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R-2021-025, RM-2021-015 Stamped Plans Community Development Department Planning Division — Cupertino CUPeRTI o APPROVED Case # A R-2 21-0 5, Wreo/"Wjt Approval BoAppr va I Da Signature Erika Poveda DESIGN 10840 JOHNSON AVE . Case Manager AMSCIESIGN 4010 MOORPARK AVE#1 01, SAN JOSE,CA 95117 CUPERTINO , CA 95014 TELL:(415)254.1606 E-MAIL:OFFICE@AMSDESIGNLLP.COM THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE LOCAL TABLES / N 0 T E S ■■ PLANS .A OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED THESE PLANS SHALL PRIOR VICINITY MAP : DRAWING INDEX: FIRE NOTES : TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. A-00.01: COVER SHEET 1- IN ALL NEW ONE- AND TWO-FAMILY DWELLINGS AND EXISTING ONE- AND BT1: BOUNDARY AND TOPOGRAPHIC MAP TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE REQ. PRIOR TO FINAL BT2: BOUNDARY A-0.02: PROPOSED S TD PLAN/THE UIS ABLE REAR YARD CALCULATION OFC MAITHIE NG PRIMARY RESIDENCE OR BY CREATION OF AREA TO MORE THAN 3600 SF WHETHEBY ATTACHED ACCESSORY OCCUPANCY: PUBLIC WORKS NOTES: U) L-2: PLANTING PLAN DWELLING UNIT. IN ALL EXISTING ONE- AND TWO-FAMILY DWELLINGS THAT H A-01.01: PROPOSED 1ST/2ND FLOOR PLAN MEET THE DEFINITION OF A `DEMOLITION' OF TE STRUCTURE PER CITY OF z A-02.01: PROPOSED ELEVATIONS SARATOGA MUNICIPAL CODE SECTION 15-06.195 IN ALL ATTACHED A- THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY A- APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR z A-02.02: PROPOSED ELEVATIONS ACCESSORY DWELLING UNITS, ADDITIONS OR ALTERATIONS TO AN EXISTING FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE OF REQUIRED CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, 0 A-03.01: PROPOSED SECTIONS ONE- AND TWO-FAMILY DWELLING THAT HAVE AN EXISTING FIRE SPRINKLER REPLACEMENT TREES, PRIVACY PROTECTION, AND REQUIRED FRONT YARD ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF NILSENE BUILDER INC. 840 Johnson Q A-03.02: PROPOSED SECTIONS/STREETSCAPE ELEVATION SYSTEM. TREE. CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A lewsOm Ave A e, Cupertino, CA... U A-04.01: FLOOR AREA DIAGRAM/MATERIAL BOARD MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO 21060 HOMESTEAD RD.SUITE 216 0 2- INSTALLATION OF AN EARLY WARNING FIRE ALARM SYSTEM IN B- FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT FROM AN ISA- SPECIFICATION OR THESE IMPROVEMENT PLANS ,THE CITY ENGINEER SHALL CUPERTINO,CA 95014 J ACCORDANCE WITH THE PROVISIONS OF THIS ARTICLE IS REQUIERD AS A CERTIFIED ARBORIST SHALL BE PROVIDED CONFIRMING THAT THE NEW HAVE THE AUTHORITY TO REQUIRE SUCH COMPLETED , AT THE SOLE TEL:(408)992-1229 AREACALCULATION : CONDITION FOR THE GRANTING OF ANY BUILDING OR OTHER PERMIT UNDER TREES HAVE BEEN PLANTED PROPERTY AND ACCORDING TO PLAN. EXPENSE OF THE OWNER AND/OR CONTRACTOR. e-MAIL: NILSENEINC@GMAIL.COM p � CHAPTER 16 IN EACH OF THE FOLLOWING CASES: w 2-1: ALL NEW RESIDENTIAL STRUCTURE CLASSIFIED AS 'R' OCCUPANCIES IN C- A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY EXTERIOR B- CONTACT PUBLIC WORKS,(408)777-3104 , FOR INSPECTION OF GRADING, 0 TOTAL "E" BUILDING TO BE REMOVED: 1127 SQF THE MOST RECENT VERSION OF THE CALIFORNIA BUILDING CODE, MATERIALS/FINISHES, TREES, LANDSCAPING, AND SITE WORK. STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. I Ro1IirgerRd � "N" 1ST FLOOR LIVING AREA: 1150 SQF COMMERCIAL STRUCTURES AND COMMUNITY FACILITIES LOCATED WITHIN PROJECT NAME: "N" 2ND FLOOR LIVING AREA: 1098 SQF THE DESIGNATED WILDLAND-URBAN INTERFACE FIRE AREA. D- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL CONDUCT A LANDSCAPE C- ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY."N" TOTAL LIVING: 2248 SQF 2-2: ANY EXISTING STRUCTURE CLASSIFIED AS AN "R" OCCUPANCY IN THE INSTALLATION AUDIT AFTER THE LANDSCAPING AND IRRIGATION SYSTEM JOHNSON'S "N" GARAGE: 418 SQF MOST RECENT VERSION OF THE CALIFORNIA BUILDING CODE, COMMERCIAL HAVE BEEN INSTALLED PER CHAPTER 14.15(LANDSCAPE ORDINANCE).THE D- CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE "N" TOTAL BUILDING: 2666 SQF STRUCTURE OR COMMUNITY FACILITY WHICH IS EXPANDED BY FIFTY FINDINGS OF THE ASSESSMENT SHALL BE CONSOLIDATED INTO A LANDSCAPE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. RESIDENCE "N" PORCH: 508 SQF PERCENT OR MORE IN FLOOR AREA AND IS LOCATED WITHIN THE INSTALLATION REPORT PROVIDED TO THE PLANNING DIVISION. "N"ATTACHED ADU: 495 SQF DESIGNATED WILDLAND-URBAN INTERFACE FIRE AREA. E- CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR PROJECT DATA. LOT AREA : 6068 SQF E- THE PROPERTY OWNER SHALL SIGN A LANDSCAPE MAINTANCE TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 10840 JOHNSON AVE. 3- GATE INSTALLATION SHALL CONFIRM WITH THE FIRE DEPARTMENT AGREEMENT PER CHAPTER 14.15(LANDSCAPE ORDINANCE),PREPARED BY CUPERTINO, CA 95014 ASSESSOR'S PARCEL NUMBER: 375-30-024 "N" BUILDING HEIGHT(ABOVE NATURAL GRADE): 27'-7" STANDARD DETAILS AND SPECIFICATION G-1 AND, WHEN OPEN SHALL THE CITY,AND RECORD IT WITH SANTA CLARA CO. RECORD'S OFFICE. THE F- UTILIZE BEST MANAGEMENT PRACTICES (BMP's) AS REQUIRED BY THE "N" FLOOR AREA RATIO (FAR) = (2666/6068)X100=43.9% OBSTRUCT ANY PORTION OF REQUIRED 16' WIDTH FOR EMERGENCY ACCESS PROPERTY OWNER SHALL CONTACT THE PLANNING DIVISION IN ADVANCE OF STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH REVISION TABLE: PROJECT TYPE: NEW CONSTRUCTION "N" FLOOR AREA RATIO FAR +ADU - 3161/6068 X1 ° ROADWAYS OR DRIVEWAYS. LOCKS, IF PROVIDED, SHALL BE FIRE THE FINAL TO PREPARE THE AGREEMENT. DISTURBS THE SOIL. PROJECT LOCATION: 10840 JOHNSON AVE. ( ) - ( ) 00=52.0/o DEPARTMENT APPROVED PRIOIR TO INSTALLATION. GATES ACROSS THE CUPERTINO, CA 95014 2ND FLOOR TO 1ST FLOOR RATIO=(1098/(1150+418))X100=70.0% EMERGENCY ACCESS ROADWAYS SHALL BE EQUIPPED WITH AN APPROVED F- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL PROVIDE A LANDSCAPE G- A WORK SCHEDULE OF GRADING AND ORISON & SEDIMENT CONTROL PLAN REVISION DATE BY DEP ZONING: R FIRST FLOOR ROOF EAVE=232X1.6=371 ACCESS DEVICES. IF THE GATES ARE OPERATED ELECTRICALLY, AN AND IRRIGATION MAINTENANCE SCHEDULE PER CHAPTER 14.15(LANDSCAPE SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE 01 JUNE.2021 S.A. PLN OCCUPANCY GROUP: R - 3 3 / U APPROVED KNOX KEY SWITCH SHALL BE INSTALLED, IF THEY ARE OPERATED ORDINANCE) TO THE PLANNING DIVISION. GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. CONSTRUCTION TYPE: V- B LOT COVERAGE: 1 ST FLOOR BLDG AREA (1150+418=1568) SQF MANUALLY, THEN AN APPROVED KNOX PADLOCL SHALL BEINSTALLED. NUMBER OF FLOORS: TWO (2) STORY COVERED PORCH 508 SQF H- ALL NEW ELECTRICAL SERVICE (POWER,PHONE,AND/OR CABLE) SHALL BE FIRE PROTECTION: SPRINKLERED FIRST FLOOR ROOF EAVE 371 4- AN ACCESS DRIVEWAY SHALL PROVIDED WITH A PAVED ALL WEATHER UNDERGROUNDED. LAND USE: LOW DENSITY (1-6 DU/ACRE) TOTAL % 2447/6068= 40.3% SURFACE, A MINIMUM UNOBSTRUCTED WIDTH OF 14 FEET PAVED AND 2 FEET OF DRIVABLE HARD SURFACE. VERTICAL CLEARANCE OF 13 FEET 6 INCHES, I- TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR LOT COVERAGE+ADU = (2447+495)/6068 = 48.4% MINIMUM CIRCULATING TURNING RADIUS OF 36 FEET OUTSIDE AND 23 FEET FOR FINAL INSPECTION. INSIDE, AND A MAXIMUM SLOPE OF 15%. INSTALLATIONS SHALL CONFORM TO PROJECT CONTACT: CODE EDITIONS : FIRE DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS SHEET D-1. J- A LICENSED LAND SURVEYOR OR AUTHORIZED CIVIL ENGINEER WILL PREPARE AND SUBMIT,TO THE PUBLIC WORKS DEPT,AN ELEVATION 5- AN APPROVED FIRE DEPARTMENT ENGINE DRIVEWAY TURNAROUND SHALL CERTIFICATE FOR THE NEW STRUCTURE/ADDITION. OWNER: SUZAN FISH A. PROVIDED WITH A MINIMUM RADIUS OF 36 FEET OUTSIDE AND 23 FEET INSIDE. CALIFORNIA RESIDENTIAL: 2019 EDITION MAXIMUM GRADE IN ANY DIRECTION SHALL BE A MAXIMUM OF 5%. K- TO INITIAL RELEASE OF BONDS, CONTACT THE PUBLIC WORKED ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR SFISHEL333@GMAIL.COM B. CALIFORNIA BUILDING: 2019 EDITION INSTALLATIONS SHALL CONFORM WITH FIRE DEPARTMENT STANDARD INSPECTOR FOR FINAL INSPECTION. DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. 