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APPROVED COMBINED PLANS Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case # R-2022-033 Application Number(s) C* Approval Body: Director/ StafF 18625 FUNLYA CT . , Approval Cate 09/19/22 M Signature Gian Paolo Martire DESIGN Case Manager CUPERTINO , CA 95014 AMSDESIGN 4010 MOORPARK AVE#1 01, SAN JOSE,CA 95117 TELLVICINITY MAP : DRAWING INDEX: FIRE NOTES : LOCAL TABLES / NOTES : E-MAIL: FFI4.1606 E-MAIL:OFFICE@AMSDESIGNLLP.COM �; ,fa A-00.01: COVER SHEET 1- IN ALL NEW ONE- AND TWO-FAMILY DWELLINGS AND EXISTING ONE- AND do � Shadow oaks ,/ � �. is 4 Apartment Homes ; BT1: BOUNDARY AND TOPOGRAPHIC MAP TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE REQ. PRIOR TO FINAL 01-00 BT2: BOUNDARY AND TOPOGRAPHIC MAP BUILDING AREA TO MORE THAN 3600 SF WHETHER BY INCREASING THE AREA I THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH a A-00.02: PROPOSED SITE PLAN /EXTERIOR WALL LIGHT FIXTURE CUT SHEET OF THE PRIMARY RESIDENCE OR BY CREATION OF AN ATTACHED ACCESSORY OCCUPANCY: 1 THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE A-01AY NE .01: PROPOSED 1ST FLOOR PLAN DWELLING UNIT. IN ALL EXISTING ONE- AND TWO-FAMILY DWELLINGS THAT PLANS REVISED ROR ROEPRODUDCEDDER IN WHOLEIGHT LAWS AND OR N PART WITHOUTOTTHE z A-01.02: PROPOSED 2ND FLOOR PLAN/ FLOOR AREA DIAGRAM MEET THE DEFINITION OF A `DEMOLITION' OF TE STRUCTURE PER CITY OF EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS Pvt. Ltd , =�i z A-02.01: PROPOSED ELEVATIONS SARATOGA MUNICIPAL CODE SECTION 15-06.195 IN ALL ATTACHED A- THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR Fel's DD uare {�`P Q A-02.02: PROPOSED ELEVATIONS/STREETSCAPE ELEVATION TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN ACCESSORY DWELLING UNITS, ADDITIONS OR ALTERATIONS TO AN EXISTING PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Q A-03.01: PROPOSED SECTIONS ONE- AND TWO-FAMILY DWELLING THAT HAVE AN EXISTING FIRE SPRINKLER OF REQUIRED REPLACEMENT TREES, PRIVACY PROTECTION, AND U SYSTEM. REQUIRED FRONT YARD TREE. Laree AVP 0 - - AV' dl 0 J 2- INSTALLATION OF AN EARLY WARNING FIRE ALARM SYSTEM IN B- FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT 7625 Ralya Ct, a $ ertino CA 95014... 0 off ACCORDANCE WITH THE PROVISIONS OF THIS ARTICLE IS REQUIERD AS A FROM AN ISA-CERTIFIED ARBORIST SHALL BE PROVIDED °r Ralyat AREA CALCULATION : CONDITION FOR THE GRANTING OF ANY BUILDING OR OTHER PERMIT UNDER CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED LU CHAPTER 16 IN EACH OF THE FOLLOWING CASES: PROPERTY AND ACCORDING TO PLAN. Richie Rig 2-1: ALL NEW RESIDENTIAL STRUCTURE CLASSIFIED AS `R' OCCUPANCIES IN Mechanic}S( LOT AREA : 5700 SQF THE MOST RECENT VERSION OF THE CALIFORNIA BUILDING CODE, C- A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY 1 1a^l,Prt Dr U � 1 TOTAL "E" BUILDING TO BE REMOVED: 1312 SQF COMMERCIAL STRUCTURES AND COMMUNITY FACILITIES LOCATED WITHIN EXTERIOR MATERIALS/FINISHES, TREES, LANDSCAPING, AND SITE - 40 IMIIIIIIIIIIIII t "N" 1ST FLOOR LIVING AREA: 1163 SQF THE DESIGNATED WILDLAND-URBAN INTERFACE FIRE AREA. WORK. NILSENE BUILDER INC. �'hlakai Designs I I "N" 2ND FLOOR LIVING AREA: 920 SQF 2-2: ANY EXISTING STRUCTURE CLASSIFIED AS AN "R" OCCUPANCY IN THE "N" TOTAL LIVING: 2083 SQF MOST RECENT VERSION OF THE CALIFORNIA BUILDING CODE, COMMERCIAL D- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL CONDUCT A 21060 HOMESTEAD RD. SUITE "N" GARAGE: 475 SQF STRUCTURE OR COMMUNITY FACILITY WHICH IS EXPANDED BY FIFTY LANDSCAPE INSTALLATION AUDIT AFTER THE LANDSCAPING AND 216, CUPERTINO, CA 95014 "N" TOTAL BUILDING: 2558 SQF PERCENT OR MORE IN FLOOR AREA AND IS LOCATED WITHIN THE IRRIGATION SYSTEM HAVE BEEN INSTALLED PER CHAPTER TEL:(408) 992-1229 "N" REAR PORCH: 244 SQF DESIGNATED WILDLAND-URBAN INTERFACE FIRE AREA. 14.15(LANDSCAPE ORDINANCE).THE FINDINGS OF THE PROJECT DATA: „N„ FRONT PORCH: 42 SQF ASSESSMENT SHALL BE CONSOLIDATED INTO A LANDSCAPE N ATTCHED ADU: 648 SQF 3- GATE INSTALLATION SHALL CONFIRM WITH THE FIRE DEPARTMENT INSTALLATION REPORT PROVIDED TO THE PLANNING DIVISION. PROJECT NAME: "N" BUILDING HEIGHT(ABOVE NATURAL GRADE): 27'-2" STANDARD DETAILS AND SPECIFICATION G-1 AND, WHEN OPEN SHALL ASSESSOR'S PARCEL NUMBER: 375-25-005 OBSTRUCT ANY PORTION OF REQUIRED 16' WIDTH FOR EMERGENCY ACCESS E- THE PROPERTY OWNER SHALL SIGN A LANDSCAPE MAINTANCE PROJECT TYPE: NEW CONSTRUCTION o ROADWAYS OR DRIVEWAYS. LOCKS, IF PROVIDED, SHALL BE FIRE AGREEMENT PER CHAPTER 14.15(LANDSCAPE ORDINANCE), RALYA N FLOOR AREA RATIO (FAR) = (2558/5700)X100=44.8/o DEPARTMENT APPROVED PRIOIR TO INSTALLATION. GATES ACROSS THE PREPARED BY THE CITY,AND RECORD IT WITH SANTA CLARA CO. PROJECT LOCATION: CA 95 RALYA CT., CUPERTINO, 2ND FLOOR TO 1ST FLOOR RATIO=(920/(1163+475))X100=56.16% EMERGENCY ACCESS ROADWAYS SHALL BE EQUIPPED WITH AN APPROVED RECORD'S OFFICE. THE PROPERTY OWNER SHALL CONTACT THE RESIDENCE CA 95014 ACCESS DEVICES. IF THE GATES ARE OPERATED ELECTRICALLY, AN PLANNING DIVISION IN ADVANCE OF THE FINAL TO PREPARE THE ZONING: R1-5 FIRST FLOOR ROOF EAVE=158 X1.6=253 OCCUPANCY GROUP: R - 3 / U FIRST FLOOR + ADU ROOF EAVE=230X1.6=368 APPROVED KNOX KEY SWITCH SHALL BE INSTALLED, IF THEY ARE OPERATED AGREEMENT. MANUALLY, THEN AN APPROVED KNOX PADLOCL SHALL BEINSTALLED. 18625 RALYA CT., CONSTRUCTION TYPE: V- B F- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL PROVIDE A000 NUMBER OF FLOORS: TWO (2) STORY LOT COVERAGE: 1St FLOOR BLDG AREA (1163+475) SQF - CUPERTINO, CA 95014 FIRE PROTECTION: SPRINKLERED COVERED PORCH 286 SQF 4- AN ACCESS DRIVEWAY SHALL PROVIDED WITH A PAVED ALL WEATHER LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE PER - FIRST FLOOR ROOF EAVE 253 SURFACE, A MINIMUM UNOBSTRUCTED WIDTH OF 14 FEET PAVED AND 2 FEET CHAPTER 14.15(LANDSCAPE ORDINANCE) TO THE PLANNING - TOTAL % 2177/5700= 38.1% OF DRIVABLE HARD SURFACE. VERTICAL CLEARANCE OF 13 FEET 6 INCHES, DIVISION. REVISION TABLE: MINIMUM CIRCULATING TURNING RADIUS OF 36 FEET OUTSIDE AND 23 FEET -J LOT COVERAGE WITH ADU: INSIDE, AND A MAXIMUM SLOPE OF 15%. INSTALLATIONS SHALL CONFORM TO PUBLIC WORKS NOTES: REVISION DATE BY DEP TOTAL % FIRE DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS SHEET D-1. IL (1163+475+648+368+286)/5700=51.5% 5- AN APPROVED FIRE DEPARTMENT ENGINE DRIVEWAY TURNAROUND SHALL A- APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER PROVIDED WITH A MINIMUM