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R-2021-024, RM-2021-017 Approved Plans 18631 BARNHART AVE . 14MS 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: �i U) OWNER: SHANE HSU THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH z 18631 BARNHART AVE., CUPERTINO, CA, 95014 THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE Starrett Ot � PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE a z EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE O PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGNER: AMS DESIGN TDE O COMMENCEMENT DISCREPANCY N THESE PLANS COMM NCEMENTOF THE WORK IN QUESTION. ALL WRITTEN U (41 5) 254-1 606 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 0 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 1 631 Barnhart J AZADEH@AMSDESINLLP.COM Ave, Cupertino, CA_.- w STRUCTURAL: AMS DESIGN Bar O (415) 254-1606 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 Barnhart Ave ry ARM IN@AMSDESIGNLLP.COM T24 & ENERGY: MILES HANCOCK >ILsENE BUILDER INC. U 21060 HOMESTEAD RD.SUITE 216 r rn CUPERTINO,CA 95014 TEL:(408)992-1229 E-MAIL:NILSENEINC@GMAIL.COM PROJECT DATA: DRAWING INDEX. PROJECT NAME: A-00.01: COVER SHEET BARNHART ASSESSORS PARCEL NUMBER: 375-26-036 � -- PROJECT TYPE: NEW CONSTRUCTION BT-1: BOUNDARY AND TOPOGRAPHIC MAP PROJECT LOCATION: 18631 BARNHART AVE., BT-2: BOUNDARY AND TOPOGRAPHIC MAP RESIDENCE CUPERTINO, CA, 95014 DE-01: DEMOLITION PLAN ZONING: R1-5 A-00.02: PROPOSED SITE PLAN /PRIVACY PLANTING PLAN OCCUPANCY GROUP: R - 3 / U L-1: IRRIGATION PLAN 18631 BARNHART AVE., CONSTRUCTION TYPE: V - B L-2: PLANTING PLAN FIRE NOTES : LOCAL TABLES / NOTES : CUPERTINO, CA, 95014 NUMBER OF FLOORS: TWO (2) STORY L-3: IRRIGATION & PLANTING DETAILS FIRE PROTECTION: SPRINKLERED A-01.01: PROPOSED 1ST FLOOR PLAN LAND USE: LOW DENSITY (1-6 DU/AC) A-01.02: PROPOSED 2ND FLOOR PLAN /ROOF PLAN A- AN AUTOMATIC RESIDENTIAL FIRE SPRINKLERS SYSTEM SHALL BE REVISION TABLE: A-02.01: PROPOSED ELEVATIONS INSTALLED IN ONE- AND TWO-FAMILY DWELLINGS AS FOLLOWS: IN ALL NEW REQ. PRIOR TO FINAL A-02.02: PROPOSED ELEVATIONS/NEIGHBORING ELEVATION ONE- AND TWO-FAMILY DWELLINGS AND IN EXISTING ONE- AND TWO-FAMILY REVISION DATE BY DEP A-03.01: PROPOSED SECTIONS/STREET SCAPE DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA OCCUPANCY: PUBLIC WORKS NOTES: A-04.01: FLOOR AREA DIAGRAM TO MORE THAN 3,600 SQUARE FEET PER SEC R313.2.1. EXCEPTION: A ONE- 01 5/11/2021 A.G. PLN CODE EDITIONS : SP-01: SPECIFICATION SHEET TIME ADDITION TO AN EXISTING BUILDING THAT DOES NOT TOTAL MORE THAN 02 7/22/2021 A.G. PLN T24A: TITLE 24 REPORT 1,000 SQUARE FEET OF BUILDING AREA. NOTE: THE OWNER(S), OCCUPANT(S) A- THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE A- APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER T24B: TITLE 24 REPORT AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE A. CALIFORNIA RESIDENTIAL: 2019 EDITION T24C: TITLE 24 REPORT CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO OF REQUIRED REPLACEMENT TREES, PRIVACY PROTECTION, AND CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED B. CALIFORNIA BUILDING: 2019 EDITION CG1: GREEN BUILDING REQUIRED FRONT YARD TREE. THEREIN. IF DURING THE COURSE OF CONSTRUCTION C. CALIFORNIA MECHANICAL: 2019 EDITION DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER D. CALIFORNIA PLUMBING: 2019 EDITION SERVICE IS REQUIRED. NOTE: COVERED PORCHES, PATIOS, BALCONIES, AND IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/ E. CALIFORNIA ELECTRICAL: 2019 EDITION ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. A STATE OF E. FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION F. CALIFORNIA ENERGY: 2019 EDITION CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT FROM AN ISA-CERTIFIED ARBORIST SHALL BE PROVIDED OR THESE IMPROVEMENT PLANS ,THE CITY ENGINEER SHALL HAVE G. CALIFORNIA FIRE: 2019 EDITION PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED THE AUTHORITY TO REQUIRE SUCH COMPLETED , AT THE SOLE H. CALIFORNIA GREEN BUILDING: 2019 EDITION APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PROPERTY AND ACCORDING TO PLAN. EXPENSE OF THE OWNER AND/OR CONTRACTOR. I. ANY OTHER APPLICABLE LOCAL AND STATE LAWS PRIOR TO BEGINNING THEIR WORK. SECTION R313.2 AS ADOPTED BY CUPMC. C- A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY B- CONTACT PUBLIC WORKS,(408)777-3104 , FOR INSPECTION OF AND REGULATIONS. EXTERIOR MATERIALS/FINISHES, TREES, LANDSCAPING, AND SITE GRADING,STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. B- POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION WORK. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR C- ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO D- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL CONDUCT A OCCUPANCY. PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL AREA CALCULATION : SETBACK INFORMATION : LANDSCAPE INSTALLATION AUDIT AFTER THE LANDSCAPING AND SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH IRRIGATION SYSTEM HAVE BEEN INSTALLED PER CHAPTER D- CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ORDINANCE .LANDSCAPE THE FINDINGS OF THE ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER- 14.15( ORDINANCE).THE OF THE WORK WHICH IS MANIFESTLY NECESSARY TO ASSESSMENT SHALL BE CONSOLIDATED INTO A LANDSCAPE CONDITION. CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR LOT AREA: 5386 SQF BASED FIRE PROTECTION SYSTEMS, AND/ OR FIRE SUPPRESSION WATER WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE SETBACKS PROPOSED MIN SETBACKS ALLOWED SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY INSTALLATION REPORT PROVIDED TO THE PLANNING DIVISION. CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED 1ST FLOOR LIVING AREA: 778 SQF E- CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND 2ND FLOOR LIVING AREA: 1019 SQF 1ST/2ND 1ST/2ND CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF E- THE PROPERTY OWNER SHALL SIGN A LANDSCAPE MAINTANCE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING TOTAL LIVING AREA: 1797 SQF Front 20'-1"-26'-5" 20'-25' ANY TREES. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL COMBINED SIDE RECORD. FINAL APPROVAL OF THE REQUIREMENTS OF THE WATER AGREEMENT PER CHAPTER 14.15(LANDSCAPE ORDINANCE), VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO GARAGE: 448 SQF Rear 42'-10"-36'-11" 20'-25' SETBACKS IN 1ST PREPARED BY THE CITY AND RECORD IT WITH SANTA CLARA CO. COMMENCEMENT of THEIR WORK. FAILURE TO DO SO SHALL NOT TOTAL BUILDING: 2245 SQF FLOOR SHOULD BE PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. Right 5'-15' 5'-15' 10'&IN 2ND FLOOR BEEN MET BY THE APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH AND RECORD'S OFFICE. THE PROPERTY OWNER SHALL CONTACT THE F- UTILIZE BEST MANAGEMENT PRACTICES (BMP's) AS REQUIRED IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT ATTACHED IN - LAW- UNIT: 660 SQF Left 5' 15' 5' 15' SHOULD BE SAFETY CODE 13114.7. PLANNING DIVISION IN ADVANCE OF THE FINAL TO PREPARE THE BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY FOUND PLANNING SECONTRACT, THEC OCR E TSANDNTRACTOR THE I SHALOLNNOTONSARE AGREEMENT. ACTIVITY, WHICH DISTURBS THE SOIL. DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. C- APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED OMN ALL NEW FLOOR AREA RATIO (FAR): (2245/5386)X100=41.6% AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND F- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL PROVIDE A G- A WORK SCHEDULE OF GRADING AND ORISON & SEDIMENT SHEET TITLE: LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. PER CFC LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE PER CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY LOT COVERAGE: GENERAL NOTES : SEC. 505 CHAPTER 14.15(LANDSCAPE ORDINANCE) TO THE PLANNING AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED 1ST FLOOR LIVING: 778 SF DIVISION. BETWEEN OCTOBER 1 TO APRIL 15. COVER SHEET GARAGE: 448 SF D- ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS COVERED PORCH: 324 SF OF CFC CHAPTER 14 AND SANTA CLARA COUNTY'S FIRE DEPARTMENT'S H- ALL NEW ELECTRICAL SERVICE (POWER,PH ONE,AND/OR CABLE) ROOF EAVE: 193 X 1.3 = 250.9 SF ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT STANDARD DETAIL AND SPECIFICATION SI-7. SHALL BE UNDERGROUNDED. LOT COVERAGE: ((778+448+324+251)/5386)X100=33.4% AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE E- PHOTOELECTRIC SMOKE DETECTORS SHALL BE PROVIDED AT BOTH THE I- TO INITIATE RELEASE OF BONDS CONTACT THE PUBLIC WORKS 2ND FLOOR RATIO: (1019/(778+448+324))X100=65.7% BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN TOP AND BOTTOM OF THE STAIRCASE. INSPECTOR FOR FINAL INSPECTION. PROJECT ID: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. F- PHOTOELECTRIC SMOKE ALARMS SHALL BE PROVIDED IN AREAS LEADING J- A LICENSED LAND SURVEYOR OR AUTHORIZED CIVIL ENGINEER DATE: FEB.2020 TO SLEEPING ROOMS AND ON EVERY LEVEL. SMOKE ALARMS WITHIN WILL PREPARE AND SUBMIT,TO THE PUBLIC WORKS DEPT,AN OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-DESCRIPTION OF THE WORK SLEEPING ROOMS SHALL BE DUAL SENSOR PHOTOELECTRIC/IONIZATION. ELEVATION CERTIFICATE FOR THE NEW STRUCTURE/ADDITION. SCOPE OF WORK: WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SCALE: - SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE Community Development Department G- SMOKE: K- TO INITIAL RELEASE OF BONDS, CONTACT THE PUBLIC WORKED ECTOFW�%qAND QARBON ONOXI.DE DETECTORS SHALL BE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS INTERCON =D PEbTN ijWEie, upertlno INSPECTOR FOR FINAL INSPECTION. NEW 2 STORY CUSTOME HOME IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. CUPE N APPROVED RT, Q DRAWN BY: A.G. - 2245 SQ BUILDING AREA INCLUDING 4 BEDS, 3 BATH, 1 LAUNDRY AND 2 H- A NFP..8aga-a FIRE SPRfRl 1-9-?