10840 JOHNSON AVE. CUPERTINO, CA 95014 C. CALIFORNIA MECHANICAL: 2019 EDITION ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR DETAILS AND SPECIFICATIONS D-1. CFC SEC. 503 DRIVING SURFACE SHALL BE CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL D. CALIFORNIA PLUMBING: 2019 EDITION BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT DESIGNER: AMS DESIGN E. CALIFORNIA ELECTRICAL: 2019 EDITION CAPABLE OF SUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS L- ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL WEIGHING AT LEAST 7500 POUNDS (34050 KG). AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES 415 254-1606 F. CALIFORNIA ENERGY: 2019 EDITION AREAS. TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 G. CALIFORNIA FIRE: 2019 EDITION 6- NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- AZADEH@AMSDESINLLP.COM H. CALIFORNIA GREEN BUILDING: 2019 EDITION DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO I. ANY OTHER APPLICABLE LOCAL AND STATE LAWS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION M- PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CARRY WHICH OUT THECUS INTENT OF THEREF DRAWINGS BRACED NOT SPECIFICATIONS,REE VE OR PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED AND REGULATIONS. STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL PERMIT FROM THE PUBLIC WORKS DEPARTMENT. DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND STRUCTURAL: AMS DESIGN CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. (415) 254-1606 GENERAL NOTES : SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL 4010 MOORPARKAVE#101, SAN JOSE, CA 95117OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO ARMIN@AMSDESIGNLLP.COM APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS COMMENCEMENT THEIR WORK. FAILURE OF ESTIMATING SO SHALL HE NOT RELEASETHEM FROM THE RESPONSIBILITY T NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT NUMBERS SHALL BE A MINIMUM OF INCHES (101.6 MM) HIGH WITH A MINIMUM OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS STROKE WIDTH OF 0.5 INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS SCOPE OF WORK. GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT SHEET TITLE: IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC TO THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE NEW 2 STORY CUSTOMS HOME WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE SEC. 505.1. DESIGN PRINCIPLE : 3084 SQ BUILDING AREA INCLUDING 3 BEDS, 2.5 BATH, 1 LAUNDRY AND 2 CAR RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE GARAGE. PRECEDING AT HIS OWN RISK. 7- POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION COVER SHEET ALSO 495 SQ ATTACHED ADU. CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY Architectural Style:CONTEMPORARY STYLE OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, 1. Large plate glass OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH 2. Asymmetrical in forms SETBACK INFORMATION : CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER- 3. Natural lights PROJECT ID: 2012-05 PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF BASED FIRE PROTECTION SYSTEMS AND/OR FIRE SUPPRESSION WATER 4. Large sliding door FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT WILL BE PHYSICALLY 5. Clean and smooth texture and lines DATE: DEC.2020 SPECIFICATIONS. CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING 6. Open plan interior SETBACKS PROPOSED PROPOSED CONTAMINATION OF THE POTABLE OF THE WATER SUPPLY OF THE 1ST 2ND SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER SCALE: N.T.S CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF FRONT 22'-8" 25'-0"MAIN 15-7 36'-0" THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY APPLICANT(S).WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE ADU 12'-3" DRAWN BY: S.A. REAR RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION DISCREPANCY 2019 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7. OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND g- ALL CONSTRUCTION SITS MUST COMPLY WITH APPLICABLE PROVISIONS OF SHEET NUMBER: MAIN 21'-4" 15'-2" RIGHT THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7. ADU 5'-1" CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS LEFT 15'-7" 20'-0" RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED APPROPRIATE TO THE PROJECT. CFC CHP.33. WORK. AmOOmOl TREEPROTECTION NOTES : I Community Development Department Planning Division - Cupertino / CUPeRTI o APPROVED 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF 18860 NEWSOME AVENUE Case # R-2021-025, PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR WAIVER SIGNED A PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE Appr val Body: ire o t GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, THE 20' 20'-5" 21'-2° Appr val Date 12_9/21 ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE Signature Erika Poveda DESIGN TREE(S). Case Manager EXISTING CYPRESS 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT I TO REMAIN ' — N A TO THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING _ 6 '62 — AMISIDESIGN CONSTRUCTION OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH FENCE z F F -f F F F—' \ AROUND THE DRIP LINE AND ARMOR AS NEEDED. THE EXTENT OF FENCING 0I — \ 4010 MOORPARK AVE#1 01, AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. THE O III I SAN JOSE,CA95117 �� � � __ ° TELL:(415)254.1606 TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING M �' — — — — — — — — M O \ \ M C E-MAIL:OFFICE@AMSDESIGNLLP.COM m \\ J O / 0 5' P.LI.E N \ IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE D _ — � o i / , CONSTRUCTION WORK. \ m Z N RISE (ADU) 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP c HT. / \ ` E/L E/L LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED rn E/L E/_ M TER ANRIOG 1ST FLOORn I I ` ' \ / THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. _ THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE 20 ° a 1 \\ /� PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE 1 ST FLOOR ° \ \ / \ REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE 4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER ° a °°° M� 0 1 \ \ \ EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE ° 20'REAR SETBACK(1ST FLOOR! \ 4:12 12 I I 7777// I \ / \ 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 ° a , _ _ _ _ _ E _ \ / \ \ DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR SO AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO INITIATING ANY ° ° N —��' Y 19'-8" TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF ° \ I I \ \ DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2 3 AN ARBORIST SHALL BE COMPLETED. aQ a I° D 3 I — I r — — — — — — — — — — — — — -L \ \ C I \ \ 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE ° on I° °4 -"\ SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND a DESIGN OF TREE WELLS. ° ° 4 4:12 _ ° L — — — — — � I I 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO -n\ I I I I CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR ^\ -OOR -w DUMPED UNDER A TREE. 20' 23'-3"2ND FLOOR 1 1 ' 1 / _ I I 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY \BU ERE \ I _ I PETITE 1 S LO � 12'-10" � UTTERELYs FF 9'-10" I � I TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER N ( - I I I i - _ 1 ■ 1 21060 HOMESTEAD RD.SUITE 216 CONSTANT SURVEILLANCE. wj PETITE C L:(408 99 -1229CA 4 \PE FL S 00 71 ,-4 TEL:(408)992 1229 a Q ° w w �41 2" \ 0 I I e-MAIL: NILSENEINC@GMAIL.COM 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS o o a " ^'o FLooR o I = I I DEFINED BY CALIFORNIA BUSINESS AND PROFESSIONAL CODE, TO PRUNE AND ° Q Q H ° 4TTUN p O I I I I CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE 3 . ° w 4:1 x3 OARCHITECT/ARBORIST WITH APPROVAL OF STAFF. �j Ln I I I 00 I w o Q PROJECT NAME: PRI OSPRUM Q r m I I I 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE ITVARI,AIIq\ I ■ I -� ■ I I REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON. JOHNSON'S �( PITTOSPRU \ T\RIEGATX I Q' 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE f l I PITTOSPRUM I I I J 1 I RESIDENCE PnxPG'UM TENUIFOLIUM �\V REGATT I N N r PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE � 1T-� a g o SAVED. I\PITTOSPRUM R.VARIEGAy z. T 10840 JOHNSON AVE. I ( EITT40R UM I // I I \\ 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE _ _ — — — _ _ _ m I \I I CUPERTINO, CA 95014 FENCING AROUND TREES TO BE PROTECTED. I \� 1 PITiOSPRUM I II TENUII�OLIUM I — - - - - - _ _ _ _ - - - - - - - - - - - - - - - - - - - - - REVISION TABLE: GRADING AND DEMO NOTES : , - ��UPETITE=ERFLY i 17�-9„ _ � REVISION DATE BY DEP LU V P.CAI B 2ND FLOOR PI-FOSPRUM \ J \ �uTTER LYs'I TENUI C LIUM r 4:12 I I 01 JUNE.2021 S.A. PLN 1. CONTACT PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION, LU2ND FLOOR \ / ence shall be 3' maximum height 02 AGUST.2021 A.G. PLN WHICH INCLUDES DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS. CL I I�/11� 0 22'-10" D L ENUIFO \ within 20' front yard setback 15'7" W 25'2" I 2. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 0 1ST FLOOR — — FR\QNT YARD / PR ACY PLANTS N RISER(MAIN HOUSE(IN FRO TYARD 1326 SQF. -0 MAXIMUM \ 3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA E.L. ER(MAI""° 20'FRONTSETBACK(1STFLOOR) — ACING&MIN.6' ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. o o- °" �''� \ p T.AT PLANTING c0 0 LU � __ _ tiF N\ Cl) 4. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION X /� ' — � im 8� S o Z LU //'pi 0 N i F i//irk PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. J \ _ o �ti o°3 _ o t3 ° o - � Q :^ > > N LL \ -\ 0 �� CIF Q Z' N Oda p 1 ~ <h i // a0 J m � C mG J_ N / OSMANhIUS - - - Z N LL C`') LL Q N >Q Z r FRAGRANS / XISTING STREET TREE F- `� N ' 5. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE / N Z r2z\ WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS TO REMAIN I (V w= � TIALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR \ 20' '` it / DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. SOIL. / I Na Na��1 F TL//F�/ ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR NEW FRONT TREE �/ ��'// OSMANTHUS Ei//// a y SHALL BE 2 INCH BOX OR /i / j/ / / °RAGRA s \ FRAGRANS I CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL LARGER,WI H A MINIMUM c 1 I BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT 6. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND OR CABLE) SHALL BE \\ HEIGHT OF 6 FEET _ — PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES UNDERGROUND. OFRAGRANS/) I\OFRAGRANSS I \ / TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. i OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- 7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR — ao' � I DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO 50.7 AVENUE FOR FINAL INSPECTION. JOHNSON CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR TANGENTIAL EXTENSION OF FRONT PROPERTY LINE SCREEN PLANTINGS WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED WATER METER DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND 8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED I DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL THE USEABLE REAR YARD CALCULATION VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO 9. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE I COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT FROM THE PUBLIC WORKS DEPARTMENT. / OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS LEGEND ■ DESIGN P INI WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS ■ 10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN. / FLOORS SPACES SIZE AREAS (SQF) TOTAL DESIGN R OR TO PROCEEDING WITH ANY RELATED WORK. DISTANCE OF 10 FEET MEASURE PERPENDICULAR TO THE FACE OF THE WALL. / SHEET TITLE: WITH EXCEPTION: 1 - o' 400 PROPOSED SITE PLAN 1 a. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE / 1 ATTACHED ADU - 11 5' 1 1 THE USEABLE REAR YARD INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE L STRUCTURE. 3 - " V 6 6 CALCULATION b. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MIN 2% AWAY FROM THE BUILDING. 1 PROPOSED SITE PLAN PRIVACY VIEWSHEDS D 1 8" 89 11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION. SC: 1/8"= 1'-0" -- 8 PROJECT ID: 2012-05 GREEN BUILDING MEASURE NOTES: F1z12ND FLOOR DATE: DEC.2020 1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS. NORTH FRONTYARD CALCULATION OF LOT WIDTH SCALE: 1/8" = 1' I I L J LOT WIDTH DIMENSION = 70'-3" 2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO PROPERTY LINE 70'-3" X 20 = 1405 FT DRAWN BY: S.A. VEGETATED AREAS. BLDG 1ST FLOOR FOOTPRINT LINE ( ) SHEET NUMBER: 3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE. BLDG 2ND FLOOR FOOTPRINT LINE GRAPHIC SCALE : 1/8INCH = 1FEET F F 6' TALL WOODEN FENCE SINCE 1651 IS GREATER THAN 1405 THE USABLE REAR YARD IS APPLICABLE FRONT YARD PAVING SURFACE AREA: 0 2 4 6 8 10 20 30 =/jF=F�/Z 3 TALL WOODEN FENCE AmOOnO2 r r FRONT YARD: 1326 SQF 41'-11" Community Development Department 20'-5" 3'-511 4'-0" 9'-8" Planning Division — Cupertino 0151, 7" 0'-4" CUPERTI 4 APPROVED 5'-8" 6'-0" 5'-4"�3'-0"�2'-6"� `�2'-11"�2'-6"�4'-3"� Case # R-2021-025, o A r W4 Uo QApproval Body: ire o t o THANKLESS WATER HEATER 6' 2 9/21 \ "' ABOVE N.GRADE Appr va I Date _ _ \ 2630 Signature Erika Poveda DESIGN 2680 UTILITYI Case Manager q ELEC.METER M \3'o"x 3'-0'1 LAUNDRY _ ch 200 AMP. 100 AMP. FUR. I T-8"X 3'4' BATH ] \ MAIN ADU 6036 O I 5'-5"X10'-9" I /� I I AMSDESIGN 3080 N c� \ \ / N I I 4010 J O E,CA 9 AVE#101, SAN JOSE,CA 95117 TELL:(415)254.1606 \\ I \ E)I _ = I I E-MAIL:OFFICE@AMSDESIGNLLP.COM \ �AL��N CLOSET / o" \T-5" I/ TOILET \ I - A 3'-3"x ' CV V-7"}V-8" THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH \ I THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE \ _ PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE 2480 2480 I I REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN GA�KGE o / I I DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. N 20,_1„X 2�„ N o \ / Qo Uo rROPOSED WATER HEATER AND ANY OTHER PROPOSED UIPMENT WILL NOT ENCROACH INTO THE MINIMUM 20' BY 20' I 10'CEILING HEIGHTOBSTRUCTED(FROM 6"TO 6'FROM FINISHED FLOOR) INTERNAL REA FOR THE GARAGE PER(CIVIC SECTION 19.124.030). o \ \ BEDROOMM I 30'7" 20'-0" ° I \ \ _ \ o I \ \ C° 0_g 6'-0" 14'-10" 1'-2" 3'-0" 4'-10" Y \ I �� TH NKLESS WATER \ HIIATER 6'ABOVE LL I \ \ I� - - - - - - - - - - - - - - - - GfRAGE FLOOR � ° \ \ - - 60 0 — — — — _ O ° I \ 6a5a / I 21060 HOMESTEAD RD.SUITE 216 T 2880 \ \ CUPERTINO,CA 95014 UTILITY I I I I _T I I I I I \\ \\ ® o I \ 0'11" / - I TEL:(408)992-1229 e-MAIL: NILSENEINC@GMAIL.COM °D 11'.3"X3'-4" FUR. \ \ M M DN / J \ � I o 0 o J 1'0" \ I r- - - - - - - - - - - -�—�— `° I �;W PEE I I 8080 F-1 \ I \ I I PROJECT NAME: �e Xsa" STAIRWELL up � 2'-3° N 10'CEILING HEIGHT M STORAGE 11'-3"x T-0" I I 7'-0"X3'-3" DER I� � o I // 990FT-6 JOHNSON'S — — — 3'3 5'.0„ 5,-0„ 0 2448 I o — — — — — — o C I CLOSET 3030 / RESIDENCE o 2880 I N I 11'-3"X 2'-4" \\ ' / \ / I o I o — — — 0 10'CEILING HEIGHT 17' — _1 2'-6"� / I 10840 JOHNSON AVE. M Q' q — — `° oO ENTRY LAUNDRY I I 9080 I I I — �/ / I CUPERTINO, CA 95014 m F_ zo � 8'-7"X 5'-9" SKY LIGHT / /o q 14'-6"X 1 V-8" _ o ® I I 12'-D x 3'-D I `� I ` N M I I I I / i / I REVISION TABLE: L- - J CD as dM I o I I ' ® M aSTEX1 BATH I o N REVISION DATE BY DEP 8 3 /' WALK-IN CLOSET / z PANTRY � �' 5'-0"X6'-0"C9MoREF. I4'0" a I � � I I I /�\ I I M q I ® 10'CEILING HEIGHT / /o \ 2480 za80 I _ BE -o V I I I II 10'CEILING HEIGHT I o I �a Y GREAT ROOM F- 7 J� 9'-6"DRO CEILING 27'-10"X 27'-0" I I I / \ F- CP BATH ,}i lTI 30"x 30" \ I ° I I ATTIC ACCESS c° L? I SK �B\ o I— �B\ B - —`° �— — �- �/ / ISK aLIGY'LIGHT eee �\ _ _ _ _ _ �B\ `� � � � � A-03.01 ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR A-03.01 ___________ I A-03.01 A-03.01 N I I I I I \ - DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. 10'CEILI G HEIGHT b _ ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR o 1'-8" 1'3" l o CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL I I !II I I I MASTER RM I BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT -�I N 14-0 X 13-8 PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES I II - N N o I I 4 0 \ I TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- T I I m I I�— — / ® I \\ \ I DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO N I I — \ I CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR 11'-6" I I I I 2'_6" �\ 2'6' WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE T oI CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED m \ I N DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND N \ DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. — J 10'CEI NG HEIGHT SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL r r C° I I I VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO CP BEDROOM o\ o COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT — I 12'-9"X 13'� \ \ I RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. 19�� — IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE / \ T \ 5050 \ FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS o CLOSET \ I \ I DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS / \ \ 2'-4"X 6'-1" — — — — _ — — — — DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. o / SHEET TITLE: - - - - I PROPOSED 1 STI2ND ' I - - - - � - - - �� FLOOR PLAN I / 12080 7C�0 I NORTH I I PROJECT ID: 2012-05 13'-1" 2'_9" 6'-6" 2'-5" 13'-1" 3'-0" 1V-8" DATE: DEC.2020 2'-4" 12'-0" 14'-2" 1'0„ 8'-0" 4'5" LIVIf� EA 9 FT 28'-6" 13'-5° SCALE: 1/4" = 1' Qq Uo LEGEND : 0 o a DRAWN BY: S.A. Qo Uo SHEET NUMBER: ATTACHED ADU 1 PROPOSED 1ST FLOOR PLAN 2 PROPOSED 2ND FLOOR PLAN I NEW CONSTRUCTION WALL SC: 1/4"=V-0" SC: 1/4"= V-0" C SCALE : C AmOl . 01 GRAPHIC JIiALE . 1/4 INCH= 1 FEET 0 1 2 3 4 5 10 15 Community Development Department Planning Division — Cupertino CUPERTI o APPROVED Case# R-2021-025, "ANY CHANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ MAKU, rAppr va I B APPLICATION ." Appr val to Signature Erika Poveda DESIGN Case Manager SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A AMSDESIGN LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS 4010 MOORPARK AVE#1 01, OF AAMA/WDMA/CSA 101/I.S.2/A440. [CRC§R308.6.91 SAN JOSE,CA 95117 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2T-T TOP HT. TELL:(415)254.1606 SKY LIGHT ABOVE N.GRADE E-MAIL:OFFICE@AMSDESIGNLLP.COM 2'-0 X 4'-0 � CLASS A TILE ROOFING. INSTALLATION PER MANUFACTURE RECOMMENDATION. 4 VERIFY WITH OWNER OR DESIGNER FOR 12 COLOR.(EXAM P.:EAGLE ROOF TILE WITH n PRODUCT NUMBER:4678 OR EQUAL) 12 10-PLATE HT. THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN THESE ABOVE F.F. PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE 8'4" 6-15" REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR BAY WINDOW BAY W NDOW TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN CLASS A TILE ROOFING. INSTALLATION wp DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PER MANUFACTURE RECOMMENDATION. VERIFY WITH OWNER OR DESIGNER FOR / 050 1050 5050 1050 \ COLOR.(EXAM P.:EAGLE ROOF TILE WITH / o \ o PRODUCT NUMBER :4678 OR EQUAL) / m o \ \ o 11'-6"PLATE HT.