RADIUS OF 36 FEET OUTSIDE AND 23 FEET INSIDE. AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE rt MAXIMUM GRADE IN ANY DIRECTION SHALL BE A MAXIMUM OF 5%. CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED PROJECTCONTACT: INSTALLATIONS SHALL CONFORM WITH FIRE DEPARTMENT STANDARD THEREIN. IF DURING THE COURSE OF CONSTRUCTION CODE EDITIONS : DETAILS AND SPECIFICATIONS D-1. CFC SEC. 503 DRIVING SURFACE SHALL BE IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/ CAPABLE OF SUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OWNER: SRIRAM DADRA WEIGHING AT LEAST 7500 POUNDS (34050 KG). OR THESE IMPROVEMENT PLANS ,THE CITY ENGINEER SHALL HAVE 18625 RALYA CT., CUPERTINO, CA 95014 A.CALIFORNIA RESIDENTIAL: 2019 EDITION THE AUTHORITY TO REQUIRE SUCH COMPLETED , AT THE SOLE SRIRAM.DADRA@ICLOUD.COM B. CALIFORNIA BUILDING: 2019 EDITION 6- NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS EXPENSE OF THE OWNER AND/OR CONTRACTOR. C.CALIFORNIA MECHANICAL: 2019 EDITION NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION DESIGNER: AMS DESIGN D.CALIFORNIA PLUMBING: 2019 EDITION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE B- CONTACT PUBLIC WORKS,(408)777-3104 , FOR INSPECTION OF (415 254-1606 E STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL GRADING,STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. ) CALIFORNIA ELECTRICAL: 2019 EDITION ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR 4010 MOORPARK AVE#1 01, SAN JOSE, CA 95117 F. CALIFORNIA ENERGY: 2019 EDITION CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. AZADEH AMSDESIGNLLP.COM G. OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL C- ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR @ CALIFORNIA FIRE: 2019 EDITION CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL H.CALIFORNIA GREEN BUILDING: 2019 EDITION APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS OCCUPANCY. BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL I. ANY OTHER APPLICABLE LOCAL AND STATE LAWS AND SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES STRUCTURAL: AMS DESIGN REGULATIONS. NUMBERS SHALL BE A MINIMUM OF INCHES (101.6 MM) HIGH WITH A MINIMUM D- CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. (415) 254-2634 J. CUPERTINO MUNICIPAL CODE 2019 EDITION STROKE WIDTH OF 0.5 INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC CONDITION. m DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR ARMIN@AMSDESIGNLLP.COM WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO O WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC E- CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE CONTRACTOR FROM PERFORMING SUCH OMITTED MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND SEC. 505.1. PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING --- DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. ANY TREES. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL GENERAL NOTES : 7- POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO M SO SHALL NOT CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY F- UTILIZE BEST MANAGEMENT PRACTICES (BMP s) AS REQUIRED RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT SCOPE OF WORK: OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, ACTIVITY, WHICH DISTURBS THE SOIL. FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, �r DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH DESIGN PRIOR TOPRocEEDINcwITHANYRELATEDwoRK. DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER- G- A WORK SCHEDULE OF GRADING AND ORISON & SEDIMENT @-_ NEW 2 STORY CUSTOME HOME. BASED FIRE PROTECTION SYSTEMS AND/OR FIRE SUPPRESSION WATER CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY -_ SHEET TITLE: 2558 SQ BUILDING AREA INCLUDING 3 BEDS, 2.5 BATH, 1 LAUNDRY AND 2 CAR THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT WILL BE PHYSICALLY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED GARAGE. TO THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING BETWEEN OCTOBER 1 TO APRIL 15. soft% ALSO 648 SQ ATTACHED ADU. WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE CONTAMINATION OF THE POTABLE OF THE WATER SUPPLY OF THE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER H- ALL NEW ELECTRICAL SERVICE (POWER,PHONE,AND/OR CABLE) COVER SHEET PRECEDING AT HIS OWN RISK. CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE SHALL BE UNDERGROUNDED. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY APPLICANT(S). I- TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS SETBACK INFORMATION : 2019 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7. INSPECTOR FOR FINAL INSPECTION. OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS g_ ALL CONSTRUCTION SITS MUST COMPLY WITH APPLICABLE PROVISIONS OF PROJECT ID: ---- CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7. J- A LICENSED LAND SURVEYOR OR AUTHORIZED CIVIL ENGINEER PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS WILL PREPARE AND SUBMIT,TO THE PUBLIC WORKS DEPT,AN DATE: FEB.2022 FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SETBACKS PROPOSED PROPOSED SPECIFICATIONS. APPROPRIATE TO THE PROJECT. CFC CHP.33. ELEVATION CERTIFICATE FOR THE NEW STRUCTURE/ADDITION. DESIGN PRINCIPLE : 1ST 2ND SCALE: N.T.S SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY K- TO INITIAL RELEASE OF BONDS, CONTACT THE PUBLIC WORKED ARCHITECTURAL STYLE:SPANISH STYLE FRONT 20'-0" 29'-10" DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF INSPECTOR FOR FINAL INSPECTION. MAIN 38'-2" 30'-7" THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE 1.TERRACOTTA ROOFS DRAWN BY: S.A. ADU 16'-7" REAR RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY L- ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, 2.ST000O WALLS MAIN 5'-11" 17'-4" OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO 3.ORNAMENTATION SHEET NUMBER: RIGHT ADU 30'-4" THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- LANDSCAPED AREAS. 4.SMALL WINDOWS MAIN 5'-5" 15'-0" CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN M- PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF 5.WOODEN SUPPORT BEAMS LEFT ADU 5'-0" RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED 6.LOCAL MATERIALS WORK. WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN 7,1/1/OODEN SUPPORT BEAMS AmOOmOl ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. 