%TEM SHALL BE INSTALLED UNDER L- ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, SHEET NUMBER: CAR GARAGE. SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND SEPERATE PERMIT. A r 5 DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO - 660 SQ ATTACHED IN-LAW UNIT. CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL LANDSCAPED AREAS. NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, I- A SEPARAA'trft0IT1y(blP*#*0hAER SYSTEM SHALL BE APPLIED FOR DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE BUREAU OBIT.pR-(Evr-@flZp'ogNT,Ohl/12/21 M- PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF AmOOmOlEXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING ANDESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO Signature Brianne Car Manage ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. PROCEEDING WITH ANY RELATED WORK. Case Manager TREE PROTECTION NOTES : FRONT YARD PAVING SURFACE AREA: ADU KITCHEN REQUIREMENTS: LEGEND : 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF FRONT YARD: 1020 SQF THE KITCHEN WOULD MEET THE FOLLOWING DEFINITION PURSUANT TO CMC 2ND FLOOR PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR PAVING AREA: SECTION 19.08.030: PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY DRIVE WAY/WALK WAY (400)/1020=39.2% < 40% "ACCESSORY DWELLING UNIT" MEANS AN ATTACHED OR A DETACHED RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE RESIDENTIAL DWELLING UNIT WHICH PROVIDES COMPLETE INDEPENDENT ATTACHED IN-LAW UNIT P M GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, THE LIVING FACILITIES FOR ONE OR MORE PERSONS. IT SHALL INCLUDE PERMANENT JEW ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE SITE PLAN NOTES PROVISIONS FOR LIVING, SLEEPING, EATING, COOKING AND SANITATION ON THE DESIGN .TREE(S). SAME PARCEL AS THE PRIMARY DWELLING UNIT IS SITUATED." VIEWSHED AN ACCESSORY DWELLING UNIT ALSO INCLUDES THE FOLLOWING: 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT 1. AN EFFICIENCY UNIT, AS DEFINED IN SECTION 17958.1 OF HEALTH AND TO THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING 1. FOR RESIDENTIAL PROPERTIES, THE DBA LEVEL AT THE RECEIVING SAFETY CODE. PROPERTY LINE AMSDESIGN PROPERTY LINE CANNOT EXCEED 50 DBA. 2. A MANUFACTURED HOME, AS DEFINED IN SECTION 18007 OF THE HEALTH CONSTRUCTION OPERATIONS BY CONSTRUCTING AFOUR-FOOT-HIGH FENCE AND SAFETY BLDG 1st FLOOR FOOTPRINT LINE NORTH 4010 MOORPARK AVE#1 01, AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE EXTENT OF FENCING 2 THE EXISTING SITE DOES NOT CONTAIN ANY PROTECTED TREES BESIDES THE SAN JOSE,CA95117 . AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. THE CODE." TELL:(415)254.1606 TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING STREET TREE. BLDG 2ND FLOOR FOOTPRINT LINE E-MAIL:OFFICE@AMSDESIGNLLP.COM IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE 3. TOTAL LANDSCAPE AREA - 1790 SF CONSTRUCTION WORK. GRAPHIC SCALE : 1/4 INCH = 1FEET 0 1 2 3 4 5 10 15 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP NONE---------------I C _�"k LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED THESE PLANS ARE IEY WERE DESIG NNTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH PROPETY OF AMS BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PLIANS ARE PROTECTEDNUUNDERARETHE COPYRIGHT LAWS AND MAYNNOTESE BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS IOR FOR THE TREE, THE SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUG DESIGN.ANYDISCREPANCYDISCOVERED N QUETHESSTION. ALL WRILL TTEN SO AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO INITIATING ANY 5 1 •0 1 - - - - - - - - ' - ' - ' - ' - ' - :0 - ' - ' - ' - - - - - - - - - - - TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF - - - - - - - - - r - 7T� -F- F- - - - - - - - - - - �- ; ; DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. IS .C.KOHUHU AN ARBORIST SHALL BE COMPLETED. I RE TREE vPI.� u ` 'PR A69"E� v'PR As°rE"� PRV KORUHU 'PRE °"E�� PR��R�� APR °R� v'PR��°TEES�, �� \ \ \ 1 \ 1 c.C.KOHUH� I II O.C.KOHU�i \ I \ „J PRIVACY TREE PRIVACY TREE 5'P.U.E J 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE �- - - - - -N - SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND ELE .METER N i `� E`EC"ETER N " DESIGN OF TREE WELLS. 19'_7" � d 19'a° I o _ O rz o = 0 N � 0 4:12 N � o 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO 5 4:12 0 �., M z s o _ M o CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR U_ w � w " DUMPED UNDER A TREE. 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY EU a Zo 28'-2" 3 28'z" TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER _ 21060 HOMESTEAD RD.SUITE 216 � � � o TE P(408)992 1 229ERTINO,CA 501 4 CONSTANT SURVEILLANCE. o 0 28'1" _ 0 28'1" E-MAIL: NILSENEINC@GMAIL.COM 5' = W N 5' a w N 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS a Nw w DEFINED BY CALIFORNIA BUSINESS AND PROFESSIONAL CODE, TO PRUNE AND N = 30 N PROJECT NAME: CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE `i 57 �Z 57 a � ARCHITECT/ARBORIST WITH APPROVAL OF STAFF. 19' _ 19' BARNHART 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE _ _ _ REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON. o RESIDENCE 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE 2% -2 PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE RC WEi Y \ J SAVED. 18631 BARNHART AVE., \ L - CUPERTINO, CA, 95014 15' % L1J ' 15' W 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE 2ND FLOOR _ / ,a RIVACYETREE r \ 2ND FLOOR FENCING AROUND TREES TO BE PROTECTED. Q Q REVISION TABLE: 5° , .SWEETB OJ�, AC GRADING AND DEMO NOTES : _ 29 REVISION DATE BY DEP 1 .C.SW EET BAY O1 Q 01 5/11/2021 A.G. PLN 5 I 17 1 PR VACY TREE Lo ILL �� 5'� � \ Li � �0 5'� � - 02 7/22/2021 A.G. PLN 1. CONTACT PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION, O 7,6„ _°� O C1t ,-7'-6" _ M CD 03 10/03/2021 S.A. PLN WHICH INCLUDES DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS. ��w - N I � SG.CSWEEi 3 O r \ PRIVACY TREE 2. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. �Z \ ' - \ �Z \ LL 5 I ' 5 3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA I I C SWEET BA' ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. D \ \ i 4. THE C NTRACTOR HALL REVIEW TD. DETAIL 6-4 ON TREE PROTECTION 2% I PCs E2 Y 1 0 S S U_ LL \ { PRIVA PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 51 2ND15OR \ 5 \ 2ND15OR / ET G.C.SWE Y \ 1 PRIVAS YET, 5. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE I N \ I ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS `� / ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR LL I IILL ��.0.SSSWEETB Y\ I I CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL SOIL. 5'1" PRIVA`YTREE 5' ILL { BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT w j I PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL 6. ALL NEW ELECTRICAL SERVICE POWER, PHONE, AND OR CABLE SHALL BE Z o SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES ( ) I I U \� \ U TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. UNDER GROUND. S D 5% w 8 ,SP CC SWEE BAYi i z D I 5% PRIVACYT E o��, I 4:12 2 I I o 5 / 4:12 \ OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- � 5 0 0 _ 10 � 3/ 7 0 O DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO 7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR 3 \ / CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR L J,= E V = WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE FOR FINAL INSPECTION. 20'FRONTYARD F _ _ _ 12 � 20'FRONTYARD r - - - 2 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED SETBACK 0 J - - _ SETBACK _ _ - DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND o \J DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED ° - a SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS. VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO a L NOT RELMMENCEMENT OF EASE EASE THEM FROM THE IRESPO RESPONSIBILITY OF ESTIMATIR WORK. FAILURE TO DO NG G THE LWORK. ° � ° � 24'JAPANESE MAPLE , 24"JAPANESE MAPLE 9. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE ° a ° �� FRONT YARD TREE \ °Q < Lo0 FRONT YARD TREE \ IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT ARE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT �LL MIN.6'-o"HT. \ _ o NLL MIN.6'-o°Hr. FOUND,OF HE CONTRACTONTRACT R OR SUB-CONTRACTOR -CONTRND THE CTOREXISTIN HALL NOTIFY AMS a o N o \ = Z M 6'6° I FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS FROM THE PUBLIC WORKS DEPARTMENT. M 6 6 N I I I a �� DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS N i� °` N ° m o / DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. C" `� ° DRIVE WAY ° � o \ DRIVE WAY ° N 10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN. = 4 Q ° a °a ° Atl�troaY (\ YR METRE ° a I ° Atli WAY SHEET TITLE: DISTANCE OF 10 FEET MEASURE PERPENDICULAR TO THE FACE OF THE WALL. ° ° - WITH EXCEPTION: zo a j ° \ zo' - / PAVERS PERVIOUS MATERIA PROPOSED SITE PLAN PAVERS PERVIOUS MATERIA LOW IMPACT DEVELOPMENT LOW IMPACT DEVELOPMENT /� g a a. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE �a ° - - ° a �B ° ° PRIVACY PLANTING INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE - - - - - - - - - - - ° ° - - PLAN STRUCTURE. V - - - - - - - - X b. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION WALK SIDE 18' a 51 •00' WALK SIDE 181 a 51 •00' SHALL BE SLOPED A MIN 2% AWAY FROM THE BUILDING. ° a ° ° WATER ° METER PROJECT ID: ° 24"ASH TREE METER a 24"ASH TREE - CURB SIDE STREET TREE TO CURB SIDE (STREET TREE)TO 11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION. - - - - - - - - (TRE ErTREE)T- - - - - - - - - - - - - - - - - -BE-REMAINED- -- - - - - - - - - - - - - - - BE-RBARNHART AVE. BARNHART AYE. DATE: FEB.2020 GREEN BUILDING MEASURE NOTES: Community Development Department SCALE: 1/8" = 1' 1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS. - Planning Division - Cupertino DRAWN BY: A.G. CUPERTIN4 APPROVED 2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO PROPOSED SITE PLAN Case # R-2021-024, PRIVACY PLANTING PLAN SHEET NUMBER: VEGETATED AREAS. 