(ENTRY) / \ ABOVE F.F. / 4 — — — — — — - — \ / 12 q q 4 \ \ i_ / \ _ C> °' 12 \ N F.F.2ND FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l - - - - - - - - - - - - T - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- \ 10' PLATE HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / \ / � - ABOVE F.F. IRV 21060 HOMESTEAD RD.SUITE 216 Q Z THE BAY WINDOWS SHALL a Z I CUPERTINO,CA95014 � z BE CANTILEVERED FROM THE J TEL:(408)992 1229 r EXTERIOR WALL AND SHALL r Q Q e-MAIL: NILSENEINC GMAIL.COM z w BE A MINIMUM OF 24"FROM z w °� � p THE FINISHED FLOOR. IL l O w O ELI o L) L7� 7 z z 15'-7" 5TUCC0 25'-2" z z o J p 2080I Ir J U m 15' 7"FROM PROPERTY LINE TO 25'2"FROM PROPERTY LINE TO U m PROJECT NAME: 8080 Q EXTERIOR WALL EXTERIOR WALL Q Jj o Q MAI . RISE=7 1/, 7"ABOVE o Q I 14"ABOVE t o B B tr! 0 0 NATURAL GRADEI NATURAL GRADE JOHNSON'S 0 - -- - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - N - - - - - - o - - - - o N - - - - - o - - - - - - - - - - - - - - - - r - - - - - - N - - - - - - - - - RESIDENCE NATURAL GRADE LINE &&a a EM'WE&URN= 10840 JOHNSON AVE. 7"ABOVE 14"ABOVE 14"ABOVE CUPERTINO, CA 95014 NATURAL GRADE NATURAL GRADE NATURAL GRADE REVISION TABLE: 1 PROPOSED FRONT (NORTH-WEST) ELEVATION REVISION DATE BY DEP SC: 1/4"=1'0" 01 JUNE.2021 S.A. PLN SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A 02 AGUST.2021 A.G. PLN LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS OF AAMA/WDMA/CSA 101/I.S.2/A440. [CRC§R308.6.91 SKY LIGHT T-0 X 4'-0 2T-7"TOP HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE N.GRADE 4� 12 �4 12 10'PLATE HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE F.F. IRV ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. OBSCURE RIGHT LIDING ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CLASS A TILE ROOFING. INSTALLATION CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL 3030 PER MANUFACTURE RECOMMENDATION. BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT VERIFY WITH OWNER OR DESIGNER FOR PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SINGLE HUNG 6050 �' COLOR.(EXAMP.:EAGLE ROOF TILE WITH SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES L \ PRODUCT NUMBER :4678 OR EQUAL) o TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. i \ / / \ OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- CLASS A TILE ROOFING. INSTALLATION / 4 - 12 \ \ DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO PER MANUFACTURE RECOMMENDATION. / 12 \ CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR VERIFY WITH OWNER OR DESIGNER FOR / / \ 11'-6"PLATE HT.(ENTRY) WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE \ ABOVE F.F. CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED COLOR.(EXAM P.:EAGLE ROOF TILE WITH / o \ DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND PRODUCT NUMBER :4678 OR EQUAL) / M / \ N F.F.2ND FLOOR DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - _ - _ - - - - - - - _ - - - - - - - - - - - - _ SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL � \ � VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO \ 10' PLATE HT. COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. / ABOVE F.F. IRV 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 Q Z I Q Z I DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. ~ I ~ H Z I Z w SHEET TITLE: IL a � aO O 036 I oIf LL � w0 w0 z z z z 5"0 zoso 20 0 PROPOSED U m 15'FROM PROPERTY LINE O 20'-0"FROM PROPERTY LINE U m Lu Q TO EXTERIOR WALL 308o TO EXTERIOR WALL Lu QLu ELEVATIONS > o I STUCCO E I Lu> o 7"ABOVE 7"ABOVE MAX. RISE=7 3/4" GRAD 7"ABOVE o I o < I 14"ABOVE 20 NATURAL GRADE NATURAL G NATURAL GRADE 20 NATURAL GRADE F.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 111. - - - - - - - - - - - - - - - - - - - - - - ? - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - PROJECT ID: 2012-05 T O O CV O I CV NATURAL GRADE LINE DATE: DEC.2020 SCALE: 1/4" = 1' PROPOSED REAR (SOUTH-EAST) ELEVATION DRAWN BY: S.A. 2 SC: 1/4"=V-0" SHEET NUMBER: Am02 .. 01 Community Development Department Planning Division - Cupertino CUPERTI NQ APPROVED Case # R-2021-025, "ANY CHANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ A Appr Val Body: ireM9/21 APPLICATION ." Approval Date 2 Signature — Erika Poveda DESIGN Case Manager SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A AMSDESIGN LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS OF AAMA/WDMA/CSA 101/I.S.2/A440. [CRC§R308.6.91 4010 MOORPARK AVE#101, SKY LIGHT SAN JOSE,CA 95117 2'-0 X 4'-0 27-7"TOP HT. TELL:(415)254.1606 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CLASS A TILE ROOFING. INSTALLATION 4 ABOVE N.GRADE E-MAIL:OFFICE@AMSDESIGNLLP.COM PER MANUFACTURE RECOMMENDATION. 12 VERIFY WITH OWNER OR DESIGNER FOR 4 4 COLOR.(EXAM P.:EAGLE ROOF TILE WITH 12 12 PRODUCT NUMBER :4678 OR EQUAL) 10'PLATE HT. THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN THESE ABOVE F.F. PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE 2'O" REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR INOPERABLE OBSCURE OBSCURE RIGHT LIDING7 TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN (BAY WINDOW) STUCCO SINGLE HUNG 3030 3030 CLASS A TILE ROOFING. INSTALLATION DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6036 PER MANUFACTURE RECOMMENDATION. SINGLE HUNG SINGLE HUNG 1050 z65o THE BAY WINDOWS SHALL 2650 VERIFY WITH OWNER OR DESIGNER FOR BE CANTILEVERED FROM THE 4� COLOR.(EXAM P.:EAGLE ROOF TILE WITH o THE BAY WINDOWS SHALL C1, EXTERIOR WALL AND SHALL 12 PRODUCT NUMBER :4678 OR EQUAL) BE CANTILEVERED FROM THE o EXTERIOR WALL AND SHALL � BE A MINIMUM OF 24"FROM BE A MINIMUM OF 24"FROM TH FINISHED FLOOR. THE FINISHED FLOOR. o 0 o o 0 0 4� Ch 4 o 0�Ch Ch Ch C 12 12 N F.F.2ND FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — 10' PLATE HT. - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE F.F. 21060 HOMESTEAD RD.SUITE 216 CUPERTINO,CA 95014 TEL:(408)992-1229 oil 03 630 630 e-MAIL: NILSENEINC@GMAIL.COM 3050 STUCCO o 0 18080 3080 PROJECT NAME: 14"ABOVE JOHNSON S MAX. RISE=7 3/4" NATURAL GRADE 7"ABOVE 7"ABOVE 7"ABOVE 14"ABOVE NATURAL GRADE NATURAL GRADE NATURAL GRADE NATURAL GRADE F.F. - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — N o - - - - - - - - - N' NATURAL GRADE LINE RESIDENCE 10840 JOHNSON AVE. CUPERTINO, CA 95014 REVISION TABLE: 1 PROPOSED RIGHT (SOUTH-WEST) ELEVATION REVISION DATE BY DEP SC: 114"=1'0" SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A 01 JUNE.2021 S.A. PLN LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS O2 AGUST.2021 A.G. PLN OF AAMA/WDMA/CSA 101/I.S.2/A440. [CRC§R308.6.91 SKY LIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2'-0 X 4'-0 27-7"TOP HT. ABOVE N.GRADE CLASS A TILE ROOFING. INSTALLATION 4 4 - PER MANUFACTURE RECOMMENDATION. 12 12 VERIFY WITH OWNER OR DESIGNER FOR COLOR.(EXAMP.:EAGLE ROOF TILE WITH PRODUCT NUMBER :4678 OR EQUAL) 10-PLATE HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE F.F. 2'-0" INOPERABLE ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR ( AY WINDOW) DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. RIGHT LIDING OBSCURE ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL FILE SLIDING 2630 SINGLE HUNG BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT iv PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL 6050 8050 SINGLE HUNG 650 2650 1050 o SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES 7 - 4 TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. 4 THE BAY WINDOWS SHALL � 12 o BE CANTILEVERED FROM THE OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- EXTERIOR WALL AND SHALL DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO BE A MINIMUM OF 24"FROM CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR 12'8"PLATE HT.(ENTRY) THE FINISHED FLOOR. WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED 4 0 0 / ABOVE N.GRADE o 0 0 DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND 12 ``) Q `') N F.F.2ND FLOOR 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 10' PLATE HT. RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE F.F. 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 pr DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS °P DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. r�� N SHEET TITLE: STUCCO 2sa sa 7050 - B STONE VENEER o _ 6080 PROPOSED 18090 _q M MAX. RISE=7 3/4" ELEVATIONS7"ABOVE o00o0 "o m o 000 7 ABOVE 14"ABOVE;,1=1� NATURAL GRADE NATURAL GRADE NATURAL GRADE F.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o � ` -m- 0 _ T _ � 0_ DO - - - - - - - - - - - - - - - - - PROJECT ID. 2012-0 �0 0 �0 0��00 �0 N 5 FT NATURAL GRADE LINE DATE: DEC.2020 14"ABOVE 7"ABOVE 14"ABOVE SCALE: 1/4" - 1' NATURAL GRADE NATURAL GRADE NATURAL GRADE PROPOSED LEFT (NORTH-EAST) ELEVATION DRAWN BY: S.A. 2 SC: 1/4"=V-0" SHEET NUMBER: AmO102 Community Development Department Planning Division — Cupertino CUPLRTI NQ APPROVED Case # R-2021-025, A r Appr val Body: ire o t Approval Date 2 9/21 Signature — Erika Poveda DESIGN Case Manager 27'-7"TOP HT. ABOVE N.GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DESIGN 4 40 YR. COMP. SHINGLE ROOF 12 4010 MOORPARK AVE#1 01, 4 SAN JOSE,CA 95117 ATTIC 12 TELL:(415)254.1606 N E-MAIL:OFFICE@AMSDESIGNLLP.COM 10'PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. BEDROOM BATH BEDROOM THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH 2 0 THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE 6 0 REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE 0 0 0 THE BAY WINDOWS SHALL o 040 YR. COMP. SHINGLE ROOF o EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS BE CANTILEVERED FROM THE DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR EXTERIOR WALL AND SHALL TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN BE A MINIMUM OF 24"FROM LL= DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE FINISHED FLOOR. o STAIRWELL r` c 4 F.F.2ND FLOOR ATTIC 12 N — — — N — — — — — — — — — — — — — — — — — — — — — — — — — — — V 10' PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. GREAT ROOM ENTRY GARAGE 0 � a 21060 HOMESTEAD RD.SUITE 216 6C Bo CUPERTINO,CA 95014 I TEL:(408)992-1229 00� Bo e-MAIL: NILSENEINC@GMAIL.COM MAX. RISE=7 3/4" 14"ABOVE NATURAL GRADE F.F. e — — — — — — — — — — — — — — — — — — — — — — — — w PROJECT NAME: NATURAL GRADE LINE a CRAWL SPACE Z-°f RESIDENCE A-A CROSS SECTION 10840 JOHNSON AVE. CUPERTINO, CA 95014 REVISION TABLE: LREVISION DATE BY DEP SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A 01 JUNE.2021 S.A. PLN LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS OF AAMA/WDMA/CSA 101/I.S.2/A440. [CRC§R308.6.91 27'-7"TOP HT. SKY LIGHT ABOVE N.GRADE 2'-0 X 4'-0 40 YR. COMP. SHINGLE ROOF 12 4 ATTIC M, 12 10'PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. BATH o MASTER BEDROOM 2'-6" 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 CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL 40 YR. COMP. SHINGLE ROOF \ o o BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT o o PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL a' 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- 1 F-6"PLATE HT.