'-0"X 9'-11" I \ 16'-7"X 1T-3" / I r � co �O I in \ / I PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS \ — — — — m DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR SKY L. I I o II \ m� / II TO COMMENCEMENT OF TH 0'CEILI HEIGHE WORK IN QUESTION. ALL WRITTEN i 124"X 30"I DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DROOM _ 13'-0"X 1 T�" / \ I SKYLIGHTS SHALL BE I \ / APPROVED,BEARING A LABEL II II / I INDICATING C E WITH THE - REQUIRE NTS OF MA/WDMN CSA 1011. .21A440.[C §R308.6.91 M I M / CLOSET 1TTD"'X�'2,_04"„—X 7,_1/0„ CLO/—S E/T $Do—a-z aao �0 1a-zaa 2'4"X T-10" � IIIIIII —� —M 2asKXY: M T LET C ih 3-0" '-0' 00I m i. O M D03-2880 /D02-2880 D26-2480 1- " 1 "' L - - - / s OxrEaT C(N)30"x 30" HALL �Arn D08-9080 WALK-IN CLOSET 1-4" \\ \\\ IIIIIIIIIIIIIIIIIIII IIIIIII I � PROJECT NAME: '4'X9'-3" -DN 6 \\ \ 1YCEILINGHEI I I / / \ / - I 1 , / / II / COZETTE 13'-6'X 12'-6" I I BEDROOM L _ _ _ _ _ _ J I \\ — — — — RESIDENCE Al —I— _�_ _ 1'- -3" , I / / I 19160 COZETTE LN., Pt 17 a FLOW \ ® I / // I CUPERTINO, CA, 95014 y�1'4' \ \ 2'-6" N12 BATH Fo I „X 6-7„ REVISION TABLE: W17.8056 in W06-4030 TMP OBSCURE // / I I REVISION DATE BY DEP EGRESS M - - - - - - - - - �- - - - - - - - - - 01 7/15/2021 A.G. PLN 3.12 / W05-6060 W05-6060 L� - - - - - - - - - - - - - - - - - - - � 4'-3" 1'-2 6 0"12'-8" 6'-0" 3'-0" 2'-8" 8'-0" 2'-10" 0'9" 4,-0"� 4'-4" J18'-10" 13' I \ I F 45-8" 0 m o LEGEND : ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR Q DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR NORTH CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL NEW CONSTRUCTION WALL SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- PROPOSED2ND FLOOR PLAN GRAPHIC SCALE : 1/4 INCH = 1FEET ROOF PLAN DESCRIPTION OF THE WORK WHICH MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR 1 0 1 2 3 4 5 10 15 2 WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE SC : 1/4"- 1'-10" SIC : 1/8"- T-O" CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT C 0 N T EXT E L EVAT I 0 N OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS 3 DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: 19146 GOZETTE LANE 19160 GOZETTE LANE — — — — — GUPERTINO HIGH SCHOOL PROPOSED 2ND FLOOR — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -— ABOVE N.G.L. PLAN I ROOF PLAN 3 3 _ _2 ELEVATION CONTEXT 2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —Itl PLATE Hi. 1BOVE2NDF.F. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 9'PLATE HT. ABOVE F.F. \�, I 1EL] WHITE SMOOTH STuCCG PROJECT ID: 2103-02 NEW TILE ROOFING. 4 CLASS "A" ROOFING (CRC - R902.1.3)FASTENERS FOR THE ROOFING SHALL BE CORROSION RESISTANT IN ACCORDANCE 5 3SKYLIGHT WITH CRC R905.2. 3p DATE: MARCH. 2021 2ND F.F.11'-4"HT. Y ABOVE F.F. 10'PLATE Community Development Department EIA 6'HT.WOOD FE5sw CARPORT 6'HT.WOOD _ Planning Division — Cupertino FENCE WOODBOARDSIDING No FENCE - cureRTl DRAWN BY: A.G. APPROVED Case 021-028, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —T'-10"FROMPROPERTYLIIE. — T'-11"FROMPROPERTYLINE — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5�-11'FROMPROFERTYLINE — — — 16"ABOVENGL F.F. A a m i'THEE%IERIOR WPLL TO THEE%TERIOR WPLL TO THE EXTERIOR WPLL IF Y NATURAL GRADE LINE - APPr vaI Body: Staff - ApprovalDate ALAI - Si nature e V Era� d - Case Manager 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 27-6"TOP HT. — / NEW TILE ROOFING. 3 ABOVE N.G.L. 1 CLASS "A" ROOFING (CRC ❑ I I ROOFING SHALL BE CORROSION 12 3 r----- J6 M S RESISTANT IN IR902 �3 3) FASTENERS FOR THE 12 SKYLIGHT DESIGN Ix/ , WTH CRC R905.2.5CCORDANCE 12 1210' PLATE HT. A/ �M�SDESIGN F.11w / 1 1 1 4010 MOORPARK AVE#101, SAN JOSE,CA 95117 / TELL:(415)254.1606 W06-4030 WHITE SMOOTH E-MAIL:OFFICE@AMSDESIGNLLP.COM / W05-6060 W05-6060 STUCCO / y W17-8056 Q _4 { NEW TILE ROOFING. a / CLASS "A" ROOFING (CRCR902.1.3) FASTENERS FOR THE 1 ROOFING SHALL BE CORROSION W o RESISTANT IN ACCORDANCE SKYLIGHT WITH CRC R905.2.5 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH 0 0 o THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE co PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE 3 M M N 3 \ N REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE 1 12 - - - - 12 2ND F.F. 1 V-4"HT. EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE - - - - - - - - - - - - - - - - - - -f- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - p - - - - - - - - - - - - - - - - PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS W14.6060 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -\ �Y!/G ABOVE F.F. DESIGN.ANY DISCREPANCY DISCOVEREDj THESE PLANS SHALL PRIOR - - - - - QP�� /- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ �!/N 10' PLATE HT. TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN ABOVE F.F. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. "ANY CHANGES TO THE APPROVED �°- W20-6020 N \� COLORS, MATERIALS, AND WHITE SMOOTH STUCCO EXTERIOR FINISHES SHALL BE aw i 6'HT.WOOD w > 6'HT.WOOD aw FENCE W07.8056 WOOD BOARD SIDING o LU W09.8056 FENCE I J o � � REVIEWED AND APPROVED BY THE _ � � _ � z a O D21-6080 N w Electrical Meter o z a CITY OF CUPERTINO PLANNINGo 0 a ¢ a w � a DIVISION PRIOR T O INSTALLATION/ o � T-11"FROM PROPERTY LINE io � o W 16"ABOVE NGL w o > a 5'-11"FROM PROPERTY LINE TO THE EXTERIOR WALL N N TO THE EXTERIOR WALL F.F. - - - - - - - - - - - - -� db - -L41 - - - 5'- - APPLICATION ." - - - -T_11_ - - - - - - - - - - - - - - - - - - - - - - - -_. - - - - - - - - - - - - - - NATURAL GRADE LINE ELEVATION NOTES : II III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III i PROJECT NAME: PROVIDE CLASS A ROOFING PER CUPERTINO MUNICIPAL CODE SECTION 16.06.090 III III III III III III III III THE MAX. WEIGHT OF ROOFING SHALL NOT EXCEED 11 P F (BASED UPON COZETTE STRUCTURAL ENGINEER'S CALCS. RESIDENCE STUCCO LATH SHALL HAVE TWO LAYERS OF GRADE "D" PAPER WHEN APPLIED PROPOSED FRONT (NORTH) ELEVATION OVER WOOD SHEATHING. PROVIDE WEEP SCREED AT THE BOTTOM OF ALL FRAMED EXTERIOR WALLS AND SOFFITS. WEEP SCREED SHALL HAVE A MINIMUM 19160 COZETTE LN., CLEARANCE OF 2" TO A PAVED SURFACE OR 4" TO EARTH. SC : 1l4"= 1' o" CUPERTINO, CA, 95014 AN APPROVED ADDRESS NUMBER ON BUILDING ELEVATION IS PLAINLY LEGIBLE AND VISIBLE FROM THE ADJACENT ACCESS STREET OR ROAD. THE NUMBERS NEED TO CONTRAST WITH THEIR BACKGROUND, AND BE A MINIMUM OF 4" HIGH, WITH A REVISION TABLE: MINIMUM STROKE OF 1/2".(CRC 319.1) REVISION DATE BY DEP COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT SHINGLES, COPPER GUTTERS AND DOWNSPOUTS, AND/OR OTHER EXTERIOR ORNAMENTAL 01 7/15/2021 A.G. PLN COPPER IS STRONGLY DISCOURAGED FOR ALL RESIDENTIAL BUILDING PROJECTS. THE AFOREMENTIONED COPPER APPLICATIONS ARE NOT PERMITTED FOR USE ON ANY COMMERCIAL OR INDUSTRIAL BUILDINGS DUE TO THE POTENTIAL FOR WATER 27-6"TOP HT. POLLUTION FROM COPPER EXPOSED STORM WATER RUNOFF. (CUPERTINO NEW TILE ROOFING. ABOVE N.G.L. MUNICIPAL CODE SECTION 9.18.210) �3 3 CLASS "A" ROOFING (CRC SKYLIGHT 12 12 R902.1.3) FASTENERS FOR THE ROOFING SHALL BE CORROSION #30 UNDERLAYMENT SHALL BE PROVIDED FOR SHINGLE ROOF AND STUCCO RESISTANT IN ACCORDANCE WITH CRC R905.2.5 10' PLATE HT. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE 2ND F.F. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. FW02-211 L02-2630 WHITE SMOOTH VV18-3030 ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR NEW TILE ROOFING. STUCCO CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL CLASS "A" ROOFING (CRC W01-10050 W03-8050 Lj L b BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT R902.1.3) FASTENERS FOR THE o PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL ROOFING SHALL BE CORROSION SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES RESISTANT IN ACCORDANCE TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. WITH CRC R905.2.5 OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- 0 0 o DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO Lo Lo 3 0 0 SKYLIGHT CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR 12 M WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE / \ N CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED \ 2ND F.F.1 V-4"HT. DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND -- - - - - - - - - - - - - - - - - - - y— - - - - - - - - - - - � - p - - - - - — DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. - - - - ��\GNj��E/ 3 12 \ \!/GyT!/ OBOPLATE FHT. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL -- - - - - - - - - - - - - Q j�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - — VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO ABOVE F.F. COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT � OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS iff DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS J W08-3o30 J DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. 