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Combined Set_28.pdfVICINITY MAP: Jurn p Start 310-10-020 PROJECT TYPE: Service San Josc. r Varsha's notary Services 10321 BRET AVE, {}/ CUPERTINO,CA 95014 ZONING: Loree Ave L.—Ave Lor" Ave � R-3/1.1 CONSTRUCTION TYPE: r m NUMBER OF FLOORS: y b D � m SPRINKLERED 1 LOW DENSITY(1-6 DU/Ac.) E. G ELECTRICAL 2016 D io F. 7 L ENERGY: 2016 z G. n 0 lel Ln EDITION H. CALIFORNIA GREEN BUILDING: 2016 EDITION I. ANY OTHER U AND STATE LAWS 1032 1 Bret Avenue O n J W n 0 wig Ln � w N L/''J��_ A LL77 PROJECT DATA: ASSESSOR'S PARCEL NUMBER: 310-10-020 PROJECT TYPE: NEW CONSTRUCTION PROJECT LOCATION: 10321 BRET AVE, CALIFORNIA CUPERTINO,CA 95014 ZONING: R - 1-5 OCCUPANCY GROUP: R-3/1.1 CONSTRUCTION TYPE: V - B NUMBER OF FLOORS: TWO (2) STORY FIRE PROTECTION: SPRINKLERED LAND USE: LOW DENSITY(1-6 DU/Ac.) CODE EDITIONS: A. CALIFORNIA RESIDENTIAL 2016 EDITION B. CALIFORNIA BUILDING 2016 EDITION C. CALIFORNIA MECHANICAL 2016 EDITION D. CALIFORNIA PLUMBING 2016 EDITION E. CALIFORNIA ELECTRICAL 2016 EDITION F. CALIFORNIA ENERGY: 2016 EDITION G. CALIFORNIA FIRE: 2016 EDITION H. CALIFORNIA GREEN BUILDING: 2016 EDITION I. ANY OTHER APPLICABLE LOCAL AND STATE LAWS AND REGULATIONS. AREA CALCULATION: TOTAL "E" BUILDING TO BE REMOVED: 1943 SQF "N" 1 ST FLOOR LIVING AREA: 1870 SQF "N" 2nd FLOOR LIVING AREA: 1238 SQF "N" 1 ST FLOOR ADU: 681 SQF "N" TOTAL LIVING: 3789 SQF "N" GARAGE: 425 SQF "N" TOTAL BUILDING: 4214 SQF "N" CARPORT: 209 SQF "N" FRONT PORCH: 212 SQF "N" REAR PORCH: 790 SQF "N" RIGHT PORCH: 105 SQF "N"FRONT BALCONY ( 2ND FLR): 336 SQF LOT AREA: 9375 SQF "N" BUILDING HEIGHT(ABOVE NATURAL GRADE): 27'- 6 "N" FLOOR AREA RATIO (FAR) = (4214/9375)X100=44.9% 2ND FLOOR TO 1ST FLOOR RATIO=(1238/(1870+681+425))X100=41.6% FIRST FLOOR ROOF EAVE 272x1.4= 381 SQF "N"LOT COVERAGE: 1st FLOOR BLDG AREA (1870+681+425) SQF CARPORT 209 SQF FRONT PORCH 212 SQF REAR PORCH 790 SQF RIGHT PORCH 105 SQF 1 ST FLOOR ROOF EAVE 381 SQF TOTAL % 4673/9375 = 49.8% 10321 BRET AVE. SCOPE OF WORK: NEW 2 STORY CUSTOME HOME 4214 SQ BUILDING AREA INCLUDING 4 BEDS, 4.5 BATH, 1 LAUNDRY AND 2 CAR GARAGE AND 681 SQF ADU INCLUDING 2 BEDROOMS AND 2 BATHROOMS. PROJECT CONTACT: OWNER: ROBIN PATEL 10321 BRET AVE.,CUPERTINO,CA 95014 DESIGNER: AMS Design (415) 254-1606 2275 S. BASCOM AVE, CAMPBELL,CA 95008 SUITE 1406 AZADEH@AMSDESIGNLLP.COM STRUCTURAL: AMS Design (415)254-2634 2275 S. BASCOM AVE, CAMPBELL,CA 95008 SUITE 1406 ARMIN@AMSDESIGNLLP.COM T24 & ENERGY: --- SOIL-- SOIL ENGINEER: --- DRAWING -- DRAWING INDEX: A-00.01: COVER SHEET CO. 1: BOUNDARY AND TOPOGRAPHIC MAP C0.2: BOUNDARY AND TOPOGRAPHIC MAP L1: LANDSCAPE PLAN L2: LANDSCAPE PLAN A-01.01: PROPOSED SITE PLAN A-01.02: PROPOSED 1st FLOOR PLAN A-01.03: PROPOSED 2nd FLOOR PLAN A-02.01: PROPOSED ELEVATIONS A-02.02: PROPOSED ELEVATIONS A-03.01: PROPOSED SECTION & STREETSCAPE ELEVATION A-06.01: FLOOR AREA DIAGRAM + SCHEDULES CUPERTINO, CA FIRE NOTES: A- AN AUTOMATIC RESIDENTIAL FIRE SPRINKLERS SYSTEM SHALL BE INSTALLED IN ONE- AND TWO-FAMILY DWELLINGS AS FOLLOWS: IN ALL NEW ONE- AND TWO-FAMILY DWELLINGS AND IN EXISTING ONE- AND TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA TO MORE THAN 3,600 SQUARE FEET PER SEC R313.2.1. EXCEPTION: A ONE- TIME ADDITION TO AN EXISTING BUILDING THAT DOES NOT TOTAL MORE THAN 1,000 SQUARE FEET OF BUILDING AREA. NOTE: THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. NOTE: COVERED PORCHES, PATIOS, BALCONIES, AND ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. SECTION R313.2 AS ADOPTED BY CUPMC. B- POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER- BASED FIRE PROTECTION SYSTEMS, AND/ OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. FINAL APPROVAL OF THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY THE APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7. C- APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED OMN ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. PER CFC SEC. 505 D- ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF CFC CHAPTER 14 AND SANTA CLARA COUNTY'S FIRE DEPARTMENT'S STANDARD DETAIL AND SPECIFICATION SI -7. E- PHOTOELECTRIC SMOKE DETECTORS SHALL BE PROVIDED AT BOTH THE TOP AND BOTTOM OF THE STAIRCASE. F- PHOTOELECTRIC SMOKE ALARMS SHALL BE PROVIDED IN AREAS LEADING TO SLEEPING ROOMS AND ON EVERY LEVEL. SMOKE ALARMS WITHIN SLEEPING ROOMS SHALL BE DUAL SENSOR PHOTOELECTRIC/IONIZATION. G- SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE INTERCONNECTED PER RESIDENTIAL CODE. H- A NFPA 13-D FIRE SPRINKLER SYSTEM SHALL BE INSTALLED UNDER SEPERATE PERMIT. I- A SEPARATE PERMIT FOR THE SPRINKLER SYSTEM SHALL BE APPLIED FOR WITH THE SUNNYVALE BUREAU OF FIRE PREVENTION. GENERAL NOTES: 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 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. LOCAL TABLES/ NOTES: REQ. PRIOR TO FINAL OCCUPANCY: A- THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE OF REQUIRED REPLACEMENT TREES, PRIVACY PROTECTION, AND REQUIRED FRONT YARD TREE. B- FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT FROM AN ISA -CERTIFIED ARBORIST SHALL BE PROVIDED CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED PROPERTY AND ACCORDING TO PLAN. C- A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY EXTERIOR MATERIALS/FINISHES, TREES, LANDSCAPING, AND SITE WORK. D- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL CONDUCT A LANDSCAPE INSTALLATION AUDIT AFTER THE LANDSCAPING AND IRRIGATION SYSTEM HAVE BEEN INSTALLED PER CHAPTER 14.15(LANDSCAPE ORDINANCE).THE FINDINGS OF THE ASSESSMENT SHALL BE CONSOLIDATED INTO A LANDSCAPE INSTALLATION REPORT PROVIDED TO THE PLANNING DIVISION. E- THE PROPERTY OWNER SHALL SIGN A LANDSCAPE MAINTANCE AGREEMENT PER CHAPTER 14.15(LANDSCAPE ORDINANCE), PREPARED BY THE CITY,AND RECORD IT WITH SANTA CLARA CO. RECORD'S OFFICE. THE PROPERTY OWNER SHALL CONTACT THE PLANNING DIVISION IN ADVANCE OF THE FINAL TO PREPARE THE AGREEMENT. F- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL PROVIDE A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE PER CHAPTER 14.15(LANDSCAPE ORDINANCE) TO THE PLANNING DIVISION. PUBLIC WORKS NOTES: A- APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/ OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS ,THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH COMPLETED , AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. B- CONTACT PUBLIC WORKS, (408)777-3104 , FOR INSPECTION OF GRADING,STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. C- ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. D- CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. E- CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. F- UTILIZE BEST MANAGEMENT PRACTICES (BMP's) AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. G- A WORK SCHEDULE OF GRADING AND ORISON & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. H- ALL NEW ELECTRICAL SERVICE (POWER,PHONE,AND/OR CABLE) SHALL BE UNDERGROUNDED. I- TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. J- A LICENSED LAND SURVEYOR OR AUTHORIZED CIVIL ENGINEER WILL PREPARE AND SUBMIT,TO THE PUBLIC WORKS DEPT,AN ELEVATION CERTIFICATE FOR THE NEW STRUCTURE/ADDITION. K- TO INITIAL RELEASE OF BONDS, CONTACT THE PUBLIC WORKED INSPECTOR FOR FINAL INSPECTION. L- ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. M- PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. AM AMSDESIGN 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e -MAIL: office@AMSDesignllp.com NILSENE BUILDER INC. 21060 HOMESTEAD RD. SUITE 216 CUPERTINO, CA 95014 TEL:(408) 992-1229 e -MAIL: NILSENEINC@GMAIL.COM BRET RESIDENCE 10321 BRET AVE. CUPERTINO, CA REVISION TABLE: DESIGN REVISION DATE BY 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 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: COVER SHEET PROJECT ID : D-1810-01 DATE: JAN.2018 SCALE: DRAWN BY: A.M.S SHEET NUMBER: A-00.01 OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 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. GRADING and DEMO NOTES: 1. CONTACT PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION, WHICH INCLUDES DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS. 2. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 4. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 5. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL. 6. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND OR CABLE) SHALL BE UNDER GROUND. 7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS. 9. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. 10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN. DISTANCE OF 10 FEET MEASURE PERPENDICULAR TO THE FACE OF THE WALL. WITH EXCEPTION: a. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. b. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MIN 2% AWAY FROM THE BUILDING. 11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION. TREE PROTECTION NOTES: 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, THE ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE TREE(S). 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT TO THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION OPERATIONS BY CONSTRUCTING A FOUR -FOOT -HIGH FENCE AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE EXTENT OF FENCING AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. THE TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE CONSTRUCTION WORK. 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. 4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER FOR THE TREE, THE SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO INITIATING ANY TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF AN ARBORIST SHALL BE COMPLETED. 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND DESIGN OF TREE WELLS. 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED UNDER A TREE. 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT SURVEILLANCE. 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS DEFINED BY CALIFORNIA BUSINESS AND PROFESSIONAL CODE, TO PRUNE AND CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF STAFF. 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON. 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED. 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE FENCING AROUND TREES TO BE PROTECTED. LEGEND: 2nd FLOOR - • • • PROPERTY LINE -- - BLDG 1st FLOOR FOOTPRINT LINE BLDG 2nd FLOOR FOOTPRINT LINE S FENCE GREEN BUILDING MEASURE NOTES: 1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS. 2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO VEGETATED AREAS. 3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE. DETAIL OF DRIVEWAY: GRAPHIC SCALE: 1/8 INCH = 1 FEET 0 2 4 6 8 10 20 30 TOP WEARING COURSE PERVIOUS ASPHALT, CONCRETE, PAVING $TONFS, FTC_ --d SUBSTRATA 1 VOID RATIO 20 -LO% SUBSTRATA 2 VOID RATIQ 30-35% CEDTEXTILE SEPARATION FABRIC LETS WATER PASS BUT NOT SOLIDS. NArll SOILS Screening shrubs 15 gal. LN @ max. 10' OC along rear property line 75.00' - "E" 6' HEIGHT WOODEN FENCS - - 6'' Fruit Tre� x 10'' Fruit Tree_ 4'' Fruit Tree - - - -'- - .4 Fruit Tree 04 O 0 N Replacement tree and required front yard tree _ A O 0 N J)_PROPOSED SITE PLAN SC : 1/8' = 1'-0" 75.00' Ex. 7'' Chinese Pistache BRET AVE. Ex. 10" Fruit Ex. 9.5" Fruit FRONT YARD PAVING SURFACE AREA: FRONT YARD:75'X20'=1500 SQF PAVING AREA: DRIVE WAY50%(303)+WALKWAY(173)/1500=476/1500=31.7%<40% NORTH AMSDESIGN 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e -MAIL: office@AMSDesignllp.com 21060 HOMESTEAD RD. SUITE 216 CUPERTINO, CA 95014 TEL(408) 992-1229 e -MAIL: NILSENEINC@GMAIL.COM BRET RESIDENCE 10321 BRET AVE. CUPERTINO, CA REVISION TABLE: DESIGN REVISION DATE BY 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 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: SITE PLAN PROJECT ID : D-1810-01 DATE: JAN.2018 SCALE: 1/8" = 1' DRAWN BY: AMS SHEET NUMBER: A-01.01 OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 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. 