R-2022-028, RM-2022-027 - Approved Plan Set Community Development Department
Planning Division - Cupertino
CuFLRTINO APPROVED
Case # R-2022-028,
AKIVIAiZU"itU4T 18720 HANNA DR .
Approval Body: Director/ Staff
Approval Date 11/29/22 1AMS
Signature Emi Su i ama DESIGN
Case Manager CUPERTINO , CA 95014
AMSDESIGN
4010 MOORPARK VACINITY MAP : PROJECT CONTACT: FIRE NOTES : LOCAL TABLES / NOTES : SANJ4SE,CA9511VE#101,
SAN JOSE,CA 95117
15)254.1606
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Uri sti 18720 HANNA DR. CUPERTINO, CA, 95014 BUILDING AREA TO MORE THAN 3600 SF WHETHER BY INCREASING THE AREA OCCUPANCY: PUBLIC WORKS NOTES■
G'ae,,. waft z OF THE PRIMARY RESIDENCE OR BY CREATION OF AN ATTACHED ACCESSORY
t o w 0 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
hor �re'msfoca�L DESIGNER: AMS DESIGN DWELLING UNIT. IN ALL EXISTING ONE- AND TWO-FAMILY DWELLINGS THAT THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE
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( 0 REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
4010 MOORPARK AVE#101, SAN JOSE, CA 95117 SARATOGA MUNICIPAL CODE SECTION 15-06.195 IN ALL ATTACHED FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE OF REQUIRED CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
T AZADEH@AMSDESINLLP.COM ACCESSORY DWELLING UNITS ADDITIONS OR ALTERATIONS TO AN EXISTING REPLACEMENT TREES PRIVACY PROTECTION AND REQUIRED FRONT YARD ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
a DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
13720 Hanna Lu ONE- AND TWO-FAMILY DWELLING THAT HAVE AN EXISTING FIRE SPRINKLER TREE. CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A To COMMENCEMENT of THE WORK IN QUESTION. ALL WRITTEN
Dr,Cupertino,CA... Ga SYSTEM. MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
LU STRUCTURAL: AMS DESIGN B- FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT FROM AN ISA- SPECIFICATION OR THESE IMPROVEMENT PLANS ,THE CITY ENGINEER SHALL
3: w (415) 254-2634 2- INSTALLATION OF AN EARLY WARNING FIRE ALARM SYSTEM IN CERTIFIED ARBORIST SHALL BE PROVIDED CONFIRMING THAT THE NEW HAVE THE AUTHORITY TO REQUIRE SUCH COMPLETED , AT THE SOLE
Newsom Ale � 0-NewsamAve 0 4010 MOORPARK AVE#101, SAN JOSE, CA 95117 ACCORDANCE WITH THE PROVISIONS OF THIS ARTICLE IS REQUIERD AS A TREES HAVE BEEN PLANTED PROPERTY AND ACCORDING TO PLAN. EXPENSE OF THE OWNER AND/OR CONTRACTOR.
Rancho Rinconadary
Recreatiol&Park... ARM IN@AMSDESIGNLLP.COM CONDITION FOR THE GRANTING OF ANY BUILDING OR OTHER PERMIT UNDER
Bollinger Rd E CHAPTER 16 IN EACH OF THE FOLLOWING CASES: C- A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY EXTERIOR B- CONTACT PUBLIC WORKS,(408)777-3104 , FOR INSPECTION OF GRADING,
2-1: ALL NEW RESIDENTIAL STRUCTURE CLASSIFIED AS `R' OCCUPANCIES IN MATERIALS/FINISHES, TREES, LANDSCAPING, AND SITE WORK. STORM DRAINAGE, AND PUBLIC IMPROVEMENTS.
4 Bollinger Rd THE MOST RECENT VERSION OF THE CALIFORNIA BUILDING CODE,
ha aDRAWING
i THE DESIGNATED WILDLAND-URBAN INTERFACE FIRE AREA. INSTALLATION AUDIT AFTER THE LANDSCAPING AND IRRIGATION SYSTEM
2-2: ANY EXISTING STRUCTURE CLASSIFIED AS AN "R" OCCUPANCY IN THE HAVE BEEN INSTALLED PER CHAPTER 14.15(LANDSCAPE ORDINANCE).THE D- CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE
8entaak�� A-00.01: COVER SHEET
! r BOUNDARY AND TOPOGRAPHIC MAP MOST RECENT VERSION OF THE CALIFORNIA BUILDING CODE, COMMERCIAL FINDINGS OF THE ASSESSMENT SHALL BE CONSOLIDATED INTO A LANDSCAPE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION.
T1:
T1: DEMO PLAN STRUCTURE OR COMMUNITY FACILITY WHICH IS EXPANDED BY FIFTY INSTALLATION REPORT PROVIDED TO THE PLANNING DIVISION.
DE- LANDSCAPE PLAN PERCENT OR MORE IN FLOOR AREA AND IS LOCATED WITHIN THE E- CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR
■ L-2: IRRIGATION PLAN DESIGNATED WILDLAND-URBAN INTERFACE FIRE AREA. E- THE PROPERTY OWNER SHALL SIGN A LANDSCAPE MAINTANCE TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
L-3: PLANTING& IRRIGATION NOTES AGREEMENT PER CHAPTER 14.15(LANDSCAPE ORDINANCE),PREPARED BY
PROJECT DATA.
A-00.02: PROPOSED SITE PLAN 3- GATE INSTALLATION SHALL CONFIRM WITH THE FIRE DEPARTMENT THE CITY,AND RECORD IT WITH SANTA CLARA CO. RECORD'S OFFICE. THE F- UTILIZE BEST MANAGEMENT PRACTICES (BMP's) AS REQUIRED BY THE PROJECT NAME:
A-01.01: PROPOSED 1ST FLOOR PLAN STANDARD DETAILS AND SPECIFICATION G-1 AND, WHEN OPEN SHALL PROPERTY OWNER SHALL CONTACT THE PLANNING DIVISION IN ADVANCE OF STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH
ASSESSOR'S PARCEL NUMBER: 375 29 052 A-0102: PROPOSED 2ND FLOOR PLAN /AREA CALCULATION DIAGRAM OBSTRUCT ANY PORTION OF REQUIRED 16' WIDTH FOR EMERGENCY ACCESS THE FINAL TO PREPARE THE AGREEMENT. DISTURBS THE SOIL.
.
PROJECT TYPE: NEW CONSTRUCTION ROADWAYS OR DRIVEWAYS. LOCKS, IF PROVIDED, SHALL BE FIRE
PROJECT LOCATION: 18720 HANNA DR. A-02.01: PROPOSED ELEVATIONS DEPARTMENT APPROVED PRIOIR TO INSTALLATION. GATES ACROSS THE F- A CERTIFIED LANDSCAPE PROFESSIONAL SHALL PROVIDE A LANDSCAPE G- A WORK SCHEDULE OF GRADING AND ORISON & SEDIMENT CONTROL PLAN HANNA'S
A-02.02: PROPOSED ELEVATIONS
CUPERTINO, CA, 95014 EMERGENCY ACCESS ROADWAYS SHALL BE EQUIPPED WITH AN APPROVED AND IRRIGATION MAINTENANCE SCHEDULE PER CHAPTER 14.15(LANDSCAPE SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE
ZONING: R1-5 A-03.01: PROPOSED SECTIONS/EXTERIOR WALL LIGHT FIXTURE CUT SHEET ACCESS DEVICES. IF THE GATES ARE OPERATED ELECTRICALLY, AN ORDINANCE) TO THE PLANNING DIVISION. GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. RESIDENCE
OCCUPANCY GROUP: R - 3 / U A-03.02: PROPOSED SECTION / MATERIAL BOARD APPROVED KNOX KEY SWITCH SHALL BE INSTALLED, IF THEY ARE OPERATED
CONSTRUCTION TYPE: V - B MANUALLY, THEN AN APPROVED KNOX PADLOCL SHALL BEINSTALLED. H- ALL NEW ELECTRICAL SERVICE (POWER,PH ONE,AND/OR CABLE) SHALL BE
NUMBER OF FLOORS: TWO (2) STORY DESIGN GUIDELINES : UNDERGROUNDED. 18720 HANNA DR.
FIRE PROTECTION: SPRINKLERED 4- AN ACCESS DRIVEWAY SHALL PROVIDED WITH A PAVED ALL WEATHER CUPERTINO, CA 95014
LAND USE: LOW DENSITY, 1-6 DU/AC. SURFACE, A MINIMUM UNOBSTRUCTED WIDTH OF 14 FEET PAVED AND 2 FEET I- TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR
OF DRIVABLE HARD SURFACE. VERTICAL CLEARANCE OF 13 FEET 6 INCHES, SINGLE-FAMILY RESIDENTIAL GUIDELINES IN SECTIONS 19.28.110(A)AND (B): FOR FINAL INSPECTION.
AREA CALCULATION : MINIMUM CIRCULATING TURNING RADIUS OF 36 FEET OUTSIDE AND 23 FEET A REVISION TABLE:
INSIDE, AND A MAXIMUM SLOPE OF 15%. INSTALLATIONS SHALL CONFORM TO A. SINGLE-FAMILY RESIDENTIAL DESIGN GUIDELINES FOR ALL PROJECTS. J- A LICENSED LAND SURVEYOR OR AUTHORIZED CIVIL ENGINEER WILL
FIRE DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS SHEET D-1. 1. THERE SHOULD NOT BE A THREE-CAR WIDE DRIVEWAY CURB CUT. PREPARE AND SUBMIT,TO THE PUBLIC WORKS DEPT,AN ELEVATION
RESPONSE: 18' DRIVEWAY CURB CUT IS SHOWN ON SITE PLAN CERTIFICATE FOR THE NEW STRUCTURE/ADDITION.
2. NO MORE THAN FIFTY PERCENT OF THE FRONT ELEVATION OF A HOUSE SHOULD REVISION DATE BY DEP
5- AN APPROVED FIRE DEPARTMENT ENGINE DRIVEWAY TURNAROUND SHALL
TOTAL "E" BUILDING TO BE REMOVED: 1546 SQF 01 5.26.22 S.B. PLN
"N" 1ST FLOOR LIVING AREA: 1230 SQF PROVIDED WITH A MINIMUM RADIUS OF 36 FEET OUTSIDE AND 23 FEET INSIDE. CONSIST OF GARAGE AREA. K- TO INITIAL RELEASE OF BONDS, CONTACT THE PUBLIC WORKED
"N" 2ND FLOOR LIVING AREA: 1007 SQF MAXIMUM GRADE IN ANY DIRECTION SHALL BE A MAXIMUM OF 5%. RESPONSE: DIMENSIONS ARE SHOWN ON FRONT ELEVATION INSPECTOR FOR FINAL INSPECTION. 02 9.4.22 A.G. PLN
"N" TOTAL LIVING: 2237 SQF INSTALLATIONS SHALL CONFORM WITH FIRE DEPARTMENT STANDARD 3. LIVING AREA SHOULD BE CLOSER TO THE STREET, WHILE GARAGES SHOULD BE
"N" GARAGE: 463 SQF SET BACK MORE.
DETAILS AND SPECIFICATIONS D-1. CFC SEC. 503 DRIVING SURFACE SHALL BE L- ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE DIRECTED
"N" TOTAL BUILDING: 2700 SQF CAPABLE OF SUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS RESPONSE: GARAGE HAS 2'SETBACK FROM LIVING AREA AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED
"N" ATTACHED ADU: 799 SQF WEIGHING AT LEAST 7500 POUNDS (34050 KG). 4. ALL ROOFS SHOULD HAVE AT LEAST A ONE-FOOT OVERHANG. AREAS.
LOT AREA : 6000 SQF RESPONSE: 1'4' OVERHANG IS SHOWN
6- NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS 5. PORCHES ARE ENCOURAGED. M- PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE
NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION RESPONSE: THERE IS FRONT AND REAR PORCHES CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT
"N" BUILDING HEIGHT(ABOVE NATURAL GRADE): 27'-3" CODE EDITIONS : 6. IN R1-6E AND R1-A ZONES ENTRY FEATURES SHOULD NOT BE HIGHER THAN PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE FOURTEEN FEET FROM NATURAL GRADE TO PLATE. PERMIT FROM THE PUBLIC WORKS DEPARTMENT.
"N" FLOOR AREA RATIO (FAR) = (2700/6000)X100=45.0% STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL
"N" FLOOR AREA RATIO (FAR)+ADU = (3499/6000)X100=58.3% CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE RESPONSE: N/A
A. CALIFORNIA RESIDENTIAL: 2019 EDITION OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
2ND FLOOR TO 1ST FLOOR RATIO=(1007/(1230+463))X100=59.4% B. CALIFORNIA BUILDING: 2019 EDITION APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS B. TWO-STORY DESIGN GUIDELINES. DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
1. THE MASS AND BULK OF THE DESIGN SHOULD BE REASONABLY COMPATIBLE NOTES : ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
FIRST FLOOR ROOF EAVE=260 X 1.4=364 C. CALIFORNIA MECHANICAL: 2019 EDITION NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
D CALIFORNIA PLUMBING: 2019 EDITION NUMBERS SHALL BE A MINIMUM OF INCHES (101.6 MM) HIGH WITH A MINIMUM WITH THE PREDOMINANT NEIGHBORHOOD PATTERN. NEW CONSTRUCTION SHOULD NOT BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT
, OR OUT OF SCALE WITH, THE NEIGHBORHOOD PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
BE DISPROPORTIONATELY LARGER THAN
LOT COVERAGE: 1 ST FLOOR BLDG AREA (1230+463=1693) SQF E. CALIFORNIA ELECTRICAL: 2019 EDITION STROKE WIDTH OF 0.5 INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A - PROJECT CONSTRUCTION ACTIVITIES WILL CONFORM TO THE APPLICABLE SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
COVERED PORCH 425 SQF F. CALIFORNIA ENERGY: 2019 EDITION PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC
PATTERN IN TERMS OF BUILDING FORMS, ROOF PITCHES, EAVE HEIGHTS, RIDGE TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
REQUIREMENTS OF CITY CODE CHAPTER 17.04.AND ENTRY FEATURE HEIGHTS.