1 A ; rs 3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE. SC: 1/8"=1'-0" Approval Body: Director/ Staff SC: 1/8"= 1'-0" Approval Date 11/12/21 Am00n02 Signature Brianne Harkousha Case Manager 40'-8" BUILDING NOTES: 14'-4" 26'-4" 4'-2" 6'4" '-2" 1'-7" 12'-0" 4--1 4 5'-0" 3'-8" 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 �� ELEC. METER TMPZ OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. R310.1 o I D03.608 I m AMS Q a. MIN. NET CLEAR OPENABLE DIMENSION OF 24 INCHES IN HEIGHT. R310.1.2 I - \ // I � DESIGN b. MIN. NET CLEAR OPENABLE DIMENSION 20 INCHES IN WIDTH. R310.1.3 1 ® \ / Q 1 \ / C. MIN. NET CLEAR OPENABLE DIMENSION OF 5.7 SQFT IN AREA. GRADE FLOOR OPENINGS SHALL HAVEAMIN. NET CLEAR OPENING OF 5 SQFT. 310.1.1 1 \ CEILIW,HEIGHT 10' 1 z I AMSDESIGN \ BEDROOM U d. THE HEIGHT OF BOTTOM OF EMERGENCY EGRESS OPENING SHALL HAVE NOT MORE THAN 44 1 \13'-8"X1o'-9" ; 4010 MOORPARK AVE#1 01, INCHES MEASURED FROM THE FLOOR. 310.2.2 SAN JOSE,CA 95117 I Y TELL:(415)254.1606 E-MAIL:OFFICE@AMSDESIGNLLP.COM to I 2- FOR KITCHEN, A CLEAR PASSAGEWAY OF NOT LESS THAN 3-FEET BETWEEN THE COUNTER FRONTS AND APPLIANCES OR COUNTER FRONTS AND WALLS. CBC 1208.1 i D06.51666 3- SHOWER COMPARTMENTS AND WALL ABOVE BATHTUBES WITH INSTALLED SHOWER HEADS I ICH CLOSET 3'0"�24 c I THESE EREDEPLANS DESIGNED ARE THELY PR PERTYHE FAMINAL SITEFORWHSE N I 6'-8"X 2'-4" ,� o I THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO THE HEIGHT NOT LESS THAN I D15-2880 I REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE b EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 72 I NCH ES(6 FT). CRC R307.2 I I I PLANS OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMR �� DESIGN..A ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN 0 o U I DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. m 2'-6" I o 4- THE DOOR BETWEEN GARAGE AND ENTRY REQUIRED TO BE SELF LATCHING AND SELF CLOSING, M i - BATH I 1 r, 10'-0"x 5'-0' SOLID CORE DOOR NOT LESS THAN 1-3/8 INCH THICK. I " I 1 10 01 1 1 5- THE MAXIMUM RISER HEIGHT CAN BE 7.75-INCHES. MINIMUM TREAD DEPTH CAN BE 10-INCHES. i — — l O0 I I I REF. TL— _ — � — � FOR ANY TREAD DEPTH LESS THAN 11-INCHES, A NOSING OF NOT LESS THAN 0.75-INCHES, BUT g J ° I I c; — — — — — — — — — — NOT MORE THAN 1.25-INCHES SHALL BE PROVIDED. - 1 � 1 ° ILSENE BUILDER INC. CEZAT G HEIGHT 10' - Max.Rise=7 3/4" N Nosin =0.75" 6- DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, I ROOM 113'-8"X10'-11" 21060 HOMESTEAD RD.SUITE 216 LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CBC 2406.3. I I / I I CUPERTINO,CA95014 92-1229 GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 INCHES ABOVE A m 31 1''" I I // I I E-MATEL(�L:NILSENEINC@GMAIL.COM STANDING SURFACE AND DRAIN INLET SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR M NruI I _ __ _ _ _ _ _ _ _ _ _ _ — — T : I ! PROJECT NAME: APPROVED PLASTIC. CBC 2406.3, #5 / 0 C) 26'-6" b Max.Rise 7 3/4" I I // 7- GLAZING IN AN INDIVIDUAL FIXED OR PORTABLE PANEL ADJACENT TO A DOOR WHERE THE � Nosln 175 I " BARNHART 3'-3 M CLOSET AUNDRY / NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE I 6'-8"XT-1" M-' 110-5046 OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS D15-2880IIRESIDENCE D07-6080 TMP I LESS THAN 60-INCHES ABOVE THE WALKING SURFACE SHALL BE FULLY TEMPERED, LAMINATED N I I I D16-12080 ----- I 18631 BARNHART AVE., SAFETY GLASS OR APPROVED PLASTIC ( I.E. SIDE LIGHT AT NEW MAIN ENTRY DOOR) CBC 2406.3 I I I 1 4„ I CUPERTINO, CA, 95014 #6 I CEILING GHT 0'Qo I I DnN j 1 BEDR00 I w I I I 1 1 13'-8"x10'-6" 0 1 I o I I REVISION TABLE: zo 8- MINIMUM 36" DEEP LANDING IN THE DIRECTION OF TRAVEL AT NEW EXTERIOR DOORS SHALL BE Lu I 1 1 PROVIDED. LANDING TO BE NOT MORE THAN 7-% INCHES LOWER THAN THE DOOR'S THRESHOLD I 13'8" Q ® I I REVISION DATE BY DEP FOR IN-SWINGING AND SLIDING GLASS DOORS AND NOT MORE THAN 7" FOR IN-SWINGING AND I // / I 0 I — _� I I 01 5/11/2021 A.G. PLN / 1 � \ 4�0 3'-6" 1 MAIN ENTRY DOOR. / / w - \ II I o 02 7/22/2021 A.G. PLN FEE F®71 C ING HEIQHT 10' I CHEN&F MILY I II \ 1 1 26'-0"X 28'1" 9- NEW ENTRY DOOR SHALL BE OPENABLE FROM THE INSIDE OF THE DWELLING WITHOUT USE OF I / o / I THE MAXIMUM RISER HEI HT CAN BE 11 \ 1 7.75-INCHES.MINIMUM TR \ IL—T6hKLESSW9IER CfER I 1 CAN BE 10-INCHES. FOR ANY TREAD 1 \ II f 0 KEY SPECIAL KNOWLEDGE OR EFFORT. CRC SEC. R311.2 N 6'ABOVENATURAL BADE ® 1 o M DEPTH LESS THAN 11-INCHES, 5- II I \ NOSING OF NOT LESS THAN 0.75- \\, I m I INCHES, BUT NOT MORE THAN 1.25- I 41 I \ T 4'-6" 1 BATH NCHES SHALL BE PROVIDED. = 11 5'-1"X 10'5' I D18-2646 __r o¢ I II\ I \ 1 10- 1/2 GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING TO BE INSTALLED ON THE w I I I I I I 4�„ o 2'-4" FUR. m w I GARAGE SIDE AT SEPARATION WALL BETWEEN GARAGE AND RESIDENCE. (GARAGE MUST BE A-o3.o1 _ � —I II�� UP Ao3.o1 SEPARATED FROM THE DWELLING AND ITS ATTIC AREA) CRC SEC. R302.6 AND TABLE R302.6 A I ° 142"HEIGHT OFHANDR N Z 0 J C7JU \ I -w I ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR w z=F- 5/8" TYPE "X" GYP. BOARD FINISH ON THE GARAGE SIDE OF THE WALL IS REQUIRED. ALSO THE I I I I U¢wLL I T-5" _ I DIMENSION,GRADEISANDT UNEXPECTED \ ® LAU RY w=o \ \ 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 = I TANKLESSWATER HEATS \l N I I pR, T-T' T-2"WA. I I I o 2 w I y CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL r� — CLQSEJ U BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT CEILING. 1 6'ABNEA GARAGE I MAKEUP AIRS ALL BE 2'-0'X 3'- I I w I I PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL FLQOR PROVIDED(MIN. PENING ¢V OF100SO Q w w w SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES \ D13.7080 1 I _� TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. 3'-0" \ \ I 12" 1'-0" I OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- OL 11- BATHROOMS & KITCHEN: 0 1 \ \ BELOW F.F. ° I w DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR 11 .1- 22" MIN SHOWER DOOR CLEARANCE. C CR ESL AB o \\ d-6 I 1 3 0, 1'°" WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED \ I DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND 11 .2- TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING WINDOWS. The area of floor used for\parking of THE DOOR BETWEEN GARA E AND — — T — DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. Max. Ise-7 3/4" Max.Rise 73/4" automobiles or of hall be I LIVING INIMU 1-3/8" I Nosi� =o.7s" Nosing= .7s" INS COOLER PANTRY SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CEMENT BOARD SUBSTRATE FOR SHOWER WALL sloped to f to the mov t of THI OLID-CARE oD, 1-3/8" VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO liquids to r ' or owar in I ST NEYCOMB R, R 20- I 1 11 .3- LAVATORY FAUCETS TO HAVE A FLOW RATE OF NO MORE THAN 1.2 GPM OR LESS AT 60 PSI 1 vehicle e doorwa R309.1 . I MI E FIRE RATED DO E UIPPED I COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT NO OBSTR C IONS ARE ALLOW W A SELF-CLOSING N SELF- RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. AND NOT LESS THAN 0.8 GPM OR LESS AT 20 PSI. (CALGREEN 4.303.1) I WITHIN 20'X ' ARAGE L HING DEVICE PER C R 02.5.1 I CLOSET — — —71 IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT ACCEssr° OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE CRAWLSPACE I AETTACHE O HE PRIVATE GAR � I T-1" I � � 1 8'-10"X2'-4" s'_4�� / 1 �" 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 DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DWELLIN I I D04-7080� DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. 4.303.1) FROM TH ELLING UNIT AB Y NOT LESS A 5/8"TYPE X G M I a / I / SHEET TITLE: 11 .5 -CEMENT BOARD SUBSTRATE (IE. DUROCK OR WONDERBOARD ETC) FOR TILE APPLICATION I BOARD O E IVALENT T-R30 GARAGE 1 / 1 / N ,e`b X20'-o" M CEILING HEIGHT 10' I / 1'4"� SURROUNDING THE BATH TUB WALLS . 1 r T I / / PROPOSED 1ST ENTRY / I T-0"X 9'-11" 11 .6- KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1) 1 1 I CEILING HEIGHT 10' / 1 BEDROOM / FLOOR PLAN 1 / I I 11 .7- SHOWER HEAD TO HAVE A FLOW RATE NOT TO EXCEED OF 1.8 GPM AT 80 PSI. (CALGREEN — I — — 12'-2"X1 i n 1 4.303.1) 1r4" 1 1 1 20'0" — 12'-2" \ \ NORTH PROJECT ID: - / , \ _ _ / 16" 410 / \ I � BELOW F.F. I 1 wo8so,o _ 1 / � \ 1\ 1 o DATE: FE6.2020 6'-11"\ / / \ BUILTjiN SEAT 24"ABOVE F.F SCALE: 1/4" = 1' Community D1 Development Depart I e It // \\ L ho -Ra-nn irng-[3i vtsi o-n —£rtp elf i n al J ''�o / � LEGEND : / DRAWN BY: A.G. CUPERTINO APPROVED 1 1\\z— EGRESS — — �� Case# R-2021-024, I / E Max. SHEET NUMBER: A r s — — — — — — NEW CONSTRUCTION WALL PROPOSED 1 ST FLOOR PLAN 2'-2" Approva I Bo 16'-0" 1'-11" 8'-9" 2'-2" SC: 1/4"= 1'-0" 2 y• Director/Staff d- 11/12/21 8„ T-1" 12'-10" Approval Date o GRAPHIC SCALE : AmOl ■ O1/4 INCH = 1 FEET Signature Brianne Harkousha m o 0 1 2 3 4 5 10 15 Case Manager Q AMS DESIGN AMSDESIGN 4010 MOORPARK AVE#101, SAN JOSE,CA 95117 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 — — — — — — — — --71 REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE — I 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 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. <co II Y II II II I II II I II 20'-8" I T-9" 64" 6'-7" I 1'4" 5'0" 1 1'5" 3'4" 3'0" 3'0" 3'7" I - - - - - - ! - _ II I II � I I —41LSMIEENE BUILDER INC. A W16-504 v / TMP OBSC RE I I I I I I 2 I j — — — — — — — — — — — — — 21060 HOMESTEAD RD.SUITE 216 F— I I / CUPERTINO,CA 95014 E-MAIL:°NILSENEINC@GMAIL.COM 0 BALCONY I / PROJECT NAME: a� 12'-8"X5' I I I II FJ 0 EGMPS / I I III II \ I / ,I D26-6080 — MASTER BATI, — 7'-1"x13'-6' \ - � I I III II L — — — — — I BARNHART N — — I —i I w - "\ III 4 12 I I RESIDENCE N I o (M�j; 4'-5" I I III �/ I // e // ❑ 18631 BARNHART AVE., _ I I � III I I�� —� CEILI I G HEIGHT 10' — / III I I I\\ I I CUPERTINO, CA, 95014 M No I SK R HT I) MASTER BDRM I F 1 -7"X 12'-11" SKYLIGH S SH LL BE TESTE AND L A �� I F— , I I II REVISION TABLE: APPROVED, BARING A BEL INDICATING C ITI� THE REQUIREMENTS OF AAMAIWDt�A/CSAREVISION DATE BY DEP 101/LS.2l 440.[C C§R308.6.9] I I I �\ \ ❑ zn� WALK-IN CLOSET T-r X5'-0" III � II _ IitIIII oN ov II IIIIIIIII IIIIIII \ /eT\\\�IIIIIIIIIrIII �IIIIIIIIIII //// �IIIIIIII /IIII / I I 01 5/11/2021 A.G. PLN \ 02 7/22/2021 A.G. PLNo 3-5" HALL A 03 01A 0 3.0 N- I �I� 112" — t o I I N A 24"X 36" 24 1 STAIRWELL I SKY LIGHT U 11_6"X6,_$. I I I _I I 24 ND242880 3'-5 HALLBE TE D co� DS HTS AND BAT BEARING 8 INDICATING COMPLIANCE VgTH THE \ �REQUIREMENTS OF AAMMWMA/CSA I I / I I r 12 /A440.[CRC§R308.6. I I I = / Y � z, \ ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. 