6'HT.WOOD w10-5040 6'HT.WOOD z w WHITE SMOOTH z z q FENCE SHEET o STUCCO o J FENCE J a � } h I I III W � 1 D14-8080 D13-20080 ILL o w w PROPOSED z wa 4 Electrical Meter Z a J O O J Q U LU ¢ o U Q > a< 5'-11"FROM PROPERTY LINE ELEVATIONS 0 7'-11"FROM PROPERTY LINE L_� L—io � 16"ABOVE NGL TO THE EXTERIOR WALL TO THE EXTERIOR WALL F.F. 5'-11" -- - - - - - - - - - r - - - - - - Outdoor Compressor Uni - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T-11" - - - - - - - - - - - - - - - - - — I I U Ew I NMI NATURAL GRADE LINE PROJECT ID: 2103-02 DATE: MARCH. 2021 SC,q LE: _ l Community Development Department Planning Division — Cupertino cureRrt DRAWN BY: APPROVED A.G. 2 PROPOSED REAR (SOUTH) ELEVATION SC: 1/4"= 1'-0" Case 021 02 8, A a m Appr vaI Body: Director/ Staff Approoval Date A&/ V Signature rIErka Pcv%. a&0 0 V 1 Case Manager \ T 1 F--- — — — — — — — 27-6'TOP HT. —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I \ 1 / 1 NEW TILE ROOFING. — — — — — — — — — — — — — — — — — — — — — — — — — — — �3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE N.G.L. MS CLASS "A" ROOFING (CRC 12 - r/\ / 0 I I R902.1.3) FASTENERS FOR THE /1 I ROOFING SHALL BE CORROSION 3 3 DESIGN r RESISTANT IN ACCORDANCE 12 122 / \ I -I- WITH CRC R905.2.5 «� 1 AMSDESIGN 1 10' PLATEHT. ABOVE 2ND F.F. / _j — _ ; 4010 MOORPARK AVE#101, SAN JOSE,CA 95117 TELL:(415)254.1606 / I E-MAIL:OFFICE@AMSDESIGNLLP.COM 11-2630 / I WHITE SMOOTH STUCCO woa-5050 NEW TILE ROOFING. CLASS "A" ROOFING (CRC o d� �a6�1-��R902.1.3) FASTENERS FOR THE �CY/ ROOFING SHALL BE CORROSION RESISTANT IN ACCORDANCE WITH CRC R905.2.5 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE 3 o PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE 9 REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE 12 3 12 N EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 3 3 — — — 2ND F.F. 1 1'-4"HT. PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS ABOVE F.F. 12 12 12 - DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR 10' PLATE HT. TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ABOVE F.F. W08.M30 W16-6050 WHITE SMOOTH STUCCO 0 WHITE SMOOTH STUCCO o n Electrical Meter ILI I D 10-3080 0 4 BUILT IN SEAT 24"ABOVE F.F. 16"ABOVE NGL F.F. —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Outdoor Compressor Unil door Compressor Unit — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 'v NATURAL GRADE LINE III � III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III PROJECT NAME: COZETTE RESIDENCE 1 PROPOSED RIGHT (WEST) ELEVATION SC : 1/4"— 1' o" 19160 COZETTE LN., CUPERTINO, CA, 95014 REVISION TABLE: 0 REVISION DATE BY DEP NEW TILE ROOFING. 27'-6"TOP HT. 01 7/15/2021 A.G. PLN — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CLASS 'A" ROOFING (CRC � ABOVE N.G.L. qll� R902.1.3) FASTENERS FOR THE ROOFING SHALL BE CORROSION 3 12 RESISTANT IN ACCORDANCE 12 WITH CRC R905.2.5 3 3 12 12 10, PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE 2ND F.F. WHITE SMOOTH STUCCO W19-4040 W19-4040 NEW TILE ROOFING. _W12-3050 FW12-3050 CLASS "A" ROOFING (CRC q ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR NEW TILE ROOFING. R902.1.3) FASTENERS FOR THE o DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. CLASS "A" ROOFING (CRC ROOFING SHALL BE CORROSION ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR R902.1.3) FASTENERS FOR THE RESISTANT IN ACCORDANCE CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL ROOFING SHALL BE CORROSION WITH CRC R905.2.5 BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT RESISTANT IN ACCORDANCE PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL WITH CRC R905.2.5 0 o SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES 0 0 v TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. 12 KYLIGH KYLIGH 12 12 OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- 3 2ND F.F. 1 V-4''HT. DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO — — — — — — — — — — — — — — — — — — — — 3 — — — — — — — — — — — — — — — — 12 12 � ABOVE F.F. CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE 10' PLATE HT. CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL EL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. WHITE SMOOTH STUCCO W13-3030 IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE L FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS W15-6056 0 F- w o DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. 71 a o � �� w Dzz-,solo SHEET TITLE: 0 BUILT IN SEAT 24"ABOVE F.F. PROPOSED 16"ABOVE NGL F.F. - - - - - - o -� - - - - - - - - - - - 41- - - - - - - ELEVATIONS LA AL - NATURAL GRADE LINE PROJECT ID: 2103-02 DATE: MARCH. 2021 SCALE: 1/4" = 1' PROPOSED LEFT (EAST) ELEVATION Community Development Department 2 Planning Division — Cupertino SC: 1/4"— 1' o" CUPERTI DRAWN BY: APPROVED A.G. Case 021-028, A a m ll Appr vat Body: Director/ Staff Approoval Date k / riE Signature ka OVed& 0 V AN Case Manager 27'-6"TOP HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J6 MS — — — — — — — — — — — — — — — — — — — — — — — — — — NEW TILE ROOFING. ABOVE N.G.L. 3 CLASS "A" ROOFING (CRC DESIGN 12 R902.1.3) FASTENERS FOR THE ATTIC, ROOFING SHALL BE CORROSION RESISTANT IN ACCORDANCE WITH CRC R905.2.5 AMSDESIGN 10' PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE 2ND F.F. 4010 MOORPARK AVE#101, BEDROOM HALL SAN JOSE,CA 95117 WALK-IN CLOSET TELL:(415)254.1606 E-MAIL:OFFICE@AMSDESIGNLLP.COM NEW TILE ROOFING. W05-6060 W05-6060 9� CLASS "A" ROOFING (CRC q W17-8056 q R902.1.3) FASTENERS FOR THE ROOFING SHALL BE CORROSION RESISTANT IN ACCORDANCE WITH CRC R905.2.5 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH 3 THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE 12 PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE 3 REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE 12 EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE W14-6060 PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS ATTIC ATTIG N 2ND F.F.11'4"HT. DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN ABOVE F.F. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 10' PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. LL BEDROOM HALL LIVING ENTRY COAT PANTRY ENTRY POWDER w CLOSET 0 00 Q N H � Q W09-8056 Q Z o 0 Electnca at J 96 1-6080 ca m o Elo ilet 16"ABOVE NGL N F.F. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — git J6= — — — — — — — — — — — — — — — — — — — — — — —— NATURAL GRADE LINE MIN.CRAWL SPACE PROJECT NAME: a M _M_ M M _M_ __M -M-M- -M-M- M_M_ M_M_ M_M_ M_M_ M_M M_M COZETTE M -M-M M_M M_ M _M_ :��i 1�i M MM RESIDENCE 1 A-A CROSS SECTION 19160 COZETTE LN., CUPERTINO, CA, 95014 Sc : 1/4"= V-0" REVISION TABLE: 0 REVISION DATE BY DEP 01 7/15/2021 A.G. PLN 27-6"TOP HT. —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NEW TILE ROOFING. ABOVE N.G.L. CLASS "A" ROOFING (CRC R902.1.3) FASTENERS FOR THE ROOFING SHALL BE CORROSION 3 RESISTANT IN ACCORDANCE 3 12 WITH CRC R905.2.5 12 ATTIC 10' PLATE HT. —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE 2ND F.F. BEDROOM OPEN BELOW ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR W19 4040 W19-4040 DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. 4 NEW TILE ROOFING. q ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CLASS "A" ROOFING (CRC CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL R902.1.3) FASTENERS FOR THE BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT ROOFING SHALL BE CORROSION PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL RESISTANT IN ACCORDANCE SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES =j WITH CRC R905.2.5 TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO 3 CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR 12 N WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- ATTIC, — — — — — — — — — — — — — 2ND F.F.11'4"HT. CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED 12 ABOVE F.F. DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND N 10' PLATE HT. DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT ENTRY KITCHEN&FAMILY PATIO RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. 0 0 0 0 SHEET TITLE: 2- 4080 PROPOSED -00000016"ABOVE NGL SECTIONS F.F. NATURAL GRADE LINE MIN.CRAWL SPACE ° PROJECT ID: 2103-02 U MM MM M_ _M_ DATE: MARCH. 