57.00' Community Development Department PRIVACY PLANTS PER LANDSCAPE DESIGN Planni VI - CU e O 2% 2% 2% 2% F 6'HT.EXISTING � � WOODEN FENCE D OTECTION NOTES : : �Sl w w TO REMAIN 'CUPERTINO Case # R-2022-033 - - - - - - - - - - - - - LL IL Application Number(s) 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF PROPOSED GRADING Q1 Approval Body: Di1gJfITRENCHING TO THE TREES DESIGNATED FOR PRESERVATION. CONSTRUCTION AND Approval ate tWONG SHOULD NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND LEVEL BENEATH TREE VAC , � l�Mkr% IF THE GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, MS IL (HEAT DESIGN ELECSignature Gian o 200"AMP. 0"AMP. THEa .H.IgTE T ARB RI T HALL ADDRESS AND MITIGATE THE IMPACT TO THE TREE(S). MAIN METER METER o "MAIN HOUSE" 'ADU' O O 5' z, 30'4" 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT TO THE Ao0 PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION OPERATIONS BY ILE! Jo 5o M AMSDESIGN 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 4010 J O E,CA9 AVE#101, ARCHITECT. THE TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING 0 SANJO15) CA95117 TELL:(415)254.1606 IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE CONSTRUCTION it �f ILL E-MAIL:OFFICE@AMSDESIGNLLP.COM WORK. 3 � LL MD 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP LINE AREA OF ANY 5 TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE DIRECTOR OF COMMUNITY a M DEVELOPMENT. - 12 0 ILL o THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH 5' M 19'2" THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE 1 4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER FOR THE TREE, 2NO 5' 2ND FLOOR PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE THE SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS TO PRECLUDE THE o EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE F AMS CUTTING OF ROOTS. PRIOR TO INITIATING ANY TRENCHING WITHIN THE BARRIER APPROVAL BY 4. PLANSN.ANYD ON ECREPA DISCREPANCIS Y DISCOVERED DONTHWITHOUT THESE HE PLANS LL PRIOR STAFF WITH CONSULTATION OF AN ARBORIST SHALL BE COMPLETED. 1'S„ DESIGN.ANYDISCREPANCYDISCOVERED N QUESTION. ALL WRITTEN // z TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE SHALL BE Q 5 3 GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND DESIGN OF TREE WELLS. Q 0 z/ 3 V 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO CONSTRUCTION 9 - O CD MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED UNDER A TREE. � S% N o �Q= o =?E M 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY TREE SELECTED TO « 3 N REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT SURVEILLANCE. LO __ N � M � 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS DEFINED BY (� < 5 3 2ND FLOOR U CALIFORNIA BUSINESS AND PROFESSIONAL CODE, TO PRUNE AND CUT OFF THE BRANCHES THAT 3 LL Q CY) MUST BE REMOVED DURING THE LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF STAFF. 21060 HOMESTEAD RD. SUITE 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED N Q 216, CUPERTINO, CA 95014 IMMEDIATELY BY AN APPROVED TREE SURGEON. J 5'-5" a M 3 5'-11" TEL:(408) 992-1229 > w > o a d 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE PERMITTED WITHIN THE 3 PROJECT NAME: DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED. """ � 3:12 UL 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE FENCING AROUND 1'-5" TREES TO BE PROTECTED. r-j RALYA ,l F - C") co 3:12 RESIDENCE GRADING AND DEMO NOTES : �� d N ° a 20' a 18625 RALYA CT., N M o 1:��Oozr CUPERTINO, CA 95014 EL - - M o° NEW FRONT YARD TREE SHALL BE 24-INCH BOX OR LARGER,WITH A 1. CONTACT PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION, WHICH INCLUDES o °d a a 9'-3 N / MINIMUM HEIGHT OF 6 FEET. REVISION TABLE: DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS. - d N N I N 2. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. a a DRIVE wAY a4 4 ° WALK WAY o REVISION DATE BY DEP a a � � Z PAVERS PERVIOUS MATERIAL a \ 3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO ° a how IMPACT DEVELOPMENT I F THE WORK IS LEFT IN A CLEAN CONDITION. J 4 � 4. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 57.091/ \ � 5. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER Q RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL. / "EX" 20" TREE \ 1 Q 6. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND OR CABLE) SHALL BE UNDER GROUND. WATER O I U_ METER � I LL 0 7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL I INSPECTION. "EX" SIDEWALK Z ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR \ / cD LU DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. 8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM M-U ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR LJJ CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS. = BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL O SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES 9. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL I-_ TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS Z OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- R A L Y A CT. O DESCRIPTION OF THE WORK WHICH MANIFESTLY NECESSARY TO DEPARTMENT. Z CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR LJJ WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CC CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED 10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN. DISTANCE OF 10 FEET L DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND MEASURE PERPENDICULAR TO THE FACE OF THE WALL. WITH EXCEPTION: o DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY AND ONS AT THE PRIO TO NS A. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE INSTALLATION OF COMMENCEMENTOOF HEIR WORK. FAILURE TO DOS SO SHALLLNOT DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. PROPOSED SITE PLAN NORTH IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT B. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A 1 OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE MIN 2% AWAY FROM THE BUILDING. SC: 1�8"- 1'O" 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. 