1'-4" CLOSET I _ _ I M I — — — — — / \ I �� o L _ _ _ _ _ _ _ _ _ _ I J / \L� -j ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR 6'_0"X 2,_0,� T N �? I IM INI3ax30 I e� — CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL ATTIC ACCESS L/ —\� BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT I� CL08ET I in PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL D21-5080 L — — -1 54.11 2'-0" I N SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES o $ b TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. \23-2880 =D 2-468 I OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- T 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 CEILING HT 10' I CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED B oM I PROPOSED ROOF PLAN DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND 0" OM DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. co CEIL G HEr T 10' I 2 / I SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL / DROO�VI I VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO / /1 2 I zo 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 o I � / / I DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. o SHEET TITLE: q o I / BUILT IN SEAT-24"ABOVE F.F / — — -- — — �/ BUILT IN SEAT-24"ABOVE .F \ I o �iViT504� — EGRESS — — PROPOSED 2ND FLOOR tltl1 C 50�i — —� EGRESS I PLAN I ROOF PLAN 2'-1 6'-6" 9' 2'-0" 6'-5" 1°'4" 10'4° NORTH J PROJECT ID: - 20'-8" DATE: FEB.2020 mD-� LEGEND : C munity Development Department SCALE: 1/4" = 1' Planning Division - upertino DRAWN BY: A.G. CUPERTINO APPROVE 1 PROPOSED 2ND FLOOR PLAN Case# R-2021-024, SHEET NUMBER: NEW CONSTRUCTION WALL A r s SC: 1/4"= 1'-0" Approval Body: Director/Staff GRAPHIC SCALE : 114 INCH = 1FEET Approval Date 11/12/21 AmOl n02 0 1 2 3 4 5 10 ignaJtu.re#rianne Harkousha Case Manager "ANY CHANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/APPLICATION ." Ams DESIGN ELEVATION NOTES - 25-4"TOP HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW SHINGLE ROOFING. SKYLIGHT SKYLIGHT ABOVE F.F. AMSDESIGN CLASS "A" ROOFING (CRC PROVIDE CLASS A ROOFING, PER CUPERTINO MUNICIPAL CODE SECTION 16.06.090 R902.1.3) FASTENERS FOR THE 4� ROOFING SHALL BE CORROSION 4 12 RESISTANT IN ACCORDANCE 12 4010 MOORPARK AVE#101, THE MAX. WEIGHT OF ROOFING SHALL NOT EXCEED 11 PSF (BASED UPON WITH CRC R905.2.5 STRUCTURAL ENGINEER'S CALCS. 10' PLATE HT. SAN JOSE,CA 95117 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ABOVE 2ND F.F. TELL:(415)254.1606 E-MAIL:OFFICE@AMSDESIGNLLP.COM STUCCO LATH SHALL HAVE TWO LAYERS OF GRADE "D" PAPER WHEN APPLIED OVER WOOD SHEATHING. PROVIDE WEEP SCREED AT THE BOTTOM OF ALL FRAMED EXTERIOR WALLS AND SOFFITS. WEEP SCREED SHALL HAVE A MINIMUM CLEARANCE OF 2" TO A PAVED SURFACE OR 4" TO EARTH. WHITE SMOOTH NEW SHINGLE ROOFING. W12-5046 STUCC W12-5046 AN APPROVED ADDRESS NUMBER ON BUILDING ELEVATION IS PLAINLY LEGIBLE CLASS "A" ROOFING (CRC o THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH AND VISIBLE FROM THE ADJACENT ACCESS STREET OR ROAD. THE NUMBERS NEED R902.1.3) FASTENERS FOR THE THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE ROOFING SHALL BE CORROSION PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE TO CONTRAST WITH THEIR BACKGROUND, AND BE A MINIMUM OF 4" HIGH, WITH A RESISTANT IN ACCORDANCE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE MINIMUM STROKE OF 1/2".(CRC 319.1) WITH CRC R905.2.5 EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 4 4 4 r PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS 12 ZO 12 12 DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT SHINGLES, �4 M TO COMMENCEMENT of THE WORK IN QUESTION. ALL WRITTEN — — DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. \ COPPER GUTTERS AND DOWNSPOUTS, AND/OR OTHER EXTERIOR ORNAMENTAL N - - - - - - - - - - - - - - - - / _ \ -- 2ND F.F. 11'4' HT. COPPER IS STRONGLY DISCOURAGED FOR ALL RESIDENTIAL BUILDING PROJECTS. - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - �- o - - - - - - �/ WHITE SMOOTH ABOVE F.F. THE AFOREMENTIONED COPPER APPLICATIONS ARE NOT PERMITTED FOR USE ON P \G� / STUCCO \ ��,NF 10' PLATE HT. ANY COMMERCIAL OR INDUSTRIAL BUILDINGS DUE TO THE POTENTIAL FOR WATER — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - -- ABOVE F.F. POLLUTION FROM COPPER EXPOSED STORM WATER RUNOFF. (CUPERTINO /�'�O w o10 N \ MUNICIPAL CODE SECTION 9.18.210) — WHITE SMOOTH STUCCO — I #30 UNDERLAYMENT SHALL BE PROVIDED FOR SHINGLE ROOF AND STUCCO a � Lj > a w 6'HT.WOOD `fl W01-1050 woz-soso wo1-loco 6'HT.WOOD I ¢ „ - CD FENCE �a FENCE I m - o Ll 0 ILSENE BUILDER INC. FRONT ELEVATION CALCULATION: z o 0 19'7" D09-6080 o z o D10-16090 w 41'-0" 21060 HOMESTEAD RD.SUITE 216 MAX. PERCENTAGE OF FRONT ELEVATION INCLUDED GARAGE = 50 % w o w Uj o CUPERTINO,CA95014 FRONT ELEVATION AREA=41' X 10' =410 FT a Ix 5'FROM PROPERTY LINE III III 5'FROM PROPERTY LINE o 16"ABOVE NGL TEL:(408)992 1229 GARAGE AREA- (19'-7") X 10' = 196 FT TO THE EXTERIOR WALL TO THE EXTERIOR WALL F.F. E-MAIL:NILSENEINC@GMAIL.COM GARAGE AREA/ FRONT ELEVATION AREA= 196/410 = 47.8 % _ _ 5'o" _ _ _ _ _ _ 5'o_ _ _ NATURAL GRADE LINE PROJECT NAME: BARNHART -M-M -- RESIDENCE 18631 BARNHART AVE., PROPOSED FRONT (SOUTH) ELEVATION CUPERTINO, CA, 95014 1 SC: 1/4"= 1'-0" REVISION TABLE: 0 REVISION DATE BY DEP 01 5/11/2021 A.G. PLN 02 7/22/2021 A.G. PLN 264'TOP HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IRV NEW SHINGLE ROOFING. SKYLIGHT SKYLIGHT ABOVE F.F. CLASS "A" ROOFING (CRC R902.1.3) FASTENERS FOR THE ROOFING SHALL BE CORROSION 4 4 RESISTANT IN ACCORDANCE 12 12 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. 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 NEW SHINGLE ROOFING. W16-5046 SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES CLASS "A" ROOFING (CRC o TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. IF R902.1.3) FASTENERS FOR THE ROOFING SHALL BE CORROSION D26-6080 OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- RESISTANT IN ACCORDANCE DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO WITH CRC R905.2.5 CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE WHITE SMOOTH 4 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED 4 M STUCCO M 12 DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND / 12 \ N DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. / \ 2ND F.F. 11'4'HT. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL 2 ��/ / - \O�Y( ABOVE F.F. VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO ��GN / \ yT�/ 10' PLATE HT. COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT - - - - - - - - - - - - - - - - - - - - - - - �p _NF _ _ — 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 —v 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. T WHITE SMOOTH SHEET TITLE: \Y/ I I a I 6'HT.WOOD w10-5046 STUCCO 200 AMP 6'HT.WOOD FENCE ELEC.METER FENCE I 0 o PROPOSED z a o D16-12080 D03-6080 �� z a o w w II - I - - - - -� � a � a ELEVATIONS LU w Lu w w o w o 'FROM PROPERTY LINE 5'FROM PROPERTY LIN o 16"ABOVE NGL / 0 THE EXTERIOR WALL TO THE EXTERIOR WAL F.F. III \ 1 I 5'o" 5'o° II 11 \Y/ I � I - - - - - - - - - - - - - - - - - - - - - - - - - A - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - PROJECT ID: I I I - NATURAL GRADE LINE I�/�11/ � -- DATE: FEB.2020 1 ❑ =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 II 11 I� i SCALE: 14 _ 1 -. —III III I � I I I !I I 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 I I / II II II II III II _- -I I I�I � �I I I 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 III I • I I- I• � 111 III �-I- 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 DRAWN BY: A.G. CUPeRT1No APPROVED Case# R-2021-024, SHEET NUMBER: - - - A r s PROPOSED REAR NORTH ELEVATION 2 ( ) -pprOV��-BQCIy�, nirartnr / Staff - SC: 1/4"= 1'-0" Approva I Date 11/12/21 AmIO2m0l Signature Brianne Harkousha 1 Case Manager 25'-4"TOP HT. \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW SHINGLE ROOFING. CLASS "A" ROOFING (CRC SKYLIGHT ABOVE F.F. R902.1.3) FASTENERS FOR THE �4 4� ROOFING SHALL BE CORROSION 12 12 RESISTANT IN ACCORDANCE WITH CRC R905.2.5 10' PLATE HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE 2ND F.F. 2 I I \ 1 I -� DESIGN WHITE SMOOTH ' I I I ❑ NEW SHINGLE ROOFING. W13-2630 STUCCO CLASS "A" ROOFING (CRC W14-2046 = W14-2046 W18-2646 W18-2646 W17-4046 llII ' 1 R902.1.3) FASTENERS FOR THE ROOFING SHALL BE CORROSION I Q� / . III\S D ES I G INRESISTANT IN ACCORDANCE �/I \t I II WITH CRC R905.2.5 4010 MOORPARK AVE#101, SAN JOSS,CA 95117 4 0 12 4 — / I I TELL:(415)254.1606 12 4 1 �� E-MAIL:OFFICE@AMSDESIGNLLP.COM - - - �.II - 12 ABOVE F.F. — — — 10' PLATE HT. 1 ABOVE F.F. 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 WHITE SMOOTH REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE WHITE SMOOTH STUCCO EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE = w PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS W07-6046 STUCCO - DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR g } o TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN a o DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. c° z w D28-6080 16"ABOVE NGL F.F. 'v NATURAL GRADE LINE ILSENE BUILDER INC. 21060 HOMESTEAD RD.SUITE 216 1 PROPOSED RIGHT (EAST) ELEVATION CUPERTINO,CA 95014 TEL:(408)992-1229 SC: 1/4"- 1'-0" E-MAIL:NILSENEINC@GMAIL.COM PROJECT NAME: 254"TOP HT. BARNHART NEW SHINGLE ROOFING. ABOVE F.F. CLASS "A" ROOFING (CRC R902.1.3) FASTENERS FOR THE 4 4 ROOFING SHALL BE CORROSION 12 SKYLIGH 12 R E S I D E N C E RESISTANT IN ACCORDANCE WITH CRC R905.2.5 10' PLATE HT. - - - - - - - - --ABOVE 2NDF.F. 18631 BARNHART AVE., CUPERTINO, CA, 95014 WHITE SMOOTH STUCCO ,9-2630 W,9-2630 REVISION TABLE: W 15-2640 NEW SHINGLE ROOFING. w14-2o46 W14-2046 CLASS "A" ROOFING (CRC CD R902.1.3) FASTENERS FOR THE REVISION DATE BY DEP ROOFING SHALL BE CORROSION RESISTANT IN ACCORDANCE WITH CRC R905.2.5 - 01 5/11/2021 A.G. PLN 0 0 4� 4� a4 12 02 7/22/2021 A.G. PLN 4 12 12 12 - - - - - - - - - - - - 2ND F.F. 11'-4"HT. ABOVE F.F. 10' PLATE HT. - - - - - - - - - - - - - - - - - - - - ABOVE F.F. WHITE SMOOTH voa-so26 WHITE SMOOTH STUCCO STUCCO W03-2030 W09-5040 1N06-6040 z w g } W05-z046 200 AMP Was-za4s � ELEC.METER a z ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR D14-2880 Li � w DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. T A K L E S S ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR WAT HATER , CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL D11-3080 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 16"ABOVE NGL F.F. 