FIRST FLOOR ROOF EAVE 364 G. CALIFORNIA FIRE: 2019 EDITION WAY A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO HEIGHTS, OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
0 0 RESPONSE: SIDE SETBACKS FOR SECOND FLOOR IS 15' DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
/0 2482/6000= 41 TOTAL .3/o H. CALIFORNIA GREEN BUILDING: 2019 EDITION IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
I. 2. THE DESIGN SHOULD USE VAULTED CEILINGS RATHER THAN HIGH EXTERIOR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
ANY OTHER APPLICABLE LOCAL AND STATE LAWS SEC. 505.1.
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
LOT COVERAGE+ADU = (2482+799)/6000 = 54.6% AND REGULATIONS. WALLS TO ACHIEVE HIGHER VOLUME INTERIOR SPACES. DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
J. CUPERTINO MUNICIPAL CODE 2019 EDITION 7- POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION
RESPONSE: FIRST AND SECOND FLOOR CEILINGS ARE ON 10 FT. DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY 3. LONG, UNARTICULATED, EXPOSED SECOND STORY WALLS SHOULD BE AVOIDED SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
SINCE IT CAN INCREASE THE APPARENT MASS OF THE SECOND STORY. CUPERTINO CODE : VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR To
SETBACK INF0RMATI0N : GENERAL NOTES . OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TOCOMMENCEMENT OF THEIR WORK FAILURE TO SO SHALL NOT
RESPONSE: CEILING OF SECOND FLOOR IS ON 10'AND ROOF PITCH IS ON 4:12 RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, 4. THE CURRENT PATTERN OF SIDE SETBACK AND GARAGE ORIENTATION IN THE IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT
AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
NEIGHBORHOOD SHOULD BE MAINTAINED. CUPERTINO MUNICIPAL CODE CHAPTER 16.54 AMENDS THE CALIFORNIA FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER- DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, BASED FIRE PROTECTION SYSTEMS, AND/OR FIRE SUPPRESSION WATER RESPONSE: PATTERN OF SIDE SETBACK AND GARAGE ORIENTATION IS MAINTAINED ENERGY CODE AND REQUIRES THAT EACH NEWLY CONSTRUCTED BUILDING DESIGNPRIORTO PROCEEDING WITH ANY RELATED WORK.
GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT WILL BE PHYSICALLY AS NEIGHBORHOOD BE CONSTRUCTED AS AN ALL-ELECTRIC BUILDING. AN ALL-ELECTRIC BUILDING
DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING
5. WHEN POSSIBLE, DOORS, WINDOWS AND ARCHITECTURAL ELEMENTS SHOULD IS A BUILDING THAT HAS NO NATURAL GAS OR PROPANE PLUMBING SHEET TITLE:SETBACKS PROPOSED PROPOSED THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT CONTAMINATION OF THE POTABLE OF THE WATER SUPPLY OF THE BE ALIGNED WITH ONE ANOTHER VERTICALLY AND HORIZONTALLY AND SYMMETRICAL INSTALLED WITHIN THE BUILDING, AND THAT USES ELECTRICITY AS THE SOLE
1ST 2ND TO THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER IN NUMBER, SIZE AND PLACEMENT. SOURCE OF ENERGY FOR ITS SPACE HEATING, WATER HEATING, COOKING
RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE RESPONSE: DOORS, WINDOWS, MATERIALS, ... ARE ALIGNED AND SYMMETRIC AS APPLIANCES, OUTDOOR KITCHENS, OUTDOOR FIREPLACES, AND CLOTHES COVER SHEET
FRONT MAIN
20 0 27'-7" POSSIBLE DRYING APPLIANCES.
AD
MAIN 35' 10" PRECEDING AT HIS OWN RISK. DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY APPLICANT(S). 6. IN THE R1-A ZONE, WINDOWS ON THE SIDE ELEVATIONS SHOULD2:
REAR 31' 2019 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7. A. BE FIXED AND OBSCURED TO A HEIGHT OF FIVE FEET ABOVE THE SECOND CUPERTINO MUNICIPAL CODE CHAPTER 16.58 AMENDS THE CALIFORNIA
ADU 5-2° OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS- 8- ALL CONSTRUCTION SITS MUST COMPLY WITH APPLICABLE PROVISIONS OF FLOOR; GREEN BUILDING STANDARDS CODE AND REQUIRES THAT NEWLY
MAIN 6'-6" B. HAVE PERMANENT EXTERIOR LOUVERS TO A HEIGHT OF FIVE FEET ABOVE THE
RIGHT 15'-1'� DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7. CONSTRUCTION ONE- AND TWO-FAMILY DWELLINGS WITH ATTACHED PRIVATE PROJECT ID: ----
ADU 36'-1 0" OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS SECOND FLOOR; OR GARAGES SHALL INSTALL A LEVEL 2 EV READY CIRCUIT AND A LEVEL 1 EV
MAIN T-10" CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM APPROPRIATE TO THE PROJECT. CFC CHP.33. C. HAVE SILL HEIGHTS OF FIVE FEET OR GREATER TO MITIGATE INTRUSION INTO A READY CIRCUIT.
LEFT 15' PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF NEIGHBOR'S PRIVACY. DATE: APR.2022
ADU 5'_1�� FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND RESPONSE: N/A
SPECIFICATIONS. SCALE: N.T.S
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY GREEN BUILDING MEASURE NOTES■
SCOPE OF WORK: DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF DRAWN BY: S.B.
THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE 1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS.
RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY SHEET NUMBER:
NEW 2 STORY CUSTOME HOME OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND 2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS
2700 SQ BUILDING AREA INCLUDING 3 BEDS, 1 OFFICE , 4 BATH, 1 LAUNDRY THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB- ONTO VEGETATED AREAS.
AND A 2 CAR GARAGE CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN AmOOmOl
ALSO 799 SQ ATTACHED ADU. RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED 3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE.
WORK.
HVAC SPECIFICATIONS ARE NOT APPROVED BY PLANNING PERMIT.
Community Development Department
Planning Division C19-rEMOR WALL LIGHT FIXTURE CUT SHEET
DETAILS
CUPERTINO APPROVE
R-2022 02 PRODUCT
Case # , PARAMETERS BRAND DOUBLE CENTURY
A MANUFACTURER DOUBLE CENTURY
ITEM WEIGHT 2.35 POUNDS
Approval Body: Director/ Staff PACKAGE DIMENSIONS 11.02 X 7.99 X 7.72
ITEM MODEL NUMBER INCHES
Approval Date 11/29/22 COLOR DCS-19021 B
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TELL:(415)254.1606
-------------------------
Accessories IE-MAIL:OFFICE@AMSDESIGNLLP.COM
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DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
= o
O / N\ 04 z SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
NORTH ``LL °
ci z / VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
� N _ ' COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
w o� ° � l b RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
Na �. °iv N LL IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT
s 7 EXIS411N °�TR1 ti OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
TO BE REMOVED — _ FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
/ \ o DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
DRIVE WAY a r �
N� 20' ° s'-8 —N I SHEET TITLE:
J PAVERS PERVIOUS MTERIAL sz I
LOW IMPACT DEVEL PMENT a N Q NE FRONT Y/4RD TREE SHALL BE
LP
24-I H B04 OR LARGER WITH A
60l � MINIMUM OF 6 FEET. PROPOSED
LEGEND : � DESIGN PRINCIPLE :
WATER SITE PLAN
ATTACHED ADU METER ARCHITECTURAL STYLE:CONTEMPORARY STYLE
HANNA DR. 1. LARGE PLATE GLASS
2. ASYMMETRICAL IN FORMS PROJECT ID:
f 2ND FLOOR 3. NATURAL LIGHTS
4. LARGE SLIDING DOOR
5. CLEAN AND SMOOTH TEXTURE AND LINES DATE: APR.2022
VIEW SHED 6. OPEN PLAN INTERIOR
SCALE: 1/8" = 1'
FRONTYARD FRONT YARD PAVING SURFACE AREA. DRAWN BY: S.B.
PROPERTY LINE 1 PROPOSED SITE PLAN SHEET NUMBER:
BLDG 1ST FLOOR FOOTPRINT LINE SC : 1/8"= 1'-0" FRONT YARD: 1200 SQF
PAVING AREA:
BLDG 2ND FLOOR FOOTPRINT LINE ((DRIVE WAY/2)+WALK WAY)/FRONT YARD AREA)X100
GRAPHIC SCALE : 118 INCH =1 FEET ((420/2)+82)/1200=24.3 % < 40% Am00n02
0 2 4 6 8 10 20 30
48'-2"
Community Development Department 14'-8" 3'-2" 2'-9" 2'-9" 24'-10"
PlanniBl JiiLcn I l,q, rtlnN OTES. 2-2 21'2" 4'-4" 160" 4'-6"
CUPERTIN4 APPROVED
Case # R-2022-028, 4'-7" 6-0" 4'-1"
HOSE ONLY FOR MECHANICAL EQUIPMENT AND NOT OVER
100 Approval Body: DigpLc� EStTJN FLOOR AREA), HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL ELECTRICAL METER W n
Approval Date HAVEWr LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. R310.1 � FOR ADU W21
R600 m o
Signature Emi s NFT C:I FAR nPFNABLE DIMENSION OF 24 INCHES IN HEIGHT. R310.1.2 I I DESIGN
Case Mana er
b. MIN. ET CLEAR OPENABLE DIMENSION 20 INCHES IN WIDTH. R310.1.3 N I ® /
c. MIN. NET CLEAR OPENABLE DIMENSION OF 5.7 SQFT IN AREA. GRADE FLOOR 1 \ I I I AMSDESIGN
OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5 SQFT. 310.1.1 V-5" BEDROOM
\ 14'-2"x 19-6" CLOSET 1 4010 MOORPARK AVE#101,
d. THE HEIGHT OF BOTTOM OF EMERGENCY EGRESS OPENING SHALL HAVE NOT I 10'CEILINGHEIGHT 2'-4"X10'-6"
o � � SAN JOSE,CA 95117
MORE THAN 44 INCHES MEASURED FROM THE FLOOR. 310.2.2 I \ I I I TELL: '.OFF54.1606
\ / � I E-MAIL: FFICE@AMSDESIGNLLP.COM
2- FOR KITCHEN, A CLEAR PASSAGEWAY OF NOT LESS THAN 3-FEET BETWEEN THE
COUNTER FRONTS AND APPLIANCES OR COUNTER FRONTS AND WALLS. CRC R311
3- SHOWER COMPARTMENTS AND WALL ABOVE BATHTUBES WITH INSTALLED SHOWER N
HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO THE THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
o I D19-2880 I THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE
HEIGHT NOT LESS THAN 72 INCHES(6 FT). CRC R307.2 I I PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
I I I REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
a' EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
AMS
4- THE DOOR BETWEEN GARAGE AND ENTRY REQUIRED TO BE SELF LATCHING AND 1 o _ _ _ _ 4'0" = I PLANS ON OTHER SITES IS PROHIBITED WITHOUTTHECONSENTOFAMS
M 1'7" 1'-4" I _ DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
SELF CLOSING SOLID CORE DOOR NOT LESS THAN 1-3/8 INCH THICK. M I o0 0 0 \� Cn c I TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
n O BATH o Wq, I `n DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
5- THE MAXIMUM RISER HEIGHT CAN BE 7.75-INCHES. MINIMUM TREAD DEPTH CAN BE 18'-$"x5'-D" I M &
= I N � DR. 1
10-INCHES. FOR ANY TREAD DEPTH LESS THAN 11-INCHES, A NOSING OF NOT LESS 2660_
THAN 0.75-INCHES BUT NOT MORE THAN 1.25-INCHES SHALL BE PROVIDED. I i i I I 1 cl
6- DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY I _ _ I _ _� MAX.RSE_73/4" /
RE � NOSING-0.75"
-- --
TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CRC R308.6.2
0
GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 INCHES I -----------
29'-2"
ABOVE A STANDING SURFACE AND DRAIN INLET SHALL BE FULLY TEMPERED
COVERED PORCH
LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CRC R308.5 - - - - I /
E+f61GHT OF THE REAR PATIO FROM NATURAL GRADE IS 12 INCHES 1
/ q
7- GLAZING IN AN INDIVIDUAL FIXED OR PORTABLE PANEL ADJACENT TO A DOOR - I //
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF C' I GRE3X 14'-1ROOM Y I L-
EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE 2 2 1 '�I I\HE�T
1 0 / I 1 / I
BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60-INCHES ABOVE THE WALKING / / \ / PROJECT NAME:
co co
SURFACE SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED M �N II o
o
11 M o 2,1
PLASTIC ( I.E. SIDE LIGHTAT NEW MAIN ENTRY DOOR) . CRC R308.4.2 Ez HANNA'S
8- MINIMUM 36" DEEP LANDING IN THE DIRECTION OF TRAVEL AT NEW EXTERIOR I /2880_ / D10-16080 1
TMP
DOORS SHALL BE PROVIDED. LANDING TO BE NOT MORE THAN 7-3/4 INCHES LOWER I // N /� I I M RE IDEN E
THAN THE DOOR'S THRESHOLD FOR IN-SWINGING AND SLIDING GLASS DOORS AND I kO E5 3'
' // /
-10" 18720 HANNA DR.