(ENTRY) DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO ABOVE F.F. \ 4 CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE 12 F.F.2ND FLOOR 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. v 10' PLATE HT. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT KITCHEN 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. o 0 SHEET TITLE: 20 B 14"ABOVE PROPOSED SECTIONS MAX. RISE=7 3/4" NATURAL GRADE F.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- CV NATURAL GRADE LINE f_ a PROJECT ID: 2012-05 CRAWL 5PAGE z a d f DATE: DEC.2020 2 B-B CROSS SECTION SCALE: 1/4" = 1� SC: 1/4"=V-0" DRAWN BY: S.A. SHEET NUMBER: AmO101 Community Development Department Planning Division — Cupertino CUPERTI o APPROVED Case# R-2021-025, SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A MKU, r LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS OF AAMA/WDMA/CSA 101/I.S.2/A440. [CRC§R308.6.91 Appr va I B Appr va I to SKY LIGHT 2'-0 X 4'-0 277"TOP HT. g Si n ture Erika Poveda DESIGN — — — CLASS A TILE ROOFING. INSTALLATION — — — — — — — — — — — — — — — — — — — — — — — — — —� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE N.GRADE Case Manager PER MANUFACTURE RECOMMENDATION. VERIFY WITH OWNER OR DESIGNER FOR XAMP.:EAGLE NUMBER 4678 ORROOF TILE QUA WITH 2 PRODUCT AMSDESIGN ATTIC N 4010 MOORPARK AVE#1 01, 10'PLATE Hr. SAN JOSE,CA 95117 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - TELL:(415)254.1606 2'-6" 2'-6" ABOVE F.F. E-MAIL:OFFICE@AMSDESIGNLLP.COM MASTER BEDROOM MASTER BATH 9'6" DROPPED CEILING 6116 CLASS A TILE ROOFING. INSTALLATION PER MANUFACTURE RECOMMENDATION. CD 0 4 VERIFY WITH OWNER OR DESIGNER FOR o THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH !�—!L 12 COLOR.(EXAMP.:EAGLE ROOF TILE WITH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE THE BAY WINDOWS SHALL PRODUCT NUMBER:4678 OR EQUAL PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE BE CANTILEVERED FROM THE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXTERIOR WALL AND SHALL EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE BE A MINIMUM OF 24" FROM PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS ' THE FINISHED FLOOR. DESIGN.ANY DISCREPANCY DISCOVERED THESE PLANS SHALL PRIOR T COMMENCEMENT THE WORK INN QUESTION. ALL WRITTEN °O DIMENSIONS SHALL TAKEE PRECEDENCE OVER SCALED DIMENSIONS. q ATTIC N F.F.2ND FLOOR . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10' PLATE HT. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. GREAT ROOM LAUNDRY POWDER GREAT ROOM WALK-IN-CLOSET UTILITY ADU ADU OLH o 0 0 0 ❑d _ 21060 HOMESTEAD RD.SUITE 216 0 m • eg@.0 �No CUPERTINO,CA95014 14"ABOVE TEL:(408)992-1229 NATURAL GRADE e-MAIL: NILSENEINC@GMAIL.COM F.F. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (V NATURAL GRADE LINE f_ CRAWL SPACE `4 Z PROJECT NAME: JOHNSON'S C-C CROSS SECTION RESIDENCE 10840 JOHNSON AVE. CUPERTINO, CA 95014 18860 NEWSOME AVE. REVISION TABLE: REVISION DATE BY DEP 01 JUNE.2021 S.A. PLN A. 02 AGUST.2021 A.G. PLN 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 w 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 r� ------------— 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- 4 DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO A 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 NEWSOME AVE. 10840 JOHNSON AVE. 10850 JOHNSON AVE. 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 �^. }4 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. SHEET TITLE: i 1 PROPOSED SECTIONS 1 STREETSCAPE - "- ELEVATION THERE IS NO BUILDING AT THIS SIDE t �...... 1 I PROJECT ID: 2012-05 DATE: DEC.2020 - _. SCALE: 1/4" - 1' DRAWN BY: S.A. STREETSCAPE ELEVATION I �� _ � SHEET NUMBER: 2 -- N.T.S AmO102 Community Development Department Planning Division — Cupertino PERTI o APPROVED a se# R-2021-025, MKL)' r ppr va l 8 Appr va I to Signature Erika Poveda DESIGN Case Manager r7- - - - - - - - - - /I E3 E3 m - AMSDESIGN o 4010 MOORPARK AVE#1 01, _ _ _ _ _ _ _ _ _ SAN JOSE,CA 95117 l7 � // � � El El TELL:(415)254.1606 1 \ e E-MAIL:OFFICE@AMSDESIGNLLP.COM qw Mal THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE H ib N / I PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE f o \ \ I I PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN 20_5 / \\7 \ I I DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. I I G 11 12 I I DN I J III UP I III // I F 1 / /J- F q - — 21'-1 ' o �I J1 - 1' loll I I I / 24'-4" 1 I Ln - q A / i I - 21060 HOMESTEAD RD.SUITE 216 CUPERTINO,CA 95014 L 1 ■ 1 I I TEL:(408)992-1229 11 I e-MAIL: NILSENEINC@GMAIL.COM 2s9 co K I I I 1 / / B 1 - - / / \ _ I 1 //0 PROJECT NAME: —-1 - E JOHNSON'S -------- I 1 LO� RESIDENCE c L_ J 1 1 / 16'-5" \ `\ I 1 - 10840 JOHNSON AVE. D rt CUPERTINO, CA 95014 4 REVISION TABLE: L. _ _L J - REVISION DATE BY DEP _ 01 JUNE.2021 S.A. PLN -� 02 AGUST.2021 A.G. PLN 03 SEP.2021 S.A. PLN FLOORAREA DIAGRAM ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR 2 DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. SC: 1/8"=V-0" 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 SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. FLOORS SPACES SIZE AREAS (SQF) TOTAL OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE A 29'-5" X 21 '-1 1" 645 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED EXTERIOR MATERIAL SCHEDUAL STUCCO TILE ROOFING DETAILS THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBEDED IN THE DRAWINGS AND SPECIFICATIONS. 2 N D B 26'-4" X 9'-0" 237 SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL 1098 VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO FLOORC 19'-1" X5'-5" 103 COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. 7-0 IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT D 1 6'-5" X6'-1 1" 1 1 3 I } I jj, OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS 1ST E 28'-9" X 27'-1 1" 803 TITLE TYPE INFO DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. FLOOR F 24'-4" X1 1 '-0" 268 1 150 SHEET TITLE: G 18'-7" X 4'-3" 79 ROOF TILE ROOFING VERIFY WITH OWNER OR DESIGNER FOR FLOOR AREA GARAGE H 20'-5" X 20'-6" 418 418 COLOR. !t h I � '°' SIDING STUCCO SMOOTH DIAGRAM I MATERIAL TOTAL BUILDING AREA 2666 BOARD 1 23-10" X17'-4" 413 GARAGE DOOR CLOPAY BROWN COLOR ATTACHED ADU 11 5-9" X4'-3" 24 495 PROJECT ID: 2012-05 12 13'-5" X 4'-4" 58 DOOR ALIBABA DOORS BROWN COLOR J 9'-4" X 4'-5" 41 I a DATE: DEC.2020 WINDOWS MILGARD TUSCANY / BROWN COLOR PORCH J 1 10'-1 oll X l -loll 20 508 SCALE: 1/8" = 1' K 38'-10ll X 1 1 '-6" 447 STONE VENEER SHALL PROVIDED ON FACING OF BUILDING TO BE MORE COMPATIBLE WITH CONTEMPORARY STYLE. DRAWN BY: S.A. SHEET NUMBER: Am014n0l Comr iunity De elo merit Depart nent lann ng Civisi In - Cupertinc CUPERTINO APPROVED Case# R-2 21- 25, AK r Z Approval Bo y: Direct r/Staff � LEGEND Approva I Da 12/0 /21 EXISTING CONTOUR LINE Signature Erik Pokda I C se Ma ager ---200--- NATURAL GRADE CONTOUR LINE FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED ( ) RECORD INFORMATION CENTERLINE 10 30 50 ti 0 CURB INLET 0 20 40 100 0 GRAPHIC SCALE CURB LINE 1" = 40' DRIVEWAY APRON o ELECTROLIER m x x x FENCE FIRE HYDRANT a a a a a ® FLAT GRATE INLET THE BEARING NORTH 66°58'02" EAST OF THE MONUMENT LINE OF MONTECITO �P� LAND AVENUE AS CALCULATED ON THAT MAP OF TRACT NO 1287 FILED FOR RECORD IN \� S o.H PwR OVERHEAD POWER LINE BOOK 48 OF MAPS PAGES 47, SANTA CLARA COUNTY RECORDS, AND AS FOUND w'� PORFIRIO GAG o H. TE OVERHEAD TELEPHONE LINE MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. C OSCAR OSUNA o 8921 ss SANITARY SEWER LINE * No 9.-30 Exp. -22 O SANITARY SEWER MANHOLE J�9TF OF CA0Fp��\� 011 SANITARY SEWER CLEANOUT O SIGN L=5 4 ,�36 2�" 89.�� R`126g 9g so STORM DRAIN LINE PLSO����O OSEXP. 9 CAR OSUNA R1 MAN SAME LINE O STORM DRAIN MANHOLE ETT� D R � UTILITY BOX /o 1 3 UTILITY POLE REFERENCES: TRACT NO. 1287 48-M-47 L=26.60 - 9.99' R1 /o \\ F w WATER LINE \ w WATER METER WATER VALVE E� ELECTRIC METER I wH WATER HEATER I BENCH MARK I GAS ; I DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE A C I WESTERLY CORNER OF LOT AS SHOWN: ELEV.: 100.00' i i ABREVIATIONS L=50.77 50.63' R1) R=970.00' I APN ASSESSOR'S PARCEL NUMBER =2°59 57" (2°59'27" R1) � I BM BENCH MARK . cm � E CATV CABLE TELEVISION OVERHEAD 0 D CURVE DELTA � Z m DRWY DRIVEWAY .5 ° L=47.39' =1000.00' R1 I IDS DOWNSPOUT c °' =2°42'5 ^ FF FINISH FLOOR w > o JOHNSON AVENUE FL FLOW LINE ELEVATION Z >_ o \ GFF GARAGE FINISH FLOOR v N J C - CO 0 R1 Q_18 57 � \\ IP IRON PIPE c Z � R_1000.0 1,3 = \ L CURVE LENGTH W .