10 iV N M M 0 0 0 iV (V O (`7 C? ? (V Eo O m 0 ;n o Ln M 'v 59'-11" 41'-6" 5'-4" 2'-5" 10'-8" lo 3'-0" 15'-0" 4-5"17' 0" 2'-1 „ 2'-4" 6'-0" 2'-4" — — — — — — — — — — — — — — — — — — — — — — — — — . — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — I 3'-7" 2'-6" 0" 2.6„ 0" 2,_6„ 16-7" 3'-6" 01_91, 16080 6'-0" 0 8 2'-11" 16'-0" 7-5" 20'-8" 59'-11 " UK*A ;o V a a N O No Lo PROPOSED 1 ST FLOOR PLAN SC: 1/4" = 1'-0" LEGEND: NEW CONSTRUCTION WALL NEW ADU GRAPHIC SCALE: 1/4 INCH = , FEET 0 1 2 3 4 5 10 15 NORTH AMSDESIGN 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e -MAIL: office@AMSDesignllp.com 1 NILSENE BUILDER INC. 21060 HOMESTEAD RD. SUITE 216 CUPERTINO, CA 95014 TEL:(408) 992-1229 e -MAIL: NILSENEINC@GMAIL.COM BRET RESIDENCE 10321 BRET AVE. CUPERTINO, CA REVISION TABLE: DESIGN REVISION DATE BY 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 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: PROPOSED 1STFLOOR PLAN PROJECTID: DATE: SCALE: DRAWN BY: A.M.S SHEET NUMBER: A-01.02 OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 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. L_ -----------------------------------------------------------1 10 N N Kmsl lo ol 16'-8" 164" 01-91, 2'-6" 4'-5" 8'-0" 0„ 3' 7" 8'-0" 3'-9" I / I V 0 M 0 M V O Eo I? I O io 7 AMSDESIGN 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e -MAIL: office@AMSDesignllp.com NILSENE BUILDER INC. 21060 HOMESTEAD RD. SUITE 216 CUPERTINO, CA 95014 TEL(408) 992-1229 e -MAIL: NILSENEINC@GMAIL.COM op BRET RESIDENCE I I L 6050 -------------------J bD r-- w „ 1'-7" 3' 0" 1'-4" 2'-10" 7'-5" 2'- " 5'-1" T-1„ 0'-4' 0„ 3'-0" V-5" 5-11" 13'-0" 12'-2" 6-9" L— J ty-woll PROPOSED 2ND FLOOR PLAN SC: 1/4" = V-0" LEGEND: NEW CONSTRUCTION WALL GRAPHIC SCALE: 1/4 INCH = , FEET 0 1 2 3 4 5 10 15 NORTH 10321 BRET AVE. CUPERTINO, CA REVISION TABLE: DESIGN REVISION DATE BY 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 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: PROPOSED 2ND FLOOR PLAN PROJECT ID : D-1810-01 DATE: SCALE: JAN.2018 DRAWN BY: A.M.S SHEET NUMBER: A-01.03 OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 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. "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.11 / z w� 0Q?I Z Lu o w 10'-0" FROM J <, LLu PROPERTY LINE Q 0 0 TO THE EXTERIOR U J CL WALL w w U l Lu O Z 10'-0" o m PROPOSED FRONT ELEVATION SC: 1/4" = V-0" :� w OQZ } Lu Lu Z�Lu J Q w IL QUfie J IL iY < CO Lu o Z o m WIN. SILL 36'' ABOVE F.F. WIN. SILL 66" ABOVE F.F. WIN. SILL 36" ABOVE F.F. N. SILL 66" ABOVE F.F. CLASS A TILE ROOFING. INSTALLATION PER MANUFACTURE RECOMMENDATION. VERIFY WITH OWNER OR DESIGNER FOR COLOR. (EXAMP.:EAGLE ROOF TILE WITH PRODUCT NUMBER :4678 OR EQUAL) 13'-6" PLATE HT. ENTRY -- — —ABDY-F–— NATURALGRADE Z O 5FROM I Z JPERTY LINE 0 >- TO THE -4In 701(n ERIOR WALL 0]EEL ]EE]_ rl-\, 1k__ r mDz m J,u��j �pp - rD,-Tj s -n° O ri T 27-6" TOP HT. ABOVE NATURAL GRADE 21' PLATE HT. rik ABOVEF.F. 1 I 10' PLATE HT. ABOVE F.F. b i— F.F. 18" ABOVE NATURAL GRADE NATURAL GRADE LINE F.F. 27-6" TOP HT. ABOVE NATURAL GRADE ER CT ------------- 21' PLATE HT. ABOVE F.F. I 13'-6" PLATE HT. ENTRY F.F. \ (2 Nd Floor) \ NATURAL GRADE \ 10' PLATE HT. 2 PROPOSED REAR ELEVATION AMSDESIGN 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e -MAIL: office@AMSDesignllp.com NILSENE BUILDER INC. 21060 HOMESTEAD RD. SUITE 216 CUPERTINO, CA 95014 TEL(408) 992-1229 e -MAIL: NILSENEINC@GMAIL.COM BRET RESIDENCE 10321 BRET AVE. CUPERTINO, CA REVISION TABLE: DESIGN REVISION DATE BY 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 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: PROPOSED ELEVATIONS PROJECT ID : D-1810-01 DATE: JAN.2018 SCALE: 1/4" = 1' DRAWN BY: A.M.S SHEET NUMBER: A-02.01 OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 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. w o �DZo 5FROM 10' FROMZ c m< o PROPERTY LIN PROPERTY LINE O M b D TO THE EXTERI TO THE n WALL EXTERIOR WALL Q �Dz MM 5'-0"r= > 