NOT MORE THAN 7" FOR IN-SWINGING AND MAIN ENTRY DOOR. I / // I N I CUPERTINO, CA 95014
9- NEW ENTRY DOOR SHALL BE OPENABLE FROM THE INSIDE OF THE DWELLING I I / o CLOSET I o 1co
S
c� o Ll I / 1 o v 2'-4"X 10'-0„ ® 1 1
WITHOUT USE OF KEY, SPECIAL KNOWLEDGE OR EFFORT. CRC SEC. R311.2 I I
I / /
BEDROO 1 1 1 N REVISION TABLE:
10- 1/2" GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING TO BE INSTALLED I / 17'-3"X1
10'CEILI HEIGHT
ON THE GARAGE SIDE AT SEPARATION WALL BETWEEN GARAGE AND RESIDENCE. HV ADUVIT w / / REVISION DATE BY DEP
( )
GARAGE MUST BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA CRC SEC. I / 7EE I EE I I M
01 5.26.22 S.B. PLN
R302.6 AND TABLE R302.6 I I I 02 9.4.22 A.G. PLN
GAURDRAILING HEIGHT:3'-6"ABOVE I
5/8 TYPE X GYP. BOARD FINISH ON THE GARAGE SIDE OF THE WALL IS REQUIRED. I F.F.GUARD SHALL HAVE
2'-1°"- $'5"' D co
INTERMEDIATE RAILSSPACEDSUCH HANDRAIL IS REQUIRED ON THE OPEN SIDE OF THE
ALSO THE GARAGE SHALL BE SEPRATED FROM THE DWELLING SPACE ABOVE, BY 5/838 INCHES
" ZCL�0 1 ch DIAMETER CANNOT PTHAT A SPHERE 4-3/8IA SFTHRNCESIOUGH. AND S ALSTAIRWAYLHAVE INTERMOEDIATEN AFIES SPO o
ACED SUCH I o
o O CRC R312.2 EX.#2 AND R312.3 EX. THAT A SPHERE 4-3/8 INCHES IN DIAMETER CANNOT M
TYPE "X" GYP AT THE CEILING. CL 1--
=J 1 #2 PASS THROUGH.CRC R312.2 EX.#2 AND R312.3 EX.#2
1 1 0
' Q ? o I KITCHEN&FAMILY I c
11- BATHROOMS & KITCHEN: co
'w Q N 1 1 THE MAXIMUM RISER HEIGHT CAN BE 34'ILING '-0" 1 " 1 "
�' 7.75-INCHES.MINIMUM TREAD DEPTH
_ 1 0'_11" CAN BE 10-INCHES.FOR ANY TREAD 10'CEILING HEIGHT 1 1
11.1- 22" MIN SHOWER DOOR CLEARANCE. N 1 3,_3„ UP DEPTH LESS THAN 11-INCHES, 5-
��cn� � NOSING OF NOT LESS THAN 0.75-
A Z O I INCHES, BUT NOT MORE THAN 1.25- A
9� - -I - - - - HES-SHei 91E- oOWQED.
11.2- TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING WINDOWS. A o3.01 v _ I LAUNDRY - - - , A-os.o1
Q Q Z 6,-0„X 10'-11, 1 I 1
iq S= 10'CEILIN IGHT
CEMENT BOARD SUBSTRATE FOR SHOWER WALLS. '� (V Z EL ° L JTILII
-7" Y -
`9 a FUR. , X -1„ PANTRY
11.3- LAVATORY FAUCETS TO HAVE A FLOW RATE OF NO MORE THAN 1.2 GPM OR LESS o 1 \ s'S" 3'-3" 3'-1" = o I ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
4'-0" DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
AT 60 PSI AND NOT LESS THAN 0.8 GPM OR LESS AT 20 PSI. (CALGREEN 4.303.1) 1 D08-28 0 D37-5680 I 1 _______--- 1 ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT= CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
LU
11.4- WATER CLOSETS TO HAVE A FLOW RATE OF 1.28 GALLONS/FLUSH OR LESS. ELE AL _ w I `� BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY NOT
\ I U U I o o I M PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTITI L ALL
WATER HEATER w ? o ¢ I I v
\ 1 MAX.RISE-7�3/4" U w LL uoj o SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
(CALGREEN 4.303.1) 1 \ o NOSING=0.75" H AATERPUM 1 i 1
a w � TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
11.5 -CEMENT BOARD SUBSTRATE IE. DUROCK OR WONDERBOARD ETC FOR TILE 20-0 J = Z 4 _ _ OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
( , ) 1 c/) w c/) o v 1 1 DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
w = _ � &� CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
APPLICATION SURROUNDING THE BATH TUB WALLS . o I \\ I HE DOOR BETWEEN GARAGE AND U cn Z - U e_ I I 1 WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
\\ Q O ? 11'-5" CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
1 \\ 1 WING AREA TO BE MINIMUM 1-3/8" Q o c� �aa _ _ _ _ - 1
11.6- KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI. HICK SOLID-CARE WOOD, 1-3/8" ¢ T- - - DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
\ TEFL HONEYCOMB DOOR, OR 2O- U w O J H I I 1 DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
J = maLL i
(CALGREEN 4.303.1) `{I INUTE FIRE RATED DOOR EQUIPPED 0 F- � � 11 I I M
:I
o ,^/ITH A SELF-CLOSING AND SELF- w w U) _ SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
MAX.RISE 7 3/4"
} 00 p VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
11.7- SHOWER HEAD TO HAVE A FLOW RATE NOT TO EXCEED OF 1.8 GPM AT 80 PSI. N NOSING 0.75" 1 ATCHING DEVICE PER CRC R302.5.1 = z > z 1 COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
�
0 OBSTRUCTIONS ARE ALLOWED WITHIN Q 00Q RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
(CALGREEN 4.303.1) 1 2 'X20'GARAGE 7,2„ CLOSET 1 CLOSET 1 NORTH IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT
1 V-2"X 2'4' OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
5'-0"X 2'-4" n
0 1 FILING OF THE PRIVATE GARAGE o FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
GARAG ATTACHED OR LESS THAN 3' FRPM N DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
" 20'-0"X 20' WELLING) SHALL BE SEPARATED D09-4580 DO-8880 1 DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
' I 1 ROM THE DWELLING UNIT ABOVE BY ENTRY
OT LESS THAN A 5/8"TYPE X GYPSUM 7'-2°x1a'-r' 10'CEILING _ 1 1 SHEET TITLE:
1 1 �ARDZDR EQUNATED . 10'CEILING HEIGHT �I HEIGHT
I
1 THE AREA OF FLOOR USED FOR - - - - -
1 / PARKING OF AUTOMOBILES OR OTHER - - �\ 1 PROPOSED 1ST
VEHICLES SHALL BE SLOPED TO 1-2480
w N / FACILITATE THE MOVEMENT OF I \
wI� LIQUIDS TO A DRAIN OR TOWARD THE 4 - V-4"'I
CL� / MAIN VEHICLE ENTRY I o OFFICE LEGEND :Q1z DOORWAY R309.1 . 1 11'-2"X 11'-10" FLOOR PLAN
ATH 1 "CEILING HEIGHT r'
o�1� 1/2-INCH GYPSUM BOARD FROM �1 \\ 5-0"x8'- c"I
o° M \\ 1
w10 I . FOUNDATION TO ROOF SHEATHING 1 1 Dzo oa 1
w Y ON THE GARAGE SIDE AT SEPARATION 2'-4" � \
/ I WALL BETWEEN GARAGE AND 1 I1 T P NEW CONSTRUCTION WALL PROJECT ID: ----
RESIDENCE SHALL BE PROVIDED PER 6'-7" / \ \
CRC R302.6 AND TABLE R302.6 - 1 1 I �
11 1 1 0 / / \ \ 1 c? 1 HOUR FIRE-RATED AND DATE: APR.2022
k1'-4 I D22-16080 1 1 AIRBORNE SOUND TRANSMISSION
V - �- - - - - - - - - - - - - - - - - - - RATING OF 1 1 SCALE: 1/4" = 1'
F� -1 1 HOUR FIRE-RATED AND
I 1 1 4- W02.5050- - -� AIRBORNE SOUND TRANSMISSION
_ �o r- L J
1 EGRESS _ s` RATING OF STC 45 CEILING DRAWN BY: S.B.
C
L _ _ _ I _ J - - - -
n MAX.RISE=7 3/4" - m Mo
NOSING-0.75' o Q I I ATTACHED ADU SHEET NUMBER:
I�2'-6„ 16-0„ J Z_6, 0'5" 6,°„ 0'-4" 8,-8„ 3,-0„
PROPOSED 1 ST FLOOR PLAN GRAPHIC SCALE : 1/4 INCH = 1FEET AM01 0 01
21'-0" 6'-10" 5'-6" 12'-0"
SC: 1/4"= 1' 0" 0 1 2 3 4 5 10 15
J45'-4" J
Community Development Department — — — — — — — — — — — — — -
Planning Division — Cupertino
CUPERTINQ APPROVED
Case # R-2022-028,
A 18'-1"
Approval Body: Director/ Staff
Approval Date 11/29/22
Signature Emi Su i ama DESIGN
Case Manager
0
D
AMSDESIGN
o n 0 O
o O:a 0 M 4010 MOORPARK AVE#101,
coMS
ELL (415)254.9 016 7
E-MAIL:OFFICE@AMSDESIGNLLP.COM
I II Q
24'-2" 30'4'
9 THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
14'-8" 9'-6" — THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
5 8" Z4'8" REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
T-7" 8'-0" T-1" 1'-7" T-6" 4'-5" o EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
T-6" 11'-10" o 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.
N C 0 —14'-7" 9'9"
METAL RAILING I o N
m Q 6'7 10'-11" N
ZURN FD2240 WOOD DECK
— — — — — — — — — — — DRAtN,ABS-HUB-
I GAURDRAILING HEIGHT:3'-6" A SECONDARY DRAIN I / /� n /f,
ABOVE F.F.GUARD SHALL PER CPC 1101.11.2 SHALL _ N G UP A
HAVE INTERMEDIATE RAILS BE PROVIDED. / W15-3630 c�
SPACED SUCH THAT A SPHERE
1 4-3/8 INCHES IN DIAMETER I o
CANNOT PASS THROUGH.CRC
R312.2 EX.#2 AND R312.3 EX. BALCONY °O ° -
L I I #2 I 14'-6"X 6'-10" - / I K H N
� I I I / I � 2-6 /
TMP GRESS _ I °P DN
D 3 0 0 8 0— — — — —
/ I SHOWERVOB L=
® 8-6"X -0"
J I J
CD
� E PROJECT NAME:
L 71
14'-3" G D °
I , „
21_0 HANNA'S
°12'9" 6 12'8"
CD
y I I N I - - - - - - -19
17'9"
I i ?NN RESIDENCE
MASTER BEDROOM I I q p S
14'-3"X 14'-0"
10'CEIUNGHEIGH 18720 HANNA DR.
o-- - - -WALKS IN-CLGSET-
8'-6"X6'-0" 81-0" CUPERTINO, CA 95014
o 10'CEILING HEIGHT zo
P-r = REVISION TABLE:
ED - - — — — — — — — — -- o
D28-2880 L_ Zjr
o10' EILINGHEIGHT M REVISION DATE BY DEP
3'-4" a 01 5.26.22 S.B. PLN
co
STAIRWELL � w w BATH " ' " 'J' M 02 9.4.22 A.G. PLN
10'_7"X6,-8" �'? Jw=<`? "X 5'-0 M `o `� i = /� I FLOORS SPACES SIZE AREAS (SQF) TOTAL
— — 3'3" DN ? w a D21-2480
A 21 '-5" X 14'-7" 312
E-Do ? z 0 ' CLOSET / / C,W Z N �, 4 I 2ND B 24'-2" X 9'-9" 235
� U o� o
>Q � 7sxza/ / 1 5 M
U' Q2✓�i V U�Xk N CV
M I I \ \ CLOSET o HALL D35-7280� I I o
M F J I I\ \ 7'-10"X 2'-5" ' �'0"X 10'-8" / / I I FLOOR
\ \ N �P �(N�330 3 / / ® C 15-8 X 12-9 200 1 7
3'4 ATTIC ACCESS / / � I I co (N)LIVING 63
\D24-6680 \ / \ / I `� D 14'-0" X4'-6"
\ \ / AREA E 15'-7" X 12' 8" 197 2237
CV
MAIN F 10'-2" X 6'-7" 66 ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
_ DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
HOUSE ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
— y I 1ST G 10'-1 1" X 7'-1" 77 CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BATH \ I I N M BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT
5'-0"X 8'-91. _ `� N „ 1 230 PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
co \ I I FLOOR H 3'-1 X 3'-7 11 SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
N I I 2-3
I I I \�EDROOM M \\ I I I 24'-8" °` 42'-2" 1040 OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
T 11-"X11'-8" �, BEDROOM DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
1V-5"X 1V-8" \ ® J 2'-1" X 17'-9 ' 36 CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS OR
10'CEIUN HEIGHT 10-CEILING HEIGHT \ I I WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE 'THE
co CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
K 7'-4" X3'-1" 22 DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
M I \ N \ I I GARAGE 463 DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
L 21 '-0' X21'-0" 441 SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
W 4020 W04-6050 VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
EGRESS � \ I I o 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
W04-6050 I I TOTAL BUILDING AREA 2700 OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
— — — — — �` — J DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
EGRESS I DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
D r o I M 35'-4" X 18'-1" 639 SHEET TITLE:
� In
Q I (N)ATTACHED ADU N 6-8" X 3'-6" 23 799 PROPOSED 2ND FLOOR
0 1 1'-10" X 6'-4" 75 PLAN/
- - - - - - - - - J — — — — — — — - - - � P IV-o" X5'-8" 62 LOT CALCULATION
3'3' — — 6 0" 3'3" 0_6 4'-0" 0 5" 3'1" 6'-0" 3'2"� Q 30'-4" X 12'-F 376 DIAGRAM
I NORTH
J J J COVERED PORCH R 5-0" X8'-O" 40 425
12'-6' 4'-11" 12'-3" PROJECT ID: ----
� 29'-8" J s 9
DATE: APR.2022
SCALE:
PROPOSED 2ND FLOOR PLAN LEGEND : LOT CALCULATION DIAGRAM DRAWN BY: S.B.
1 SC: 1/4"= V-0" 2
SC: 1/8"= 1'-0° SHEET NUMBER:
NEW CONSTRUCTION WALL
GRAPHIC SCALE : 1/4 INCH= 1 FEET AmOl n02
0 1 2 3 4 5 10 15
Community Development Department
Plan,Avlb, l ISi 1KN&14GES TO THE APPROVED COLORS , MATERIALS , AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO
CN4 APPROVED
Case # R-2022-028, I NSTALLATION/APPLICATION ."
Case
A
Approval Body: Director/ Staff
Approval Date 11/29/22 MS
Signature Emi Su i ama DESIGN
Case Manager
27-3"TOP HT.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
4 4 ABOVE N.G.