� g o -158•52 L=330.80' R=1000. \ R REFERENCE DOCUMENT W Z 0 00 R1 \\\ M-M MONUMENT TO MONUMENT Z CO) \6 N =3°50'30 �6, 92 A�, w / \6° O.H. PWR OVERHEAD POWER LINE �� � w o 4166'`S6"� 6)IS� O.H. TEL OVERHEAD TELEPHONE LINE /�`L o/ S���'' S PCL PARCEL Z c Z M R-970.00' R �`r, z �o/ F O0-65.04 z J o w / 0� \\�9 ` 6, P.M. PARCEL MAP W ii �`' o o Q �9�\�3F9p� PTN PORTION tics R RADIUS U N LOT 158 SD STORM DRAIN Z "' u, LOT 157 I R1 O �C���0 SS SANITARY SEWER J TC TOP OF CURB ELEVATION cap �p R1 co \ TEMP. TEMPORARY z LOT R 156 o z r PUE PUBLIC UTILITY EASEMENT 0 m o W o APN NO.: 375-30-024 w w I N \ z Lj _ \I o LOT GROSS AREA: 6,068t SF o °O \\ WLE WATER LINE EASEMENT r Z NID \\ g o BENCHMARK: 549.S \ Z No 'D ELEV. 202.25' 2Cn S28°30'00"W 61.62' R1 MAG NAIL \ NOTES: j o 1. DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. R� 50.00, / \\ 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q o° 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME W o S� oo�9�N L=31.42' R=90°00'00'1 �TRq��2�'13,JOyNs�N �F\ 4. TOPOGRAPHYTO THE TSOF OUR HOWN ONNOWSEDGE. IT IS AP REPRESEONTSATHED ON AN SURFACE RBORIST FEATURES OOLY Q N o \ \ T l0g8 ���S.00, \\ 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND O V z O 30 S4 j° �,j,2 OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF 0 p 00, 2�'13 4) UNDERGROUND UTILITIES CALL "USA" (1 -800-642-2440). = z o L=31.42' R=20.00' !N 93 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 0- ^ 90°00'00" 22 RJ 23.22 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). Q = M \ o (TRACT 1088 44-M- 8 A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY Q , `b o OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE _ z c NOT SHOWN ON THIS MAP. CzC 0 Q o ^ N ^ � o w 0 N 4-(D N O 0— �\ W q) CIV CIV SHEET •O�RJ BT 1 OF 2 SHEETS Comr iunity De e10 merit Depart nent lann ng Civisi n - Cupertinc 'CUPERTiNo APPROVED Case# tR21- 25, AK r Z Approva I Bo y: D / afFApprova I Da 21 W Signature Erik Pov da 1 I Cz se Mar ager ,�54 LEGEND 10 30 50 EXISTING CONTOUR LINE 0 20 40 ---200--- NATURAL GRADE CONTOUR LINE GRAPHIC SCALE 1" = 10' FOUND CITY MONUMENT BOX, OR AS NOTED ti BOUNDARY OF PROPERTY SURVEYED a ( ) RECORD INFORMATION CENTERLINE EX. MAN HOLE 0 CURB INLET m CURB LINE DRIVEWAY APRON a a a a a 0-0 ELECTROLIER THE BEARING NORTH 66°58'02" EAST OF THE MONUMENT LINE OF MONTECITO x x x FENCE JOHNSON AVENUE A=2°42'54" AVENUE AS CALCULATED ON THAT MAP OF TRACT NO 1287 FILED FOR RECORD IN �p�P` LA NOS BODK 48 OF MAPS PAGES 47, SANTA CLARA COUNTY RECORDS, AND AS FOUND FIRE HYDRANT L=47.39' R=1000.00' R1 MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. �� PORFIRIO _ C) OSCAR OSUNA o ® FLAT GRATE INLET p=9°04 157 R1 0 L=158.52' R=1000.00 No. 30 O.H. PWP OVERHEAD POWER LINE Exp. - cm-\22�\* O.H. TEL OVERHEAD TELEPHONE LINE F�F CAL�F�� ss SANITARY SEWER LINE 0 SANITARY SEWER MANHOLE o R IRIO OSCAR OSUNA �o SANITARY SEWER CLEANOUT PLS 8921 EXP. 9-30-22 o SIGN �\ o WATER METER \\ SD STORM DRAIN LINE REFERENCES: n �\ �\ = R1 TRACT NO. 1287 48-M-47 O STORM DRAIN MANHOLE o o UTILITY BOX — — — — I� 4=2°59'57" (2°59'2777 \ � UTILITY POLE S0.63' R1 =970.00 p=3°50 30" o°' ti �0 w WATER LINE L=65.p4' R__970 00 R1 EX. CHAIN LINK W WATER METER x WATER VALVE 1 BENCH MARK EM ELECTRIC METER I x x x x x x x x - —x x x x x x I 1 II DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE \ ti° � I II WESTERLY CORNER OF LOT AS SHOWN: ELEV.: 100.00' WH WATER HEATER \ �� + EX. CONC f� X © GAS + xl I II II o EX. CINDER BLO K L� / X I II II RETAINING WA L ABREVIATIONS \ � z � BM BENCH AK N ASSESSOR'S R PARCEL NUMBER ■ v� E o CATV CABLE TELEVISION OVERHEAD 1 D CURVE DELTA 44 0 Z m i W DRWY DRIVEWAY I cmo a- DS DOWNSPOUT W E , \ 0 FF FINISH FLOOR _ > o \ SOT 45 FL FLOW INGFF GARAGE ELEVATION 158 v N J FLOOR R1 CO R1 IP IRON PIPE c Z Ld o N LOT GROSS AREA: 6,068E SF Z o L CURVE LENGTH W °m g R# REFERENCE DOCUMENT Z �`�°� APN NO.: 375-30-024 I M-M MONUMENT TO MONUMENT Z y \ O.H. PWR OVERHEAD POWER LINE �1� cmLU w O.H. TEL OVERHEAD TELEPHONE LINE V z \ Oo ��; PCL PARCEL 0 Z c Z M o "O P.M. PARCEL MAP W ii W o z X I11J o PTN PORTION �o R RADIUS 0 EX. COVERED PATIO CD •o EX. CINDER BLOCK �- SD STORM DRAIN 0 N c9 �� RETAINING WALL SS SANITARY SEWER K 6 °' I� cn ,moo TC TOP OF CURB ELEVATION 0 °O BENCHMARK: TEMP. TEMPORARY Z z L I n ELEV. 202.25' PUE PUBLIC UTILITY EASEMENT \1 00 w No N MAG NAIL = WLE WATER LINE EASEMENT 0° 0, I I o o Q I � �O� co / a o �� cn + II Z o \ I 0 U o f N \ �o° EX. CONC `�° �� + w NOTES: = 1. DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. � U I / 71 0 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q EX. WATER VALVE 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME M W o /EX. GARAGE I TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. z 5 \ 2'x2o' AE I I 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. � W Q cV GFF 204.9 I o`�il I 5. UNLESS SPECIFIED ON THIS MAP LOCATIONS OF THE UNDERGROUND AND O EX. DRIVEWAY �` EX. CINDER BLOCK 0 U z t I III OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF 0 O XI `� ///ZZ///ZZJ ti RETAINING WALLUNDERGROUND UTILITIES CALL "USA" (1 -800-642-2440). = U) �? o i + ^° - - 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 0- z o°c ti° 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). Q = M I X EX. CONC f 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY Q , \ I x x OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE z c \ x x x S2 °30'00"W 61 .62' R1 EX. FIRE HYDRANT NOT SHOWN ON THIS MAP. z O Q o 00 0 C = w 0 O EX. UTILITY POLE o N FrirZE W aqi SHEET �1 BT 2 OF 2 SHEETS Community Development Department Planning Division - Cupertino CUPER Itro APPROVED "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND ''� Case# AJ R 21 2 HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE 1/8„ — 1 ,- 0 " Abdy- r Irrigation Legend: LANDSCAPE DESIGN PLAN AND IRRIGATION DESIGN PLAN" - Approval cto /5t App ova I.Date 12/09/21 SYMBOL HEADTYPE PSI. GPM P.R. MANUF. MODEL No. Signature Erika Poveda CJ Drip Emitter 25 2 GPH Hunter MPE-20 case Manager Pressure Compensating Multi Pon`. Emitter With 6 Ports Per Emitter Install With Hunter Multi Purpose Box TOTAL LANDSCAPE AREA: AMSDESIGN 2,875 S.F. 4010 MOORPARK AVE#1 01, SAN JOSE,CA 95117 TELL:(415)254.1606 Master Valve Hunter ICV-101 G Install Per Manufacturer's Specs. Gate E-MAIL:OFFICE@AMSDESIGNLLP.COM Drip Zone Valve Kit Hunter ICZ- 101 Install Per Manufacturer's Specs. �- Typical Walkway to ADU y Quick Coupler Valve Rainbird 33DRC Series 3/4 Size - Automatic Controller Hunter I-Core 6 Station Wall Mount-Power By Others Q MWS Sensor Hunter MWS Install On Gutter Per Manuf, Specs 61 .62 Flow Sensor Hunter HFS Install Per Manufacturer's Specs Backflow Prevention Unit Febco Model 825Y Install Per Manufacturer's Specs. I'HOMAS SCHERER Sub Meter Zenner Model MJ Water Meter- 1" Size I i I ASSOCIATES TTHESE HEY WERE PLANS ARE INTENDED ORIGINAL AND ARE THE PROPERTY OF AMS DESIGN.THESE _ ( Landscape Architecture PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE Mainline PVC Sch. 40 Size Per Plan Bury 18" Min. Below Grade ` I REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE - - - _ _ _ OTHERLateral Line PVC Sch. 40 Size Per Plan Bury 12 EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE Min. Below Grade i _ PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS - - - - — Irrigation Line Sleeve PVC Sch. 40 Size To Accommodate Irrigation Lines- 24" Depth I -_ __ DESIGN.ANYDISCREPANCYDISCOVEREDON THESE PLANS SHALL PRIOR I I — -- — — — 7I DI COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN / W E LO CALCULATIONS: Tel(831)'688-8913 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. . � O.Box 68,Aptos,CA 9500I { r MAWA & ETWU Valve No. MaximumA lied Project SpecialLandswpeArea TotalLandscapeArea MAWA Water Allowance l}/le ETo ETAF (SLA) including SLA (gatlyr) 20'REAR SETBA K \ ''t• ul M '> � — I (MAWA) _ mAwA=ETo 0.62 ETAF'IA + t-ETA SLA f i drozone Area y Residential 45.3 0.55 2,875 44,411 ( )'( )'�( ) (( D' )1 � 4 E•j CrM \ t � r 4 t ETo SF'P J IE SLA EAU ry ors J 4 ° ] Estimate�E1WU Total Water Use ( (gatlyr) - �=(ETo) (a.s2) +sLA]45.3 1,065 29,906\CJAGEPaverstone r rs x o- ~ ILSEPE BUILDER INC. Valve Size Driveway 14,505 Project meets water budgetDifference between MAWA and ETWU 21060 HOMESTEAD RD.SUITE 216 :I CUPERTINO,CA95014 TEL:(408)992-1229 ETWU Calculation Select Square Feet Plant Factor Irrigation Efficient IE (SF'PF)/IE a,.,,,c;,f,,',,`•_ J.,. Zone# Description ,ri tion SF PF y( ) IRRIGATION NOTES` �j I I . - - - -� \� � ;; i✓F"�� t�! (Regular landscape areas) � Irrigation ( ) ( ) e-MAIL: NILSENEINC@GMAIL.COM ­!it, ra�� - \ pressure at meter. Maximum flow is 7.6 GPM. I _ _ s 1'' `` 'r ? 1 Front Yana Drip 1,873 0.3E 694 1. System is designed for�5 PSI static press — _ =>�;- «-_ I os1 371 �_ G M. - Y 2 SideB,RearYard Drip 1,OD2 0.3E commencing work. An �:fy�-�j�,i���� �;�.��.- >:�t�...�,•�, Contractor shall run pressure tests at each point of connection before I o.s1 Y Z discrepancies between actual pressure and design pressure shall be reported to the LL! ( landscape architect and owner prior to further work being done. i C�-" - - -I �- �- t � r• =yl( 7 4<r _. -. Svl.1r.�«=YY,.Ih['[y_:. _11=.. .f'S: �:dr..,:M1=:�1. 2. All applicable governmental plumbing and health code regulations shall have precedence Q I PROJECT NAME: ( 5MRAGE ; UP Landscape area(not including SLA) 2,875 1,065 over these plans and specifications. JOHNSON'S 3. Location of valves, back flow prevention units, mainline, lateral line and automatic N controllers are shown schematically due to scale of the plans. Install in planter areas where I - - I I Description Square Feet Plant Factor 1 Irrigattion Efficiency(PF/1E) (SF•PF)11E ever possible or in the most appropriate location. Install mainline and lateral line in the same - [tj (sF) °�°NG!