70 10'-01, rn 0 F.F. 18" ABOVE NATURAL GRADE - — — — — — — — — — — — — — — — — NATURAL GRADE LINE 2 PROPOSED REAR ELEVATION AMSDESIGN 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e -MAIL: office@AMSDesignllp.com NILSENE BUILDER INC. 21060 HOMESTEAD RD. SUITE 216 CUPERTINO, CA 95014 TEL(408) 992-1229 e -MAIL: NILSENEINC@GMAIL.COM BRET RESIDENCE 10321 BRET AVE. CUPERTINO, CA REVISION TABLE: DESIGN REVISION DATE BY 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 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: PROPOSED ELEVATIONS PROJECT ID : D-1810-01 DATE: JAN.2018 SCALE: 1/4" = 1' DRAWN BY: A.M.S SHEET NUMBER: A-02.01 OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 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. "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.11 ELI WIN. SILL 66" ABOVE F.F. WIN. SILL 66" ABOVE F.F. WIN. SILL 48" ABOVE F.F. n PROPOSED RIGHT ELEVATION SC: 1/4" =1'-0" 27-6" TOP HT. ABOVE NATURAL GRADE --------------------- 21' PLATE H� ABOVE F.F. b 10' PLATE HT. ABOVE F.F. I i F.F. 18" ABOVE NATURAL GRADE NATURAL GRADE LINE F.F. 27-6" TOP HT. ABOVE NATURAL GRADE ----------21'PLLATE HSL ABOVE F.F. 13'-6" PLATE HT. ENTRY –-------6EOYE--- NATURAL GRADE I ` 10' PLATE HT. PROPOSED LEFT ELEVATION SC: 1/4" = V-0" AMSDESIGN 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e -MAIL: office@AMSDesignllp.com NILSENE BUILDER INC. 21060 HOMESTEAD RD. SUITE 216 CUPERTINO, CA 95014 TEL(408) 992-1229 e -MAIL: NILSENEINC@GMAIL.COM BRET RESIDENCE 10321 BRET AVE. CUPERTINO, CA REVISION TABLE: DESIGN REVISION DATE BY 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 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: PROPOSED ELEVATIONS PROJECT ID : D-1810-01 DATE: SCALE: DRAWN BY: SHEET NUMBER: A-02.02 JAN.2018 1/4" = 1' A.M.S OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 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. ---------------------- —------------------------ ----- ---- — 0 0 F.F. 18" ABOVE NATURAL GRADE ----------- —1-- NATURAL GRADE LINE ------- PROPOSED LEFT ELEVATION SC: 1/4" = V-0" AMSDESIGN 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e -MAIL: office@AMSDesignllp.com NILSENE BUILDER INC. 21060 HOMESTEAD RD. SUITE 216 CUPERTINO, CA 95014 TEL(408) 992-1229 e -MAIL: NILSENEINC@GMAIL.COM BRET RESIDENCE 10321 BRET AVE. CUPERTINO, CA REVISION TABLE: DESIGN REVISION DATE BY 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 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: PROPOSED ELEVATIONS PROJECT ID : D-1810-01 DATE: SCALE: DRAWN BY: SHEET NUMBER: A-02.02 JAN.2018 1/4" = 1' A.M.S OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 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. 27-6" TOP HT. rikk A - A CROSS SECTION SC: 1/4" = V-0" 27-6" TOP HT. ABOVE B - B CROSS SECTION SC: 1/4" = 1'-0" 10335 BRET AVE. 10307 BRET AVE. STREETSCAPE ELEVATION AMSDESIGN 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e -MAIL: office@AMSDesignllp.com NILSENE BUILDER INC. 21060 HOMESTEAD RD. SUITE 216 CUPERTINO, CA 95014 TEL(408) 992-1229 e -MAIL: NILSENEINC@GMAIL.COM BRET RESIDENCE 10321 BRET AVE. CUPERTINO, CA REVISION TABLE: DESIGN REVISION DATE BY 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 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: SECTIONS STREETSCAPE ELEVATION PROJECT ID : D-1810-01 DATE: JAN.2018 SCALE: 1/4" = 1' DRAWN BY: A.M.S SHEET NUMBER: A-03.01 OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 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. FLOOR AREA DIAGRAM (PROPOSED PLAN): SCALE: 1/8": 1' FLOORS SPACES SIZE AREAS (SQF) TOTAL 2ND FLOOR A 15'-10'' X 13'-8" 216 1238 B 14'-3" X 19'-1 " 272 C 18'-0" X29'-0" 522 D 13'-3" X 12'-10" 170 E 5-10" X 9'-1 1 " 58 1ST FLOOR F G 41 '-1 1 " X 22'-9" 24'-1 " X 34'-5" 954 1870 829 H 4'-2" X13-10" 58 1 5'-4" X5'-5" 29 ADU i &-\2" X ,_ „ /4\* 7681 /K x x 7ZL'j�/\ 15'- 4'-6" 68 L '-3" X " 16'-8" X 8'-5" X140X GARAGE N 20'-10'' X20'-5" 425 425 CARPORT FRONT PORCH 1 1'-4" X18'-5" 