12 12 NEW 40 YR. COMP. SHINGLE
ENT. ROOF AMSDESIGN
r`
wzt
4010 MOORPARK AVE#101,
4 4 4 SAN JOSE,CA 95117
12 12 12 TELL:(415)254.1606
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10' PLATE HT.
- - - - - - - - 2 - - - - - 12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ABOVE 2ND F.F. E-MAIL:OFFICE@AMSDESIGNLLP.COM
WHITE SMOOTH
STUCCO
W124020
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
W04-6050 W04 6050 o 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
C? NEW 40 YR. COMP. SHINGLE PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
`o 4 ENT. ROOF DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
4 TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
12 12 �O�Y DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
2ND FLOOR F.F.
4 \ \F N F.F.
11 PLATE HT. - - - - - - - - - - -- - �A- - -4�
- - - - - - - - --
- - - - - - - - - - - - - - - - - - - - - - - - - 12
- - - - - - - - - - - �- - - - - - - - - - - - - - 4 \
ABOVE F.F. / - ,12- - - - - -1r - - - - 12 \ v
/ \ - - - -- 10' PLATE HT.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
/ 12 WHITE SMOOTH \ ABOVE F.F.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'J- - - - - - - STUCCO
- - - - - - - - - - - - - - -
WHITE SMOOTH - N
7'-10"FROM PROPEI TY LINE 18720(MAIN HOUSE) STUCCO 9' PLATE HT.
TO EXTERIOR WALL ABOVE F.F.
r
7'-10" 6'6"
200 AMP w b 6'-6"FROM PROPERTY LINE
ELECTRIC = w TO EXTERIOR WALL J o
W01-1050 woz-Soso wo1-loso UHT.WOOD FENCE
LU
> v
¢ w AL METER Q O THE BAY WINDOWS D o 0
w J FOR Q D20-6080 SHALL BE ¢ w o 6
CD z
z o w HOUSE ? CANTILEVERED FROM o o
U w w v THE EXTERIOR WALL w �
o U I
� 0 0zz-'6080 AND SHALL BE A w w
Oo a a MINIMUM OF 24"FROM o
it w HVAC-UNIT THE FINISHED FLOOR. M ¢ a
o 16"ABOVE NGL
_ > a ADU ¢ F.F.
o 0 20'-0° 25'-8" > a PROJECT NAME:
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -o� - - - - - - - - - - - - — - - - - - - - - - -
NATURAL GRADE LINE
MAX.RISE=7 3 4"
NOSING-0.75"
—
I I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III III III III—III—III—III—III—III—III—III—III—III—III—III—III I I III III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I I
HANNA'S
RESIDENCE
PROPOSED FRONT (NORTH) ELEVATION 18720 HANNA DR.
CUPERTINO, CA 95014
SC: 1/4"= V-0"
REVISION TABLE:
LREVISION DATE BY DEP
01 5.26.22 S.B. PLN
02 9.4.22 A.G. PLN
27'-3"TOP HT.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ABOVE N.G.
4 4 NEW 40 YR. COMP. SHINGLE -
12 12 ENT. ROOF
r,
v
�4 4�
12 4 12 12 4
12 12 10' PLATE HT.
ABOVE ND F.F.
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
WHITE SMOOTH CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
STUCCO W15-3630 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
0
ETAL RAIL G o TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
D3011-8080 OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
NEW 40 YR. COMP. SHINGLE DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
GA RAILING HEIGHT:3'- ABOVE F.F.GUARDS L HAVE ENT. ROOF CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR
�? INTE EDIATE RAILS SPACE UCH THAT ASPHERE - /8 INCHES IN WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
12 4 zo DIA ER CANNOT PASS TH UGH.CRC R312.2 EX 2 AND R312. EX.#
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
0 12 `9 \O DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
pPjG / M 4 4 \Y�/G/y\ N 2ND FLOOR F.F. F.F.
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORSSHALL
/ \ - VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
/ \ COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -\ 10' PLATE HT.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
/ \ ABOVE F.F. IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
-- FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
9' PLATE HT. DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
6'-6" ABOVE F.F. IRV DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
6-6"FROM PROPERTY LINE TO EXTERIOR WALL 5'1"FROM PROPERTY LINE
100 AMP TO EXTERIOR WALL SHEET TITLE:
W21.6050 ELECTRICAL METE R UHT.WOOD FENCE
FOR ADU _D q
Z w WHITE SMOOTH WHITE SMOOTH z PROPOSED
w
STUCCO STUCCO 0 z - �'
w o D10-16080 � o
z ow � � o
w w w w w
0
ZaL z � ELEVATIONS
O — O
O a - of
UQ c? OF
w o M w o 16"ABOVE NGL
o MAX.RISE=73/4" o fr F.F.
c� - - - - - - - - - - - NOSING=0.75' (D- - - - -
MAX.RISE-7 3/4"
NOSING=0.75" NATURAL GRADE LINE
I III III III III III III III III III III III I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II
DATE: APR.2022
_III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—
III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —III— — — — — — — — — — — — — — — — — — — —
I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II
=III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III=
SCALE: 1/41' = 1'
PROPOSED REAR (SOUTH) ELEVATION DRAWN BY: S.B.
2 SHEET NUMBER:
AmO101
Community Development Department
PlannKVrsiG-1HANT1 GES TO THE APPROVED COLORS , MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO
CN4 APPROVED
Case # R-2022-028, INSTALLATION/APPLICATION ."
Case
A
Approval Body: Director/ Staff
Approval Date 11/29/22 MS
Signature Emi Su i ama ENT. ROOF NEW 40 YR. COMP. SHINGLE DESIGN
Case Manager
27'-3"TOP HT.
ABOVE N.G.
12 AMSDESIGN
4 4
12 12 4010 MOORPARKAVE#101,
SAN JOSE,CA 95117
— — — 10' PLATE Hr. TELL:(415)254.1606
E-MAIL:OFFICE@AMSDESIGNLLP.COM
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ABOVE 2ND F.F.
:WI7-263]0 W17-2630 W13-3630 W14-4030
WHITE SMOOTH THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
STUCCO o THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE
METAL RAILING b PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
NEW 40 YR. COMP. SHINGLE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE
GAURDRAILING HEIGHT:3-6"ABOVE F.F.GUARD SHALL HAVE ENT. ROOF PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
i0 ih ih ih INTERMEDIATE RAILS SPACED SUCH THAT A SPHERE 4-3/8 INCHES IN DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
;n in zn DIAMETER CANNOT PASS THROUGH.CRC R312.2 EX.#2 AND R312.3 EX.#2 TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
M
�? 2ND FLOOR F.F.
4 12 N
11' PLATE HT. — — — — — 12 12- — — — — — — — — — — — — — — — — — — — — — -
- — — — — — — — — — — — — — — — — — — — — — — — — — —
ABOVE F.F.
v
10' PLATE HT.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
ABOVE F.F.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
9' PLATE HT.
ABOVE F.F. IRV
r
z
w
Z W06.2650 06-2650 W07-5046 08-3056 08-3056 08-3056 q
w
WHITE SMOOTH 100 AMP
g p WHITE SMOOTH ELECTRICAL
mQ STUCCO STUCCO METER
FOR ADU
N THE BA WINDOWS SHALL BE CANTILEVERED
FROM T iE EXTERIOR WALL AND SHALL BE A a,
MINIMU OF 24"FROM THE FINISHED FLOOR. M M o, o,
C? N N N 16"ABOVE NGL
F.F.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - 1 - - - - - - - PROJECT NAME:
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _
MAX.RISE=7 3/4"
NOSING-0.75" NATURAL GRADE LINE
HANNA'S
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
RESIDENCE
PROPOSED RIGHT WEST ELEVATION 18720 HANNA DR.
1 (WEST) CUPERTINO, CA 95014
REVISION TABLE:
LREVISION DATE BY DEP
NEW 40 YR. COMP. SHINGLE
ENT. ROOF 01 5.26.22 S.B. PLN
27'-3"TOP HT. 02 9.4.22 A.G. PLN
4 � ABOVE N.G.
12 12
4
12 10' PLATE HT.
ABOVE 2ND F.F.
W17-2630 W17-2630
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
16-3050 16-3050 WHITE SMOOTH I DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
WHITE SMOOTH W18-5060 STUCCO o ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
METAL RAILING STUCCO
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT
GAURDRAILING HEIGHT:3'-6"ABOVE F.F.GUARD SHALL HAVE PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
INTERMEDIATE RAILS SPACED SUCH THAT A SPHERE 4-3/8 INCHES IN SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES
NEW 40 YR. COMP. SHINGLE DIAMETER CANNOT PASS THROUGH.CRC R312.2 EX.#2 AND R312.3 EX. 2 TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
ENT. ROOF
M Cl)
M M _ _ _ OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
4 �? 11' PLATE HT. ? 2ND FLOOR F.F. DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
12 N / ABOVE F.F. N F.F. CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — f — — — — — — — — — — — — — — — — — — — — ——
- - — — — — — — — — — — — — — — — — — — — — — — — -- - - 4 41 CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
12 12 4 4 10' PLATE HT. DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
12
— — — — - — — — — — — — — — — — — — — DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
ABOVE F.F. IRV
- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
9' PLATE HT. VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
WHITE SMOOTH ABOVE F.F. RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
STUCCO IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT
W20-3630 W10.3630 Z OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
200 AMP = FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
LL DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
z3-265o z3-265o W19-5046 W03-5050 ELECTRICAL METER q _ w o
FOR MAIN HOUSE w > DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
i W09-5040 Q100A m o
ELECTRICAL^METER D12-3680 Nt
¢ SHEET TITLE:
FOR ADU HVAC-UNIT HVAC-UNIT , D23-3080 THE BAY WINDOWS SHAL E N
WHITE SMOOTH HVAC-UNIT MAIN HOUSE MAIN HOUSE n CANTILEVERED FROM TH PROPOSED
�, �, STUCCO 6' ' ADU �.,
1ST FLOOR) 2ND FLOOR)
`�' c� N EXTERIOR WALL AND SHA BE A 16"ABOVE NGL
MINIMUM OF 24"FROM TH F.F.
- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — - - - — — — — — — — - - - - — — — — — — — — — — — \ - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — - - - --
FINISHED FLOOR. _ ELEVATIONS
MAX.RISE-7 3/4" MAX.RISE-7 3/4"
NOSING=0.75" 1 11 NOSING=0.75" NATURAL GRADE LINE
PROJECT ID: ---
DATE: APR.2022
PROPOSED LEFT (EAST) ELEVATION SCALE: 1/41' = 11
2
SC: 1/4"=V-0"
DRAWN BY: S.B.
SHEET NUMBER:
AmO102
27-3"TOP HT.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Community Development Department NEW 40 YR. COMP. SHINGLE ABOVE N.G.
Planning Division — Cupertino ENT. ROOF
CUPERTINQ APPROVED 4 -�,'., ATTIC a
Case # R-2022-028, 4 12 12
12 4L
A 12 10' PLATE HT.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Approval Body: Director/ StaffABOVE 2ND F.F.
HANDRAIL IS REQUIRED THE PEN
Approval ate 11/29/22 SIDE OF THE STAIIRWAY°AT A HEIGHT
OF 34 INCHES TO 38 INCHES AND
Signature Emi Su i ama 21-248 SHALL HAVE INTERMEDIATE RAILS
SPACED SUCH THAT A SPHERE 4-3/8 DESIGN
Case Manager WHITE INCHES IN DIAMETER CANNOT PASS
SMOOTH THROUGH. CRC R312.2 EX. #2 AND WHITE
R312.3 EX.#2
STUCCO SMOOTH
o BATH HALL o STAIRWELL STUCCO q
0 o THE MAXIMUM RISER HEIGHT CAN BE o
7.75-INCHES.MINIMUM TREAD DEPTH AMSDESIGN
CAN BE 10-INCHES.FOR ANY TREAD
0 0 DEPTH LESS THAN 11-INCHES, A
7 A MS
NEW 40 YR. COMP. SHINGLE NOSING OF NOT LESS THAN 0.75-
ENT. ROOF INCHES, BUT NOT MORE THAN 1.25- 4010 MOORPARK AVI 01,
INCHES SHALL BE PROVIDED.
SAN JOSE,CA 95117
TELL:(415)254.1606
M
2ND FLOOR F.F. F.F.F E-MAIL:OFFICE@AMSDESIGNLLP.COM
M
N
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTIC -
�4 - - - - - - - - - - - � ATTIC - - - -
v
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DRYER TERM ON ROOF 4 ABOVE F.F.
12 10' PLATE HT.
\ 9' PLATE HT.
MA UP AIR THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
LSH LL AI ABOVE F.F. THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE
D20-608 ED(MIN. PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
0 IN) WHITE
WHITE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
KITCHEN&FAMILY SMOOTH EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE pill
STUCCO
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
0 0 o DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
0 0 200 AMP o TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
D08-2880 ELECTRICAL METER DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
LAUNDRY FOR MAIN HOUSE
00 0 HVAC-UNIT
MAIN HOUSE
(1ST FLOOR)
16"ABOVE NGL
ttic-000000 \\ "I'll — F.F.
A-A CROSS SECTION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RISE=7- - - - - - - - - - - - - - - - - - - - - - - - - - - --
MAX.N OSI NG=0.75"
NATURAL GRADE LINE
`� CRAWL SPACE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
SC: 1l4" 1'0" —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—
— ed°..- —
ad
—III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III `- III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III :. a-. .'-'.III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III
—III III III III III III III III III III III III III III III III III III III III III III III III III III III III IF III III III III III III III III III III III III III III III III III III III III III III III III III III III III � III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III
PROJECT NAME:
NEW 40 YR. COMP. SHINGLE
ENT. ROOF
TOP HT.ABOVE
HANNA'S
ABOVE N.G.
RESIDENCE
jj I 4 F 4
1210' PLATE HT.