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 NATURAL GRADE LINE 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 PROP 0 S E D LEFT (WEST) ELEVATION 2 OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS SC: 1/4"- 1'-0" DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -ABOVE F.F. PROPOSED ELEVATIONS NEIGHBORING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEVATION 4 PROJECT ID: - 4 12'-9"TOP HT. 'END F.F.11'4"Hi 12'-9"TOP HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --ABOVE F.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -y -ABOVE F.F. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -ABOVE F.F. DATE: FEB.2020 - - - - - - - - - - - - - - - - - - - - - - - - - -10'PLATE HT. ABOVE F.F. - - - - - - - - --B'PLATE Hi. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -B'PLATE HT. ABOVE F.F. ABGVE F.F. SCALE: 1/4" - 1' munit� y el° ment Depa m nt P l a nInj visimn - Cupertin- D-0 4 I DRAWN BY: A.G. i'n o P RV E D 16"ABOVE NGL R'.L 16"ABOVE NGL 16"ABOVE NGL - - - - - - - = - - - F.F. - - - - - - - - - - - - - - - - - - - - - - as # - - - - - --- - 1- - - - - - - - - _F. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F.F. SHEET NUMBER: ms NATURALGRADE LINE A r5 - NAMALGRADELINE 3J,- - - NARIRAL 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..III.-III- III -III -III. III III- - -III -III. III III.- ... -III III III= -III. -III III. III 18641 BARNHART AVE. 18631 BARR Approval Date 11/12/21 18621 BARNHART AVE. AmI0102 3 4 Signatur 5 SC : 1/8"= 1'-0" SC : 1/8"= 1' 0" NHAT AVE. Case Manager SC : 1/8"= 1'-0" 25-4"TOP HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —NEW SHINGLE ROOFING. ABOVE F.F. CLASS "A" ROOFING (CRC R902.1.3) FASTENERS FOR THE ROOFING SHALL BE CORROSION 4 ATTIC " 4 F RESISTANT IN ACCORDANCE 12 12 WITH CRC R905.2.5 10' PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE 2ND F.F. AMS BATH DESIGN STAIRWELL NEW SHINGLE ROOFING. o 0 AMSDESIGN CLASS "A" ROOFING (CRC R902.1.3) FASTENERS FOR THE ROOFING SHALL BE CORROSION 4010 MOORPARK AVE#101, RESISTANT IN ACCORDANCE SAN JOSE,CA 95117 WITH CRC R905.2.5 4 TELL:(415)254.1606 4 12 ;T E-MAIL:OFFICE@AMSDESIGNLLP.COM 12 N 2ND F.F.1 l'-4"HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0100— ATTIC ATTIC ABOVE F.F. N 10' PLATE HT. ABOVE F.F. THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH KITCHEN&FAMILY BATH 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 0 � EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS 6'HT.WOOD UHT.WOOD DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR FENCE q FENCE q TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN 0 o DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 0 00 JE A M 9 A uR. 5'-0" � tj/oa a 16"ABOVE NGL 5'-0" F.F. 'v NATURAL GRADE LINE MIN.CRAWL SPACE co ILSENE BUILDER INC. A-ACROSS SECTION 21060 HOMESTEAD RD.SUITE 216 CUPERTINO,CA 95014 1 TEL:(408)992-1229 E-MAIL:NILSENEINC@GMAIL.COM SC : 1/4"= 1'-0" PROJECT NAME: 264'TOP HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NEW SHINGLE ROOFING. SKYLIGHT ABOVE F.F. CLASS BARNHART CLASS "A" ROOFING (CRC R902.1.3) FASTENERS FOR THE 4 4 ROOFING SHALL BE CORROSION 12 12 RESIDENCE RESISTANT IN ACCORDANCE WITH CRC R905.2.5 ATTIC 10' PLATE HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE 2ND F.F. 18631 BARNHART AVE., BEDROOM CLOSET BATH MASTER BEDROOM C U P E RT I N 0, CA, 95014 w p BALCONY m NEW SHINGLE ROOFING. a REVISION TABLE: CLASS "A" ROOFING (CRC N R902.1.3) FASTENERS FOR THE ¢ o 0 ROOFING SHALL BE CORROSION cLU n o 0 RESISTANT IN ACCORDANCE REVISION DATE BY DEP WITH CRC R905.2.5 124 m 01 5/11/2021 A.G. PLN 12 4 02 7/22/2021 A.G. PLN o �4 12 4� - - 12 N �' 12 2ND F.F.11'-4"HT. ABOVE F.F. 10' PLATE HT. ABOVE F.F. ENTRY KITCHEN&FAMILY WHITE SMOOTH J STUCCO = w w zo COVERED H t?ii , } M q PORCH q � Z 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 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 16"ABOVE NGL SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES F.F. TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- - NATURAL GRADE LINE DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR MIN.CRAWL SPACE cD 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 B-B CROSS SECTION CT I 0 N OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS 2 DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SC : 1/4"= 1'-0" SHEET TITLE: 18641 BARN HART AVE 18631 BARN HART AVE 18621 BARN HART AVE PROPOSED SECTIONS I STREET - � SCAPE J ` i PROJECT ID: - ter• r-A DATE: FEB.2020 - *& s7 COm unit Development Department R 1 x r SCALE: 1/4" = 1' F� .j• �. __ __ A la ision — Cupertino PROVED .: DRAWN BY: A.G. ', ' 1-024, L SHEET NUMBER: Approva I B .F Approva I +� AmO101Signatu STREETSCAPE ELEVATION 3 r - �` - Case Manage _- 14'-7" ms DESIGN FLOOR AREA DIAGRAM : 17-: AMSDESIGN SCALE: 1/8" : 1' 4010 MOORPARK AVE#101, SAN JOSE,CA 95117 TELL:(415)254.1606 0 0 E-MAIL:OFFICE@AMSDESIGNLLP.COM FLOORS SPACES SIZE AREAS SQF TOTAL K M A 8'-0" X 6'-0" 48 -- ; 26'S° / 1STFLOOR I = I THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH B 34'-3" X 10'-5" 357 778 o I THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE LIVING AREA i /�� i I $'-O" - — — — — — PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE // REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE C 35'-3" X 10'-7" 373 ❑ //� in BALCONY I EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE /� PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS J DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR D 26-5" X 17-3" 456 TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. E 7'-3" X 10'-0" 72 2ND FLOOR 1019 1 26'-5" 10'-5" 10'-7" LIVING AREA IF3'-2" X 16'-4" 52 0 G 16-8" X 1 1 '-9" 196 D H 12'-2" X 20'-0" 243 10'-011 i -- GARAGE I 20'-1 1" X 20'-9" 434 448 " E �' U' �P N J 4'-7" X 3'-1" 14 4,7„ o I I I M I I I I ILSENE BUILDER INC. co BF In M C M II J M • F 16'-8" �DN TOTAL BUILDING AREA 2245 21060 HOMESTEAD RD.SUITE 216 16'4" CUPERTINO,CA 95014 TEL:(408)992-1229 E-MAIL:NILSENEINC@GMAIL.COM PROJECT NAME: II II ❑ — — — — — -�I BARNHART I f CV 177 RESIDENCE 20'-11" FLOORS SPACES SIZE AREAS (SQF) TOTAL 18631 BARNHART AVE., M— 1 CUPERTINO, CA, 95014 7-11 ADU K 14'-7" X 45'-3'' 660 660 L I 1 1 '-0" X 26'-5" 291 COVERED REVISION TABLE: — ---- — � 324 ❑ REVISION DATE BY DEP PORCH M 9'-1 1" X 3'-4" 33 FLOOR AREA DIAGRAM - 1 ST FLR. 2 FLOOR AREA DIAGRAM - 2ND FLR. 01 5/11/2021 A.G. PLN Sc: 1' o" sc: 1j8"= 1' o" 02 7/22/2021 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 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. 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 FXTERIOR MATERIAL SCHEDULE 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 TITLE TYPE 1 S T FLR. STUCCO 2ND FLR. STUCCO SHINGLE ROOFING COMMENCEMENT OF THEIR WORK FAILURE TO IM SO SHALL NOT INFO 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 ROOFSHINGLE ROOFING LIGHT GRAY DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: STUCCO 1ST FLR.: PLATINUM i 1863.1 Barnhart 18631 Barnhart 18631 Barnhart SIDING FLOOR AREA DIAGRAM STUCCO 2ND FLR.. BOSTON CREAM - SECOND FLOOR ONLY 1 MATERIAL BOARD I'R�R T FLOB] OIDLYCharcoal EXTERIOR TRIM SQR. EDGE - 4" HT. X 2" DPT. DECORAMOULD , �,} - ��' '� � � � !r' J �' �i��~ t �� ' . / f f 1Range PROJECT ID: - - s. r Jt L GARAGE DOOR CLOPAY DARK GREY / GLASS .. • -'0 _1��r , � , Profile: Bel Air DATE: FE6.2020 DOOR FEATHER RIVER DOORS DARK GRAY/ CHARCOAL • rConventional Com � r Vin i%ngf v I m n� D a SCALE: 1/8" = 1' WINDOWS MILGARD TUSCANY / DARK GREY � ivo e � #595 BQSTON CREAM upertino DRAWN BY: A.G. CUPLRTINQ APPROVED Case # R-2021-024, SHEET NUMBER: AVPMrtZLQ11rtUrjsj Approval Body: Director/Staff Approval Date 11/12/21 AmI04m0l Signature Brianne Harkousha Case Manager LEGEND - - -200- - EXISTING CONTOUR LINE --200--- NATURAL GRADE CONTOUR LINE �o FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED ( ) RECORD INFORMATION CENTERLINE Z�l CURB INLET CURB LINE DRIVEWAY APRON ELECTROLIER o x x x FENCE FIRE HYDRANT U ® FLAT GRATE INLET m 0.H. PwR OVERHEAD POWER LINE 0.11. TE_ OVERHEAD TELEPHONE LINE a a a a a ss SANITARY SEWER LINE BASIS OF BEARINGS THE BEARING SOUTH 87°39'53" EAST OF THE CENTER LINE OF BARNHART AVENUE �P� LAND O SANITARY SEWER MANHOLE AS SHOWN ON THAT MAP OF TRACT NO 1183 FILED FOR RECORD IN BOOK 44 OF �,�� SG MAPS PAGES 11 THROUGH 13, SANTA CLARA COUNTY RECORDS, AND AS FOUND Cam' PORFIRIO o SANITARY SEWER CLEANOUT 1 MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. 6 OSCAR OSUNA o U SIGN No. 8921 so STORM DRAIN LINE *�gExp. 9-30-22�\* STORM DRAIN MANHOLE 10 30 50 F 0 l OF CA\A El UTILITY BOX 0 20 40 100 GRAPHIC SCALE -0- UTILITY POLE 1" = 30' PORFIRIO OSCAR OSUNA w WATER LINE PLS 8921 EXP. 9-30-22 WATER METER - - - - S89°00 00 E 51.01 R1 WATER VALVE REFERENCES: ELECTRIC METER R1 TRACT NO. 1183 44-M-11 ,12,&13 o N I +I � � L M H WATER HEATER CD CDI I I o GAS I i � I LOT 154 I I LOT 156 LOT I LOT 150 L o LOT 152 o LOT 153 LOT 155 0 0 149 LOT 151 IN NI R1 R1 R1 R1 R1 R1 R1 z R1 z 00 BENCH MARK IAPN NO.: 375-26-036I c' DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE NORTH WESTERLY CORNER OF LOT AS SHOWN: L T GROSS AREA: 5,386± SF I I I PROJECT BENCHMARK 185.13' (NAVD88 DATUM) I L=25.66' R=20.00' I 73°30'07" c.0 S87°39'53"E 51 .00' R1 r' ABREVIATIONS FOUND CITY w MONUMENT � FOUND CITY BENCHMARK: I o MONUMENT APN ASSESSOR'S PARCEL NUMBER o (BASIS OF BEARINGS) ELEV. 185.13' I oCD BM BENCH MARK BARNHART AVENUE cv „ �-� BARNHART AVENUE I °� ao E o S87°39'53 E 274.67 M-M CALC. PER R1 MAG NAIL 5 21° CATV CABLE TELEVISION OVERHEAD n 0 �' 52.39' I D CURVE DELTA 4Z 47.72' �� 37.34' DRWY DRIVEWAY of I I S87°39'53"E 274.67' R1 I I I IDS DOWNSPOUT c c col of of I- oI w o Z�7 0 0 o FF FINISH FLOOR ool oI oI 352.11 ' I C0 CD FL FLOW LINE ELEVATION Z .