2021 qq " _ l C_Ommunity Development Department B-B CROSS SECTION Planning Division — Cupertino cureRTt DRAWN BY: APPROVED A.G. 2 Case 021-028, SC : 1/4"= V-0" A a m Appr vaI Body: Director/ Staff Approoval Date Al) V niz in i Signature rkka` ovefaV ■ V Case Manager FLOOR AREA CALCULATION : N SCALE: 1/8" : 1' -----_ FLOORS SPACES SIZE AREAS (SQF) TOTAL — — �� ' a — 43'-10" 18'-7" 46'-0° DESIGN A 46'-0" X 18'-6" 851 ati 2ND FLOOR B 19'-2" X 19'-7" 375 1578 C 15'-7' X 22'-7" 352 /� `° p AMSDESIGN N D 43'-10" X 20'-8" 906 4010 MOORPARK AVE#101, SAN JOSE,CA 95117 E 12'-3" X 20'-7" 252 TELL:(415)254.1606 7 u E-MAIL:OFFICE@AMSDESIGNLLP.COM im 17'-4" X 18'-6" 321 2518 1ST F fl �3a co FLOOR G 14'-3" X 20'-7" 293 9'-1" X 1 '-7" H 3 8 726 19'-z° J zz'a° DN— — THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH 1 '-7" X 12'-8" 2O ` I THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE _ I I I I PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE C J C � � / REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE J 1 '-7" X 5'-1 1" 9 U �r� I I EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE GARAGE 460 �� / E o /r 5o I I o I PLANS .A OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR K 21 '-3" X 21 '-3" CV NLLFO TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN 451 i I I DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. TOTAL BUILDING AREA 4556 , 12'-3" 17'4 14'Y LLM 12'-8" 5'-11" M C:? M S _ J � FLOOR AREA CALCULATION : K SCALE: 1/8" : 1' FLOOR AREA DIAGRAM — 2ND FLR FLOOR AREA DIAGRAM — 1ST FLR FLOORS SPACES SIZE AREAS (SQF) TOTAL 2 3" SC: 1/8"= 1'-0" SC: 1/8"= 1'-0" CARPORT L 19'-4" X 10'-8" 206 206 — — PROJECT NAME: M 5-0" X 10'-8" 53 19'-4" COVERED N 5-0 X 18-7" 468 P PORCH 93 ; COZETTE op 0 7'-3" X 43'-10" 318 1 � o l RESIDENCE - - - - - - - - - - - 19160 COZETTE LN., CUPERTINO, CA, 95014 MODERN FORMS SQUARE REVISION TABLE: FXTERIOR MATERIAL SCHEDULF HAMPTON BAY LOW 10" HIGH BRONZE LED Z� REVISION DATE BY DEP SMOOTH STUCCO BOARD SIDING TILE ROOFING VOLTAGE OUTDOOR WALL LIGHT 01 7/15/2021 A.G. PLN TITLE TYPE INFO - ROOF TILE ROOF GREY CONCRETE TILE Q� STUCCO SMOOTH/ WHITE SIDING , WOOD BOARD SIDING CEDAR TONGUE & GROOVE ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. GARAGE DOOR C LO PAY DARK GREY / G LASS ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR ,� CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT :•<' PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL DOOR FEATHER RIVER DOORS DARK GRAY/ GLASS SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- r ` DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO WINDOWSM I L G A R D T U S C A N Y / DARK GREY CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS 19148 COZETTE LN. 19160 COZETTE LN. 19161 COZETTE LN. DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: •# �= 4 FLOOR AREA DIAGRAM I MATERIAL BOARD I - STREETSCAPE ELEVATION A 'J 'r C PROJECT ID: 2103-02 INK � E � � r' DATE: MARCH. 2021 SCULmmunity Development Departtmen /' Y; _ `` �' Planning Division — Cupertino 71 - - r- -- .xfif y DRAWN BY: A.G. APPROVED CUPERTI 9 Case 021-028, - A a m STREETSCAPE ELEVATION — y Appr va I Body: Director/Staff 3 _._� ^ _- �.. _ �en; _ d Appr va I Date /�--��VV Z■ V 1 .,.� Sign ture riE ika�ove�a Case Manager LEGEND: LOREEAVENUE I AC ASPHALT CONCRETE I I BC BUILDING CORNER NEW BW BACK OF WALK I I G CB CATCH BASIN RESIDENCE %- CMP CORRUGATED METAL PIPE �G— �S.89-3�O �° 1 _ 14"OAK CRN CROWN Co CLEAN OUT - - - - - - - - - - - 4SHRUB c o F° �+ ° y, 102.84 ��, + �' 4 SHRUB �� o� 5 SHRUB �o +� 0 0 I DW DRIVEWAY GROVE OF SHRUB ° EC EDGE OF CONCRETE � 0 102.43 " ° COAK I EM ELECTRIC METER 9"OAK 102. EP EDGE OF PAVEMENT 17 OAK FCOR FENCE CORNER 19160 COZETTE LANE EXISTING A FD FOUND CUPERTINO CA 8"OAK N'` 1� I v FF FINISHED FLOOR +oo�� SHED i FL FLOW LINE APN: 375-07-022 FH FIRE HYDRANT FW FRONT OF WALK p G GROUND ° o �° GC GARAGE CORNER NN F �, GF GARAGE FACE/FRONT I I +Goy o� I GFC GROUND AT FENCE W E C GM GAS METER NN 0 5 10 20 HCR HANDICAP RAMP & A S S O C I A T E S Q o +.�o +,�o +°off. °�, INV INVERT IP IRON PIPE C'7TR JP JOINT POLE 2625 MIDDLEFIELD RD#658 ° n� o LG LIP OF GUTTER PALO ALTO, CA 94306 �o�� L 0 T 1 5 1 O/H OVERHEAD � p �o�� ° FG PC PROPERTY CORNER TEL: (650) 823-6466 o ° AREA = 13,326±SQ.FT. FAX: 650 887-1294 O O RW RETAINING WALL ( ) O °D p ° ° G �� SL STREET LIGHT +�o� 6 SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE t6"TREE SDMH STORM DRAIN MANHOLE XISTING GARAGE �e L' o °° F� � TBC TOP BACK ROLLED CURB ° TC TOP OF CURB o . TOB TOP OF BANK TOE TOE OF BANK TP TOP OF PAVEMENT N TRC TOP OF ROLLED CURB G �o / TW TOP OF WALL UND N° / VCP VITRIFIED CLAYPIPE F° �� D°,\6 ° o ° I WV WATER VALVE F� p p I WM WATER METER BOX oD -CN- CABLE TELEVISION LINE EC °°.21 o F°� ° p p -E- ELECTRICAL LINE +G°goo ° D +�,° FG -G- GAS LINE N -SS- SANITARY SEWER LINE (If ° ° p o o. p 24"TREE 4"SHRUB I -SD- STORM DRAIN LINE LICENSE STAMPS AND SIGNATURE w o p ° off. o o �° I -T- TELEPHONE LINE o B p N -W- WATER LINE CDQ �G �r BASIS OF BEARINGS Afro o o p ti Q+�� ° THE BEARING, SO 23 00 E, OF THE CENTER �� CZ) o p �G L ° D LINE OF TANTAU AVENUE, AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF V O -° �+ p THE RECORDER OF SANTA CLARA COUNTY, �o 8"TREE STATE OF CALIFORNIA, IN BOOK 22 OF MAPS _PN�, w AT PAGE 4, WAS USED AS THE BASIS OF �'� L.623' i�- z C) I FG o p i N BEARINGS SHOWN ON THIS MAP. +DF CAL�FO$- �+ I 19146 COZETTE LANE N p o� °� G N BASIS OF ELEVATION: EXISTING HOUSE o +�e�� 02.28 p T^ RIDGE=130.67t C" I °° D 19160 COZETTE LANE �G TBM ELEV=100.00 (ASSUMED) ISSUED V 1 I I N o EXISTING HOUSE o oV� FF = 102.20f UT1LffY NOTE: No. Description Date o�� D 12"OAK o UNDERGROUND UTILITIES. SHOWN PER ° N?' � SURFACE EVIDENCE AND RECORD MAPS. p No ° I �° MAY BE DIFFERENT THAN AS SHOWN. BEFORE EXCAVATION, CALL UNDERGROUND ° p °N PORCH ° fiRE�E G SERVICE ALERT (USA) 1-800-642-2444. i p LEGAL DESCRIPTION o POISTT ° o I LOT 151, TRACT N0.550, MAP REF: BOOK j — — — — — — — — — — — � o +�Qo�Dq, 22 PAGE 4 AND 5 m of EM&GM NOTE DATE: APRIL 3,2021 N p ° 1 01.49 1. MEASUREMENT OF BUILDING LINE IS TO SCALE:D D 101.29 +�o I THE FACE OF STUCCO OR SIDING 1 -- 10 o DRAWN: 7"TREE p 101.06 \ +Go 3"SHRUB 2. SINCE A COPY OF TITLE REPORT WAS BG _ _C _ ,� EVALUATED.NOT PROVIDED, ONSITE EASEMENT WAS NOT 7O8: 10078 oo�' mac, 5"SHRUB WM 17 fiREE �� 100.93 SHEET TITLE: 0�0� +�° °A +�o��° .99.85 � D=90o 00 0o BOUNDARY& �... � °°� °°° �° �� L=62.83 TBM ��°. G G TOPOGRAPHIC OI-12"TREE o° EL=100 0 \\ '� ° \R=40.00 + + o SURVEY IL 1�. .......... 1"TREE \NE O/H UTIL O/H UTIL L 3"SHRUB U/H UTIL 1 ��o o\ I SHEET N0. O/H UTIL U/H UTIL ��COZETTE LANE ( 601R/W ) 0/H UTIL Q° , , + ° MH 2 X20 P.U.E. o° I C mu t evelopment Department o/H uTIL _ _ 0 _ +�, _ 40"OAK Pen ' g Division - Cupertino 101 �1 MON JP o°O ° S.89'37 r0 WHRUB 41 .02' CUPERTINQ APPROVED Case # R-2021-028, A a m Approval Body: Direc�f/ #f Approva I Date 01/02/22 Signature Erika Poveda Case Manager DESIGN AMSDESIGN AL F THE EX I TIN R E T BE D MOORPARK #101, SAN JOSE,CA 95117 TELL:(415)25 .1606 E-MAIL:OFFICE@AMSDESIGNLLP.COM 100'OQ L z g 9 OCR 0��' y J o 4 y g.9• �, 1� .f O `) J J �0 J y J pl y THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH O W p` J p! V I I O co"70i _ yJ ! y THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE ED �L PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE cSJ _ m D <p REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE ow ry Y p O(L/ D C'p o EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE o �Z cYl z - Ol �2 �l O �j ° 2 l m ° PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS iQ" O In W O 54 2 ° -O DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR �� Ie - W > j- � lS1 - ILA ~ TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN r Ln z O m ��. W (n 2 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. W ! CO. o Oo• O_ W_�! g�,, lfl Cp W O Cp (� !pl V_/ LU 1p of 9 �p ` ! l Z y l X In gn. LU l 'D°< 06 erg. w o9 O CV z 6l o• c' J�! 10 J c, �gc� �Ol J�l l g 0 Z 9 `rp. ! �(' Q 6�. cJ l �p `pl g 9 ID Ld J m J c' J S. 8. tib � LU `� J� �0/ col In � ` 2 ! o 0 Ol p X ° l �'o 0 0l. j PROJECT NAME: rs. ! Jc0. y f� �!• !�. Co o 'N 2 c'o! oc . %c'o z Z �� C'�. LL z �0.01 Jam" yy ��o o ��o� �� COZETTE r >m� �� o V_ � o m � ��pl RESIDENCE m � o � J 8Z. o o g 0 J 0 COl w,10� Z 2 9� �S`�l 6 p I- _ �o 19160 COZETTE LN., �10- 0 CUPERTINO CA 95014 S. 9. O S J 0 ��O! ��. .� ��'o �o ^ � o J ! J o Jg o l m �'' c' J l c' 11-� S 6 d o� c!� ! ►U �Ol 1 pl J pl l O 2j •l ! 60 °�z s o oS --� REVISION TABLE: r %Ym J�S� !�. C01 JO! o aJr�cl�0l OSJd- ° z z of J�'o -9 c, po � REVISION DATE BY DEP TooWO �o w Jam! �c'o <<• <<, o !6. - 01 7/15/2021 A.G. PLN Q, F J l DCO J pl ��p0 Ln J o '9l ! ;pl !p! p Opl •1� J�IC� p! `y Va^ of PC,. J w ! O ° _ � moo! �o� J`�6�o `00� O o z y oZ .