10'-4" X 9'-3" 20 212 Q 15'-4" X 7'-7" REAR PORCH R 60'-0" X 13'-2" )198 790 RIGHT PORCH S 1 1'-4" X 9'-3" 5 105 2ND FLOOR BALCONY T 12'-3" X16'-2" 336 U 15'-9" X 8'-9" 138 TOTAL BUILDING AREA 4214 TITLE ROOF SIDING TYPE TILE ROOFING STUCCO INFO FLAT TILE SMOOTH EXTERIOR TRIM SQR. EDGE - 4" HT. X 2" DPT. DECORAMOULD GARAGE DOOR CLOPAY GREY DOOR Feather River Doors GREY WINDOWS MILGARD TUSCANY / WHITE STUCCO TILE ROOFING I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ams AMSDESIGN 2275 S. BASCOM AVE., SUITE 1406 CAMPBELL, CA 95008 Tell: (415) 254.1606 e -MAIL: office@AMSDesignllp.com NILSENE BUILDER INC. 21060 HOMESTEAD RD. SUITE 216 CUPERTINO, CA 95014 TEL:(408) 992-1229 e -MAIL: NILSENEINC@GMAIL.COM BRET RESIDENCE 10321 BRET AVE. CUPERTINO, CA REVISION TABLE: DESIGN REVISION DATE BY 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 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET TITLE: DIAGRAMS and SCHEDULES PROJECT ID : D-1810-01 UIAIt: JAN.2018 SCALE : 1/8" = 1' DRAWN BY: AMS SHEET NUMBER: A-06.01 OWNERSHIP: THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE 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. SO°23'00"E 75.1 0 I �� LOT 44 LOT 46 LOT 45 R1 CD R1 R1 O APN NO.: 310-10-0� C"I LOT GROSS AREA: 9,375 BENCHMARK: SO°23'00"E 75.0 SO°23"00"E 1110.00" BRET AVENUE LOT 47 i LOT 45 i LOT 43 i LOT 41 I Io LOT 33 R1 I R1 I R1 I R1 I i,- R1 NO°23'00"W 75.00' FOUND CITY N MONUMENT10 30 50 0 FOUND CITY MONUMENT 0 20 40 100 GRAPHIC SCALE 1" = 3o' THE BEARING NORTH 45°15'00" EAST OF THE CENTER LINE OF LOREE AVENUE AS SHOWN ON THAT MAP OF TRACT NO 502 FILED FOR RECORD IN BOOK 18 OF MAPS m PAGES 35, SANTA CLARA COUNTY RECORDS, AND AS FOUND MONUMENTED, WAS m o TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. L,, z Y w D (n D U REFERENCES: R1 TRACT NO. 502 18-M-35 BENCH MARK DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE SOUTHERLY CORNER OF LOT AS SHOWN: ELEV.: 100.00' ABREVIATIOW APN BM CATV D DRWY DS FL IP L R# M—M 0. H. PWR 0. H. TEL PCL P.M. PTN R SD SS TC TEMP. PUE WILE ASSESSOR'S BENCH MAR CABLE TELE CURVE DEL - DRIVEWAY DOWNSPOUT FLOW LINE IRON PIPE CURVE LEN, REFERENCE MONUMENT OVERHEAD OVERHEAD PARCEL PARCEL MAI PORTION RADIUS STORM DRA SANITARY SEWER TOP OF CURB ELEVATION TEMPORARY PUBLIC UTILITY EASEMENT WATER LINE EASEMENT NOTES: 1. DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. 4. THIS MAPS REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY GREENBLUEARTH, INC.. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. o Z 0 <�- i NmN o cl U) Q:: N y W W C 0 a (n a 7 U Q WLd Da Zz O Qw� 0 �Qo O Owe ftfo mz Z p�F- Q zMw a goC) U Q D Z O m JOB NO. 4 -7!1 A SHEET 1 OF 2 LEGEND EXISTING CONTOUR LINE ---200--- NATURAL GRADE CONTOUR LINE FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED () RECORD INFORMATION CENTERLINE A CURB INLET CURB LINE DRIVEWAY APRON ELECTROLIER x x x FENCE �p FIRE HYDRANT ® FLAT GRATE INLET O.H. PwR OVERHEAD POWER LINE 0.H TE_ OVERHEAD TELEPHONE LINE SANITARY SEWER LINE ss O SANITARY SEWER MANHOLE o SANITARY SEWER CLEANOUT SIGN STORM DRAIN LINE so OO STORM DRAIN MANHOLE o UTILITY BOX -0- UTILITY POLE WATER LINE w W WATER METER WATER VALVE EM ELECTRIC METER WH WATER HEATER © GAS SO°23'00"E 75.1 0 I �� LOT 44 LOT 46 LOT 45 R1 CD R1 R1 O APN NO.: 310-10-0� C"I LOT GROSS AREA: 9,375 BENCHMARK: SO°23'00"E 75.0 SO°23"00"E 1110.00" BRET AVENUE LOT 47 i LOT 45 i LOT 43 i LOT 41 I Io LOT 33 R1 I R1 I R1 I R1 I i,- R1 NO°23'00"W 75.00' FOUND CITY N MONUMENT10 30 50 0 FOUND CITY MONUMENT 0 20 40 100 GRAPHIC SCALE 1" = 3o' THE BEARING NORTH 45°15'00" EAST OF THE CENTER LINE OF LOREE AVENUE AS SHOWN ON THAT MAP OF TRACT NO 502 FILED FOR RECORD IN BOOK 18 OF MAPS m PAGES 35, SANTA CLARA COUNTY RECORDS, AND AS FOUND MONUMENTED, WAS m o TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. L,, z Y w D (n D U REFERENCES: R1 TRACT NO. 502 18-M-35 BENCH MARK DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE SOUTHERLY CORNER OF LOT AS SHOWN: ELEV.: 100.00' ABREVIATIOW APN BM CATV D DRWY DS FL IP L R# M—M 0. H. PWR 0. H. TEL PCL P.M. PTN R SD SS TC TEMP. PUE WILE ASSESSOR'S BENCH MAR CABLE TELE CURVE DEL - DRIVEWAY DOWNSPOUT FLOW LINE IRON PIPE CURVE LEN, REFERENCE MONUMENT OVERHEAD OVERHEAD PARCEL PARCEL MAI PORTION RADIUS STORM DRA SANITARY SEWER TOP OF CURB ELEVATION TEMPORARY PUBLIC UTILITY EASEMENT WATER LINE EASEMENT NOTES: 1. DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. 