11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION. SHEET TITLE: EXTERIOR WALL LIGHT FIXTURE CUT SHEET PROPOSED GREEN BUILDING MEASURE NOTES: PRODUCT LEGEND : SITE PLANT il4w, PARAMETERS DETAILS EXTERIOR WALL LIGHT 1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS. I I ATTACHED ADU FIXTURE CUT SHEET BRAND DOUBLE CENTURY L - 2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO VEGETATED AREAS. MANUFACTURER DOUBLE CENTURY PROJECT ID: ---- Sinch ITEM WEIGHT 2.35 POUNDS 3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE. PACKAGE DIMENSIONS02 X 7.99 X 7.72 PRIVACY VIEWSHEDS A ITEM MODEL NUMBERNCHES DATE: FE6.2022 N W COLOR DCS-19021 B 7 T MATERIAL 3000K SCALE: 1/8" = 1' SPECIAL FEATURES ALUMINUM 2ND FLOOR SHADE MATERIAL DIMMABLE J FRONT YARD PAVING SURFACE AREA: 7.20inch TYPE OF BULB GLASS, ALUMINUM DRAWN BY: S.A. LED N FRONT YARD FRONT YARD: 1140 SQF ,_________________________ SHEET NUMBER: PAVING AREA: Accessories PROPERTY LINE [(DRIVE WAY/2)+WALK WAY]/FRONT YARD AREA X 100: DRIVE WAY/WALK WAY 4 1/2 +139 /1140 =31° < 40° 111 BLDG 1ST FLOOR FOOTPRINT LINE (( 3 ) ) ) /° /° AmOOmIO2 �------------------------� GRAPHIC SCALE : va INCH = ,FEET Quality Aluminum BLDG 2ND FLOOR FOOTPRINT LINE 0 2 4 6 8 10 20 30 F F 6' TALL WOODEN FENCE Community Development Department Plann'BUJ i f)fG� rtil OTES . 45'-11" 'CUPERTINQ APPROVED `�5-7" 2'-9" 13'-2" 24'-5" Case # R-2022-033 Apl Nlfll 59s kr-Ak,'EXCEPT THOSE ONLY FOR MECHANICAL EQUIPMENT r-3" 3's" o'10" 2'-s° s'0" 2's" 3'4" s'o° 5'-4" 5'0° 4'-s° AMS Approval Body: D9r'�c�oNQS�taqVER 200 SQFT IN FLOOR AREA), HABITABLE ATTICS AND c2p` DApproval ate EV/ERY2 SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE Signature Giar (E Y ESCAPE AND RESCUE OPENING. R310.1 HVAC o DESIGN a� l�l�a„ T CLEAR OPENABLE DIMENSION OF 24 INCHES IN HEIGHT.qE (HEAT PUMP) ADU MAX.RISE=7 3/4" "200"AMP. "1 0"AMP. 0SING=0.75'R310.1.2 ELEC.METER ELEC.METER - AMSDESIGN "MAIN HOUSE" ADU" b. MIN. NET CLEAR OPENABLE DIMENSION 20 INCHES IN WIDTH. - - - - - - - - -i- - - - - - W01-3630 TOT D01-8080 R310.1.3 I TMP OBSCURE TMP EGRESS II o 4010 MOORPARKAVE#101, SAN JOSE,CA 95117 c. MIN. NET CLEAR OPENABLE DIMENSION OF 5.7 SQFT IN AREA. I , -- \ I TELL FFI O:( 4.1606 E-MAIL: FFICE@AMSDESIGNLLP.COM GRADE FLOOR OPENINGS SHALL HAVE A MIN. NET CLEAR I 2'6"� 10'CEILNGHEIGHT IM I o OPENING OF 5 SQFT. 310.1.1 I BEDROOM ® I M d. THE HEIGHT OF BOTTOM OF EMERGENCY EGRESS OPENING I M SHALL HAVE NOT MORE THAN 44 INCHES MEASURED FROM THE I CLOSET o I - - v 2'-4"X 8'9" THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH 5'BATH 9" I THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE FLOOR. 310.2.2 I CDPLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE o M REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE 2- FOR KITCHEN A CLEAR PASSAGEWAY OF NOT LESS THAN 3-FEET I EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE , I ® I u� I PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS a BETWEEN THE COUNTER FRONTS AND APPLIANCES OR COUNTER I I - ,� I DESIGN.ANYDISCREPANCYDISCOVERED N QUESTION. ALL W ITTEN TO COMMENCEMENT E THE WORK IN QUESTION. ALL WRITTEN D02-2480 \ � DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. FRONTS AND WALLS. CRCR311 i - - - - - - - - - - - - - - - - - - - _ 5�-13" 3 SHOWER COMPARTMENTS AND WALL ABOVE BATHTUBES WITH M M INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, I "' "' I i NOSING 0.754 I "' NONABSORBENT SURFACE TO THE HEIGHT NOT LESS THAN 72 o I 3080 - - - - - - - � INCHES(6 FT). CRC R307.2 CD 4- THE DOOR BETWEEN GARAGE AND ENTRY REQUIRED TO BE SELF v D/� -L- +- w / I 10'CEILING HEIGHT LATCHING AND SELF CLOSING, SOLID CORE DOOR NOT LESS THAN I UMP KITCHEN&FAMILY - `P 1 6 20'-5"X 14'-0" 60 1-3/8 INCH THICK. 5- THE MAXIMUM RISER HEIGHT CAN BE 7.75-INCHES. MINIMUM TREAD I 21060 HOMESTEAD RD. SUITE DEPTH CAN BE 10-INCHES. FOR ANY TREAD DEPTH LESS THAN 11- °O // // 216, CUPERTINO, CA 95014 INCHES, A NOSING OF NOT LESS THAN 0.75-INCHES, BUT NOT MORE N I i L- W07.5046 I TEL:(408) 992-1229 D10-6080 THAN 1.25-INCHES SHALL BE PROVIDED. I N // CEILING UNDER AMU SHALL BE 1 HR MIN FIRE THE DWELLING UNITS SHALL BE SEPARATED FROM EACH / I O II I PROJECT NAME: RESISTANCE RATE W/ 1 LAYER 5/8" TYPE X OTHER BY WALL AND FLOOR-CEILING ASSEMBLY I I I 6- DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES N GYP BD. HAVING NOT LESS THAN A 1-HOUR FIRE-RESISTANCE RATING WHEN TESTED IN ACCORDANCE WITH ASTM E 1O'3"" DNV SHALL BE FULLY TEMPERED LAMINATED SAFETY GLASS OR B / _ _ _ 119 OR UL 263.FIRE-RESISTANCE-RATED FLOOR-CEILING _ _ _ _ B _� -ASSEMBLIESHA-EL ^T L E.� .Af+D B{i16H�P.GAfN A-03.01 THE EXTERIOR WALL. RALYA A-03.01 APPROVED PLASTIC. CRC R308.6.2 I HANDRAIL IS REQUIRED ON THE OPEN SIDE OF THE Q h / STAIRWAY AT A HEIGHT INTERMEDIATE INCHES TO 38 INCHES R E S I D E N C E GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS I ILS SPACED SUCH HAT A SPHE EAND SHALL V4-3//8NCHES IN DIAMETER CANNOT TMP PASS THROUGH.CRC R312.2 EX.#2 AND R312.3 EX.#2 WITHIN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET D09-3080 D11-2880 THE MAXIMUM RISER HEIGHT CAN BE 7.75-INCHES. N - MINIMUM TREAD DEPTH CAN BE 10-INCHES.FOR ANY SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR / 0'11" LESS THAN 0.75SST HES,AN BUT NOT MORE TGOFNOT r,� � C I I� I LESS THAN 0.75-INCHES, BUT NOT MORE THAN 1.25- II I 18625 RALYA CT., ti z M < INCHES SHALL BE PROVIDED. , C U P E RT I N 0, CA 95014 N w 2 3'6" UP II 4'_0„ APPROVED PLASTIC. CRC R308.5 co Qo 7- GLAZING IN AN INDIVIDUAL FIXED OR PORTABLE PANEL ADJACENT � �Z I UTILITY/ - E N ---.w LAUNDRY II I REVISION TABLE: TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING V) � 5'-0"X5'-0" ST RA E U=5 o I . I I �'X Q _ A CESST N tl IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN =Q Z I o M " I I `R�e x24E I of II I REVISION DATE BY DEP A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF _� �m M2'4" u E.w 11 GLAZING IS LESS THAN 60-INCHES ABOVE THE WALKING SURFACE � U POWDER �Q ANY ENCLOSED,ACCESSIBLE SPACE UNDER THE Q 2 I m STAIRS SHALL HAVE -INCH GYPSUM BOARD SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR N =Q Z -� ® I _ 1/2-INCH THE ENCLOSED SIDE OF THE WALLS,UNDER- \=Q I I o STAIR SURFACE AND SOFFITS. CRC R302.7 ICI APPROVED PLASTIC ( I.E. SIDE LIGHT AT NEW MAIN ENTRY DOOR) I HALL o I ° m CRC R308.4.2 o i 1'4" WH D07.3080 IO'CEILING HEIGHT 8- MINIMUM 36" DEEP LANDING IN THE DIRECTION OF TRAVEL AT NEW rP FUR. i KITCHEN&FAMILY - - - - - - - J I 24'-0"X31'-Y EXTERIOR DOORS SHALL BE PROVIDED. LANDING TO BE NOT MORE I o M 0 THAN 7-3/4 INCHES LOWER THAN THE DOOR'S THRESHOLD FOR IN- o I THE AREA OF FLOOR USED FOR PARKING OF m BE SWINGING AND SLIDING GLASS DOORS AND NOT MORE THAN 7" FOR I SLOPP DO TOEFAOCILITTATERTHEHICLES MOVEMENTLOF LIQUIDS TO A DRAIN OR TOWARD THE MAIN IN-SWINGING AND MAIN ENTRY DOOR. VEHICLE ENTRY DOORWAY R309.1 . GARAGE ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR O OBSTRUCTIONS ARE ALLOWED WITHIN 20'X20' 20'-0"X 20'-11" I I DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. 