( p, 0 l 9p l O �l �00 O o c,c' c'S A II O `� O W x J�l rS6 C'zs. p CLa J F Ol ~ K o fr W Jlo! J`ol `<` O g !Z. �� PAC' C6 �6 O 0 o� �p ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. l J J Ol o! J J y to NI dW�� p01 l ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR y y 4ll d. CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL ! z BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT IIOOI G��O0• g G I^NHS 0 PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL c SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO 00, 8 CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR 66 WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO J4,p! COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT � RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT ZOOM--4 O N i✓ OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE 1'd MOCINIM (�) J� FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: DEMO PLAN NORTH PROJECT ID: 2103-02 1 DEMOLITION PLAN DATE: MARCH. 2021 SC: 1/8"= V-0" ommunity Development Depar/-ttmen LEGEND : Planning Division — Cupertino DRAWN BY: A.G. CUPERTI O APPROVED F EXISTING STRUCTURE Case 021-028, A a m Appr vaI Body: Director Staff GRAPHIC SCALE : Appr vaI Date 2 118 INCH = 1 FEET A I 0 2 4 6 8 10 20 30 Signature Erika ove a Case Manager Revision WATER-EFFICIENT LANDSCAPE CHECKLIST WATER BUDGET WORKSHEET Landscape Documentation Package Checklist Community Development Department Community Development Department LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org[is ] - PROJECT INFORMATION http://cupertino.org/planning Cupertino, CA 95014 planning@cupertino.org CUPERTINO CUPERTINO http://cupertino.org/planning a Date - 11/3/21 PART 1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION b Applicant - Greg Lewis - Landscape Architect PART 1: PROPERTY INFORMATION c Project Address - 19160 Cozette Lane., Cupertino COMPANY&COMPANY ADDRESS PROJECT ADDRESS A.P.N. Na 2176 d Total Landsca e Area -8086 sf Gregory Lewis - Landscape Architect 19160 Cozette Lane, Cupertino p NAME LIC./CERT.# e Type of project -single family residential Gregory Lewis #2176 �,T I IQ REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA g Checklist of all documents in package - see this page CD E-MAIL PHONE FOFCA 45.3 8086 7286 0 h Contacts of Applicant - lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSIONAL SEAL SQ.FT. SQ.FT. SQ.FT. N Owner - Tracy Hsu - 22330 Santa Paula Ave., Cupertino * PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE (408) 464-5030 TracyHsu tracy-hsu@yahoo.com REGULAR LANDSCAPE AREA i "I agree to comply with the requirements of the water efficient landscape 0 trac y y HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF X LAND- ETWU W FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA ordinance and submit a complete Landscape Documentation Package CD 22330 Santa Paula Ave. Cupertino = o 1 0.25 Drip 0.81 0.3086 6160 1901 .23 53,398 19160 Cozette Lane, Cupertino 0.75 _ _ Q 2 0.8 Spray 1 .0667 800 853.33 23,967 A.APPENDIX B WATER EFFICIENT LANDSCAPE WORKSHEET SEE SHEET LO M PROJECT TYPE(CHECK APPLICABLE) WATER SOURCE W New Potable 3 0.5 Drip 0.81 0.6173 100 61 .73 1734 0- Lo TOTAL LANDSCAPE AREA TURF PLANT AREA Q o Fo Rehabilitated ❑ Recycled B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET Ll AND IRRIGATION PLAN - U CD ❑ Non-Residential ❑ On-site captured rainwater 808 6 SQ.FT. $�� sQ 4 0.25 Drip 0.81 0.3086 75 23.15 650 SEE SHEET L2, L3, L4 o Q Ganwater 5 0.5 Drip 0.81 0.6173 951 587.04 16,488 WATER PURVEYOR NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA Q Ua 7286 0 GRADING PLAN - see Civil Grading and Drainage Plans by civil engineer. J c; SQ.Fr. SQ.FT. (_) N TOTALS (A)8086 (B> 3426 (Y�6,237 PART 3: COMPLIANCE CHECKLIST SPECIAL LANDSCAPE AREA W Ln Landscape Parameter Requirements Compliance The following items shall be submitted to the Director of Community Development J 3 a� 1 when a landscape project is subject to the requirements of this chapter, prior to final TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area no turf (No turf in non-residential area) y�( YES 1 inspection 0 O_ �'` ro Turf shall not be planted on slopes more than 25%. YES TOTALS (C) 0 (D) 0 (Z) 0 L ti All portions of turf areas shall be wider than ten(10)feet(unless irrigated with (YES A.CERTIFICATE OF COMPLETION (D subsurface irrigation or low volume irrigation system). �` PART 3: WATER BUDGET CALCULATIONS DEFINITIONS (Y) + (Z)96,237 < 124 907 MANrA • HYDROZONE:Put in hydrozone#,letter,or planting B.CERTIFICATE OF INSTALLATION, FOLLOWING INSTALLATION OF LANDSCAPING ETWU PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of - ( ( ) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, native or low water use plants. �p`� YES front lawn,etc.) PART4: ETAF CALCULATIONS • PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. C. IRRIGATION SCHEDULE 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 Plants with similar water needs shall be grouped within hydrozones.Each YES for high water use plants. D.LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE hydrozone shall be controlled by a separate valve. 0.42 •(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)inchesdeep,shallbeapphedper1X0sq.ftoflandscapearea YES (ETAF) < (0.45 for non-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape E.IRRIGATION AUDIT REPORT 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. y YES new and existing Special Landscape Areas shall not exceed 1.0. I"� �.42 Site-wide ETAF ETo=evapotranspiration rate means the quantity of water hydro-seeding). evaporated from adjacent soil and other surfaces and transpired by plants during a specified time Grading shall be designed to minimize soil erosion,run-off,and water waste. YES 0.62 is a conversion factor that converts acre-inches/acre/year to NSA IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or FORMULAS gallons/sq.ft./year. N q� YES No. 2176 no irrigation soil moisture sensor data and utilize a rain sensor. ETWU= ETo x 0.62 x (ETAF x Landscape Area) Estimated Total Water Use -� system Irrigation controllers shall be a type which does not lose programming data in YES r 4 0/2022 the event the primary power source is interrupted. MAY1 A = ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] � Maximum Applied Water Allowance Page 1 of 1 IMWATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org CUPERTINO http://cupertino.org/planning Landscape Parameter Requirements Compliance IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturer's recommended YES pressure range. U Manual shut-off valves(such as a gate valve,ball valve, or butterfly valve) shall �f YES be installed as close to possible to the point of connection of the water supply. 0- All irrigation emission devices must meet the requirements set in the ANSI V� standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter U Standard." All sprinkler heads installed in the landscape must document a N YES distribution uniformity low quarter of 0.65 or higher using the protocol defined Y`� in ASABE/ICC 802-2014. ( 1 LL Dedicated irrigation meters are required for non-residential projects with more YES W than1,000 sq.ft. of landscape area. this Is single family residential WATER FEATURES Pool and spa covers shall be installed. N O o 0 I or spa ❑ YES , ^ ❑ pool Recirculating water systems shall be used for all water features. None YES ❑ other: �J no water features Water features are limited to 10% of the landscaped area. None ❑ YES J 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 W with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any ICI changes to the project will necessitate a new checklist. Q W U z o I 1/3/21 ❑ �o Landscaping Is not Installed yet ❑ o%, Applicant Comments ❑ Use additional paper if necessary r� Staff Evaluation Staff Comments C o m m u n i e_uQ1op4z.ie.nt-De.p:a._ men t Approved ❑ Plannir IE'DiViSi18/K21Cupertino CUPERTINO SA(,rPROVED ❑ Not Approved ❑ Case# Fko - , Permit# ❑ Approval BodyApproval Date I staff -/ Signature E I Page 1 of 2 Case Ma r of 5 � I n i qnj Epp Cr'fi Red 1-QA 24"box replacement tree d Landscape Site Legend Revision Communi y De t Planning A lFi on — Ci��.',�eyrtin§IZE SPACING WUCOLS BOTANICAL NAME COMMON NAME 1❑ DrivewayPaving Concrete or avers, pattern and color to be R oak and Privacy Tree max 10' R oak RATING g p Remove Remove from LN Remove CUPERTIN° PP OVE GALLONS selected by owner. Install score joints and expansion joints to control ❑ . 1 1 ❑ R tree Front yard tree shall have a minum planted height of 6' (CIVIC 19.28.120) _ _ _ _ _ __ .. kill..—.. ..