12
18720 HANNA DR.
- - — — — — — — — — — — — — — — — — — — — — — — — — — — - -
- - — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — —ABOVE 2ND F.F. CUPERTINO, A 95014
WHITE REVISION TABLE:
SMOOTH
W17-2630 W17-2630 W1 -630 STUCCO W1 030
LREVISION DATE BY DEP
0
0
GAURDRAILING HEIGHT:3'1 ABOVE F.F. 01 5.26.22 S.B. PLN
GUARD SHALL HAVE INTERMEDIATE RAILS NEW 40 YR. COMP. SHINGLE
SPACED SUCH THAT A SPHERE 4-3/8 ENT. ROOF
INCHES IN DIAMETER CANNOT PASS
c; C'? �? �? THROUGH.CRC R312.2 EX.#2 AND R312.3
Cn Crn Cn Cn
EX.#2
4
co 12
2ND FLOOR F.F.
F.F. -
�4 - - - - - - - - - - - - - - - - ATTIC
- - - - - - - - 11' PLATE HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - -1� - =- - - - - - - - - - - - - - - - - - - - - - - - - - -
ABOVE F.F.
- - - - - - - - - 10' PLATE HT.
ABOVE F.F.
12
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
OFFICE CLOSET 9' PLATE HT.
ABOVE F.F. IRV
} D14-288 Dll-268 D36-288 KITCHEN&FAMILY COVERED PORCH
THE BAY WINDOWS
z SHALL BE
w CANTILEVERED FROM ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
= w THE EXTERIOR WALL q q q DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
Q O AND SHALL BE A o WHITE 100 AMP 4 o ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
a '0 MINIMUM OF 24"FROM SMOOTH ELECTRICAL METER 6' CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
Q THE FINISHED FLOOR. STUCCO FOR ADU BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY.DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
N SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
0
m 16'ABOVE NGL OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
F.F. DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS,OR
B-B CROSS SECTION WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
MAX.RISE=73/4" MAX.RISE=73bf CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
2 — — — — — — NOSING-0.75" — — — — — — — — — — — — — — — — NOSING=0.75" — — — — — — — — — — — — — — — — — — — — — — — —NATURAL GRADE LINE— — — — —
d DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
CRAWL SPACE DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
= III III III III III III III III III III III III III - °:' III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III
SC: 1/4 1-0
I III III III III III III III III III III III III III II III III III III III III III III III III III III III III III III III II III III III III III III III III III III III III III III III III III III III III III III I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III
SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
—_ —_ —_ —_ —_ —_ —_ —_ —_ VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE ES IM SO SHALL NOT
III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III � III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III
—_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I IF ANY VARIATION DISCREPANCY OR OMISSION BETWEEN THE INTENT
III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III
—_ 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 SECTIONSI
STUCCO SHINGLE ROOFING EXTERIOR MATERIAL
EXTERIOR MATERIAL SCHEDUAL SCHEDUAL
TITLE TYPE INFO PROJECT ID: ---
01
ROOF SHINGLE ROOFING BLACK COLOR DATE: APR.2022
SIDING STUCCO SMOOTH SCALE: 1/4" = 11
GARAGE DOOR CLOPAY DARK GRAY COLOR DRAWN BY: S.B.
SHEET NUMBER:
DOOR ALIBABA DOORS DARK GRAY COLOR
WINDOWS MI LGARD TUSCANY / DARK GRAY COLOR AmI03n0l
Community Development Department
Planning Division — Cupertino
CUPERTINQ APPROVED
Case # R-2022-028,
A
Approval Body: Director/ Staff
Approval Date 11/29/22 MS
Signature Emi Su i ama DESIGN
Case Manager
27-3"TOP HT.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
ABOVE N.G.
4 4 AMSDESIGN
NEW 40 YR. COMP. SHINGLE 12
ENT. ROOF 12
4 4010 MOORPARK AVE#101,
1z SAN JOSE,CA 95117
- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — —
— — — — — 10, PLATE HT. TELL:(415)254.1606
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E-MAIL:OFFICE@AMSDESIGNLLP.COM
ABOVE 2ND F.F.
D27-248
GAURDRAILING HEIGHT:3-6"ABOVE F.F.
GUARD SHALL HAVE INTERMEDIATE RAILS CLOSET BEDROOP
SPACED SUCH THAT A SPHERE 4-3/8 INCHES W16-305 W16-305G3%%�/�/C�r�
IN DIAMETER CANNOT PASS THROUGH.CRC
R312.2 EX.#2 AND R312.3 EX.#2 0 WHITE 0
SMOOTH
STUCCO THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
0 o THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN.THESE
W18-506 0 Wall &CEILING assemblies separating dwelling units shall have air-borne 0 � CD PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE� REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
sound insulation.Air-borne sound insulation for wall assemblies shall meet a NEW 40 YR. COMP. SHINGLE EXPRESSED WRITTEN CONSENT OF AMS DESIGN.ANY USE OF THESE
sound transmission class (STC) rating of 45 when tested in accordance with I T I ENT. ROOF PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
ASTM E 90.Penetrations or openings in construction assemblies for piping; / DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
electrical devices;recessed cabinets;bathtubs;soffits;or heating, TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
ventilating,or exhaust ducts shall be sealed,lined,insulated or otherwise M 01 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
treated to maintain the required ratings
4 M
4 _ ATTIC 4 N 2ND FLOOR F.F. F.F.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 12 -
N
— — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ 12— — — — — — — - 12 — — — — — — — — — — — — — — — — — — — — — — — --
N- - - - - - - — —° - - - - - - - - - - 11' PLATE HT.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — --— — — — — — — — — — — — — — — — — — — — — — — — —
—�- - - - - - ATTIC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — ABOVE F.F. �
10' PLATE HT.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
BEDROOM(ADU) ABOVE F.F.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
D15-608 D17-908 D36-288 12
9' PLATE HT.
LAUNDRY BEDROOM(ADU HALL(ADU) GREAT ROOM(ADU) THE BAY WINDOWS ABOVE F.F.
SHALL BE r
THE WALL SEPARATING THE ADU CANTILEVERED z
FROM THE MAIN HOUSE SHALL BE GARAGE FROM THE EXTERIOR w o
CONTINUOUS TO FOUNDATION. q WALL AND SHALL BE = w o
0 0 o A MINIMUM OF 24" w > N o
CRAWL SPACE CANNOT HAVE ANY q
FROM THE FINISHED J m CD
COMMUNICATIONTHE DWELLING
UNITS SHALL BE SEPARATED FROM FLOOR.(WITHOUTA a Q
EACH OTHER BY A FLOOR-CEILING BUILT-IN SEAT)
ASSEMBLY HAVING NOT LESS THAN A N
Ll
1-HOUR FIRE-RESISTANCE RATING
WHEN TESTED IN ACCORDANCE WITH
ASTM E 119 OR UL 263. 01 16"ABOVE NGL F.F.
Noswc ois" PROJECT NAME:
MAX.RISE:7 3/4"
THE WALL SEPARATING THE ADU FROM THE MAIN HOUSE SHALL BE CONTINUOUS TO NosING=o.7s" _SLOPES NATURAL GRADE LINE
— — -
- - - - — -- -- -- -- — -- -- -- -- -- -- — — — — — — C—RAW—LSPAC—E SPACE(ADU) - - - - - - - - - - - - - - F—OUN—DATI—ON.—CRAWL SPACE CANNOT HAVE ANY—COM—MU—NICA—TION— - - - - - — C—RAWL—SPAC—E(MAI—N HOUSE) n a a a a a — — — -- -- --
— — — — — — — — — — — — — — — — — —
- - - - - - - - - - - - - - - - - - - - - - - HANNA'S
11
d
— _ = — —
III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III I—III—III—III—III—III—III—III—III—III a III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III III II III—III—III—III—III—III—III—III—III—III—I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RE IDEN E
III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I
S C
18720 HANNA DR.
CUPERTINO, CA 95014
C-C CROSS SECTION REVISION TABLE:
1 L REVISION DATE BY DEP
01 5.26.22 S.B. PLN
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
18710 H N NA DR. 18720 H N NA DR. 18730 H N NA DR. BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY. 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.
V 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.
�:
Ao,
� - � � ��1.,, s� „ SITE CONDITIONS:ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
!� 1 4g + �R. 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
`�•'"1`ts' _ — — DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
i 1 DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET TITLE:
PROPOSED SECTION/
STREETSCAPE
ELEVATION
PROJECT ID: ---
DATE: APR.2022
SCALE: 1/8" = 1'
2 STREETSCAPE ELEVATION
DRAWN BY: S.B.
SHEET NUMBER:
AmO102
Community Development Department ��� �� TREE DRIP
Planning Division — Cupertino �� ♦♦ ❑ LINE TYP.
CUPERTINO APPROVED I�
Case# R-2022-028, i Exiting plum tree to be
removed % N820 59'
12"QlAMS
Approval Body: Director/Staff 60.0 21 "W
Approval ate 11/29/22 Nombee"
Ul
Signature Emi Su i ama 1
1 � P.
I I DESIGN
0 5
Case Manager 1 1 'U.E.
LLL
1 r ❑ �
1 oNOO AMSDESIGN
% ❑ 4010 MOORPARK AVE#1 01,
� ❑ SAN JOSE,CA 95117
%♦ STEPS ❑ TELL:(415)254.1606
H-VAC �� E-MAIL:OFFICE@AMSDESIGNLLP.COM
UNIT i GROUND
TI
°o ' ❑ ❑ ��
r—
LU
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
3 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
❑ I s I MAz1ER8DRM GROU D PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
BEDROOM DESIGN.ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
w's^xtn-r
O TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
I I z,66 I
666 a66
CLOSET I I CONC
sa^xzn'
L ♦ ) I I CLOSET
R O o CONQ
GROUND z
T r /
O I BEDROOM I HALL I ' ♦` O
O ,a'.z"x ma z•xts-m•
LU I BATH I (3)7 0 % = o
y g I BATH 1 BE DROOM � I 8'�6'Xd'1P I 1
270 EXISTING FENCE
_^ O o I % / TO BE REMOVED
v , _ ♦ I
o O
LU O O t o II I HOUSE I
O � � FF:200.86 �
KITCHEN II I I 1 I s
VING
sTE Is °'X1zb III „" I CDCD PROJECT NAME:
v I I I I WH I -
- = 1 I I HANNA'S
GNnoio I
to 3snoH
RESIDENCE
Ly
g 2-
18720 HANNA DR.
9196V=I=I I CUPERTINO, CA 95014
39Vd J 'o I 3snoH
- - - = - - - - °= - - - - N3wq- I REVISION TABLE:
X F , 00 op
� ♦
LU — ♦` I I I I REVISION DATE BY DEP
EXISTING FENCE f •
L ❑TO BE REMOVED '�� %♦
F F -- F % I I I i 01 5.26.22 S.B. PLN
�![L
F — F —F — J ` F - - - -
0080 02 9.4.22 A.G. PLN
Jf
�..L j � 1 8110
1 ♦ 1 �
O ��
GROUND `70 __ dop�� CONC SSC
I
%%
dop
N820 59' 21 "W
❑ 60.0 ❑
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
WM DIMENSION,GRADE,EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
CONC SIDE ALK 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-
CONC ROLLED CURB / p DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
lr V ❑ CONC ROLLED CURB 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
SSMH COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
RI M:196.88 IF ANY VARIATION,DISCREPANCY OR OMISSION(BETWEEN THE INTENT
570.8 S Q V 2° 59' ❑ OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
4 21 "E DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
"BASIS OF BEARING" SHEET TITLE:
HANNADR DEMO PLAN
(R/W: 50')
CONC ROLLED CURB NORTH
PROJECT ID: ----
DATE: APR.2022
SCALE: 1/4" = 1'
LEGEND : DRAWN BY: S.B.
1 DEMO PLAN SHEET NUMBER:
EXISTING WALL TO BE REMOVED
SC: 1/8"= 1'-0"
�GRAP 41C �SC8 LE o 118 INCH = 1 FEET 20 30 DEmOl
ommu ity Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case# R-2022-028,
A
A rova I Body: irector/Staff M e n a ka Rao
pp y� PLANT LIST: 18720 Hanna drive, Cupertino
Approva I Date 11/29/22
WUCOLS
Signature Enii Su i ama KEY TREES Region 1 LANDSCAPE DESIGN
Case Manager
BOTANICAL NAME COMMONNAME SPREAD SPACING 4653 MonteCarlo Park Court
Fremont CA 94538
LAG FAU Lagerstroemia X Fauriei 'Tuscarora' Crape myrtle LOW 30' high Fremont,
, C 945
LAU NOB Laurus nobilis Grecian laurel LOW 20'high, 15'spread 10'
631
SHRUBS
ROS GRA Grandiflora rose'Gold medal' Rose MOD 5'to 8'tall and wide
ALO POL Aloe polyphylla Aloe LOW 1'-2'tall and wide
CUP SEM Cupressus sempeNrens Italian Cypress LOW 15'-20' tall and wide 5' DRAWN BY:
RHU LAN Rhus lancia African sumac LOW 25'tall and 20'wide 10, MENAKA RAO
LAV HID Lavandula angustifolia 'Hidcote' Lavender LOW 1-2'tall and wide
5 "mm°®° N82° 59' 21"W 60.00 UTILITY
SIGNED BY:
4 RHU LAN 15g,min G' high RUSSELL STRINGHAM
P
at 10, c/c spacing LA #3091
#1,12"dia tree to be removed
Q ° / � 4LAVHID5g.:.:.... GENERAL NOTES ❑ANDSCAPE DOCUMENTATION PAC❑AGE
G ° CLOSET
El
•.:•
BEDROOM AND CHEC❑❑I ST
:�ifI: AT : .
� THE I ANDSCAPE DESIGN FOR THIS PROI�CT COMBINES
• • • • • • • • • • • • • • • • • • • BOTH DROUGHT TOLERANT PLANTINGS, AND A HIGHI Y
: :28'X:I2': 3 LA NOB 1 5g, min G' high PRO�CT INFORMATION
EFFICIENT DRIP IRRIGATION SYSTEM TO COMPLY ITH T
P o - -
o at I O c c s acin• � / THE -OCA-❑ATER ORDINANCE, AND PROVIDE A
p g
A. DATE: a28-2022 i 0
ANDSCAPE THAT IS C ATER ❑ ISE SUSTAINAB� AND 2
o — Q a
B. PRO�CT APPLICANT: BAHRAM A_❑AHYAR❑ADEH
o d
::OE MAINTENANCE.