> � o r�I �I �I I "'I GFF GARAGE FINISH FLOOR V N I I I oo„ I I I IRON PIPE r Z � 0 S87°39'53"E 172.51' =31,� \90° �� ZO.Op S87°39'53"E 222.49' L CURVE LENGTH W �� g ®_ I /�� R# REFERENCE DOCUMENT W Z � o M-M MONUMENT TO MONUMENT Z N cn z o �Q O.H. PWR OVERHEAD POWER LINE w o z �� Q O.H. TEL OVERHEAD TELEPHONE LINE c z co 0 , J PCL PARCEL 0 Z > z � z o m P.M. PARCEL MAP LU a �`' o Q PTN PORTION zo co R RADIUS N SD STORM DRAIN z V' ,n w co SS SANITARY SEWER J °' Ln TC TOP OF CURB ELEVATION N 0 CD TEMP. TEMPORARY zo z w INo PUE PUBLIC UTILITY EASEMENT \11 0 m o U, WILE WATER LINE EASEMENT � z � Q / N Q ^ Z o NOTES: U N 1 . DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. W w 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q �> o 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME C) 0f I >- o0 TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. z � 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. C/) 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND O V c� OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF M UNDERGROUND UTILITIES CALL "USA" (1 -800-642-2440). 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 0 z CV 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). Q O:f LO 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY Q � M (6OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE z c NOT SHOWN ON THIS MAP. O M o Cfl o J O � w C45 o 0 2 Community Development Department a v Planning Division - Cupertino a CUPERTINO APPROVED Case# R-2021-024, SHEET AKMr6ZWW.11rtUrjsf Approval Body: Director/Staff 1 Approva I Date 11/12/21 Signature Brianne Harkousha OF 2 SHEETS Case Manager LEGEND - - -200- - EXISTING CONTOUR LINE --200--- NATURAL GRADE CONTOUR LINE 0 FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED ( ) RECORD INFORMATION EX. UTILITY POLE - CENTERLINE _ - - - - - - x x CURB INLET � � - - - - - - - - - - - - - - S89°00'00"E51 .01' R1--- 10 30 50 � X 20 - - -- - - - - - - - - - CURB LINE - - - - - - - - - - - - o GRAPHIC SCALE 40 X 1" = 10' DRIVEWAY APRON ELECTROLIER EX. ELECTRIC METER X j� I � x x x FENCE X x � FIRE HYDRANT I EX. CONCRETE WWII I U ® FLAT GRATE INLET I X X m 0.H. PwR OVERHEAD POWER LINE X EM 0.11. TE_ OVERHEAD TELEPHONE LINE ��`O� .� �6� a a a a a ss SANITARY SEWER LINE Ci x o BASIS OF BEARINGS SOT 150 SOT 151 0 SOT 152 SOT 153 „ THE BEARING SOUTH 87°39 53 EAST OF THE CENTER LINE OF BARNHART AVENUE �P� LAND O SANITARY SEWER MANHOLE R1 R1 �, R1 X R1 I AS SHOWN ON THAT MAP OF TRACT NO 1183 FILED FOR RECORD IN BOOK 44 OF o SANITARY SEWER CLEANOUT I o I MAPS PAGES 11 THROUGH 13, SANTA CLARA COUNTY RECORDS, AND AS FOUND �`' PORFIRIO o �G Xoo APN NO.: 375-26-036 X MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. OSCAR OSUNA o SIGN N zl No. 8921 tz X * Ex . 9-30-22 s STORM DRAIN LINE ��`O• T GROSS AREA: 5,386± F s� P �P x 0 STORM DRAIN MANHOLE �6 x� /I EX. GAS METER I qTF OF CAS\F�� o UTILITY BOX r -0- UTILITY POLE I X PORFIRIO OSCAR OSUNA w WATER LINE \ I X PLS 8921 EXP. 9-30-22 WATER METER EX. CONCRETE EX. HOUSE x WATER VALVE I \ I FF 187.6 i \J � EX. CLEANOUT I REFERENCES:TRACT ELECTRIC METER NO. 1183 44-M-11 ,12,&13 I +I I I o � C r\ X WH WATER HEATER X Cnn IX © GAS � w A BENCH MARK EX. GARAGE DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE NORTH WESTERLY CORNER OF LOT AS SHOWN: GFF 186.6 PROJECT BENCHMARK 185.13' (NAVD88 DATUM) X I I ��o X) x'` XI x� ABREVIATIONS EX. DRIVEWAY APN ASSESSORS PARCEL NUMBER BM BENCH MARK E CATV CABLE TELEVISION OVERHEAD 0 D CURVE DELTA x� EX. WATER METER DRWY DRIVEWAY c DS DOWNSPOUT c S87° 9 53 E 51.00 R1 24" TREE FF FINISH FLOOR w > 0 EX-BOW 185.14 `� FL FLOW LINE ELEVATION Z .2! � J � GFF GARAGE FINISH FLOOR IP IRON PIPE c Z � o L CURVE LENGTH W �4 g R# REFERENCE DOCUMENT W Z ` M-M MONUMENT TO MONUMENT kn Z y N \ O.H. PWR OVERHEAD POWER LINE w O.H. TEL OVERHEAD TELEPHONE LINE CD z EX. MANHOLE EX-TRC 185.02 EX-TRC 184.79 184 58EX-TRC PCL PARCEL Z c z EX-FL 184.64 EX-TRC 184.99 P.M. PARCEL MAP 2 EX-FL 184.51 EX-FL 184.43 0W a J PTN PORTION R RADIUS °' EX. SANITARY SEWER MANHOLE SD STORM DRAIN z N SS SANITARY SEWER BENCHMARK: J w a TC TOP OF CURB ELEVATION => _j 0 FOUND CITY ELEV. 185.13' TEMP TEMPORARY z a . MAG NAIL BARNHART AVENUE o Of vwi MONUMENT PUE PUBLIC UTILITY EASEMENT \11 0 w O WILE WATER LINE EASEMENT 0° 7) I I � a I � N I I � I Z o I NOTES: U N 1 . DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. W o IO 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q o 352.11' 0 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME C) o j CD TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. z o I 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. C/) I 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND I OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF V Q o I UNDERGROUND UTILITIES CALL "USA" (1 -800-642-2440). _ _ 1 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. � z C� 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 0f Q Q LO 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY Q � M , OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE Z (D _ c 0��00�0� NOT SHOWN ON THIS MAP. O Mco o M '\7� 1� J O ��. Uj 0— 06 � 2 Community Development Department a v Planning Division - Cupertino a CUPERTINO APPROVED Case# R-2021-024, SHEET AKMr6ZWW.1,rtUrjsj Approval Body: Director/Staff 2 Approva I Date 11/12/21 Signature Brianne Harkousha OF 2 SHEETS Case Manager AMS DESIGN ALL OF THE EXISTING STO BE DEMO AMSDESIGN 4010 MOORPARK AVE#101, SAN JOSE,CA 95117 TELL:(415)254.1606 E-MAIL:OFFICE@AMSDESIGNLLP.COM EX. UTILITY POLE 58q°00'00"E 51.01' THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH R 1 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 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 EX. ELECTRIC, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. METER �' • �` EM - - ILSENE BUILDER INC. LOT LOT 133 152 LOT 131 21060 HOMESTEAD RD.SUITE 216 LU 111 CUPERTINO,CA 95014 r TEL:(408)992-1229 p o E-MAIL:NILSENEINC@GMAIL.COM (CV N z z PROJECT NAME: BARNHART i EX. GA5 ME ER RESIDENCE 18631 BARNHART AVE., CUPERTINO, CA, 95014 EX. CONCRE E EX. HOUSE i REVISION TABLE: EX. GLEANOUT REVISION DATE BY DEP [a 01 5/11/2021 A.G. PLN w = 02 7/22/2021 A.G. PLN X w EX. GARAGE 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 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. 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 EX. DRIVEWAY 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 S8 EX. WATER RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.3I'53"E 51 .00' • IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT 24" A5H 5TREE TREE OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE R 1 METER FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS BE RET . IN_ED DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: DEMOLITION 14 NORTH PLAN PROJECT ID: - LEGEND : DATE: FE6.2020 Community Development Department SCALE: 1/4" = 1' Planning Division — Cupertino EXISTING STRUCTURE TO BE DRAWN BY: A.G. CUPERTINQ APPROVED DEMOLISHED Case # R-2021-024, SHEET NUMBER: AKMrtZLQ11rtUrjsj PROPERTY LINE Approval Body: Director/Staff Approval Date 11/12/21 GRAPHIC SCALE : DEmOl ALE . 1/4 INCH = 1 FEET Signature Brianne Harkousha 0 1 2 3 4 5 10 15 Case Manager - -� - "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND _ � ,a , Irrigation Legend: HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE `' ` SYMBOL HEADTYPE PSI. GPM P.R. MANUF. MODEL No. LANDSCAPE DESIGN PLAN AND IRRIGATION DESIGN PI-AN" Drip Emitter 25 2 GPH Hunter MPE-20y. - - Pressure Compensating Multi Port Emitter 11}} � F� } With 6 Ports Per Emitter , ,I <1 Install With Hunter Multi Purpose Box t�--• E�-�:.._�.._ DESIGN'_'_ 1 s 5 1 Eco Mat 20 0.6 GPH Hunter Eco-Mat-17 Install Per Manufacturer's Specs THOMAS SCHERER ASSOCIATES _ - ..._-- Landscape Architecture AMSDESIGN Master Valve Hunter ICV 101 G Install Per Manufacturer's Specs. -1, Orf Drip Zone Valve Kit Hunter lCZ- 101 Install Per Manufacturer's Specs. 4010 MQDRPARK AVM#101, SAN JOSE,CA 95117 Quick Coupler Valve Rainbird 33DRC Series 3/4" Size TELL:(415)254.1606 Automatic Controller Hunter I-Core 6 Station Wall Mount-Power By Others 51 .01 I J — - P.O.Box 831) 88-891to3,CA 95QOT E-MAIL:OFFICEa(AMSDESIGNLLP.COM 0 MWS Sensor Hunter MWS Install On Gutter Per Manuf. Specs - — — Tel(s3z��as-89�3 Flow Sensor Hunter HFS Install Per Manufacturer's Specs —� ( Backflow Prevention Unit Febco Model 825Y Install Per Manufacturer's Specs. ttt W Sub Meter Zenner Model MJ Water Meter- 1" Size - — — — -- — — — EiEc E * THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY DESIGN +..= r�1 Mainline PVC Sch. 40 Size Per Plan Bury 18" Min. Below Grade I PLANS ARE PROTE TEO UNDER C PROPERTY COPYRIGHT LAWS AN DESIGN.THESE Lateral Line PVC Sch. 40 Size Per Plan Bury 12" Min. Below Grade I � � R PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE I � !�i i 294 5.f. EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE Irrigation Line Sleeve PVC Sch. 40 Size To Accommodate Irrigation Lines- 24" Depth -_ PLAN50NOTHERSITESISPROHIBITEDWiTHOUTTHECONSENTOFAMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN / 1" 2.2 GPM ,I DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. " Y Lt Valve No' I a i 2 750 s.f. . - - HydrnzoneArea 1„ 5.4 GPM Date: 515/21 Project Name. Barnhart Residence GPM. '! Project Contact: Thomas Scherer Project Contact Ema[L• aekets(anearthlink.net Valve Size y r — — — — — — — — — — — Maximum Applied Project ETo ETAF Special Landscape Area Total Landscape Area MAWA Water Allowance Type (SLA) Including SLA (gallyr) (MAWA) Resldentlal 45.3 0.55 1,790 27 657 MAWA=(ETo)'(0,62)•[(ETAF*LA)+((l-erAF)•$LA)]. 