—.. Case # R- - cracking I conc. IS used —"�" — LN 14"Oak L4 rJe LOW Lagerstroemla Tuscarora Crape Myrtle ° LN ° ° LN° LN° min. to remain m Screening HYD 1 Approval Body: irec r%.Peight of installed screen shrubs is 8 feet when planted 2 Front and walkway - Concrete or avers, pattern and color to be Screening X HY 8 screening ❑ acement Tree and PrivacyTree ❑ Y y p p 3 Approval Date o�I 0T11 kknx,n� LOW Quercus agrifolia CA Live Oak selected by owner. It needs to be strong enough to drive on as part of the LN Screening Signature Erik Poveda A•II I'l-ight _f : , ta"-d screen shrubs is 8 feet when planted driveway but have a contrasting color, pattern from the driveway to look ❑ ° sR i to'roak n Case Manager SR like and entry walk. Install score joints and expansion joints to control sR Screening Shrubs I LANDSCAPE J Greening cracking if conc. is used PRIVACYSCREENIN 9❑ LN 9 15 10 max LOW Laurus nobilis Grecian Laurel LN These remaining Oaks and proposed Oak Existing ° will meet or exceed height,spread criteria, i PG 6 15 10 max IVIED Podocar us racilior Fern Pine row of g and rowth rate of listed materials and are suitable p g � Paving for side yard walkways natural gray color concrete.with no color Podoaarpus ❑ ❑ for the applicant's property Min. height of installed screen shrubs is 6 feet when planted LM HYD LM LM HYD 1 Order from nurser a Ion time in advance to be sure you can et them minimum height required added and score joints LM v Y 9 Y 9 g8 • w CD Shrubs LN LMoo ® Rear patios- Concrete or pavers, pattern and color to be selected by = o MC 3 5 5' - 8' LOW Myrtus communis Myrtle owner. Install score joints and expansion joints to control cracking if conc. HYD 3 7"Ash M LC 3 1 4' - 6' LOW Loropetalum Razzleberry or other maroon one IS used LP A/ T/ � to remain Q .� .� PE 20 5 or 15 4' - 6' IVIED Pittosporum eugenioides or tenuifolium Sc1�ening SL 5 Existing fence - Repair and or replace as needed 9 ° fawn � HYD , 0 PE 5 I o ❑ 9 P p �❑ 20'W ❑ Ground Covers P WD 2� Q LP 6 1 4' - 6' LOW Lomandra Platinum 6 Install new 3 foot wide gates with alv. hardware LP sL PE HYD 5Ni N 1 1 ' - LOW N n In If Stream ❑ g g ❑ I HYD 1 HYD 3 4"Fruit tree J �j C 3 6 a d a Gulf St ea Heavenly Bamboo to remain cn C DV 7 1 3' - 6' LOW Dietes irridioides Fortnight Lily 7❑ Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD LP LP SL PE SR 4 1 3' - 6' LOW Salvia Lipstick Red Salvia or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. HYD 3 JCU 8' OC 96"Ash — SL 3 1 3 - 6v LOW Salvia leucantha Santa Barbara Mexican Sage LM to remain o co LM 11 1 3' - 6' LOW Lantana montevidensis purple Low Purple Lantana ® Tree protection fencing SS LM ss PE ❑ wco SS 2 1 3' - 6' LOW Llmonium perezll Sea Statice HYD 1 8 10� 14 ' - ❑ PG PE : HYD 5 � LB 1 4 6 LOW Lomandra Breeze 9❑ Angled projection lines from 2nd story windows that require plant ° 0 Screening 11 1173 Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board screening 0 Covered Patio PE Plant quantities are for planning purposes only. a ❑ 9 one Remove 4" 0 Min. 2 feet wide landscape strip for drainage swale along sides of story PE : Photinia Contractor to install all plants shown on plan and verify plant count. 0 PG 9 Second Story 0.ufline . . .:.:.:. . . . . . . . . . . . . . . . . . . . . . 9 I YD 5 Ask owner if she wants to increase an of the installed plant sizes property Remove fig" 8 y p p p Y ❑ Ex.school site _ a _.,� . . . . . . . . . . . . . . . . . . . . . . . . . .�.�.ton.don.PlaneTre.e.�.�.�. �. . . . . . . . . . .� Order screen shrubs from nursery a long time in advance to be sure you can get them minimum height required oo HYD 5 - No screening One 9 i required WATER EFFICIENT COMPLIANCE CHECKLIST NOTES - TURF, PLANTING, SOIL MANAGEMENT Story PE Q. . . . . .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. 11 PGa . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ 00 1 THERE IS TURF LAWN SPECIFIED FOR THE LANDSCAPE screening ° 8 0 . TREE PROTECTION DURING CONSTRUCTION. Ex. 70.. . . . . . . . . . . . . . ..� HYD 3 I 5 8"Pistache 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS PROTECTED TREES DESIGNATED FOR PRESERVATION SHALL BE PROTECTED Fruit . .o �o�, to remain �pNDSCq . trees G„ . . . . . . . . . . . . PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE ❑ R.O.POSED 2 STO.RY.RE.SIDENC.E . . . . . . .�.'� 9 �� DURING DEVELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE FOLLOWING, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� PE No. 2176y� CONTROLLED BY A SEPARATE GROUP OF VALVES PG ............................... WHICH MAY BE MODIFIED BY THE PLANNING DIRECTOR: ° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Q ❑ �r ( 1s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� 4/30/2022 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A. PROTECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE TRUNK THAN L i i 3 21 4 AT LEAST 6 CUBIC YARDS OF COMPOST BFI SUPER HUMUS AND 16 POUNDS OF 12-12-12 FERTILIZER PER 5 9 �'T • �P ( ) ONE FOOT FURTHER OUT THAN THE DRIPLINE, AND FAR ENOUGH FROM THE Path -u. PE I HYD 5 ❑ 9TFOF Cps-�� 1000 SQ.FT. OF PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT HYD 5 C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TRUNK TO PROTECT THE INTEGRITY OF THE TREE. THE FENCE SHALL BE A � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � UNDER CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER One �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .o �,, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PE RECOMMENDATIONS OF A SOIL FERTILITY TEST AND ANALYSIS FROM A SOIL LAB (HIGHLY RECOMMENDED) MINIMUM OF SIX FEET IN HEIGHT AND SHALL BE SET SECURELY IN PLACE. THE PG Story : : : : : : : : : : : : : : : : : : : : : : secondSfioryOutlirie O FENCE SHALL BE CHAINLINK WITH 2" DIA. STEEL POSTS MIN. 10' O.C. TO ALLOW o Remove VISIBILITY TO THE TRUNK FOR INSPECTIONS AND SAFETY. THERE SHALL BE NO One E 12"Oak 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING r•. n n q Story to STORAGE OF ANY KIND WITHIN THE PROTECTIVE FENCIN - AREAS EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. OWNER TO APPROVE CHOICE OF ° _ D NC 0------- s B. THE EXISTING GRADE LEVEL AROUND A TREE SHALL NORMALLY BE screening 5 PG DV v Dv Remove MULCH PRIOR TO SIGNING INSTALLATION CONTRACT HYD 5 2 � PE I 7"Pistache MAINTAINED OUT TO THE DRIPLINE OF THE TREE. ALTERNATE GRADE LEVELS O HYD 1 DV v one 1 a 9 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL MAY BE APPROVED BY THE PLANNING DIRECTOR AND PROJECT ARBORIST. Row of p�S LI `` story HYD 5 Q existing NOTES C. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED tall Eugenia m LB Y 4 2 Garage o U shrubs to 5❑ IN ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. � remain = Lg a T e Cl) w PEi 7 o 7 SEE SHEETS L3 AND L4 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS D. NO SIGNS, WIRES, OR ANY OTHER OBJECT SHALL BE ATTACHED TO THE TREE. 7"Camphor I ° HYD 1 3 •— E. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL CODE to remain TR E LM Dri ay ` \ i U PE: 8 DON'T TRENCH T00 CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, _ i a or a HYD 5 Q CIVIL, OR STRUCTURAL ENGINEER t — 1 a n l 6 10 W r 1 8 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE ❑ 8 a Patr, MOST CURRENT SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES S DEWALK T R / LB PE i Paving in Front Yard Setback ® MET LB HYD 1 CURB SID n 1 17"London Plane D HYD 1 LB LC W J (: 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION Total Area - 2058 sf tree to remain Lg LC PE COMPONENTS. SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR Total Paving — 790 sf $ LB BUILDINGS LM LB ® HYD 5 790 sf/2058 sf - 39% OK less than 40% COZETTE LN. HYD 4 �. LB LB LC HYD I PE , 3� O 11 ALL SHRUBS AND GROUND COVERS TO BE DRIP IRRIGATED. SEE THE IRRIGATION PLAN I"Crape Myrtle LM ° : El (� , 0 street tree to remain \ 8 LB o 3''Shrub W BCD D- 90°00'00" 12 CONTRACTOR SHALL REFER TO SHEET C.2 FOR SITE GRADING AND DRAINAGE INSTALLATION — L=62.83' '� I O� H d rozo n e Summary m a r R=40.00' 1 � HYDI 13 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT y S y Mc Mc MC 7 TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. HYDROZONE -DESCRIPTION GPM SQ.FT. % OF TOTAL I 8 ❑ VALVES El Gravel - L..—..—..—.. 