�i H 18720 HANNA DR, CUPERTINO, CA 95014 Q
a ° BATH MOST OF THE P-ANTINGS PROPOSED ARE DROUGHT APN NO: co Z FN w Q
TO❑❑ERANT ❑ ITH A HIGH MALORITY HAVING THE z N �
❑ UCO-S CASSIFICATION OF ❑00 OR VERY 110- D. TOTAI I IRRIGATED I ANDSCAPE AREAI I 1 15 1 1 I II I o 0
KITCHEN ❑ATER USE. THE SPACING OF THE PANT MATERIALS E. ❑ATER SUPPEY: POTAB�, CA--[]ATER
ALTO THE P-ANTS TO MATURE TO THEIR ULTIMATE F. PRO�CT TYPE: COMPETE RESIDENCE REMODE❑
SI-E - ITHOUT THE NEED FOR SHEERING, HEADING G. PRO::ECT CHEC❑❑IST: SEE BE❑OL S
H. PROEECT CONTACTWENA❑A RAO L50 �44 7L31,
COVERED PORCH I BAC❑,AND E❑CESSIVE OFFHAU❑ING OF CUTTINGS. THE . RUSSE--II STRINGHAM, 408-88C-4089
P SPACING OF THE ANT MATERIALS ALSO A❑- ❑0 SOME
GREAT ROOM _ NEGATIVE SPACE ❑ HICH ❑ I❑-PROVIDE A NON-OVER 1. ::ANDSCAPE DOCUMENTATION PAC❑AGE CERTIFICATION:
10 CUP 5EM 1 5g, min G' high PLANTED 1100-, AND VISUA❑INTEREST. A❑❑AREAS NOT
at 5' c/c spacing SCREENING B UND Y LEGEND PLANTED L ILL HAVE A 3" MINIMUM LAYER OF MULCH " 1 agree to comply with the requirements of the water efficient landscape
1 FOR - EED PREVENTION, SOI I I STABIJ ATION,AND ordinance and submit a complete landscape documentation package"
CONCRETE ❑ATER RETENTION.
- PAVERS THE IRRIGATION SYSTEM IS ROBUST, TIME PROVEN, S[EI❑❑E10
CLOSET j p ITH All-SHRUBS AND GROUNDCOVERS BEING DRIP
IRRIGATED. THE FAL N I-L BE SPRAY IRRIGATED.THE
For upper floor window sizes, o°° MULCH IRRIGATION SYSTEM USES A CONTROLLER THAT HAS
o Q° refer architectural dwgs. 2. I I ATER EFFICIENT ANDSCAPE I I OR .SHEET
BEDROOM Note: windows above mimimum THE CAPABI❑TY OF BEING ❑ EATHER BASED, RECIEVING
a sill level DAI❑Y C EATHER INPUT TO ADaJST THE IRRIGATION D. HYDROI ZONE INFORMATION TAB E - SEE SHEETS -2
- p #2,3 nos 7" dia tree to be removed SCHEDULE BASED ON READ TIME :1 EATHER INPUT. THIS E. ❑ATER BUDGET CA-CUATIONS MAI A AND ET U- SEE SHEETS -3
Q° (tree details to be provided by LIMESTONE PAVERS - 1 E]IMINATE I ATERING DURING TIME OF HIGH 3. SOL MANAGEMENT REPORT
arborist) HUMIDITY, RAIN, OR HIGH SOIL SATURATION. THE CONSUdT CIVIC
O IRRIGATON SYSTEM - 1--BE A-u HARD PIPE 4. 1 ANDSCAPE DESIGN P AN
P O / KITCHEN&=AMITY o C) ADJACENT RE51DENTIAL UNDERGROUND, - ITH THREADED RISERS, AND A SEE SHEET a1
o O BUILDING ® EX15TING TREES THREADED DISTRIBUTION HEAD, ❑ ITH NO PO❑Y PIPE OR 5. IRRIGATION DESIGN PI AN
LAU"DRY o° O
O BARBED CONNECTIONS. Y-STRAINERS ❑ I❑-BE USED
P o o � SEE SHEET a2
AT EACH VALIVE.
❑
ADJACENT KE51DENTIAL o SEE DCIIV D-ENGINEER PEAN SHEET
SCREENING/LARGE A ❑ANDSCAPE IRRIGATION AUDIT IS RELUIRED. THIS
BUILDING �G o° W SHRUBS AUDIT MUST BE COMPETED BY A CERTIFIED ❑ANDSCAPE DOCUMENTATION CHECCCIST
P�� o° - LANDSCAPE IRRIGATION AUDITOR, NOT THE DESIGNER
p Qo M OR INSTAL-ER. THE AUDIT MUST BE SUBMITTED TO THE P 2. ATER C INFORMATION-
EANDSCAPE 1 OR❑SHEET- CHEC❑
o O BUI�DING DEPARTMENT, - ITH A CERTIFIECATE OF 3. SO11 MANAGEMENT REPORT- DEFERRED
a / O �ihi` COMPLETION pPPENDI❑C❑AS RE❑UIRED BY THE 4. ANDSCAPE DESIGN P❑AN-CHEC Q
Y O° ° SMALL SHRUBS DEPARTMENT OF ❑ATER RESOURCES, PRIOR TO 5. IRRIGATION DESIGN PLAN- CHEC I r 1
ti SCHEDULING A FINA❑INSPECTION OF THE ATER ❑. GRADING DESIGN PI AN-CHEC I v
7 CUP 5EM 15g, min 0 high TRASn I o°O z EFFICIENT LANDSCAPE PERMIT.
at 5' c/c spacing TRASH ° Q V
p° � GOLDEN GRAVEL `
1 1
.0 GA° 2°° ° � P❑ANTING NOTES O
p O z z
Q OFFICE p°
O THE PANTING PAN IS DIAGRAMMATIC ON-Y. THE E-ACT❑OCATION OF PANT MATERIA❑
O v TRA5" BATH o o SHAD-BE DETERMINED ON SITE.THE E❑ACT DOCATION OF PANTS ONSITE - I-❑ADHERE TO
p o o O O o o SETBAC-RE-UIREMENTS FROM THE O-TS. /1
O 4K05GRA5g o00 O O OOo .. J
#3,8" dia tree to be removed o O 0000 o THE CONTRACTOR SHA VERIFY THAT THE SDI-TO BE P ANTED IS NATIVE,AND FREE
(tree details to be provided by 00
° o po o o 0 0 0 o FROM ANY FOREIGN MATERIA-S OR SUBSTANCES, ITH A MINIMUM DEPTH OF 8 INCHES W
o
arborist) a ° o 0 0 0 0 0 0 0 o OF NON COMPACTED TOPSOI n/
°° O � Q�
O O OO O O
0 0 O o 0 0 0 0 o O TIL-Arl NE1] PLANTING AREAS TO A DEPTH OF 8",AND REMOVE Arlrl F EEDS,STIC-S, z
4 LAV HID 5g ���� (DRIVEWAY pO o 0 0 o OVER 1 L2 INCH DIAMETER AND ANY OTHER MATERIA THAT -OULD BE HARMFU❑TO O
W / a �fQr paving details Oo 0 0 0 0 o O TO PLANT GRO❑TH. ~
= refer civil) � e ... O O
O� o
° pervious.pavers ' a
(� �� i �� A NE PANTING AREAS SHA RECEIVE A 3" AYER OF COD
000 O O
#a,7" dia tree to be removed _ 3 DEPTH MU CH RESIDUA- TI—IN TO A DEPTH OF AND FINE GRADE
(tree details to be provided by o NON I RRI.GATf D..TU RF - Q
arborist) O
8 PAVEKS 4" •" "�{;• ••;•;••;•; A-❑PLANT MATERIA❑SHAD-RECEIVE"AGRIFORM"FERTIA-ER TABLETS AT THE TIME Uj
�i` 00
3" BERM OF PANTING, INSERTED IN THE BAC-F1❑❑MI-AT HA F THE DEPTH OF THE ROOTBA-a J
;; ;; ;; TAB ET DUANTITIES AND SI-E AS INDICATED ON THE PANTING DETAILS.
z
:: :` — — FIN GR—
AFTER FINE GRADING,AND PANTING, PRIOR TO TOP DRESSING ❑ITH MUDCHDA
a BAC REF I❑E M I C PRE-EMERGENT HERBICIDE SHA-❑BE APPAED AT A RATE AND METHOD
................. RECOMMENDED BY THE PRODUCT MANUFACTURER. SPREAD AS A TOP DRESSING,A 3"
u Iliffilli ❑AYER OF MUCH, IN A=P-ANTING AREAS FOR REVISION REVISION DATE
N82° 59' 2 "W 60.00 ,/ _ _ ADDITIONA❑❑EED CONTRO❑AND L ATER RETENTION. SUBMIT A SAMPLE FOR APPROVA❑. plan
5 ALO POL I g °°u C 21 GRAM P CANT TAB EET A-❑PAANT MATERIA❑SUBSTITUTIONS SHA-❑BE APPROVED BY THE O❑NERS OR THE p 09-0 2-2 2
CONC SIDE WALK o7 1 GC 1TABCETS ANDSCAPE ARCHITECT. update
I LAG FAU 24box 5 GC 2 TABLETS A-DPANTING DETAI-S SHA❑❑BE CLOSE-Y FO-❑O❑ED,AND ADD-OCA GOVERNING
15 GC 3 TAB LETS CODES SHAD-BE MET. 1 1 0-1 0-2 2
A--PANT MATERIALS SHA-❑BE IN A HEALTHY,VIGOROUS,AND DISEASE FREE
CONDITION.THE PANT SIDE SHAD-BE PROPORTIONA❑TO THE CONTAINER SI-E
SPECIFIED. PANTS NOT MEETING THESE REQUIREMENTS ❑10-BE REFUSED, EVEN IF
A❑EO❑ ROOT BADE TO PANTED.
SETTEE TO FINISH GRADE IT IS THE RESPONSIBILITY OF THE Ou NER TO SUBMIT-ANDSCAPE PLANS TO THE DATE:
FOOT TAMP GOVERNING MUNICIPALTY FOR APPROVAL
OF THE PANS,AND TO OBTAIN BUILDING PERMITS. IF ANY CHANGES OR ADDITIONS 06-2 8-2 2
TO THE PLANS NEED TO BE MADE.THE O-NER SHALL RETURN THE PLANS, ITH THE
CITY REVIE- COMMENTS FOR REVISIONS. FINA-APPROVA-MUST BE OBTAINED FROM
SHRUB PLANTING THE GOVERNING MUNICIPALITY PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. JOB:
A-❑E❑ISTING TREES HAVE BEEN LISTED IN REFERENCE TO THE SURVEY DRA- ING.
ARBORIST REPORT PENDING.A-D E-ISTING TREE DETAI❑SFIRECOMMENDATIONS TO BE BY ARBORIST.
nI
' `�•T•S• I HAVE COMPLIED ❑ITH THE CRITERIA OF THE -ATER CONSERVATION IN ANDSCAPING SCALE:
HAN NA DR ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF ❑ATER IN THE ANDSCAPE
DESIGN PLAN.
(R/W. 50') A MINIMUM OF 3-INCH AYER OF MU-CH SHA❑❑BE APPLIED ON E❑POSED SOL SURFACES OF 1 ' — 1/8 11
PLANTING AREAS E-CEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT
SEEDING APPACATIONS ❑HERE MUCH IS CONTRAINDICATED.
FOR SOILS ASS THAN ❑❑ ORGANIC MATTER IN THE TOP ❑INCHES OF SOIq COMPOST AT A
RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1000 Su FT OF PERMEABLE AREA SHA--
BE INCORPORATED TO A DEPTH OF SI❑INCHES INTO THE SOIa SHEET:
L — 1
0❑ 4❑ 8❑ 1❑❑ 32E A CERTIFICATE OF COMPLETION SHALL BE FIL ED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE -ANDCAPE
LANDSCAPE PLAN AND CERTIFIED BY EITHER THE DESIGNER THE CANDCAPE
PLANS, d IRRIGATION PLANS, OR THE CENSED LANDSCAPE CONTRACTOR OF THE PROEECT.
Community Development Department
Planning Division — Cupertino
CUPERTINQ APPROVED IRRIGATION NOTES
Case # R-2022-028, PAN IS DIAGRAMMATIC[THE E❑ACT ❑OCATION OF VAEVES, ❑INES, HEADS, ETC., SHA❑❑BE
q DETERMINED IN THE FIEAD. ANES SHA❑❑BE IN A COMMON TRENCH ❑HERE POSSIBEE.
IRRIGATION TRENCHES SHA❑❑ADHERE TO SETBAC❑RE❑UIREMENTS FROM THE O❑TS.
Approva I Body: irector/ StaffApprova I Date 1ctor THE ENTIRE IRRIGATION SYSTEM ❑1❑❑BE Li ITHIN THE PROPERTY BOUNDARIES.THE LOCATION M e n a ka Rao
OF MAIN IINES, BAC❑F11011 ,VAdVES, ETC., ON THE DRA❑ INGS, IS SCHEMATIC.
Signatur End Su i ama LINES SHA❑-I BE IN A COMMON TRENCH C HERE POSSIBLE. LANDSCAPE DESIGN
Case Manager LINES AND SLEEVES TO BE INSTA❑IED UNDER PAVING SHA❑❑BE SCHEDULE 40 PVC.
4653 MonteCarlo Park Court
THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ❑OCATING AND PROTECTING A❑❑ Fremont, CA 94538
UNDERGROUND UTIATIES. THE CONTRACTOR SHA❑❑NOT OPERATE ANY HEAVY E❑UIP. Ph:650 644 7631
OVER UTIEITY ❑INES AND SHA❑❑HAND DIG ANY TRENCHES ❑ ITHIN 5COF UTI❑ITY ❑INES.
THE CONTRACTOR SHA❑❑REPAIR ANY DAMAGE TO UTIATY 11NES AT THE CONTRACTORIS O❑N E❑PENSE.
IRRIGATION SYSTEM ❑AS DESIGNED FOR A MA❑IMUM OF 18 GPM AT 40 PSI ❑OR❑ING
PRESSURE -L ORST CONDITION AT FURTHEST HEAD-DRIP UNIT. IRRIGATION CONT.