°GNf RESIDENCE �� O — g r°� urXv6xpr � - I ETWU Calculation trench (with a 6 min. separation vertically)wherever possible. I I i Edible planting area o ii.o 4. Contractor shall verify all points of connection (POC) in the field prior to commencement of special Landscape (SLA) Multi-use and sports field turf area 0 1.0 work. If discrepancies exist between existing conditions and those indicated on the plans, �° ~" the landscape architect and owner immediate) before continuing I Area irrigated with recycled water 0 i.o contractor shall contactp Y I PkM I, I i' Pool 0 1084E TINO, CA AVE. work. Likewise, contractor shall verify configuration and dimensions of areas to be irrigated Z I ® I Total SLA a o CUPERTINO, CA before commencement of work. trees shall be HAND TRENCHED and care shall be I I I I �I REVISION TABLE: 5. All irrigation Imes to and around existing Total Landscape Area(including SLA)from ETWU Calculation 2,875 taken not to damage existing tree roots. I I `°�"�Po"`� I I' 6. All irrigation lines under paving shall be placed in sch. 40 PVC sleeves, size to I Note: ot: accommodate irrigation lines adequately,for the full width of the paving. I oo Install Automatic Controller REVISION DATE BY DEP �Izn� 7. All changes in direction of irrigation pipe shall be accomplished with the use of proper I o Per Manufacturer's Specs- I I fittings. NO PIPE SHALL BE BENT. I ---- Coordinate Power Supply I I ' 8. In no case shall the spacing of heads exceed the recommended spacing of the I With G.C. Note: manufacturer. Sidewalk _ _ \ - -`4`41' - 9. Minimum depth of PVC lateral lines shall be 12"(twelve inches) below grade. Typical I. I I I . ; Install MWS Sensor Unit On Minimum depth of PVC main line shall be 18"(eighteen inches) below grade. \ Gutter Per Manufacturer's 10. Prior to any planting operations, a coverage test shall be performed by the contractor in \ I I I ( I .�' Specs the presence of the landscape architect and owner. Contractor shall furnish all materials and \\ I Note: I— , , I provide all labor necessary to correct inadequate coverage. I Install Sub Meter, Backflow of all necess permits and shall Prevention Unit,Master Valve 11. Contractor shall be responsible for the procurementary pe provide owner with an 'As Built' plan (reproducible) of the installed irrigation system upon \ I & Flow Sensor Per I \ \ I � 2 . 1002 s.f. completion of the project. \ Manufacturer's Specs. I \ I 4 12. All installation shall conform to the Water Efficiency In Landscape Plan Submittal - - -, - - I �T '�. J_4.6 GPM Checklist For City of Cupertino. - e �l ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR �/6 I � u° DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO HE EXISTING SITE. u ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL .'n]J1 , Note: BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT Indicates Irrigation Line PROCEED WITH HE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL tea, cs ts=a t � SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES— Sleeve-Typical Symbol 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 CARRY I l I r T THE INTENT F THE DRAWINGS D WHICH IS CUSTOMARILY REFORMED, SHALL NOT SPECIFICATIONS,RELIEVE THE CONTRACDETAILS OMITTEDR FROM PERFORMING SUCH OF HE WORK AS IF FULLY AND SET FORTH AND A. t Note: H' -•--- DESCRIBED IN E DRAWINGS AND SPECIFICATIONS. \ Point Of Connection- Verify Location In Field SITE CONDITIONS:ALL CONTRACTORS AND SUBCONTRACTORS SHALL / �`�'"�"�� \, Prior To Commencement VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT I Of Work RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND HE EXISTING CONDITIONS ARE FOUND,THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS ��--�—k DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: I IRRIGATION Sidewalk OHNSON AVENUE PLAN Typical 1 1873 s.f. `� 1" 7.6 GPM PROJECT ID: 2012-05 Note: Water Meter- DATE: 8_23-2021 Verify Location In Field Prior To Commencement SCALE: 1/8„ = 1 ' - 011 Of Work 6:1 R1 DRAWN BY: TS AM SHEET NUMBER: L 1 WULCOLS WATER USE KEY Community Development Department H HIGH M MEDIUM 9 HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE Planning Division E Cupertino L LOW AND HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER CUPER INo PPR VE. ~�. VL VERY LOW IN THE LANDSCAPE DESIGN PLAN AND IRRIGATION DESIGN PLAN" -'�, Case. # R 21 _ Off A r App ova ody: cto /St - Planting Legend: App ova F Date 12/09/21 DESIGN mbol Botanical Name Common Name Size H2 uan. Comment s O TOTAL LANDSCAPE AREA: Signature Erika Poveda Case Manager Trees: A Lagerstroemia h.'Tuscorora' Crape Myrtle 24" Box L 1 Front Yard 6' Ht. 18860 NEWSOME AVE. 2,875 S.F.WAIVER SIGNED NOTE: AMSDESIGN B Existing Street Tree To Remain EXISTING CYPRESS - STALL 3" LAYER OF APPROVED- v' TO REMAIN MULCH FOR FUTURE FRUIT TREES- MCI\°°°� TO BE SELECTED BY OWNER 4010 J O E,CA 9 AVE#101, S `-` SAN DOSE,CA 95117 1 Polygala f.'Petite Butterflys' Sweet Pea Shrub 5 g.c. M 6 Flowering o Gate 5 .c. L. 4 Foundation o tY- TELL:(415)254.1606 S Drum t.varie ata Varigated Mockorange g \ Typical Walkway t0 ADU E-MAIL:OFFICE@gMSDESIGNLLP.COM 2 Pitto p 9 15 C. L 8 Privacy Plant 3 Pittosporum tenuifolium Kohuhu g Y , NOTE: Screen 4 Osmanthus fragrans Sweet Olive 5 g.c. L 5 THERE ARE NO EXISTING TREES N 61 .62' ON SITE OTHER THAN THE EXISTING CITY STREET TREE AND TWO-,r ,.. y ✓ �..y-, r y,_�, V �'�1`�l`W`-�-(- I'HOMAS SCHERER EXISTING ITALIAN CYPRESS TO BE ASSOCIATES THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH RETAINED FOR PRIVACY PLANTS THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE \ \ 4 Landscape Architecture PLANS ARE PROTECTEDE UNDER COPYRIGHT LAWS AND MAY NOT �,/ \ �. 6 REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE Groundcovers: / \ \ ! EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS A tenia cordifolia N Cistus sa{vifolius \ I /� _� S ;1 DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR p �' - TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN Baby Sun Rose Sageleaf Rockrose DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Plant 1 g.c. @ 36" o.c. Plant 1 g.c. @ 48" o.c f'' ;/ --_ __ I — — — -- — 2� \ O.Box 68,Aptos,CA 95001 !/ , 0 j" Tel(831),688-8913 L L .-�...-*,.+ - _ � � /; \ • \.\\ \� `i-�� � !'3MJf u°rS..e� yp �'�.+,9'�Zs fit}'ice. 1 /o/ _.\ ... � 1`"•1 - \. ' '\ \ \ 1 ;tf 5��� �i��� ��r-'x`�,��aY�j rn� Y r ✓ .1\Q�V` / , � f f j Ceanothus g. Diamond Heights x Cistus p. Sunset CreeperSunset Rockrose to 2�'REAR SETBAI K Diamond Heights Carmel p X/,/ / _- Plant 1 g.c. @ 48" o.c. Plant 1 g.c. @ 60" o.c. F I I T(CIIFle� V l i1R - - _ Paverstone I I I \. E {k �a � } ��� 6 Ht. Fence \Driveway x�. Y I IKT Typical ILSEPIE BUILDER INC. synthetic Turf: \ 7 z<r \ ,ti °cAA, Heavenly Greens Or Equalr, a�� ® I 21060 HOMESTEAD RD.SUITE216 Y I I I ,•.. a r... Install Per Manufacturer's L! w CUPERTINO,CA 95014 4 a.f,C \ rr.`� .�;�,�, �O � �5r0a TEL:(408)992-1229 i I i :,'6='_ , Specifications � I � � �a4'.'-.!:* 't ;�� / I � ��g`� e-MAIL: NILSENEINC@GMAIL.COM Tree Symbol ICI —� ;��Ff��,� z ,'1 ,.. ra u _ I \ \ ==R1— - - -- + ,' ;y� \ �eGO Quantity `' I' I I IT. ,� I I t � ® L L =a PROJECT NAME: roe; I1P z'6- �. JOHNSON'S Shrub Symbol �0//'�� Quantity - — — � LAUNDRY RESIDENCE LV I \1 G \\ \ I \ 10840 JOHNSON AVE. CUPERTINO, CA REVISION TABLE: PlantingNotes: 1. ircles shown indicate approximate mature size of plant material. - I I I REVISION DATE BY DEP 2• Contractor shall be responsible for adequate erosion control measures during --.0 I °O l I I PRIVACY PLANTS- �+ construction. f I ° S+ _ 0" MAXIMUM I 6-23-2021 TS 3. Care shall be to avoid construction activity and/or staging under the `I o...... 1 GUAT11 M PRIVACY PLANTING dripline of existing trees in order to prevent soil compaction,root or tree �,� I a.aa I I �� SPACING / damage.All work to be done under the dripline of trees shall be done by hand. Sidewalk �` &MIN. 6 HT. `� LANDSCAPE PLAN .\ AT PLANTING 4. No plant shall be planted in a drainage swale regardless of position on plan. Typical \ / I 8-23-2021 TS 5. FINISH GRADING Till all planter areas to an 6 inch depth.Break up or I f% I \ i remove all compacted lumps of soil,rocks larger than 1 inch in diameter, \ and all deleterious material from planter areas. Finish grade all areas to a � , i I .f , \ PLANNING smooth,even surface free of abrupt changes in grade.Make minor grading i j —I 'INSTALL 3" MIN. LAYER ® I :; S000 ° y-\� COMMENTS OF APPROVED MULCH o on changes as required to insure positive drainage(1% minimum). ,' / � �\, � �, O' \,. incorporate g 11 IN THESE AREAS- I ' C StOry� .� 9-30-2021 TS 6. SOIL PREPARATION:Thoroughlyinto orate the following amendments \ . into the top 6(six)inches of all areas to be planted,except where indicated g�5 / �� TYPICAL I t /Ohl otherwise.Amounts given are per 1000 square feet: °�`� / �i j L— _I r J \ �,` PRIVACY PLANTS I h� PLANNING _ COMMENTS 1. 4 cubic yards of nitrogen stabilized shavings. a�< /�' 2. 2 cubic yards of Nitrohumus or Gro-power. eG°� / ,�� �� � • — -w— _ —-- --�•• � •- - — — — -- �._ _•�I � `-""' � �f 3. 8 pounds of all purpose fertilizer(8J' 7. No plant shall be installed until a fully automatic drip irrigation system, / ) // �` \'.�� i s � ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR covering all planter areas,is installed,tested and is fully operational. J \tO ' I �-.� DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. 