9- NEW ENTRY DOOR SHALL BE OPENABLE FROM THE INSIDE OF THE I ARAGE I ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR M CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL DWELLING WITHOUT USE OF KEY SPECIAL KNOWLEDGE OR EFFORT. o I CEILING OF THE PRIVATE GARAGE (ATTACHED I BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY DO NOT OR LESS THAN 3' FRPM DWELLING) SHALL BE ® PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SEPARATED FROM THE DWELLING UNIT ABOVE I SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES CRC SEC. R311.2 BY NOT LESS THAN A 5/8" TYPE X GYPSUM TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. BOARD OR EQUIVALENT T-R302.6 10- 1/2" GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING TO OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO AREA (D-07) TO BE MINIMUM 1-3/8" THICK CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR BE INSTALLED ON THE GARAGE SIDE AT SEPARATION WALL BETWEEN I SOLID-CARE WOOD, 1-3/8"STEEL HONEYCOMB -N- - - I WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE DOOR, OR 20-MINUTE FIRE RATED DOOR CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED GARAGE AND RESIDENCE. (GARAGE MUST BE SEPARATED FROM THE I EQUIPPED WITH A SELF-CLOSING AND SELF- I DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND LATCHING DEVICE PER CRC R302.5.1 I DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. DWELLING AND ITS ATTIC AREA CRC SEC. R302.6 AND TABLE R302.6 I M ELEC CAL FIRE PLACE ) `� � � 1/2-INCH GYPSUM BOARD FROM FOUNDATION � SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL TO ROOF SHEATHING ON THE GARAGE SIDE AT VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO 5/8" TYPE "X" GYP. BOARD FINISH ON THE GARAGE SIDE OF THE WALL I SEPARATION WALL BETWEEN GARAGE AND / I COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RESIDENCE SHALL BE PROVIDED PER CRC N l RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. IS REQUIRED. ALSO THE GARAGE SHALL BE SEPRATED FROM THE I R302.6 AND TABLE R302.6 / I o / /II\ IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE DWELLING SPACE ABOVE, BY 5/8" TYPE "X" GYP AT THE CEILING. / / I \ / I I FOUND, THE DESIGN IN WRITINGCONTRACTOR ROBTAIN SUB-CONTRACTOR CO WRITTEN CTOR SHALL NNFOTIF AMS '-8" 14' " 11- BATHROOMS & KITCHEN: / \I/ �/ I \ i DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. 11.1- 22" MIN SHOWER DOOR CLEARANCE. � I D10-080 / $FFCE I SHEET TITLE: TMP / / 13' 1' 8'-11.1 11.2- TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING I - i II I I I I I PROPOSED1ST WINDOWS. I - - - - - - - - - - - - - I CEMENT BOARD SUBSTRATE FOR SHOWER WALLS. II / D05-16080 - I I I NORTH FLOOR PLAN I[ I MAX.RISE=7 3/4" I I pcyQ656 s�/\� - - - - - - - - - - - - - - - -I- - �- - - NOSING=0.75" �-- �L 11.3- LAVATORY FAUCETS TO HAVE A FLOW RATE OF NO MORE THAN I W05•656 I W05-26561 W05-2656 1.2 GPM OR LESS AT 60 PSI AND NOT LESS THAN 0.8 GPM OR LESS AT c2p` - - -20 PSI. (CALGREEN 4.303.1) DI IIPROJECT ID: ---- 11.4- WATER CLOSETS TO HAVE A FLOW RATE OF 1.28 GALLONS/ DATE: FEB.2022 FLUSH OR LESS. (CALGREEN 4.303.1) `_2'-6" 16-0" 2'6" 1'-9"� 6'-0" 1'41� LEGEND . 11.5 -CEMENT BOARD SUBSTRATE (IE. DUROCK OR SCALE: 1/4" = 1' 21'-0" 9'-6" 14'-11" � __1 WONDERBOARD,ETC) FOR TILE APPLICATION SURROUNDING THE J I I ATTACHED ADU BATH TUB WALLS . 45'-5" L �' DRAWN BY: S.A. 11.6- KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS OU 1 HOUR FIRE RATED FLOOR/CEILING SHEET NUMBER: AT 60 PSI. (CALGREEN 4.303.1) PROPOSED 1 ST FLOOR PLAN � � ASSEMBLY 11.7- SHOWER HEAD TO HAVE A FLOW RATE NOT TO EXCEED OF 1.8 GPM AT 80 PSI. (CALGREEN 4.303.1) SC: 1/4"= 1'-0" GRAPHIC SCALE : 1/4 INCH = 1 FEET 1 HOUR FIRE RATED WALL AmOl . O l 0 1 2 3 4 5 10 15 NEW CONSTRUCTION WALL Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-033 Application Number(s) Approval Body: Director/Staff Approva I ate 09/19/22 D o D AMS 0 Signature Gian Paolo Martire DESIGN Case Manager — — — — — — — — — — — — — — — — — — — — I I I I AMSDESIGN F 4010 MOORPARK AVE#1 01, I 21'8" I SAN J E OSE,CA 7 LL:(4 5)254.606 E-MAIL:OFFICE@AMSDESIGNLLP.COM 24'-5" 8'7" 14'-0" 1'-3" 3'-6" 3'-10" 3'-11" 6-0" 4'-1" - THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH N Q THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE o I PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE o PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR _ I � TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN 4-7" 16 W15-3630 W17-6050 / I ' ' 11" u u DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. TMP OBSC RE EGRESS ❑❑ GI g� o o _ 2'6"�k 1'6" 1'6" w o �� I �� I I E I I DIN 4 MASTER BA H M �' I O B'O"X 8,0„ o i I - _ a\- -- - _ _ — — — 10'CEILING HEIGHT / oP "? I I T MASTER BEDROOM / — — — zo — — — �o M p iv ° I 13'-2"X 13'-5" o D W" D \ / I I I 21060 HOMESTEAD RD. SUITE 216, CUPERTINO, CA 95014 B _ _ + _- - - - _ / - - - -I - - - - B I 8" TEL:(408) 992-1229 A-03.0 �n A-03.01 r, I ALK-IN CLOSET 8'-0"X 5'-0" _ m N Cp a N K PROJECT NAME: C r L — — — D19-2880 — — 24'-7" GAURDRAILING HEIGHT: 3'-6" ABOVE F.F. GUARD SHALL —o I ' RALYA HAVE INTERMEDIATE RAILS SPACED SUCH THAT A SPHERE 4- 3'-11" LAUNDRY // M I ED I I 13 4" 0 3/8 INCHES IN DIAMETER CANNOT PASS THROUGH. CRC si �, R312.2 EX.#2 AND R312.3 EX.