TO VERIFY PRESSURE PRIOR TO CONSTRUCTION OF ANY PART OF THE IRRIGATION DRAWN BY:
SYSTEM. IF ❑OR❑ING PRESSURE IS GREATER THAN 75 PSI, CONSU17r THE ANDSCAPE
°PO ARCHITECT FOR USE OF A PRESSURE REGULATOR. IF ElOR❑ING PRESSURE IS LESS THAN MENAKA RAO
N82o 59 21 W 60.00 40 PSI CONSU11T ANDSCAPE ARCHITECT.
3-4" 3�144„
THE ❑LATER SOURCE FOR THE IRRIGATION SYSTEM SHA❑❑BE PROTECTED FROM BAC❑ SIGNED BY:
F11011 BY A BAC❑F11011 PREVENTER 70 BE INSTA❑CED IN ACCORDANCE
HYDROZON E 4 ❑ ITH CITY STANDARD DETAILS. RUSSELL STRINGHAM
A❑❑VAI NE ❑ IRING SHA❑❑BE COPPER U.a APPROVED FOR DIRECT BURIA . CONNECT
LA #3091
A_4 0................................................................................... HYD RO�O N E 1 ❑ IRES USING SPLICE-❑OTE U IRE CONNECTORS. IRE SI E TO BE LJ12 A G MIN. LRUNS
1
�� ❑ONGER THAN 1000 FT. HA❑�BE 10 A❑ ❑ NE SPARE CONTRO❑❑ IRE TO BE PROVIDED
1 „ 4 CLOSET .................................................................................... A_1 S G o
BEDROOM 1 THROUGHOUT
��
1
A❑❑BAC❑FI❑❑MATERIA❑SHA❑❑BE FREE OF ROC❑S [OVER 34 AND OTHER E TRANEOUS
MATERIA❑S,AND SHA❑❑BE COMPACTED TO PREVENT SETTdNG.
3.4"
........ ......... ......... ......... ::::... AT -OB COMP-ETION SUPP❑Y O❑ NERS ITH CONTRO❑IER ❑EYS,AND MANUFACTURERS
T
31411 PRODUCT INFORMATION. PQG 9 b�,l,Jy
BATH �O "O
A--IRRIGATION DETAI-S SHA--BE C❑OSEdY FO❑❑0❑ED,AND All[]GOVERNING CODES SHA-- 4 Q It
BE SATISFIED. Z EN J
U) 11
KITCHEN O N p Q
NEI
THE DRIP IRRIGATION SYSTEM ❑AS DESIGNED TO PROVIDE ONE DISTRIBUTION INE TO EACH
SHRUB INES SHA NOT BE TEEDgAND T❑O LINES FOR EACH TREE. > ' O
0
COVERED PORCH '� �
❑ - THE IRRIGATION CONTRACTOR SHA❑❑COORDINATE THE SPRIN❑FER HEADrDRIP UNIT ❑OCATIONS S
GREAT ROOM AND ❑UANTITIES ❑ ITH THE PANTING PLAN,AND PROVIDE PROPER IRRIGATION TO A❑❑PANT
� MATERIA❑S SHO❑NON THE PANTING PLANS. THE IRRIGATION CONTRACTOR SHA❑❑TEST THE
Q IRRIGATION SYSTEM PRIOR TO ANY BAC❑FIE]-ING,AND SHA❑❑CONTACT THE LANDSCAPE
ARCHITECT❑ ITH ANY DESCREPANCIES BET[]EEN THE DRA❑ INGS AND READ CONDITIONS.
W L NO TRENCHING ❑ ITHIN THE DRIP ANE OF E❑ISTING TREES SHA❑❑BE PERMITTED. IF
CLOSET
L=17 U IRRIGATION EINES MUST PASS THROUGH THE DRIP EINE OF E❑ISTING TREES, CONSU11T THE
ANDSCAPE ARCHITECT.
" _ GREAT CARE SHA❑❑BE GIVEN TO PREVENT DIRT FROM ENTERING THE IRRIGATION SYSTEM
OF BEDROOM DURING CONSTRUCTION. FLUSH THE ENTIRE SYSTEM THOROUGH[�Y BEFORE INSTA ING
ILl THE MA❑I F❑O HEADS. A❑❑DRIP CIRCUITS SHA❑❑HAVE A Y STRAINER AS INDICATED ON
_z THE IRRIGATION ❑EGEND
r �
z I HAVE COMPdED ❑ITH THE CRITERIA OF �LATER CONSERVATION IN LANDSCAPING
ORDINANCE AND APPIED THEM ACCORDINGEY FOR THE EFFICIENT USE OF ❑ATER IN
O / O Q THE IRRIGATION DESIGN PAN.
KITCHEN 8 FAMILY O
6O SEE ❑ATER BUDGET PREPARED FOR THIS SITE AND SUBMITTED ❑ ITH THIS DRA❑ ING SET
O LAUNDRY THE IRRIGATION CONTRO❑EER SHA❑❑BE ❑EATHER BASED, TO AMIT []ATER
Z ❑ASTE PER ❑E❑O 12.44.070C2. CONTRO❑EER MAY NOT RE17Y SO1]E1:Y ON TIME BASED SCHEDUING.
HYDRO❑ONE 3 O IRRIGATION SPRAY HEADS SHA BE PACED AND ADEUSTED TO PREVENT OVERSPRAY ONTO PAVED AREA,
W Q AND ADEUSTED TO PREVENT FOGGING AND MISTING. NO❑❑E❑S TO BE PRESSURE COMPENSATING.
A-3 M
1 0 PRESSURE REGUATING DEVICES ARE RE❑UIRED IF ❑ATER PRESSURE IS BE11011 OR E❑CEEDS THE
1 11 7 O J RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES.
CD CHEC❑VANES OR ANTIDRAIN VANES ARE RE❑UIRED ON A❑❑SPRIN❑EER HEADS - HERE 11011 POINT
ti DRAINAGE COULD OCCUR. L�
UTRASH
z A DIAGRAM OF THE IRRIGATION P AN SHO ING HYDRO ONES SHA❑❑BE ❑EPT ITH THE IRRIGATION CONTRO ER V
QFOR SUBSE_UENT MANAGEMENT PURPOSES.
TRASH
W A CERTIFICATE OF COMP ETION SHA❑❑BE FIL[�D OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE ANDCAPE V
"' °' P ANS, IRRIGATION P-ANS, OR THE ACENSED ANDSCAPE CONTRACTOR OF THE PROTECT.
OFFICE LU
z
p AN IRRIGATION AUDIT REPORT SHA BE COMPEETED AT THE TIME OF FINA INSPECTION. `
O TRASH BOTH
= cn oo 0Q z J
LLJ 314" IRRIGATION LEGEND Z a
° L
z IRRITRO❑MC-E B UE SERIES ❑ ITH "C IMATE OGIC" ON SITE IRE ESS Lu = O
Q 6RIVEWAYa°a °°< ❑ EATHER SENSOR. 8 STATION. ❑ EATHER BASED SMART CONTRO ER.
9 x IRRITRO❑EFS-B150 1 1 A" dNE SI❑E F-0❑ SENSOR TO BE USED ❑ITH THE CONTRO�R. H
LU ` ° ....................................................... CONTRACTOR TO VERIFY COMPABIdTY BET❑EEN THE CONTRO❑�R AND THE F❑0❑ SENSOR. O
O7 pervious paver5 ❑
O C`7 ° ° ° ° °° DO❑ PREVENTER 1 1 C4"
URN I INS REDUCED PRESSURE BAC F Q
- ° ❑ AT POINT OF CONNECTION PROVIDE A MASTER SHUT OFF VANE BURN- I INS r n
z o ° HYDRO❑ONE 2 MODE 850LL FU I PORT BRON E BA VA VE 1 1 A"I_TO BE MOUNTED UPSTREAM FROM `f
0
THE BAC❑FEO❑ PREVENTER.
e3 , 1
RAINBIRD FMD SERIES ANDSCAPE IRRIGATION ' ATER SUB-METER
o 3�, ° 1" A-2 M_1 FM150B 1 1 A" 11.54 TO 100 GPM A IRRIGATION VA VES TO BE DOE NSTREAM
Q
U z a e e FROM THE SUB-METER TO MEASURE A IRRIGATION USED FOR ONDSCAPING. 7 CO c
° ° ° .......... 1 ER USAGE FOR IRRIGATING THE ANDSCAPE. ` V THE SUBMETER I BE USED TO MEASURE AT
THE SUBMETER-IJ iBE P ACED BE 0- GRADE.
N820 59' 21 "W 60.00 M Y STRAINER L IEDINS YSBR SERIES E ITH A 100 MESH SCREEN INE SILELMOUNT
O AS PART OF THE BAC❑FEO❑ ASSEMB[Y.
DOMESTICPOTAB�❑ATER o REVISION REVISION DATE
CONC SIDE WALK PRESSURE 7❑PSI �w - U RAINBIRD FEB SERIES EI�CTRIC REMOTE CONTROEVAdVE SIEE AS NOTED. plan
SITENFD 2W 09-02-22
ON
IT�®®m MT EESI]®m®EE U)w update
1 - PRESSURI❑ED E ATER MAIN, PVC SCHEDUEE 40, BURY 18"MIN. 1 0-1 0-2 2
LOCATION Of MAIN LINE IS SCI-JEMATIC IRRIGATION INE PVC C ASS 200, BURY 12"MIN.
USE S EEVES E HERE EVER IRRIGATION LINES MUST PASS UNDER PAVING,TO BE
COORDINATED ON SITE BY THE LANDSCAPE CONTRACTOR. S EEVES SHA❑I BE 4"PVC
SCHEDU E 40 BURY 18"MIN.,EETEND [I'BEYOND EDGE OF PAVING
DATE:
A2 CIRCUIT DESIGNATION
06-28-22
-1
1 2 GA❑EONS PER MINUTE
VANE SIEE JOB:
HAN NA DR O AGRIFIM MA❑I-FEO BUBBEER
\R/`vV n '. 50�� 1 OUT❑ETSAT 10 GPH EACH OPERATING RANGE 20-80 PSI SCALE:
USE A Y-STRAINER DO N STREAM FROM VA VE FOR EACH CIRCUIT
SEE IRRIGATION EGEND FOR SIDE AND TYPE OF FI TER
USE 1 4"DISTRIBUTION TUBING L.170"I.D. ❑.250"O.D.-PO Y❑ i 1 i / 11
-MA IMUM RUN 8D-LINES SHAEE NOT TEE. PROVIDE ONE INE TO EACH 1 1 8
SHRUB OR GROUND COVER,AND T❑O TO EACH TREE
USE SUPPORT STAEE ES❑AT END
USE BUG PLUG LBP250
- Y STRAINER FORA DRIP CIRCUITS SHEET:
MOUNT IN A SEPERATE P ASTIC BO❑DOE N STREAM FROM THE VA VE.
- ❑UICE COUP ZING VANE,RAINBIRD 44 RC 1", MOUNT IN A PEASTIC VAEVE BO❑
❑ITH A COVER.EEACT EOCATIONS TO BE DETERMINED ON SITE.
0❑ 4❑ 8❑ 1❑❑ 320 L � 2
Community Development Department
Planning ivisio- - Cupertino
CUPLRTINQ PPROVED Maximum Applied Water Allowance Calculations for New and Rehabilitated Residential Landscapes or,WA
Case # R-2022-028,
A Enter value in Pale Blue Cells ���ofwarE,g9� Estimated Total Water Use a _ 9
v
-1 ��� Equation: ETWU = ETo x 0.62 x [((PF x HA)AE) + SLA]; Considering precipitation ETWA =(ETo-Eppt)x 0.62 x [((PF x HA)AE) +SLA] s