4 ak 14 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIVISION 41 .02' to remain PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH THE CITY'S HYD 1 1 - 1 ,2,7 DRIP, LOW WATER SHRUBS 3.2 6160 77% REQUIREMENTS. HYD 2 2 - 3 SPRAY,HIGH WATER,LAWN 8.2 800 10% 15 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO INFORM HYD 3 3- 4 DRIP,MED WATER,TREE 1 .3 100 1% "1 have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS CONSISTENT them for the efficient use of water in the landscape design plan" WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5FT OR LESS ��Lew is Date 11/3/21 FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF HYD 4 4-6,9,10 DRIP,LOW WATER,TREE 1 .0 75 1�° Gregory Lewis - Landscape Architect Lic. #2176 9/11/21 Same A5 Noted COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. HYD 5 5-5,8 DRIP,MED WATER,SHRUB 2.1 951 11% Drawn Greg Hydrozone Plan I - 1o1_o1 Job Sheet 16 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND NEW TOTALS 8086 100%FRONT YARD TREE Plant *ing 0' 10' 20' 11 of 5 L I DripIrrigation Notes Irrigation Notes Revision g WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION 8"oak 9"oak 6' oak 1 ) SECURE LARGER 3/4 DRIP TUBING 1 BELOW GRADE Remove 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND UTILIZES A Remove Remove 81 01 ' oak or valve 6 WITH 7" OR 11" U-SHAPED STAKES 3 FEET ON CENTER OR RAIN SENSOR — — — — — — ----- — — — — — — — --a _14°oak CLOSER SO THAT THE TUBING CAN BE FOUND EASILY BUT 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE � DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. � to remain I X COVER TUBING WITH SOIL AND MULCH AND INSTALL PRIMARY POWER SOURCE IS INTERRUPTED3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE 4-` 7 Oak THEM SO THEY CAN BE FOUND EASILY. I I to re n 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF RANGE PLANTS TO MINIMIZE LENGTH OF SMALLER 1 4" TUBING. 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF / CONNECTION OF THE WATER SUPPLY SECURE EMITTERS ON 3/4" TUBING AT PLANT ROOT BALLS. 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD Existing WHEN NECESSARY RUN SHORT LENGTHS OF 1/4" TUBING row of I I FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD". ALL Podocarpus ON 1/4 TUBING AT 12 ON CENTER AND COVER TUBING SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY I U LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 w WITH 1 OF SOIL PLUS MULCH. W I I F- oo - 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 = o 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, SQ.FT. OF LANDSCAPE AREA - this project has more than 5000 sq.ft. of planting area so one is I 7"Ash M THE LOCATIONS OF THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER THE required �o �o o 10 L '° t°rem°'n w c ROOTBALL. 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS LAWN. I L 8 SEE SHEET L3 AND L4 FOR DETAILS AND SPECIFICATIONS Lawn 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 9 GPM AT MINIMUM 55 P.S.I. AT THE I 2o'x4o' l W 0) MINIMAL DIFFERENCE IN FLOW BETWEEN 10 PSI AND 40 PSI) I0 10 �o� 10 Q o < 0 POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE I I z AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). USE i If you have enough pressure you can use Q N ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW six Hunter MP Rotator MP 2600 nozzles instead 4"Fruit tree J ` CL AGRIFIM PC PLUS PRESSURE COMPENSATING EMITTERS). 'You will need 45 dynarmc psi at furthest head `-' Ta ( ) to remain U USE THE ONES THAT 1 /4 TUBING CAN BE CONNECTED T0. THRU THE VALVES WITH MORE FLOW). IF PRESSURE EXCEEDS 75 PSI AT POINT OF � for 20'raidius and approx60to65dynamicpsiatPOC �_ C CONNECTION INSTALL A WILKINS 600 1" PRESSURE REGULATOR. THIS SITE HAS APPROX. ---- 1b ' 10 10 1� 1 9 OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE RATE 0 co J T AT STARTUP REQUIRING LARGER PIPE SIZES. 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO I CIO CLOSE TO TREES. STAY 8 TO 10 AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER i I 6 Ash Y to remain M TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER EMITTER SCHEDULE: co POSSIBLE. I w co 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE OR AS SHOWN THREE 1 GPH EMITTERS AT MEDIUM SHRUBS ON THE PLAN. INSTALL 1" TEE AND A 1" BALL VALVE AND RUN 1" SCH 40 PVC TO VALVE i I I HYD3 LOCATIONS. KEEP ANTI SIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 61, TO 12" 11173 i 10 T35 DV,LB,LC,NC,BF,MC,LP,SR ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF PATHS. j covered Patio 0.4 drip FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN,PE 12 MAKE PROVISIONS TO ADD AN ENOUGH EXTRA CONTROL WIRE SO THAT ONE VALVE COULD HYD2 ne Remove 4'' WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME 3 135 Story Photinia BE ADDED AT EACH VALVE GROUPING IN THE FUTURE Fq 0.5 Second'S't.Oryo.ufline.'.'.'.'.'.'.. . . . . . . ' . ' ' ' I HYD3 OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT . . . . . . . . . . . . . . . . . . . . . . . . . . .1?emoye. . 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A HYD1 ..tondon.PlaneTree : 4 35 UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE 2 J0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 17 dri ROOT ZONE AREA. 1.6 O One : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : :.:.:.:. p HYD5 CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. HYD5 story I o 5 35 THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR 18 135 J Q . . . . . . . . . . . . . . . . . . . . . . . I 0 1.7 drip FOR TREES ON DRIP INSTALL FIVE 1 GPH EMITTERS AROUND W o.4 drip I . . EDGE OF ROOT BALL AND ON ROOT BALL AND INSTALL NEW PLANTINGS AND MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION Ex. . . .( MAINTENANCE SCHEDULE. Fruit I s"Pistache . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FIFTEEN 1 GPH EMITTERS ON 2X2 GRID UNDER FUTURE TREE : I Story to remain �pNA ,' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .o READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT trees N . . . . . . . . . . . . - CANOPY I .. ....O. . .... :s:TO:... .. . . . .. . . .. . . .:::::::::::.:.o I No. 2176 ti LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT .... . .. ....... .. . . . . .. I ��r Luis 14 IRRIGATION RUN TIMES TO BE BETWEEN 8:00 PM and 10:00 AM UNLESS UNFAVORABLE WEATHER a ° 4/30/2022 PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY HYD4 I i I Q 9 135 J : 1 °. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I II Path . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I qTF OF �O� 0.4 dri .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p 1 a C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I cA� .o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Min.dynamic psi t valve a �, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . One �,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Story "' : : : : : : : : : : : : : : : : : : : : : : Irrigation Legend Hydrozone HYD 1 SecohdSficiry0utline.-. . . . .-. ❑ . KEY MANUF. MANUF. # DESCRIPTION valve ID 1 35 IT MI Remove GPM flow 6 dri z One - I I 12"Oak . . . . . . . . . . . . . . . . . . . . . . . . 3 —C Hunter PC-10 4 station controller with enough modules for 10 stations Application rate Story verify controller L3 exterior wall mount with multiple I -- - ______ location with a Point of connection for irrigation owner Remove programing, cycle start, and calender program where new water line enters house 1 I 7''Pistache Hunter SOLARSYNC Install Wireless Solarsync weather sensor in sunny location that Install pressure manual ball valve One 1 receives rain Install sub water meter for irrig. I Story 1 Row of POS System will adjust valve run times according to weather existing o O Path 1 Q C Hunter PGV-ASV 075 3/4 anfisi "hon valve with 3/4 Amiad Filter, Senni er PR30 tall Eugenia I Garage I U L3 "� p g shrubs to D O �� 1 pressure regulator, and adaptor to drip tubing remain it I n 1 O C Hunter PGV-ASV 075 3/4'' antisiphon valve for spray sprinklers - no filter or press, reg. required Cl) i o ° I �V C L3 Run 1" Sch 40 PVC pressure line from point of connection to valves 7"Camphor I 6 D35 U to remain Driv ay P L3 � 1 manual brass ball valves TR E � a or HYD I Q ..�I 7 135 [ 1 ) 1.0 dri V� L3 10 Toro 0-10 10 Precision Series Nozzle on 6 pop up 30 psi pressure regulating body U o ° °Path ° • - SM 3/4 sub water meter for irrig. installed below grade in large valve box S DEWALK WATER i ® MET&&R CURB SID 17"London Plane W J 3 3/4" Nonpressure line - Sch 40 PVC 3/4" unless noted for larger tree to remain 1" size - 12" of cover 'NP � ———————————— Pressure line - Sch 40 PVC : 3/4" unless noted for smaller size - 18" of cover COZETTE LN. \ I o`J 1"Crape Myrtle W r 1 LINES UNDER PAVING street tree to remain \ 13''Shrub _PL CD _ Pressure line - 3/4" Sch 40 PVC 24" deep 000,001, I z N P D=90 — _ _ _ ,_ Non Pressure line 3/4" Sch 40 PVC 24" deep —..—.. L=62.83' ' I 0�1 —W1„—„—„_ Elec. control wire conduit 1-1/4" gray Sch 40 PVC 24'' deep R=40.00 L3 L3 3/4'' PE drip tubing with compression fittings - see drip notes Gravel — ...... —..—..—L.—..—.�..—..