8. PLANTING OF TREES&SHRUBS: Unless otherwise noted, // = '� `` ' ' `/^\ , f fe ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR \ \ �' / jO - \e�L CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL All trees shall be planted per detail_-1 /�' r ,, r Sfje BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT Ail shrubs shall be planted per detail_2 /' / / \d PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL All planter pits shall receive the following back fill mix: \�. / \ f / \E/ / I SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES f 3' - 0" HT. FENCE - TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. 1. 60% soil of the site // l 2. 20% nitrogen stabilized redwood shavings \ Y \20� Y\.� , \ IN FRONT YARD %' - OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- 3. 20%Nitrohumus or Gro- ower or equal j� Acid loving plants shall receive peat moss ; /d i� 1 / AREA 1 N DESCRIPTION OF THE WORK WHICH I MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR ! _ _ WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE 4. Fertilizer tablets(Ag��21 gram:20-10-5)or equal, \ \ y / r -- _ T CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED \ Y`i l r ~`� i DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND applied per manufacturers recommendations. EXISTING STREET DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS, TREE TO REMAIN 9. Contractor shall guarantee all small trees,shrubs,vines, roundcovers F" \ % , �% \` �: \ r g g � / �`, SITE CONDITIONS:ALL CONTRACTORS AND SUBCONTRACTORS SHALL and turf to live and grow in an acceptable condition for a period of 90 ' VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO nine days from the date of installation completion- Contractor shall also COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. ( ) y p \ \ \ 10 DISCREPANCY OR OMISSION BETWEEN THE INTENT guarantee all trees and shrubs 24 box size and larger for a period of 1(one) IF ANY VARIATION, year from the date of installation completion- OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE 10. Upon completion of planting operations, contractor shall apply an approved '�'.. � �`• '• '` �. '�•, �\�' � '� .---•' ;' � � � FOUND,THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY AMS pre-emergent herbicide(Ronsta[or equal)as weed control per manufacturer's .' / \� \q� / DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS \' \ DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. specifications. In addition,a 3 inch layer of approved mulch shall be installed � •\ � � �' `t, •% ., ' over the finish grade of all planter areas. \ �,q •• I\_ 11. MAINTENANCE PERIOD:Contractor shall maintain the site for a period of SHEET TITLE: NOTE: ...e...- �_�•`,1 -- 1 1 ` S 90 calendar days after acceptance by owner. Maintenance shall include weekly mowing of turf areas;weeding of all turf and ground cover areas INDICATES 40' CORNER \, 1 i removal of all trash and debris from planter areas and hardscape areas;pruning and trimming of TRIANGLE 1���•� r -- - PLANTING all plant materials required;replacement of all dead or dying plant material&2 applications of PLAN ' n ^' fertilizer. FRONT YARD TREE Sidewalk V'i1 V 12. Contractor shall comply with all features of the City of Cupertino WELO- 6-0 -" Ht Min, z i Water Efficient Landscape Ordinance. Typical AVENUE PROJECT ID: JO}�NSON DATE: 6-14-2021 SCALE: 1/8" = 1' - 0" DRAWN BY: TS SHEET NUMBER: L-2 LEGEND Community Development Department LEGEND: 1 O HUNTER REMOTE CONTROL VALVE (ICZ) O7 ISOLATION VALVE, SIZE AND TYPE PER PLAN C Planning Division — CupertinoUPERTI O APPROVED 2 WITH FILTER REGULATOR ® PVC SLIP X MPT ADAPTOR Ca se R- 1- 01 EMITTER - HE-XX-B 4 2� IRRIGATION VALVE BOX: HEAT STAMP LID ( SHRUB 5 WITH 'RCV' IN 2" LETTERS 9 BRICK SUPPORTS (4) 10 FILTER FABRIC-WRAP TWICE AROUND Appr c va I B dy: DI or to Q EMITTER STAKE 6 ! ' 03 WATERPROOF CONNECTORS(2) BRICK SUPPORTS Appr 'va I Date 12/09/21 ® 1/4"TUBING TO SHRUBS 7 4 18"-24"COILED WIRE TO CONTROLLER n n HQPE-170-XX or HQV-250-170-XX g 11 3/4 WASHED GRAVEL-4 MIN. DEPTH Signs ure Erika Poveda " ` 5 FINISH GRADE AT ADJACENT SURFACE Case Manager 05 6-PORT MANIFOLD-MPM-050 (TURF OR MULCH 12 IRRIGATION LATERAL I* AMSDIESIGN Q T 13 MAINLINE LATERAL AND FITTINGS 6 ADJACENT MULCH . 1= =:_lI. :.I,-��� _ !;:;; ;:: i1 -�II-,-.��'- ':;1�1.- is � , i.i.;:;';•-,1• �- : ; © SCH. 80 CLOSE NIPPLE, MATCH SIZE TO 07 ELBOW 12 =I`{I, 41; -} =rli:_a; _ i .�:1:'._:':?' VALVE 4010 MOORPARK AVE#101, -A TELL:= ;: '�'•��'� ••:;_ SAN JOSE,CA 95117 ® FINISHED GRADE IN PLANTER BED " - A.: =' II; ; .' 5 4 3 1 2 5 TELL:(415)254.1606 11- 1j 11;" MIN. 1" E-MAIL:OFFICE@(AMSDESIGNLLP.COM i 9 SCH 80 PVC NIPPLE o CLR. ! 10 CONNECTION FROM LATERAL . i 6 _ / 11 VALVE BOX AS SPECIFIED ;II. = 7 I — • ::�;•._..:: .:r:::.-.,::.:-:. :- ,;...::.:.::.-, _-._. .__:..:.r_.:: :::...:.:,.�:...::•::,;' '' i III III f 1I- 12 LATERAL PIPE AS PER PLAN 1 :': ' : 12 8 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY•OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE I ( REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE MULTI-PORT MANIFOLD TO EMITTERS I N VALVE BOX EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY Y DISCOVERED ON THESE PLANS SHALL \— I ( I I- DIMENSIONS SHALL TAKE PRECEDE RECEDENCE OVER SCALED DIMENSIONS,PRIOR _� H M•M PM.01 NOT TO SCALE 9 TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN -III III- LEGEND 10 1O HUNTER REMOTE CONTROL VALVE(ICV) 7O PVC SLIP X FPT ADAPTOR 11 13 WITH FLOW CONTROL ®BRICK SUPPORTS(4) 2O IRRIGATION VALVE BOX: HEAT STAMP LID Og FILTER FABRIC-WRAP TWICE AROUND DRIP CONTROL ZONE KIT (ICZ-101 ) TH RCU'IN 2 LETTERS O ( ) BRICK SUPPORTS ATH ISOLATION VALVE 3 WATERPROOF CONNECTORS 2 11LSE NE BUILDER INC. 10 3/4"WASHED GRAVEL-4'MIN. DEPTH 4 18"-24"COILED WIRE TO CONTROLLER 11 IRRIGATION LATERAL r' V.ICZ.07 NO SCALE _ 3 __ 21060 HOMESTEAD RD,SUITE 216 . 5 FINISH GRADE AT ADJACENT SURFACE E _ — ' cUPERTINO,CA 95014 12 MAINLINE AND FITTINGS CUPS TI O,CA (TURF OR MULCH) T MAIL: )992-1 EINC@GMAIL.COM © SCH.80 CLOSE NIPPLE, MATCH SIZE TO VALVE _._.. 5 4 3 1 2 6 5 — " 7 10 PROJECT NAME: MIN. In •(2) 2',Qia.l.odgepota any Stake- 1D'-O' Lgng N'?%ON@^ [25MM CLR. _ • ' S f-I�I' Jun 6 I I I=I 1=III=III _ — 1M 1 I. � Construct wamri� mES I D E E I EEI I F 1 11=1 I I— i I I i I �I 2 9 11—► 4 Baein I—III—III—III—I I Rubber-�'Tree ,, Redo ; A�,�Ir =III-1 —III— (2 Per Tree) — To Stator With 2 wood 10840 JOHNSON AVE. s- Below Fast sranC# Screws CUPERTINO, CA 95014 8 I I 1=i 11=1 I I- =1 I— - 1- -- Construct Watering 2e Above Of o I^-sh' Grade P P P P o — I I=III I 6 ": FLOW .• : Bin ' 13asldiU trip __ ---. _-- REVISION TABLE. a 7 Bacisflll 16�c- See Specs.— See Specs --- --- —III=I 111- �-` •� . � `�`� �`�Iv�v � - REVISION DATE BY DEP p Roughen Sides Of To of Rootbail 27 Rootball To Cut. q, Abu" Finish Grade Circling Roats Before Planning Abu" '- ----- - 10 10 x DIA_OF STRAIGHT PIPE 5 x DIA_OF STRAIGHT PIPE Tk; FREE OF FITTINGS OR ELBOWS FREE OF FITTINGS OR ELBOWSb•z B _ !N-LlNE VALVE tCV-�O�G DETAIL LEGEND: �`°'�' � 'e = = 'N R t ) -.� ao _ — d� FLOW SENSOR PER PLAN(HFS) - m m Puddle & Settles - Bacldiil Bafcre i Na ORECEPTACLE TEE(FCT), SIZE PER PLAN Roughen Series Of Rootball -'- Pia^ling —: 1 To Cut Cir�g.Roots - 2c Raatball MIN. 1812 WIRE PER PLAN TO CONTROLLER SENSOR TERMINALS. 2"-RD°�l t.-'.. Diameter MAXIMUM WIRE DISTANCE RUN OF 1,000' (8) Fertilizer Tablets eibxrit uteri Diameter O( E7rcavatlan Around Rootball For-Emh-241+Born'.,... . .. . .. __... _..._ _. .. ._. (a) Feat iuw Tablets — -- --" DBRY-6 WIRE SPLICE Trree; (4)Ta*epa.For-•Eu For-Sub ee Per 5 bef.:(2) Per O RECTANGULAR VALVE BOX PER PLAN O BRICK SUPPORTS AT EACH CORNER(4) r ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR Thee Staking 2 DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. O FILTER FABRIC +'Shrub Planting — ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL O GRAVEL BASE,DEPTH PER PLAN BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL _ SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. O MAIN LINE AND SOIL COVER PER PLAN �. 1O FINISHED GRADE OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH 15 MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR HFS FLOW SENSOR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED p ,�° MOTTO SCALE DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND S.NFS.Ot tmUM= 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 DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS c ' DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. LEGEND: OMINIWEATHERSTAiION I SHEET TITLE: =asMnagaccxoornxwm — 9 / O2 CONDUITClAMP9 LEGEND: I`i'\i1/f I IRRIGATION & .?�=i;'_`:"`':'`' ,.1?•' OIRRIGATIONCOMROLLERQCORE) ' 3OYPIPE PER PLAN 2 2OWALLMOUNTCONTROLLER.• PLANTING 2DIRRIGATION CONTROLWIREIN CONDUIT 3 SIZEANDTYPEPERlOOALCODES 6 O i 3 POSTORSURABLEMOUNTINGSURFACE DETAILS �.;}.. 3 ELECTRICALSUPPLYCONOUIT B 4OFlNISHEDGRADE Elm = CONNECTTOPDWERSOURCE,J80XINSIDE PROJECT ID: CONTROl1.ER QD (DADJACENiSURFACETOMOUNTCONTROUERPERPLAN L; NOTE DATE: 8-23-2021 �•,.;,;• MO CANiR011.ERLCDSCREENAT EYE LEVEL, ' 1 CONTROLLER SKURE RARD•1NIRED TO GROUNDED �•�� '_ 110VAGPOWERSOURCE I SCALE: FRONT13 ELEW�1i5[ ''`:;; ; ,.v=- • I DRAWN BY: TS 4 3 4 I SHEET NUMBER: RIGHT ELEVATION L-3 :I CORE-WALL MOUNT 5 I �' C.ICORE.O1 NOTTOSCALE G MINI WEATHER STATION WITH GENERIC WALL MOUNT CONTROLLER D Ili S.MWS.01 NOTTOSCALE !'