21060 HOMESTEAD RD.SUITE 216 CUPERTINO,CA 95014 / ETWU TEL:(408)992-1229 Estimated Total Water Use ETo (5F`PF)1 IE SLA — - / (ETWU) (gaUyr) E-MAIL:NILSENEINC@GMAIL.COM 45.3 683 - 18,620 ETWU=(ETa)'(0.62)'[(PF'SFIIE)+SLAI f i I ' Difference between MAWA and ETWU 9,D3t Project meets water budget. PROJECT NAME: IRRIGATION NOTES: ETWU Zone Description select Square Feet Plant Factor m is designed for 65 PSI static pressure at meter. Maximum flow is 5.4 GPM. (Regular landscape areas p Irrigation Efficiency(!E) (SF•PF)!IE 1 System _ p } Irrigation SF PF y � p ��. � . O O � BARNHART _ w I h point f connection before commencing work. An , Contractor shall run pressure tests at each pa a c g y � 1 rout&Side yard Drip 746 D.3a D.e1 27s � discrepancies between actual pressure and design pressure shall be reported to the landscape I Y; 2 ears Side Yard drip 750 0.3a 0,81 278 E i D E N E architect and owner prior to further work being done. „ ' _ - 3 RearTurfi Drip 294 0,30 0.81 lag 2. All applicable governmental plumbing and health code regulations shall have precedence I r z \ - over these plans and specifications. A_ Landscape area(not Including SLA) 1,78a B63 •o $631 BARN HART AVE., 3. Location of valves, back flow prevention units, mainline, lateral line and automatic CUPERTINO, CA 95014 controllers are shown schematically due to scale of the plans. Install in planter areas where ever I ` \ Description Square Feet plant Factor!Irrigation Efficiency PF1itc ' ppp (gp) 9 y( ) (SF'PF)f le -y q NR. possible or in the most appropriate location. Install mainline and lateral line in the same trench t B I I I I DP I \ \ ETWU nd cu peAration Edible planting area a ,.0 (with a 6" min. separation vertically) wherever possible. — special LandscapeAreae � (SLA) Multi-use and sports field turf area o 1.0 REVISION TABLE: 4. Contractor shall verify all points of connection (POC) in the field prior to commencement of I I °"' r"~ a I I I if Area irrigated with recycled water 0 1.0 _ Pool 1.0 work. If discrepancies exist between existing conditions and those indicated on the plans, \ REVISION DATE BY DEP (g Total SLA o contractor shall contact the landscape architect and owner immediately before continuing Note: Note: Bf o work. Likewise, contractor shall verify configuration and dimensions of areas to be irrigated 7-21-2021 TS fy gInstall Automatic Controller Point Of Connection- Total Landscape Area(including SLA)from ETWU Caiouiation f,78a PLANNING DEP7 before commencement of work. I: Per Manufacturer's Specs- Verify Location In Field I --- Y _ -- _--- - - -. �� _ _----_____-. COMMENTS ------- 5. All irrigation lines in and around existing trees shall be HAND TRENCHED and care shall Coordinate Power Supply Prior To Commencement I,i ____-_____ be taken not to damage existing tree roots. `'Vith G.C. Of Work 1 6. All irrigation lines under paving shall be placed in sch. 40 PVC sleeves, size to accommodate irrigation lines adequately, for the full width of the paving. r gI I � P g � � I TdER.,� � r Note: 7. All changes in direction of irrigation pipe shall be accomplished with the use of proper -- _ Install Sub Meter, Backflow fittings. NO PIPE SHALL BE BENT. 0 I ' I / \ Prevention Unit,Master Valve _.- --- ------ - - - ---_.�__- _--_______ 8. In no case shall the spacing of heads exceed the recommended spacing of the & Flow Sensor Per -------------------------------- -----_- -___ manufacturer. II I " / \ Manufacturer's Specs. 9. Minimum depth of PVC lateral lines shall be 12"(twelve inches) below grade. / — — — — — — P --- - a Rrsl / \ L - ------------ --- __-____________ Minimum depth of PVC main line shall be 18"(eighteen inches) below grade. _NI10. Prior to any planting operations, a coverage test shall be performed by the contractor in P a a — — o y ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR � r. - ` _ � DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. the presence of the landscape architect and owner_ Contractor shall furnish all materials and ° a a a a — a — / �♦ 'll ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT SHALL CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALT tL BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT provide all labor necessary to correct inadequate coverage. °a ---. d PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL for he procurement of all necessary permits and shall ° 18 WIDE 746 s,f. SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES 11. Contractor shall be responsible o t p ry p _ _ _ provide owner with an 'As Built' plan (reproducible) of the installed irrigation system upon TO DO SO WE SHALL BE PRECEDING AT HIS OWN RISK. Note: 5.4 G PM OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE M[S- completion of the project. °� d 1 - DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO 12. All installation shall conform to the Water Effieien In Landscape Plan Submittal. Instal[ MWS Sensor Unit On q ° e = 1 / I CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR Gutter Per Manufacturer's . WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE Checklist For City of Cupertino. - �-z '— —'^ J---- �------ -- \ CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED Specs ° - 8 DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND a DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 9 a SITE CONDITIONS:ALL CONTRACTORS AND SUBCONTRACTORS SHALL ° d a �° - 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 SUBCONTRACTOR SHALL NOTIFY AMS L I DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. --------- CURBS ia _ _ SHEET TITLE: BARNHART AVE. Water Meter- Note: Verify Location In Field IRRIGATION Indicates Irrigation Line Prior To Commencement Sleeve-Typical Symbol Of Work T -- PLAN PROJECT ID: - DATE: 5-5-2021 SCALE: 1/8" 1' - 0" Community Development Department Planning Division - Cupertino DRAWN BY: TS CUPERTINO APPROVED Case# R-2021-024, M SHEET NUMBER r T l A f 5 3 ! f J !1 . � I Approval Body: Director/ Staff Approval Date 11/12/21 Signature Brianne Harkousha f, Case Manager r s. , r r - - "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND _� rt �'� ` {' S h ($, , s �r HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATT=R IN THE r 4 Planting Legend: LANDSCAPE DESIGN PLAN AND IRRIGATION DESIGN PLAN" I F Water Use Key: + 4 v e 4 VL Very Law `` �,• 3 5+ a is { r � 1 Symbol Botanical Name Common Name Size H2O Quan. Comment Ht. L Low A Acer almatu M Medium Trees: p m Japanese Maple 24 Box. M 1 Front Yard 25 s ��_ ,•kt4 7 p P H High THONIAS SCHERER Lagerstroemia .'Tuscorora` Crape Myrtle 24" Box L 1 Flowering � 20' -C Fraxinus species Ash Existing Street Tree To Remain 75' ASSOCIATES PRIVACY WAIVER PRIVACY PLANTS FOR 18640 STARRETT Landscape Architecture M Shrubs: „ — , - A DESIGN 1 Lomandra `Lime Tuff' Matt Rush 1 9. L 10 Grass > 3' I 1f8_ — 1 0 4010 MQQRPARK AVE#101, SAN JOSS,CA 95117 2 Polygala dalmasiana Sweet Pea Shrub 5 g.c. M 6 Flowering 3` TELL:(415)254.1606 3 Pittosporum t.variegata Mockorange 5 g.c, L 8 Foundation 51 _ no.Box 68,Aptns,CA95001 E-MAIL:OFFICE@4MSDESIGNLLP.COM 4 Pittosporum tenuifolium Kohuhu 15 g.c. L 11 Privacy Plant 25' �-- Tel(837)688-8913 _ — ` `t I LANDSCAPE-AREA: 5 Loropetalum c.'Razzleberri' Fringe Flower 5 g.c. L 4 Flowering 5' .� .� � 1 � � 'f ' ` � - - - , 6 Laurus nobilis Sweet Bay 15 g.c. L 9 Privacy Plant 25" 0011, �+ ; 04 . O EXISTING: 2859 S.F. ----- - _Tt y \ ti ~ �O NEW :: 1790 S.F THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH J'O .` e kO ; THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE -— - - _ Q � � � /' GO N PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY N07 BE w �. ` rC// REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE Groulndtovers: `� �` , �� TOTAL : �79O S.F. EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE ---'-- PLANS ON OTHER SITES IS PROHIBITED W17HOUT THE CONSENT OF AMS ! � DESIGN.ANY DISCREPANCY DESCOVER£D ON THESE PLANS SHALL PRIOR Sedum rubrotinctum Cistus salvifoliu5 I _ TO COMMENCEMENT,OF THE WORK IN QUESTION. ALL WRITTEN •. t. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Pork & Beans Sageleaf Rockrose - -- Plant 1 g.c. @ 24" o.c. Plant 1 g.c. @ 48" o.c L L Ceanothus g.'Diamond Heights' y Sod Turf- , PAVERSTONE Diamond Heights Carmel Creeper : . _' Westcoaster-Tall PATIO Plant 1 g.c. @ 48" o.c. Fescue Or Equal Fe L 21060 HOMESTEAD RD.SUITE 216 l God �Q CUPERTINO,CA 95014 ( 5� 5� TEL:(408)992.1229 Symbol PRIVACY PLANTS r ----- -- ---- •--•- -- — \E E-MAIL:NILSENEINC@GMAIL.COM Tree .... Quantity- ;' I I PROJECT NAME CONCRETE WALKWAY BARNHART Symbol 0 I Shrub ' RESIDENCE Quantity I ' � � ! I 18631 BARNHART AVE. - .,` �. CUPERTINO, CA, 95014 N,R7 \ �� UP I' -- 1 _ J �' B ______----.-�_W ---------- __- ......__. .._._.. REVISION TABLE: _ � I ® I oa.� �'wn. - y ' PRIVACY WAIVER FOR 18621 BARNHART Planting Notes: — REVISION DATE BY DEP I I I' I 7-•21-2021 TS 1. Circles shown indicate approximate mature size of plant material. \ DECOMPOSED 2. Contractor shall be responsible for adequate erosion control measures during \ I GRANITE I PLANNING DEf T. construction. ! I WALKWAY I -- COMMENTS 3. Care shall be taken to avoid construction activity and/or staging under the dripiine of existing trees in order to prevent soil compaction,root or tree damage.All work to be done under the dripline of trees shall be done by hand_ REDWOOD I I 4. No plant shali be planted in a drainage swale regardless of position on plan. FENCES& r — % — I / S. FINISH GRADING:Till all planter areas to an 6 inch depth. Break up or GATES-TYPICAL I I :"r 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 smooth,even surface free of abrupt changes in grade. Make minor grading I � I r changes as required to Insure positive drainage(1%minimum). 6- SOIL PREPARATION:Thoroughly incorporate the following amendments into the top 6(six)inches of all areas to be planted,except where indicated otherwise.Amounts given are per 1000 square feet: °``® / \ L 1. 4 cubic yards of nitrogen stabilized shavings. y° ❑ , AI.L WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. 2. 2 cubic yards of Nitrohumus or Gro-power_. f o a f ❑ — — — -" - ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR 3. 8 pounds of all purpose fertilizer(8-8-4). - I FRONT YARD CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL FLU n a c ° a TREE BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.Do NOT 7. No plant shall be installed until a fully automatic drip irrigation system, O n -- PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL a❑ - SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES covering all planter areas,is installed,tested and is fully operational_ �� a ❑ c / �+ TO DO SO HE SHALL BE PRECEDING A7 HIS OWN RISK 8_ PLANTING OF TREES,SHRUBS&VINES: Unless otherwise noted, / G° ��' a - - q a d 6 HT. MIN: kcOO/ 5� 5. 