#2 0 / 0"X 5'-� � o I 4'-2� 6'-0" 10'-111, _ I II - - - - RESIDENCE q STAIRWELL �~ 10'_10"X7�_1„ = w`u WV DR. 0'11" L - - - - - - - - - - J w ' I 11'-1" _u, 18625 RALYA CT., 3'6„ DN xo M M o I - 12_3— _ CUPERTINO, CA 95014 V. o / C -4 1' " 1'-3" Iz 4- / BATH 2'-6" m I L REVISION TABLE: s'-a'x 5' LOSET I / � / -0. I O� co N 7'3"X 2'-1" (WY 30"x 3C"/V c \ - o I o JsTnc Accssll o N I I REVISION DATE BY DEP F_ I 17-6880 3-4 / -zsso ® CLOSET / 8,_0 x 2,_4, apN 8" l o D15-7580 / 10'CEILINGHEIGHT FLOOR AREA DIAGRAM (PROPOSED PLAN) : 1'5" BEDROOM / 12'-0"X 1V-0" / I I SCALE: 1/8" : 1' / 10'CEILINGHEIGHT / I FLOORS SPACES SIZE AREAS (SQF) TOTAL N �_ BEDROOM / I 11'-0"X 12'-0" / / I ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. A 22'-9" X 13'-10" 315 ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR / \ _� 2ND CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL a' I / W12-5050 0 / / ® I BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT — / I " B 24'-8" X 23'-2" 571 920 PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL EGRESS FLOOR SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES 6 F�„ / \ I TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. , C 13'-4" X2'-7" 34 / - W12-5050 0 I OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- `j? o DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO I — — — — — — —� D 37'-8" X24'-7" 926 CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE 6'4' E 1 1 ' 6" X 10' 11" 126 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED 1ST DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 3'-1" 5'-0°��3-4- 4'-0" 11 5'-0" 11 4'-0"� F 6'-0" X5'-0" 30 1163 SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL FLOOR VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO 13'-0" G - 57 COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.r IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT F '24'-5" H 9'-3" X 2'-7" 24 OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS 23'-3" X 4'x2" 97 DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. GARAGE 1 23'-0" X6'-O" 138 475 SHEET TITLE: CP_>_ D K 19'-4" X10'-1 1" 211 PROPOSED 2ND FLOOR L 1 1 '-1" x2'-7" 29 PLAN / FLOOR AREA TOTAL BUILDING AREA 2558 DIAGRAM A 21'-8" X 21 '-7" 468 PROPOSED 2ND FLOOR PLAN ATTACHED B' 16-1 1" x 6-10" 116 1 648 PROJECT ID: ---- SC: 1/4"=1'-0" AD U 7'-1" X4'-7" 32 DATE: FEB.2022 NORTH 6'-0" x5'-5" PORCH M 12'-3" X3'-5" 42 286 SCALE: 1/4" = 1' N 24'-5" X 10'-0" 244 DRAWN BY: S.A. SHEET NUMBER: LEGEND : GRAPHIC SCALE : 114 INCH = 1 FEET AmOl n O 2 0 1 2 3 4 5 10 15 NEW CONSTRUCTION WALL Community Development Department Planning Division — Cupertino CUPERTINQ APPROVED Case # R-2022-033 Application Number(s) CLASS A TILE ROOFING. INSTALLATION Approval Body: Director/ Staff PER MANUFACTURE RECOMMENDATION. Approval Date 09/19/22 VERIFY WITH OWNER OR DESIGNER FOR MS COLOR.(EXAM P.:EAGLE ROOF TILE WITH Signature Gian Paolo Martire PRODUCT NUMBER :4678 OR EQUAL) 27'-2"TOP HT. DESIGN Case Manager ABOVE N.GRADE �4 4� AMSDESIGN 12 12 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 10'PLATE HT. 4010 MOORPARK AVE#1 01, ABOVE F.F. TELL:(415)254.1606 J E-MAIL:OFFICE@AMSDESIGNLLP.COM I GRDRAILING HEIGHT: ABOVE F.F. r w1a5o50- w12-solo GUARD INTERMEDIATE SHALL HAVE INTERMEDIATE RAILS SPACED SUCH THAT A SPHERE 4- q CLASS A TILE ROOFING. INSTALLATION 3/8 INCHES IN DIAMETER CANNOT PASS THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH PER MANUFACTURE RECOMMENDATION. 19 THROUGH. CRC R312.2 EX. #2 AND THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE VERIFY WITH OWNER OR DESIGNER FOR R312.3 EX. #2 PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE COLOR.(EXAM P.:EAGLE ROOF TILE WITH REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE PRODUCT NUMBER :4678 OR EQUAL) EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE 1 1'-0"PLATE HT.(ENTRY) 3 3 \ PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS / CD CD DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR ABOVE F.F. \ 12 12 N F.F.2ND FLOOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN N DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. - - — — — — — — — — — — — — — — — — — — — — — — — — — — -— — — — — — — — — — — — — — /— — - - - - - - - -3 - -' — — — — — — \ — - - -- — — — —� — — — — — — — — — — — — — — — — — — — — — — —_ / - 10' PLATE HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. wr do — — — — -11 —11 J W J L. Q Z Q Z 0 CL O o v � W05-2656 W05-2656 W05-2656 W05-2656 0 OcL a o Lu o5 5 D10so6o 5'11 ? o 0 0 0 U m 5'S"FROM PROPERTY / 5'-11"FROM PROPERTY U ca w Q LINE TO EXTERIOR WALL D05-16080 LINE TO EXTERIOR WALL w Q Lu 21060 HOMESTEAD RD. SUITE < T1 T1 r < 16"ABOVE o STUCCO o 0NATURAL GRADE F.F. 216, CUPERTINO, CA 95014 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NATURAL GRADE LINE PROJECT NAME: MAX. RISE=7 3/4" RALYA RESIDENCE 1 7�SC OPOSED FRONT (SOUTH) ELEVATION 18625 RALYACT., 4"— V-0" CUPERTINO, CA 95014 REVISION TABLE: CLASS A TILE ROOFING. INSTALLATION REVISION DATE BY DEP PER MANUFACTURE RECOMMENDATION. VERIFY WITH OWNER OR DESIGNER FOR COLOR.(EXAM P.:EAGLE ROOF TILE WITH PRODUCT NUMBER:4678 OR EQUAL) 27-2"TOP HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE N.GRADE 4 4 12 12 10'PLATE HT. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. W15-3630 / STUCCO ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR W17-6050 o DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. CLASS A TILE ROOFING. INSTALLATION / o ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR PER MANUFACTURE RECOMMENDATION. / CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL VERIFY WITH OWNER OR DESIGNER FOR / \ BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT VERIFY WITH(EXAM .OWNER ROOF TILE WITH / / \ \ PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL COLORPRODUCT NUMBER :4678 OR EQUAL) / - \ SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES / / a 3 0 \ TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. 12 0 �3 3�\ \ OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- 12 12 \ \ N F.F.2ND FLOOR DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO \ N 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 f \ 10' PLATE HT - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. ABOVE F.F. SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT w — I I w RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK. Z Il I ? IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT Q W01-3630 Q OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE z a I z Lu a FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS � O W07-5046 MAIN � O DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS a ADU HOUSE I d o DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. z z 5'-11" L :n I! � z z _ o - D10-6080 D01.8080 5 0„ p I Electrical Metertrical Meter � p o I SHEET TITLE: Q 5 5-5"FROM PROPERTY I Q o U cc LINE TO EXTERIOR WALL 5'-1 1"FROM PROPERTY I U m w Q LINE TO EXTERIOR WALL I w Lu o STUCCO I --o < 16"ABOVE PROPOSED NATURAL GRADE I2 0 F.F. - - — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - — I - - — - - Outdoor Compressor Unit— — — — — — — — — — — — — — - - I — — — — — — — — — — — — - - - - - - -- - ELEVATIONS 11 NATURAL GRADE LINE PROJECT ID: --- MAX. RISE=7 3/4" DATE: FEB.2022 SCALE: 1/4" = 1' PROPOSED REAR (NORTH) ELEVATION 2 DRAWN BY: S.A. 