4. THIS MAPS REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY GREENBLUEARTH, INC.. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. o Z 0 <�- i NmN o cl U) Q:: N y W W C 0 a (n a 7 U Q WLd Da Zz O Qw� 0 �Qo O Owe ftfo mz Z p�F- Q zMw a goC) U Q D Z O m JOB NO. 4 -7!1 A SHEET 1 OF 2 LEGEND — — 200-- ---200--- () — — — — EXISTING CONTOUR LINE NATURAL GRADE CONTOUR LINE FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED RECORD INFORMATION CENTERLINE CURB INLET CURB LINE DRIVEWAY APRON ELECTROLIER 10 30 50 0 20 40 GRAPHIC SCALE 1" = 10' U) 0 00 o x x x FENCE O = N cn o O 0) o 0 � FIRE HYDRANT s" TREE EX. ® FLAT GRATE INLET UNDERGROUND STRUCTURE 0. H. PwR OVERHEAD POWER LINE s" TREE SO°23'00"E 75. 0' THE BEARING NORTH 45°15'00" EAST OF THE CENTER LINE OF LOREE AVENUE AS m 0.H. TEL OVERHEAD TELEPHONE LINE SHOWN ON THAT MAP OF TRACT NO 502 FILED FOR RECORD IN BOOK 18 OF MAPS m 90 /�c�PAGES 35, SANTA CLARA COUNTY RECORDS, AND AS FOUND MONUMENTED, WASzss SANITARY SEWER LINE 10" TREE �o� o� o° � soh TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. w � v EX. BUILD X� I Q V _ O SANITARY SEWER MANHOLE N & SANITARY SEWER CLEANOUT 190 � SIGN o� o� o� 10" TREE o� o� sD STORM DRAIN LINE x x O STORM DRAIN MANHOLE I REFERENCES: cb oro R1 TRACT NO. 502 18—M-35 E::] UTILITY BOX o �, UTILITY POLE LOT 45 x x x LOT 43 w WATER LINE o WATER METER oX LOT o1 WATER VALVE X�� R1 Z xx�� EM ELECTRIC METER APN NO.: 310-10-020 CD W X BENCH MARK WH CD WATER HEATER LOT GROSS AREA: 9,3751 00 SF DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE o SOUTHERLY CORNER OF LOT AS SHOWN: ELEV.: 100.00' GAS onIF,. GARAGE v Y X_ �� Xx- — �r BRET AVENUE FRONT OF WALK 1-11 Ob co lb x / x x x / SO°23'00"E 1110.00' lb / X ABREVIATIOW APN BM CATV D DRWY DS FL IP L R# M—M 0. H. PWR 0. H. TEL PCL P.M. PTN R SD SS TC TEMP. PUE WLE ASSESSOR'S BENCH MAR CABLE TELE CURVE DEL - DRIVEWAY DOWNSPOUT FLOW LINE IRON PIPE CURVE LEN, REFERENCE MONUMENT OVERHEAD OVERHEAD PARCEL PARCEL MAI PORTION RADIUS STORM DRA SANITARY SEWER TOP OF CURB ELEVATION TEMPORARY PUBLIC UTILITY EASEMENT WATER LINE EASEMENT 1. DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. 4. THIS MAPS REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY GREENBLUEARTH, INC.. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. C Z 0 <�-1 i N m o� U) >� O° Q:: N W W y CL 2� o a cn a 6 JOB NO. 1 Inn SHEET 2 OF 2 WATER EFFICIENT COMPLIANCE CHECKLIST NOTES - TURF, PLANTING, SOIL MANAGEMENT 1 THERE IS TURF LAWN SPECIFIED FOR THE LANDSCAPE 2 AT LEAST 80% OF NON -TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED BY A SEPARATE GROUP OF VALVES 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND ANALYSIS FROM A SOIL LAB (HIGHLY RECOMMENDED) 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. OWNER TO APPROVE CHOICE OF MULCH PRIOR TO SIGNING INSTALLATION CONTRACT. BID MAHOGONY (DARK BROWN) WONDER MULCH FROM VISION RECYCLING IN FREMONT 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES 7 SEE SHEETS L3 AND L4 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS IN FINAL WORKING DRAWINGS 8 DON'T TRENCH T00 CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS T00 CLOSE TO PAVING OR BUILDINGS 11 THERE IS 2883 SF OF PLANTING IN THE FRONT AND IN THE REAR YARDS 12 ALL SHRUBS AND GROUND COVERS TO BE DRIP IRRIGATED. SEE THE IRRIGATION PLAN IN FINAL CONSTRUCTION DRAWINGS 13 PRIVACY SCREENING HAS BEEN PROVIDED ALONG THE REAR PROPERTY LINE. WE HAVE SIGNED WAIVERS FROM THE NEIGHBORS ON BOTH SIDE PROPERTY LINES Plant Choices KEY QTY SIZE SPACING WUCOLS GALLONS RATING PU - 15 