� Tree drip irrigation 40"Oak L3 �— 3/4" PE drip tubing with compression fittings - see drip notes 41 .02' to remain Lines under paving to be in sleeve 2x size of line Communil ment Planni (Divisilol/N21 Cupertino "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied CUPLRTINO s,A(,1rPR.0VRD them for the efficient use of water in the irrigation design plan" • • case # - - Irrigation — 1 " 1 01 011 Approval Body: Job Gregory Lewis - Landscape Architect Lic. #2176 11/3/21 Approval Date 1/04/22 01 101 201 Signature Erik kveda I I Case Ma � e of 5 Revision ArborTie nailed to stake Use bolt on lid Mark lid with "Irrig. Gate Valve" Use bolt on lid 2"dia. Lodge Pole or equivalent- 18" Gate valve or water meter Mark lid with "Drip Flush Valve" in solid ground placed outside rootball same size as pressure line and plumb Flush Valve ArborTie nailed to stake _a,L, r PVC Male Adapter I I � Mpt x Slip Mulch (3'deep) pulled 3 inches away IIIfrom trunk Sch 40 PVC pressure line LI Top of rootball to be 2 inches above surrounding soil level 4"high berm for water basin at edge of IIII I I I I I Qua I I I rootball. Install tree bubblers inside water basin PE drip tubing buried 1 deep = o Run next to rootball of each plant= U UJ C) Bricks under valve See drip irrig. notes 3" deep gra el box corners Space emitters evenly around plant 6 deep gravel Agriform Plant Tablets 21 gram LO 2" clearanc on top of and at edge of root ball Backfill-native soil co Use as little 1/4" tubing as possible = — Plant pit to be 3 times wider than the plant Q S Manual Gate Valve IIII II container-it's not shown to scale ondwg W o No Scale A Drip Emitter and Flush Valve � — — E = I - I -111111= Q No Scale -IIII - -IIII W " _ N See plan for distance from paving and building 111�= I IIII= Q Mulch = — IIII J Cn Lateral - nonpressure line 1) 8-12 hours before installation,water all plants while still in containers sufficiently to U) 12" cover thoroughly wet root balls 2) Dig hole at least 2"less deep than the container and 3 times wider than the 18" 12" Main - pressure line - 18" cover Top of head flush with grade w diameter of the container the plants were delivered in. J Y 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface a OF direct burial wire 24 V - tape 4 Remove rootball careful) from container with support from below. Sever an circling ) Y pp Y 9 m and bundle wire every 10 feet I I I I I I roots (3/16"dia.or greater) with sharp knife. Do not pull roots apart. The severing of large 0 r` roots will encourage new roots at the cuts. Install enough backfill under root ball so top of I W I I I Use 6 deep sand bedding and 6 rootball ends up 2"above grade of surrounding soil when it settles, Install some of fertilizer I Sch 80 nipple �I deep sand backfill in rocky soils packets under root ball. 0� Snake lines in all trenches PVC tee or ell on 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel Hunter 12" swing joint lateral line handle or feet being careful not to disturb root ball Vehicle paving 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole to allow height of (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole All lines to have min. 24" cover sprinkler to be adjusted with backfill and pack it. 24" I under vehicle paving with 6' and to protect lateral line 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing I this 3 times or more until root ball and backfill is wet compacted sand bedding and 8) Install stakes such that the stakes and the tree ties won't damage the tree and the ----------------- Jill compacted sand backfill stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below Provide minimum 3" clearance branches that could be rubbed by stakes. Install stakes so they are straight up and don't 6 between lines PO -u Sprinkler F lean in to each other UL No Scale Tree Planting I I IIII No Scale 3/4" Drip Tubing next �p,NDscA�. Trenches/Lines B to rootball of each plant `� No. 2176ti� No Scale Emitters Mulch 3"deep) pulled 2 inches away from stems I (r2W15 F` 2 emitter Temporary 44 0/2022 P�w Date Valves for spray sprinklers do not require filter and regulator plant short 1/4" tubing 4''high berm for water basin at edge of root ball �, 111,S121 controllnvatl�e with flowcrontrol and with oker/ 4 emitter Slow release Agriform plant tablets 9TFOF CA�.�O�� without auto. control as noted on plans • plant IIII 1 gal plant 2 tablets per plant 5 gal plant-3 tablets per plant 15 gal plant-6 tablets per plant Filter Water proof connectors such as DBI ` 1 emitter IIII Backfill-native soil plant , , , , , , , , , , , , , , When plants are installed on a I III Native soil dug out 2 times depth of container Bottom of antisiphon valve minimum 6" slope locate most of emitters - IIII IIII. Plant pit at least 3 times diameter of container _ above highest downstream sprinkler or emitter on the up slope side of the plant 1) 8- 12 hours before installation,water all plants while still in containers sufficiently Regu ator to thoroughly wet root balls FOLLOW DRIP IRRIG. NOTES 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. Drip Emitter Placement at Shrubs/bs/ 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be 7-4 Sch 80 PVC risers p G such that when the plant is installed and settled it will be slightly above grade of existing Q No Scale Ground Covers 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 To sprinklers Sch 40 PVC pressure line and OF direct Center tree if possible 1/2"or larger with shears. Do not pull roots apart. n 1 0 burial control wires as per specs. Auto. Valve XFS Drip line 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and �f fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. r 1 7.5 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. v 7) Make the water basin. ( D Auto. Antisi hon Valve 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the Q p C water to percolate in,doing this 3 times or more until root ball and backfill is wet n 1 with Filter and Regulator for Drip I BI I Idrip line 9) Install mulch �J U No Scale g p 81 I I I I I Shrub Planting 6 lengths I I I I I I t/7 cz Rainbir I I I I I No Scale n 1 Install as per local code and manuf. instructions - Secure XFS dri controller to wall with suitable anchors as approved by tubing I I I I I I inspector I I I I I I Controller- see legend on irrig. plan I I I I I F N O Weather proof 120 V junction box Bla k drip line U Electrical conduit and wire from source of power Flush CD Electrical conduit for 24 volt conductors , Paint exterior conduit to match building wall. 1 .5 typ. Valve 0�1 Minimize appearance of conduit visible on wall. Sweep ells Tree Drip Irrigation OF direct burial wires No Scale H This controller will be installed outside Tree drip irrigation Run regular 3/4" PE drip tubing from valve to trees Wall Mount Controller At trees use Rainbird XFS - drip tubing with .6 GPH emitters No Scale D at 18 inches apart pre installed. Tubing has copper shield technology and can be buried if an air relief valve is installed Communi r e-v-el .pxnP.ntD.P.pa.r_ ment at high point. Use six 8 foot lengths of tubing that are Planni r IE'DiViSilolIK21 Cu ertin parallel and spaced 1 .5 feet apart. CUPERTINQ s, lrPR. D Dimensions of drip line area may need to vary depending case # - - r -. UA on the dimensions of the available space Approval Body: Job The tree drip line area may overlap with shrub drip line area Drival Date 01/04t 22 e a i ,n ture Erik kveda I 1 I Case MAX., at 5 Revision GENERAL CONDITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where 1.1 QUALITY ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. 