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INSTALLATION Planning Division — Cupertino PER MANUFACTURE RECOMMENDATION. VERIFY WITH OWNER OR DESIGNER FOR CUPLRTIN4 APPROVED COLOR.(EXAM P.:EAGLE ROOF TILE WITH Case # R-2022-033 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —PRODUCT NUMBER:4678 OR EQUAL) 27'-2"TOP HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Application Number(s) ABOVE N.GRADE Approval Body: Director/Staff12 4 4 Approval ate 09/19/22 — — 12 AMS Signature Gian Paolo Martire 10'PLATE HT. DESIGN Case Manager — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ABOVE F.F. MASTER BATH WALK IN-CL05ET 5TAIRWELL BEDROOM AMSDESIGN GAURDRAILING HEIGHT: T-6" ABOVE F.F. GAURDRAILING HEIGHT: T-6"ABOVE F.F. 4010 MOORPARK AVE#101, CLASS A TILE ROOFING. INSTALLATION ® GUARD SHALL HAVE INTERMEDIATE RAILS GUARD SHALL HAVE INTERMEDIATE SAN JOSE,CA 95117 PER MANUFACTURE RECOMMENDATION. q SPACED SUCH THAT A SPHERE 4-3/8 INCHES RAILS SPACED SUCH THAT A SPHERE 4- q TELL:(415)254.1606 VERIFY WITH OWNER OR DESIGNER FOR IN DIAMETER CANNOT PASS THROUGH. CRC 3/8 INCHES IN DIAMETER CANNOT PASS o E-MAIL:OFFICE@AMSDESIGNLLP.COM COLOR.(EXAM P.:EAGLE ROOF TILE WITH R312.2 EX. #2 AND R312.3 EX. #2 THROUGH. CRC R312.2 EX. #2 AND PRODUCT NUMBER:4678 OR EQUAL) Shower[60] Cl) R312.3 EX. #2 \ 11'-0"PLATE HT.(ENTRY) 12s 12 ABOVE F.F. N F.F.2ND FLOOR Ir N ATTIC = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE 10' PLATE HT. PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — - - - REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE FIRE SEPARATION SHALL BE FROM FOUNDATION TO ABOVE F.F. EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE BEDROOM UNDERSIDE OF ROOF SHEATHING PER 2019 CRC R302.3 GARAGE 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 THE DOOR BETWEEN GARAGE AND LIVING AREA (d-07) TO BE DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. MINIMUM 1-3/8' THICK SOLID-CARE WOOD, 1-3/8" STEEL KITCHEN& Glass Island Hood HONEYCOMB DOOR, OR 20-MINUTE FIRE RATED DOOR EQUIPPED FAMILY WITH A SELF-CLOSING AND SELF-LATCHING DEVICE PER CRC R302.5.1 0 5 6 o 0 0 D09-3080 ANY ENCLOSED, ACCESSIBLE 080 I SPACE UNDER THE STAIRS o SHALL HAVE 1/2-INCH GYPSUM Y s 0 BOARD ON THE ENCLOSED o SIDE OF THE WALLS, UNDER- c., STAIR SURFACE, AND 16"ABOVE SOFFITS. [CRC§R302.7] NATURAL GRADE F.F. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �(— — — — — — — v NATURAL GRADE LINE f a 9 as a a z CRAwLSPACE 21060 HOMESTEAD RD. SUITE 216, CUPERTINO, CA 95014 TEL:(408) 992-1229 PROJECT NAME: THE WALL SEPARATING THE ADU FROM THE MAIN HOUSE SHALL BE CONTINUOUS A-A CROSS SECTION TO FOUNDATION. CRAWL SPACE CANNOT HAVE ANY COMMUNICATION. RALYA 1 SC: 1/4"=V-0" RESIDENCE 18625 RALYA CT., CUPERTINO, CA 95014 REVISION TABLE: CLASS A TILE ROOFING. INSTALLATION REVISION DATE BY DEP PER MANUFACTURE RECOMMENDATION. VERIFY WITH OWNER OR DESIGNER FOR COLOR.(EXAM P.:EAGLE ROOF TILE WITH PRODUCT NUMBER :4678 OR EQUAL) 27'-2"TOP HT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE N.GRADE M 4 M ATTIG 4 12 12 10'PLATE HT. rk — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE F.F. D19-2880 MASTER WALK-IN BEDROOM GL05ET ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR TUGG o 0 o DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CLASS A TILE ROOFING. INSTALLATION CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL PER MANUFACTURE RECOMMENDATION. BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT VERIFY WITH OWNER OR DESIGNER FOR PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL COLOR.(EXAMP.:EAGLE ROOF TILE WITH SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES PRODUCT NUMBER :4678 OR EQUAL) TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK. N F.F.2ND FLOOR OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- N DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO _ CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR Q3 ATTIC 3 _ WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE 12 12 10' PLATE HT. CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — q — — — — — — — — — — — — — — — — — DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND KITCHEN& ABOVE F.F. DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.FAMILY FIRE SEPARATION SHALL BE FROM FOUNDATION TO KITCHEN& UNDERSIDE OF ROOF SHEATHING PER 2019 CRC R302.3 FAMILY SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL (ADU) VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT D11-2880 IFRELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING ANY VARIATION,D SCRE ANCY OR OMISS ON(BETWEEN THE INTENTWORK. OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS 05-2 W05-2656 W05-2656 W05-2656 0 o o DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS 0 0 o DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. D 0 30 0 D09-3080 SHEET TITLE: O O m Freezer on Top O ABOVE PROPOSED �" NATURAL GRADE F.F. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - -- NATURAL GRADE LINE SECTIONS CRAWL 5PAGE `D CRAWL 5PAGE q PROJECT ID: ---- DATE: FEB.2022 THE WALL SEPARATING THE ADU FROM THE MAIN HOUSE SHALL BE CONTINUOUS SCALE: 1/4" = 1' TO FOUNDATION. CRAWL SPACE CANNOT HAVE ANY COMMUNICATION. B-B CROSS SECTION DRAWN BY: S.A. 2 SC: 1/4"=V-0" SHEET NUMBER: AmO101 Commu ity Development Department Pla ning Division - Cupertino CUPERTINO APPROVED Case# R-2022-033 Application Number(s) Z Approval Body: Director/Staff O Approval Date 1 09/19/22 Signature Glan Paolo Martire ce- Case Manager LEGEND 10 30 50 EXISTING CONTOUR LINE 0 20 40 100 ---200--- NATURAL GRADE CONTOUR LINE GRAPHIC SCALE 1" = 30' FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED o ( ) RECORD INFORMATION CENTERLINE c� 0 CURB INLET m CURB LINE DRIVEWAY APRON a a a a a ELECTROLIER BASIS OF BEARINGS 0__0 THE BEARING NORTH 88°59'01 " EAST OF THE MONUMENT LINE OF RALYA CT AS LA x x x FENCE SHOWN ON THAT MAP OF TRACT NO 1183 FILED FOR RECORD IN BOOK 11 OF MAPS PAGES 11 THROUGH 13, SANTA CLARA COUNTY RECORDS, AND AS FOUND �`' PORFIRIO �G FIRE HYDRANT MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. ( OSCAR OSUNA o ® FLAT GRATE INLET L O R E E AVE No. 8921 o H PwR OVERHEAD POWER LINE *�gExp. 9-30-22�\* o H TEE OVERHEAD TELEPHONE LINE F OF CA\A ss SANITARY SEWER LINE O SANITARY SEWER MANHOLE ���� PORFIRIO OSCAR OSUNA 0 SANITARY SEWER CLEANOUT I I I I I I PLS 8921 EXP. 