8' LOW LN - LI - SHRUBS RC - N - CB - 15 10' max LOW 24" box 30' LOW 5 4'- 8' 5 3'- 5' 5 8' - 10' GROUND COVERS BOTANICAL NAME COMMON NAME Pittosporum undulatum Victorian Box Screen Shrub - see notes Laurus nobilis Grecian Laure Screen Shrub - see notes Lagerstroemia Tuscarora Crape Myrtle Required Replacement and Front yard tree LOW Rhaphiolepis minor or Clara India Hawthorne LOW Nandina Gulf Stream Heavenly Bamboo LOW Rosa banksiae double yellow or white Lady Banks rose trained on fence like vine on lattice BF - 1 3- 6' LOW Bulbine frutescens Yellow ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. DV - 1 4'- 8' LOW Dietes vegeta (D. irridioides) Fortnight Lily LY - 1 4'- 8' LOW Lantana SpreadingYellow Low Yellow Lantana LM - 1 4'- 8' LOW Lantana montevidensis purple Low Purple Lantana LP - 1 4'- 8' LOW Limonium perezii Sea Statice MC - 1 4'- 8' LOW Myruts communis Myrtle LB - 1 3- 8' LOW Lomandra Breeze LO - 1 3- 5' LOW Loropetalum Razzleberry LAWN - sod HIGH Turf tall Fescue with 1 x4 or 2x4 rough redwood header Plant quantities are for planning purposes only. Contractor to do own plant count. Landscape Site Legend [1 Driveway - Pervious Pavers - pattern and color to be determined later by owner [2 Side walkways, rear walkways - Concrete (impervious) - pattern and color to be determined later (Covered porches are impervious concrete) F3 Front Walkway - Non -Pervious Pavers - pattern and color to be determined later by owner ® Existing fencing to be kept when in good condition and repaired or replaced when necessary TREE PROTECTION DURING CONSTRUCTION. New 6 foot high fence solid wood PROTECTED TREES DESIGNATED FOR PRESERVATION SHALL BE PROTECTED DURING © New 6 foot high gate DEVELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE FOLLOWING, WHICH MAY BE MODIFIED BY THE PLANNING DIRECTOR: A. PROTECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE TRUNK THAN ONE FOOT FURTHER OUT THAN THE DRIPLINE, AND FAR ENOUGH FROM THE TRUNK TO PROTECT THE INTEGRITY OF THE TREE. THE FENCE SHALL BE A MINIMUM OF SIX FEET IN HEIGHT AND SHALL BE SET SECURELY IN PLACE. THE FENCE SHALL BE CHAINLINK WITH 2" DIA. STEEL POSTS MIN. 10' O.C. TO ALLOW VISIBILITY TO THE TRUNK FOR INSPECTIONS AND SAFETY. THERE SHALL BE NO Trees Proposed for Removal STORAGE OF ANY KIND WITHIN THE PROTECTIVE FENCING. KEY TRUNK BOTANICAL NAME COMMON NAME B. THE EXISTING GRADE LEVEL AROUND A TREE SHALL NORMALLY BE MAINTAINED OUT TO THE DIA @ 4.5 DRIPLINE OF THE TREE. ALTERNATE GRADE LEVELS MAY BE APPROVED BY THE PLANNING O 23" Jacaranda mimosifolia Jacaranda DIRECTOR AND PROJECT ARBORIST. C. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED IN 2O 10" Prunus cerasifera Plum ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. O 13" Liquidambar styracifluo Sweet Gum D. NO SIGNS, WIRES, OR ANY OTHER OBJECT SHALL BE ATTACHED TO THE TREE. E. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL CODE 4O 10" Cedrus -short shaped Cedar 5O 18" Fruit tree - probably plum Fruit tree "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied them for the efficient use of water in the landscape design plan" 6(�qLu is Gregory Lewis - Landscape Architect Lic. #2176 2125/19 PAVING B R ET AVE . DR VE WAY50%(303)+WALKWAY(173)/1500=476/1500=31.7%<40% Preliminary Landscape Plan 1/8 If= 1 1-0 if 0' 8' 16' 0 Revision N U LU CD �co- _ °' 0 Ln U Ln tY M Q � co W 00 �. �- Q � C (0(0 U o o v� Q 0 U N J U Q Co Lu n/ Y O d w ti tY C� �pNDSca No. 2176y� 6r LeW is �WQ&twe 4/30/2020 R—t te "I 9q4_10/ Q qTF OF CAL��� Q n1 U W O U W � � U W > Q n� m W cN O Date 2/25/19 Scale As Noted Drawn Greg Job Sheet L I of 2 WATER -EFFICIENT LANDSCAPE CHECKLIST Gregory Lewis # ascgcaowcgldwnet 831 M9 -09w 71 r1Z RobinPatel 1 11�l.�1 ikon ..., c�P.0 CA 95014 499-9339 10321 6t Ave, C,pert[,, =2M �72 c7w A!,p= Ains WATER -EFFICIENT LANDSCAPE CHECKLIST 71 r1Z �72 c7w A!,p= 1 C) W C; Hydrozone Summary HYDROZONE GPM S,F. %0— VALVE I ORIPAO—SHRUM 2363 = 3- SPWHGH—R.—J� "I M SP—HIGH—R—N.18 324 11% TO— 2. I= Checklists