18'WIDE .. All trees shall be planted per detail__1 \F . ' D Q ° A �Cr �D OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- All shrubs shall be planted per detail-2 r ' _ _° as ; ; ' > �Sy� `s7dR DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR All planter pits shall receive the following back fill mix ~Y'l �- L ✓�r WHICH I5 CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE 1. 60%sail of the site �r Y, � a PAVERSTONE ❑ r -7 1 ., CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED o - ° DRIVEWAY a ` h DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND 2. 20,6 nitrogen stabilized redwood shavings — d # Q 3. 20%Nitrohumus or Gro-power or equal DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS, Acid loving plants shall receive peat moss A a �.. 1 SITE CONDITIONS;ALL CONTRACTORS AND SUB-CONTRACTORS SHALL 4. Fertilizer tablets A riform 21 ram:20-10-5)ore equal, 4 , VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO g 9 p B t/" COMMENCEMENT OF THEIR WORK. FAILURE TO DO $O SHALL NOT applied per manufacturer's recommendations, — — _ ° ` ' �— — RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK, IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT 5_ Add Coarse Pumice Or'Perlite To 6" Depth For Succulents .� OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE 9. Contractor shall guarantee all small trees shrubs vines roundcovers 9 .9 EXISTING FOUND, THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY AMS and turf to five and grow in an acceptable condition for a period of 90 "" - "" I STREET TREE DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS (ninety)days from the date of installation completion_ Contractor shall also TO REMAIN ' DESIGN PR[ORTOPROCEEDINGWITHANYR£LAT£DWORK. ` guarantee all trees and shrubs 24 box size and larger for a period of 1(one) SIDEWALK J SHEET TITLE: year from the date of installation completion- — —- 10. Upon completion of planting operations,contractor shall apply an approved -- pre-emergent herbicide Ronstar or equal)as weed control per manufacturer's I _ __-BARNHART AVE. ' PLANTING specifications. In addition,a 3 inch layer of approved mulch shall be installed over the finish grade of all planter areas_ ' PLAN 11, MAINTENANCE PERIOD:Contractor shall maintain the site for a period of 90—calendar days after acceptance by owner, Maintenance shall include . _ - FRQNT YARD PAVING AREA: weekly mowing of turf areas,weeding of all turf and ground cover areas removal of all trash and debris from planter areas and hardscape areas;pruning and trimming of - -y------all plant materials required;replacement of all dead or dying plant material&2 applications of FRONT YARD: 1 O2O S.F. PROJECT ID: - fertilizer. PAVING AREA: , 12_ Contractor shall comply with all features of the City of Cupertino WELO- DRIVEWAY/WALKWAY- (400)/1020 = 39.2% ----------- Water Efficient Landscape Ordinance. -- DATE: 5-5-2021 .�_•. \ �-' SCALE: 1/8" = 1' - 0., Community Development Department Planning Division — Cupertino DRAWN BY: TS CUPERTINO APPROVED Case # R-2021-024, SHEET NUMBED A rs f )'^ Approval Body: Director/ Staff � , Approval Date 11/12/21 y L-2 ( Signature Brianne Harkousha " Case Manager �= ` , LEGEND LEGEND: 1 (D HUNTER REMOTE CONTROL VALVE(ICZ} �1 ISOLATION VALVE,SIZE AND TYPE PER PLAN ¢ =k , WITH FILTER REGULATOR ,� : -I EMITTER- HE-XX-B 3 (3 R� j 34 PVC SLIP X MPT ADAPTOR � mom IRRIGATION HALVE BOX: HEAT STAMP LLD I SHRUB 5 WITH'RCV IN 2"LETTERSBRICK SUPPORTS(4) FILTER FABRIC-WRAP TWICE AROUND EMITTER STAKE 6 � � � � WATERPROOF CONNECTORS(2) I BBRICKSSUPPORTS 114F TUBING TO SHRUBS 7 `.:!..:._•. •. n-24� 4 18 COILED WIRE TO CONTROLLER HQPE-170-XX or HOV-250-170-XX SHED f 11 314-WA GRAVEL-4 MIN. DEPTH .: g _ FINISH GRADE AT ADJACENT SURFACE Kp 6-PORT MANIFOLD-MPiVI-05{} 9 ;_•_ -�';�, •-�:�. •-,'. - (TURF OR MULCH 12 IRRIGATION LATERAL ... - ) 6 ADJACENT MULCH 13 MAINLINE LATERAL AND FITTINGSAMSDESIGN SCH. 80 CLOSE NIPPLE, MATCH SIZE TO i ELBOW 1 -..I 31 '= - - : VALVE 4010 MOflRPARK AVE#101, FINISHED GRADE IN PLANTER BED - ,-`' ;; " - - 5 4 3 1 2 5 sAN Jt3SE,CA 95117 MIN. I" TELL:(415)254.1606 SCH 8€f PVC NIPPLE CLR• E-MAIL �3FI=10Ea(�4iNSDL 81GNLI<P.C{3�1 10 I t CONNECTION FROM LATERAL 6 6 11 VALVE BOX AS SPECIFIED $ _ 7 12 LATERAL PIPE AS PER PLAN 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 EEXXPWITHOUT THE RESSED WRD OR ITTEN CONSENT OF AMS DESIGN,ODUCED IN WHOLE OR INPANY ART SE OF THESE MULTI-PORT MANIFOLD TOEMITTERS IN VALVE BOX j PLANS ON.OTHER SITES IS PROHISITED.WITHOiff THE CONSENT OF AMS H!1 A. j P!1 A. NOT TO SCALE 9 �— ! ( � 1[- DESIGN.CENCEEMMEENT DIS THECREPANCY WORK ON QUESTION.SAIL��N EYI tY' L{f! 01 DiMENsIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSA} . J 1 LEGEND: ,�j%/J%I. P�FtPUN 10 . . //. %/ l/ % ' % T /. 13 ZZ /� OM •iNt31G1TflR ON siNlN(3 ARltt f / � 9�PI.O aR PL,D•LfiG FlTwGS TYP. DRIP CONTROL ZONE KIT I"W 101 f /IX j f� �//� f f/%/lJ/% 4 A �Fv�v�u vary c WITH T � Y,/. , /% ,. 11E /�/ �f,�f��f f�`/ f, . / . © 6Nlt7IJBit1f3F +iJSTFDER f � %j%%�,.j � %%fi!%%f �' V.ICZ.07 No SCALE i w FQetT�'[P1��Yj1N SUBTEi1FiEAIi wpapm21060 HOMESTEAD RR SUITE 216 u 7mGS,PFLYKW ct PERTtNo,c 9501 /. /!. /. / - �/ �/,, % � % /• �Ct�iTRLi1.T.ONEtOTPERPLAN E-A4A1L:.NLL:SENEING@GMAIIw.COM ,� �j APPrtox. V 052 CM) NOTES I PROJECT NAME: AR�VALVEFUMVR)INSTALLMIN tQ [ za V�.uS� I�ATOPNHESTFOWFRO ,tt. a ye k c OLZONEW.MUL7jPLfA��EFvALvss - �a�- � I: IunY�NEMT a>EFtIaES(r� _ L1RAaE I = 3 4 1 ��—��G /// /// BARNHART -h {d1DGAT4ATO Bt: ESTAIIEt)ATt3PTIIIW.FEtRTi1 EST r�fi��r!,i� 0 �, ca�rr mrTcl. v,EwE 11=[131l=1 I"Mup. ► ' r ►xTmSP� STnuE©Ara mr ru FUR�tt sT Rubber"-�.rim � saws rTFcsaazOtTTnAurw,IFa �tar � a s�i,:ie - ael Perms > , 8631 BARIVHAI�T AVE., s- Below gust tie Sanwa CUPERTIN0,00 CA, 950�4 - � ililVliiiN Baci�tFl - Ba�i[R1 _...._ F 3" Spam REVISION TABLE s 6 ':_':.. FLC3W : '. : co wee Backlilt Itix IFie�tst`t Grade R $ Roughen Sides of rap ON Ftanllhtt��' ' /� REVISION DATE BY DEP f Puddle& Sedle'BacictlilE�. �O Made �g A�otss Before PEnnling Tree — —�----�--- •_ 'ECO-MAT-PLAN VIEW WITH BLANK PLD HEADER AND EXHAUST AT MAT GRADE 10 x©},�©F STRAIGHT PIPE �x IaIA of sT}�A}�I� PIPE T. _; ' • . HM.EM. 3 NOTT45CALE FREE OF Fn-nNGS OR ELIBOWS FREE OF FITTINGS OR ELBOWS tat: ate - `� DETAIL LEGEND. =. ,.. - -.—.____..____._____ -_. _ --_----. . x FLOW SENSOR PER PLAN(HFS) LEGEND: RECEPTACLE TEE(FCT),SIZE PER PLAN t�tm Sides Of �t --- i and" 'a I . �.. 1��1ATPERPLAN (D MIN.1L3I2 WIRE PER PLAN TO CONTROLLER SENSOR TERMINALS. �T" '" Dim MAXIMUM _-_..-- WIRE DISTANCE RUN OF 1.,QQ[� - 6),ad�ia�r • (� IFertilixe�•Tebtets 37ishtliuled .. — ttt t�tGtinrBlbl� 2 ttlnound RacOdl foaf, 2l'�Bns:: peMtmr'aWe" .". .. . . Ig? es _.. _,.. __.. .. . .. _ . _.. _._. DBRY-6 WIRE SPLICE Tree;(4)Taf*ft.s��ae�ti-is gs�'' -.... _.._ -_ . .._- per 5 9.:W P" Tree i 8 _.____,___..__.. ... �PLANTh44TLttAl.(SEE PLANTING PLAN) (D RECTANGULAR VALVE BOX PER PLAN F{ GRADE ALL WORK DESCRIBED IN THE DRAWINGS SHAH. BE VERIFIED FOR - � BRICK SUPPORTS AT EACH CORNER(4) "#'� �� DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. :: •- r _:yS. ==a.__ `"�:'� ='4, t'' t ry- s.�R L• .. DEPE't#LI.IDL:I#MPER�M 5RVORT FILTER FABRIC Shrub ISi1 t1� ..— I�t r a /'� J b P C� ANY D ANGLES AND UNEXPECTED CONDITIONS THAT AFFECT OR ;`: .�.,r,'•.�'� .7=a: r OmSUFFLY�'INER PER PLAN GRAVEL BASE,DEPTH PER PLA}� CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL HE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT §�?. �, :' L. �:w�� + »a -• ;.. PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL AU DEPTH PER PLAN .. . wi;: - � � SUCH DISCREPANCIES ARE.RESOLVED.IF THE CONTRACTOR CHOOSES /fir%%7• j f v-w "� ' O -w F_XCESS REECE UNDER MAT MAIN UNE AND SOIL COVER PER PLAN TO Do$o�I SHALL B PRECEDING AT His OWN RISK 7 ADdACENTTt?}iARDSCAPLiL:DIIE vr.; :w�. ., �-. - • �M_ ^_ ; t• �. h,`'•" I� SPECIFICATIONS OR THE MIS. 2"-IV(5-15.2 CM) . ' i';At•�:"=:`°h-'FV:=•^; '."r4 �.,R :Y�y ��« a FINISHED GRADE OMISSIONS FROM THE DRAWINGS AND CIFICATI I j�•KL.ai�;Y_:t.z.:t �`-:r t•:.�`�w. : _��a t VATIV •SAIL DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO O H .» � � �� CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR �"' WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE NOTES �` a NOT � CC3N7RACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND RECOMMELVDED INSTALl.ATIDN DEPfiH BYPLANTTYPE �R,tj1 DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 7WAP 0-1''(10.2CM-20.4CM) MWNDCAVERAREAS 0-4f(152CM-204 rCM) SITE CONDITIONS:ALL.CONTRACTORS AND SUMONTRACTORS SHALL SHR118ALiEAS;12■(3t?6CM) - '• — '° VERIFY DIMENSIONS AND CONDITIONS AT THE SITEPi23OR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO.SHALL NOT RELEASE THEM FROM THE RESPONSI.iTY OF ESTIMATING THE WORK - Lx'tJ�1�1T.BEY4Nt1AtS>rRCONNECTfOIaTQENSiERE IF ANY VARi MN,DISCREPANCY OR OMISSION(BETWEEN THE INTENT �s /{ p ADJACENT {] [/��1 j ADEGUATECBVER 1h1IRRIGATm$PACE OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE ECO-MAT AT"PVC AT MAT GRADE CONNECTION ADJACENT TO HARDSCAPE FOUND,THE CONTRACTOR OR SUB-CONTRACTOR SHALL.NOTIFY AM$ � + LEGEND, DESIGN IN YIRiTING.AND.OBTAIN WRITTEN RESOLUTION FROM AMS HM.EM.09 NOT M SCALE 1�Hxl WEATIiSi9TATM j DESIGN PRIOR TO PROCEEDING WITIi ANY RELATED WORK. - _...._. ._ __.. -- CDQcolIrcLAs SHEET TITLE: LEGRD: I ®xPl IRRIGATION s TAN OWAU.MOtRtTt�YMW-Ei :` �C,AIILINCQNIR4L WIEiEIHC4MInU[T 5 OPMORSLiiTAELEMQtW>nIOSNAM PLANTING � �' t �IiYFEi�RL4CAl.�Dp E< a �� QFIHI5HE6C�i4DE +»•3iw'�,..�. .TDP�ERSI�tEE„t•8Qt(I+151nfi DETAILS _ h-�•.�� { AI=WrSUW ACETOIdOIItJi'CFtOILE:RP&RFLAhE ii --__.��.� ._.__._. •_..__._ _.-. �-�_-__...�. . . # PROJECT ID: NOTE ( - ='M• ( iTCclura4LLERLCp�iaTEYEitwYEl, DATE: 5-5-2021 rCOWROLLM VALL BE H4RUM TOGROUNM ��aa�4+.+ "t' �,Sti3rw „ ten ^.lti .4• F f 2 FRt3N Cw t ti Y S -"'• i EF Co unity Development Department I SCALE. •r r.. tanning Division — Cupertino $ APPROVED DRAWN BY: TS Case# R-2021-024, t RIGHT ELEVATION Appr val B dy: Director/Staff ► EstF a , <,{ - Sx " .. 11/12/21 Approva l Date r, MINI FEATHER STATION WITH GENERIC WALL4 RO .;I Cm -wA11 MOUNT s.Muv .o NDTTOSCALEj, ; F C.ICORE.O NOTTOSCALE Case Manager t , } . r