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 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 experienced in 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 I-II fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee this section. that excessive compaction will occur, nor when it is so dry that dust will form in 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 P 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 asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P the plans and specifications and to notify the Architect of any discrepancy prior P.S.I. If available static water pressure is under 100 P.S.I., provide suitable reasonable measures for protection of the plants. necessary, to bring soil to an optimum moisture content for tilling and planting. pipe is specified in the irrigation legend. For joining, use a solvent complying P P P to ordering products or commencing with the work. with ASTM D2466 and recommended by the manufacturer of the approved pipe. Pipe is pump for tests. Fill pipelines slowly to avoid pipe damage, and bleed all air from 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT C. Check and verify dimensions, reporting any variations to the Architect before to be continuously and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING A. Request a review by the Owner's Representative to verify specified limits and proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise co 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all rode differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering LLI 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers = co 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant M YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that U o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over LO are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q c`"> Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( Y saturated soil condition. You may have to use a backhoe or rotohammers to break up --� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas of M co shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q U-) verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U (.0 °' up to grade required by grading plan. Rough grading in planting areas is to be co o -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition rn� such that when amendment is incorporated and the mulch is installed, the grade will � � A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z P Y q P be +- 1" to finish grade. U fl 1.4 LAWS AND REGULATIONS and proper installation, as selected b the Contractor subject to the approval of excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of A. Native topsoil or import landscape soil Q N cC6i P P Y J PP B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended 0the amounts recommended by the soils lab over all planting areas unless noted w federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas u: CZ 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. and regrade to establish elevations and slopes indicated on Drawings. licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or 0 � 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL (,r 1.6 SUBMITTALS A. Examine the areas and conditions under which the work of this Section will be A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LJJ M A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and ti 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, gP 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. 9 P P Y 9 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 g P Y g P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed riot to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �pNDSCAPF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and c,� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. No, 2176 y�necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER ors specifications, the contractor shall immediate) call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does P y n Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. not get washed onto paving or block drain swales or inlets. W k Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth 113 21 Q Organic matter to be less than 1" dia. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF - A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the CA A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f t Pl equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, equipment and exercising care to prevent damage to the materials or equipment. 1 any plants (other than weeds) that are hurt or killed due to the misuse of weed to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. C. On plastic threaded connections use the sealer recommended by the manufacturer will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be of the plastic valve or fitting. Do not use paste sealer products on plastic 3.7 MAINTENANCE This service will require a written contract for additional fees. Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, hydraulic friction. Install lines in planting areas whenever possible. 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 `J 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 All plants not conforming to those requirements will be considered defective, assure good normal growth. opposite. 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, n 1 Q PART 1 - GENERAL removed from the site and replaced with acceptable new plants at the Contractor's W F. Interior of pipe fittings, and accessories shall be kept clean at all times, expense. A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to and all openings in piping runs shall be closed at the end of each days work or maintain plantings in a healthy, green vigorous growing condition during the 1.1 WORK INCLUDED 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX L otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. galvanized steel pipe will not be permitted. Install plastic pipe with the dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. 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 W pipe in the trenches so that there will be a small amount of excess length in the intervals. line to compensate for contraction and expansion of the pipe. shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic V 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the some day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger in writingto be free from defects in material and workmanship for period of one G. Place backfill in 6" layers such that there will be no settling. The top 6" of 4. Ground cover is to have well developed roots and foliage. It is to be town in the use of approved insecticides and fungicides. Moles, gophers, and other n, p p P 9 9 than 1/2" diameter. In heavy clay soils or other soils with large clods this will V� 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 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. 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 W paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. maintaining adequate protection for all areas. Any damaged areas shall be n, soils and imported soils to be used for the top 12" or more of landscape area. �V 3.4 INSTALLATION OF EQUIPMENT repaired at no additional expense to the Owner. 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: 0 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK 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 U 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. 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 opportunity, reporting insufficient volume and/or pressure to the Landscape 4. Chemicals and/or poisons that would hinder plant growth. The owner is to � Architect. Contractor is responsible for cost of installation of pressure regulator plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. 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. 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 Communi IaP�P.�6Z P-n.�D.P a.r ment 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 � p` 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. 11I 21 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 th Plannl (Divisib - Cupertino 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 U*@Rr&Q APPR• D all weeds and debris prior to any soil preparation or grading work. Weeds and Seal Architect for wire size. Under no circumstances, on multiple controller Representative. debris shall be disposed of off the site. Case # - - , installations, will a single common ground, shared by each controller, be r permitted. Each controller shall have its own separate common ground wire. Approval Body: Job Spec * ficat 'ion Approval Date 01/04/22 Landscape I Signature Erik boveda I I Case Ma of 5 DocuSign Envelope ID:4BFF786E-2C99-4637-8026-AE8738E7E84C September 10,2021 City of Cupertino Planning department Dear Planner: The 12" Oak tree of 19160 Cozette Lane is right next to the future building.The project would not be able to proceed as planned unless the tree was removed. If the tree was preserved, it would be likely to decline or become unstable from damage to the trunk and critical roots during excavation for the new foundation. I would like to request tree removal and replace it with a 24" box of oak in the rear yard.This replacement tree will serve as the privacy screening tree in the rear yard as well. Sincerely, IDocuSigned by: fir" t�sLk 22 B5F3069E4E2... Tracy su Owner Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# R-2021-028, A0kaiUAAJn10A4 Approval Body: Director/Staff Approval I Date 01/04/22 Signature Erika Poveda Case Manager