9-30-22 SIGN SD STORM DRAIN LINE REFERENCES: LOT 77 LOT 76 LOT 75 R1TRACT NO. 1183 44-M-11 TO 13 O STORM DRAIN MANHOLE o UTILITY BOX I RI I RI I RI I I I Q -o- UTILITY POLE I I o I I I I I > LL_I w WATER LINE -J W WATER METER !, 0 O BENCH MARK S89°39'45"W 57.00' R1 _ _ _ o m DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE WATER VALVE S89°39'45"W 57.00' - - - - SOUTH-EASTERLY CORNER OF LOT AS SHOWN: - - - - - - - _ _ S89°39'45"W 57.00' R1 57.00' 57.00' 72.00' o EM ELECTRIC METER (3 PROJECT BENCHMARK 173.32' (NAVD88 DATUM) WH WATER HEATER w Z 1n CD © GAS I I I I o o CD _CD of I I o LOT 236 0l (CD o LOT 239 LOT 240 LOT 241 CD 0 00 U� ABREVIATIONS LOT 237 LOT 238 � 7 APN ASSESSOR'S PARCEL NUMBER CD R1 R1 Ln R1 R1 CD 30 30 BM BENCH MARK R1 ozI o R1 0 oI I o CATV CABLE TELEVISION OVERHEAD c M ° cl� U 4C Z I I oz APN NO.: 375-25-005 °o D CURVE DELTA o' z o N c zl I I DRWY DRIVEWAY CDDS DOWNSPOUT c o c FF FINISH FLOOR _ L=20.45' R=45.00' OT GROSS AREA: 5,700± F o LU > �o c =2s°o1'56" N ; FL FLOW LINE ELEVATION > o ��,00 I GFF GARAGE FINISH FLOOR v �' _J c z 1- o =31.�2 00o IP IRON PIPE W .� g p . L CURVE LENGTH 37.25' S89°39'45"W 57.00' R1 57.00' 57.00' 57.00' 52.00' R# REFERENCE DOCUMENT W Z I oAd M-M MONUMENT TO MONUMENT Z N r-� O.H. PWR OVERHEAD POWER LINE - w (BASIS OF BEARINGS) z 49.75' R1 O.H. TEL OVERHEAD TELEPHONE LINE M 5.00 — S89°39 45"W 317.25' R1 _ _ _9°39'45"W 50.00' 5.00' PCL PARCEL Z c Z M T_ N88°59'01 "E 422.03' M-M CALCED PER R1 P.M. PARCEL MAP LU d J o FOUND CITY I oo BENCHMARK: N88°59'01 "E 422.04' M-M FOUND CITY RTN PORTRADIUS ION MONUMENT I o ELEV. 173.32' MONUMENT SD STORM DRAIN N LO MAG NAIL RALYA CT SS SANITARY SEWER J in TC TOP OF CURB ELEVATION N J 0 TEMP. TEMPORARY z z tj PUE PUBLIC UTILITY EASEMENT w No WILE WATER LINE EASEMENT M I� z � Q � N NOTES: J N v 1 . DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. w 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q $ 0 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME M o o N TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. z o 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. C O 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND O V U O o OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF — L UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). = J CV CD 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. Q ti 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 0f Q co 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY Q OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE z co NOT SHOWN ON THIS MAP. 0 00 Q o J 0- 0 Lij 0- C a N SHEET BT1 OF 2 SHEETS Commu ity Development Department Pla ning Division - Cupertino CUPERTINO APPROVED Case# R-2022-033 Application Number(s) Z Approval Body: Director/Staff O Approval Date 1 09/19/22 Signature Glan Paolo Martire ce- Case Manager LEGEND 10 30 50 EXISTING CONTOUR LINE 0 20 40 ---200--- NATURAL GRADE CONTOUR LINE GRAPHIC SCALE I 1" = 10' FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED o a ( ) RECORD INFORMATION C fTl CENTERLINE _ _ _ U — — — S89°39,45"W 57.OQ�' R1 S89°39'45"W 57.00' — — X X --" .Krx x - 0 CURB INLET S89°39'45"W 57.00' R1 CURB LINE DRIVEWAY APRON I x` ELECTROLIER I BASIS OF BEARINGS 0__0 �5c� I THE BEARING NORTH 88°59'01 " EAST OF THE MONUMENT LINE OF RALYA CT AS �P� ND LA x x x FENCE x� SHOWN ON THAT MAP OF TRACT NO 1183 FILED FOR RECORD IN BOOK 11 OF SG MAPS PAGES 11 THROUGH 13, SANTA CLARA COUNTY RECORDS, AND AS FOUND CO PORFIRIO FIRE HYDRANT �G o MONUMENTED, WAS TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. o OSCAR OSUNA CD® FLAT GRATE INLET �74 � = X No. 8921 ;U Exp. 9-30-22 o H PwR OVERHEAD POWER LINE �P o H TEE OVERHEAD TELEPHONE LINE I EX. ELECTRIC METER I 9TFOF CAV\F��� ss SANITARY SEWER LINE x O SANITARY SEWER MANHOLE EX. ELECTRIC METER a �� X o SANITARY SEWER CLEANOUT � � x x � 5 PLS 8921 EXP. 9-JO-22 0 SIGN 4 9, EM x x`� SD STORM DRAIN LINE I REFERENCES: LOT 236 LOT 237 LOT 238 R1 TRACT NO. 1183 44-M-11 TO 13 OO STORM DRAIN MANHOLE i R1 CD fit°' RI o UTILITY BOX CDx� o R 1 0 CD �I �� APN NO.: 375-25-005 �� o -0- UTILITY POLE CD CD CD `n EX. HOUSE in w WATER LINE _CD LOT GROSS AREA: 5,700f SF W WATER METER " X CDBENCH MARK o FF 175.2 o N WATER VALVE I z z z DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE 7 4' SOUTH-EASTERLY CORNER OF LOT AS SHOWN: EM ELECTRIC METER I I PROJECT BENCHMARK 173.32' (NAVD88 DATUM) 1�• N '� X -H WATER HEATER '� x��� © GAS - X EX. GAS METER 25.7' 00 EX. GARAGE I ABREVIATIONS GFF 174.5 a I APN ASSESSOR'S PARCEL NUMBER BM BENCH MARK �0 E 5.0' a 9 o CATV CABLE TELEVISION OVERHEAD (, 0 D CURVE DELTA Z9 . N �DRWY DRIVEWAY w r '0 DS DOWNSPOUT c O c L=20.45' R=45.00' W E o c �. > 26°01'56" x��°c FF FINISH FLOOR FL FLOW LINE ELEVATION z >_ o GFF GARAGE FINISH FLOOR _J :3 0 IP IRON PIPE r Z o L CURVE LENGTH W °FD - o R# REFERENCE DOCUMENT W Z A \ Q M-M MONUMENT TO MONUMENT Z N cn w O.H. PWR OVERHEAD POWER LINE W O.H. TEL OVERHEAD TELEPHONE LINE Z 3M*ATER METER S89°39'4 57.00' R1 0 57.00' PCL PARCEL Z c z M P.M. PARCEL MAP W d J o x / 20" TREE--,,,,, z PTN PORTION 0 R RADIUS 0 � °' X SD STORM DRAIN z U' L — — w SS SANITARY SEWER J E Q TC TOP OF CURB ELEVATION N J c� o EX. CONC. SID ALK TEMP. TEMPORARY Z z Li o =x���' 9 PUE PUBLIC UTILITY EASEMENT \1 w o WILE WATER LINE EASEMENT °D � Q I � N EX-TRC 1173.76 EX-TRC 173.59 EX-TRC 173.56 EX-TRC 173.36 EX-TRC 173.20 N EX- FL V3.35 EX- FL 173.20 EX- FL 173.19 EX- FL 172.98 EX- FL 172.20 \ 83 BENCHMARK: NOTES: 49.75' R 1 I ELEV. 173.32' MAG NAIL — '�� S89°39'45"W 317.25' R1 1 . DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. w 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. Q $ 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME C) o �— N88°59'01 "E 422.03' M-M CALCED PER R1 TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. z o 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. =) U U p 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND O V 1 OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF Q UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). = J CV _ 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. Q ti o 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). Q co CD8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY Q I OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE z Cfl NOT SHOWN ON THIS MAP. 0 00 Q o — 0— I J 0 LU 0- 06 Z W � a V a SHEET BT2 OF 2 SHEETS