Approval Body: Director/ StaffTan Cells Show Results w - m
Approval Date 11/29/22 Enter values in Pale Blue Cells OF P Menal<a Rao
Messages and Warnings s, �P
Signatur E iSu i ama 9TFOFCa6� 0 Tan Cells Show Results LANDSCAPE DESIGN
ase Manager
San Jose Name of City Messages and Warnings 4653 MOnteCarlo Park Court
Click on the blue cell on right to Pick City Name ty g g Fremont, CA 94538
ETo of City from Appendix A 45.30 ETo(inches/year) I Ph:650 644 7631
0 Overhead Landscape Area (ft) Irrigation Efficiency Default Value for overhead 0.75 and drip 0.81.
Plant Water Use Type Plant Factor
615 Drip Landscape Area (ft ) Very Low 0 - 0.1 DRAWN BY:
Low 0.2 - 0.3 MENAKA RAO
0 SLA (ft) Medium 0.4 - 0.6
High 0.7 - 1.0
Total Landscape Area 615.00 I SLA 1 SIGNED BY:
Results: I RUSSELL STRINGHAM
(ETo)x (0.62)x [(0.55 xLA) + (1.0 - 0.55)X SLA)] 9,500.09 Gallons I LA #3091
Select System
1,269.98 Cubic Feet From the Enter
12.70 HCF I Dropdown List Plant Water Use Hydrozone Irrigation
click on cell Type (s) (low, Plant Factor Area (HA) (ft2) Efficiency
0.03 Acre-feet I Hydrozone below medium, high) (PF) Without SLA (IE) (PF x HA (ft2))/IE
0.01 Millions of Gallons I Zone 1 Drip Low 0.30 265 0.81 98 ��� T * b
MAWA calculation incorporating Effective Precipitation (Optional) I Zone 2 Drip Low 0.30 130 0.81 48 P� �09 ��d
Precipitation (Optional) Zone 3 Dri Low 0.30 80 0.81 30 zQ wN
ETo of City from Appendix A 45.30 ETo (inches/year) I Zone 4 Drip Low 0.30 0.81 52
U J
p z0 U
Total Landscape Area 615.00 LA (ft)
Special Landscape Area 0.00 SLA (ft2) Zone 99
Zone 100 s 5
I �Tnt;;I228 annual precipitiation (inches/year) SLA 0 0
Enter Effective Precipitation 0.00 1 Epptin/ r 25% of total annual precipitation) Sum 1 615
I
Results
Results:
=
MAWA= [(ETo- Eppt) x (0.62)] x [(0.55 x LA) + ((1.0 - 0.55) x SLA)] - Gallons MAWA 9,500 ETWU= 6,398 Gallons ETWU complies with MAWA855 Cubic Feet
Cubic Feet I 9 HCF
HCF I 0 Acre-feet
0 Millions of Gallons
- Acre-feet I (n
Millions of Gallons w
TREE OR O
SHRUB
BUG PLUG a
(BP250) o
I HAVE COMP❑ ❑IED ITH THE CRITERIA OF THE MODE❑ VALVE BOX(EB6) O
❑ATER EFFICIENT ❑ANDSCAPE 1/2" MINIMUM � �
ORDINANCE AND HAVE APP❑IED THEM FOR THE EFFICIENT USE OF ❑ATER IN THE FINISH GRADE 3/4" MAXIMUM F__1
IRRIGATION DESIGN P❑AN 12"MAX, I 1
APP❑ICABEE CODES W Q Q
WELO PLANTING , IRRIGATION LAND5CAPE AND LANDSCAPE LIGHTING PLANS V (D
t�� 0-1-28-2022 IH�NIHH 1�11111
SCOPE OF ❑ ORE] RUSSE-i_STRIN AM ❑A 113091 z v
2019 CALIFOKNIA BUILDING CODE, 2019 CALIFOKNIA RESIDENTIAL CODE, 2019 CALIFOKNIA AGRIFIM DISTRIBUTION Uj z
ELECTRICAL CODE, 2019 CALIFOKNIA MECHANICAL CODE, 2019 CALIFOK TUBING (A250)
NIA FIRE CODE A5 Q
AMENDED BY WOOD51DE FIR O
SUPPORT STAKE (ss)E. z Q
AGRIFIM MAXI-FLO'11 DRIP BUBBLER 7
❑ Et❑H❑Er❑ ❑Ed P[Ir❑❑ SIZE AS NOTED ON PLANS L
A. Work Hours: Working hours are 5trlctly between the time mentioned below. Q 2» Q
7:30 AM TO 5:30 PM- MONDAY-FKIDAY
6:00 AM TO 1 :00 PM- 5ATUKDAY W rr�
Con5tructlon parking 15 permitted only on the 51te and only on the 51de of the street fronting the Q/ V
property for which the permit 15 155ued. 1 "MIN z
1/2" X 6" SCH. 80 PVC NIPPLE O
N❑❑ 2"MIN 4-PRY 1"D 24"RUBBER TIES r\
A. Exce t a5 otherwl5e permitted under th15 cha ter, n0 er5on shall cause and no property owner YP NAILEINSTAD TO D A To IST❑ SCH. 40 PVC TEE OR ELBOW
p p p p p p Y O NAKED TO STARE
shall permit on such owner's property, a no15e produced by any person, machine, animal or device, or z @ 1
any combination thereof, In CXC055 of the Sound level 11MIt5 set forth In th15 5ectlon to emanate from ° PINE STAGE PVC LATERAL LINE �LICO _3any property, public or private, beyond the property line, a 1 114"GADV.ROOFING NAIL
Any sound In excess of the Sound level 11m1t5 set forth 1n th15 5ectlon shall con5tltute a no15e LI EACH END❑ z
dl5turbance. For ur o5e5 of determining sound levels, sound level measurements shall be made at an TREE
p p g y
location on the receiving property. Profe551onal Certification of meeting th15 rectulrement may be PAN 1"L 4°RO D
required prior to final inspection.
Q, o 0 NOTES: REVISION TEFLON TAPE TO ALL THREADED CONNECTIONS. REVISION REVISION DATE
B. Sound Level Llmlt5: 7a.m to 10 p.m. GO d5a/10 p.m to 7 a.m 50 dBa 000�o a o 2. SECURE END OF TUBING WITH AGRIFIM SUPPORT STAKE (S6).
0 00 0
00
0 0 000
IRRIGATION SCHEDULE RUBBER TIES PLACED
�� �� ❑'MAD BE OD MAIN FORE] MAXI-FLOW RISER DETAIL_
1.ILi L
rrlL❑❑�❑ =❑d❑old �] �❑ ❑®❑❑❑=❑®❑ ❑❑❑❑ErOid ❑❑❑Cd ❑❑ 2 ®3 ® ❑❑❑ ❑❑❑❑En]- ®❑ ®m❑ ❑❑® AORTD ISTNCNAIEED TO SDTAOE NOT TO SCALE
0ffff❑❑d ❑❑11D M ❑ ❑❑❑❑[Hir lam❑ [EITME]111 ❑ E1 ❑❑[[[] ❑ mlI' ❑❑lam]❑r❑❑111]❑-❑ ❑11FrF11ID❑lU11d. w L2D2"DIA ODGE POD
PINE STARES-15 GAD OR P-ASTIC BOL ❑ ❑LOC❑-
ALi n- O=EEr: T❑m ❑ ❑❑❑❑❑m r❑❑ m ❑ ❑L20 ❑ FM❑FM❑ _ ¢ o SMALLER, L2D3"DIA AB E COVER, SET FLUSH
N❑m❑ ❑a-- M❑ram R❑❑ ® ❑ ❑❑15 ❑ ®❑®❑ 0 DODGE POD PINE STARES- TO GRADE
� >LL 2a"oRLARGER 1" MA FIN GRADE DATE:
T❑❑ ❑ m❑ ❑❑ m❑❑❑®❑❑r❑®❑d❑m EOr 7110 ❑ ❑❑®❑DEN❑m❑ EF1r Ell]F❑a-❑a-❑ Add®❑❑m❑E[IrFOE ❑❑ U °R z_ 1"D 4"ROUGH REDD OOD D❑
❑❑❑d m❑ ❑❑ Or❑E[d Dd � ❑®❑❑ ❑®❑❑❑d❑m p Q H O_ L2D2"GAA/NAILS EACH
U_ gz CONNECTION®OCATEON 12 GROUND IRE 06-28-22
° w 2 � } PREVAILING D IND SIDE❑ SNAP-TITE CONNECTORS " MA
2. Irr�❑m❑ Fm❑d❑ ni � �❑ ❑�❑mE❑d �❑d�❑❑ ❑❑❑Cd ❑❑ ❑❑�®❑Q o z"' w o 3"DEPTH BARD MULCH SCHED. 80 PVC UNION [TYPE] JOB:
co Fa- ®❑ mm❑d md' ❑❑®❑ ®❑d=❑� ° �O a Am0❑ ROOT BA-TO ECH STREET E 90 NOT
~ � � = SETTEE TO FINISH GRADE ACCEPTABLE❑ SCHED. 80 PVC NIPPY �1(P❑
M❑Q S❑❑11TIO ❑l1": Ell]l� ❑ El❑❑❑❑TM Elr❑❑ ® ❑ ❑❑71❑❑lII1 El lID❑[111❑ FIN GR 0_
OEO]❑a-- Aa-FFT7❑m ❑ ❑❑❑❑❑® ❑r❑❑ = 0 ❑❑®❑❑®❑ ®❑®❑ o SCARIFY SIDES PVC FEMA E REDUCER SCALE:
Till] �❑ m❑ ❑❑ m❑❑❑mod a�❑ �❑ ❑ [][][[1][]❑E N[]Ell[] ❑o- [EllF❑1i ❑1i ❑❑FME �❑ �❑a❑���❑Ed I][]I[[][] ❑❑mIZI]H��❑tea K Z o BAC D FI DO M I D N
a o C ASS 200 PVC 'ATERAL
8 z PEA GRAVE❑ i _ i /Q 11
Fa- �❑ �®❑�❑ ma❑�❑ ®❑d1F7❑❑ m❑ ❑❑ ir®❑®d ❑❑m ❑ ❑❑❑E. o o FERTILIDERTABCETS ENTIRE AREA OF BO❑ NOTES : 1 1 Q
w o z o 1 GAL 2 TABLETS - z
O❑m ❑=❑=❑d, dr❑❑❑❑❑=1]❑❑❑❑®❑®❑❑❑d ® ❑❑ ❑❑�❑d ❑❑=❑❑m ® ®❑ ❑❑❑m a ❑❑ ❑ ❑❑❑d ❑❑= Q N g o 2 OR 5 GAL - 3 TABLETS 14 CONTRO❑❑ IRES ❑ ❑ �' MIN 01 A❑❑THREADED AREAS
0 15 GAD OTABEIETS SNAP-TITE CONNECTORS SHA❑❑BE HEAVI Y COATED
24"BOL 10 TABLETS
N❑fit T❑❑ ❑❑❑m [][][Ell❑FTM❑❑❑ ❑❑Cd❑. Irr11fl❑rFT❑ FM❑d❑[Ell❑m❑ 111111 ❑did ❑❑❑❑❑ ❑ ❑❑❑11r d❑❑❑❑d®❑ ❑❑ ❑=❑m❑❑tea- ❑❑d mFFM❑dM❑a OR LARGER PROVIDE ONE SPARE ❑ ❑JOINT COMPOUND.
Existing fully established plants and trees on site that were retained are to be irrigated as per an `established landscape schedule'. 1- "MIN ❑DOPED CONTRO IRE A❑❑CONTROL]❑ IRES 3 FT. INTO SHEET:
UP
Dr❑❑❑❑❑7]TT❑❑❑❑®❑�❑❑❑d 71 FIE]r❑❑❑ ]-�El❑�]� ❑ ®❑ ®mom El mlT❑❑❑�❑❑❑d EOr E ❑❑ ❑�❑ ❑� ❑❑� �❑❑FEE❑d❑ - Dm 4"DIA 3 PERFORATED EACH BOLA E❑CEPT
2 CONTAINER PVC PIPE L CSTYRENE IN CLUSTERS.
❑❑lam E]❑lam l� ❑❑��❑ ❑❑ HEED EHM ❑ ❑ ❑❑lam DRAIN GRATE COVER
❑ L]Lmr ❑md LL]' [Il'LHI❑FU❑ ❑d' ❑ ❑❑LE] OL ❑❑ ❑❑®❑ E11❑MA❑ A m�❑❑LIEm❑❑❑ LE Li❑LO ❑ ❑❑®❑®. SCHED. 40 PVC TEE -SST-
PVC MAIN dNE
T I][] �-�❑�❑ m❑�❑�- ❑=❑ ❑❑❑��- ❑❑md ❑❑m❑mod � [Hill �-�❑®❑ �❑❑❑d. E�EVATION r L � 3
TOE0REMOTE C O N T R O ❑ VA❑V E
m❑�❑MIr ❑®-❑mIIID ❑❑® ❑ ❑❑❑=o- ��-❑ ❑®❑,❑❑d ❑d®m®❑ a E]ErOO ❑ ❑d ❑❑=-=❑ =Dd❑= ❑❑®❑ ❑®®❑❑md ❑❑ ®mm❑❑O]ar. TREE P LA N T I N G
TOE❑®-❑®FTF❑❑Elo-n❑d❑IE111 ® ❑❑❑❑ ErE===❑ ❑❑d ❑=❑® ® m❑m-m 0❑E]-. N.T.S. N.T.S.
Community Development Department
Planning Division - Cupertino
CUPERTINO APPROVED
LEGEND
Case# R-2022-028,
- - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPERTY LINE AC ASPHALT
AD AREA DRAIN
Approv I Body: Director/Staff EXISTING LOTS ANC ANCHOR
Approv I Date 11/29/22 BSBL BUILDING SETBACK LINE
196.64 �196.50196.53 „196.45196.30 19621 CENTERLINE C&G CURB AND GUTTER
Signatui a Emi Sugiyama 1
196.25 x196.12 x196.08 x195.93 x195.85 CB CATCH BASIN
196.3210
Case Manager 196.21 196.14 196.15 196.02 195.95 EASEMENT LINE CO CLEAN OUT
- - - - - - -
CONC ROLLED CURB DW DRIVEWAY
HANNA DR SANITARY SEWER LINE E EM ELECTRIC METER
(R/W: 50') - - _ -SD STORM DRAIN LINE EP EDGE OF PAVEMENT
FH FIRE HYDRANT
>> -OH OVERHEAD POWER LINE GA GUY ANCHOR
AC BASIS OF BEARING GM GAS METER
WOOD FENCE GV GAS VALVE
x x196.54
196.88 S82° 59' 21 "E 570.8448 VALVE
-- - - - - -- _ _ _- - - -ss -- --ss - - - - -- -- - s - � - - -� - -- - - - �5 -- s ems= ss ss ss ss E
196.75x x196.68 196.64x -- - - - � -�-
x196.62 POWER POLE
SSMH x196.61 MB MAIL BOX
RIM: 196.88 FIRE HYDRANT AC MH UTILITY MANHOLE
P.U.E. PUBLIC UTILITY EASEMENT
xlss 3s P BRICK CONC PILLAR
196.30 JOINT POLE PP POWER POLE
CONC ROLLED CURB CONC ROLLED CURB \p SURVEY MONUMENT FOUND S RADIAL BEARING
L STREET LIGHT
SDMH STORM DRAINAGE MANHOLE
196.20 196.12 196.10 196.04 196.01 195.95 196.04 195.96 TBM (ELEVATION) SSMH SANITARY SEWER MANHOLE
1ss.aa 196.19 x195.96 x195.92 x195.89 x195.94 x195.87 x195.78
196.12x x1ss.25 x196.14 x1s5.9s 196.31 SSCO SANITARY SEWER CLEAN OUT
196.50 V " " x x k �196.20
196.62 196.48 196.40 v 196.34 196.31 196.38 196.05 195.98 195.99 196.24 WV TC D THROUGH CURB DRAIN
CONC SIDE WALK WATER VALVE TS TRAFFIC SIGN
196.68 1ss.4s VG VALLEY GUTTER
196.63 x 196.70 D W 196.54 196.47 x 196.44 196.40 196.44 1 ss.2s WM WATER METER
196.64 x D W WM �196.44 60.00 196.53 x 196.37
- - - - - - - - - - - - - - - - - - - - - - - - - DO- - - - - - - - - - - - - - - - - - -
x196.90 N 820 59' 21 "W
wv WATER VALVE
197.03 SSCO � 197.18
197.28 CONC 197.31 \ x197.33 197.42 SURVEYOR'S STATEMENT:
1 197.53 x 197.50 \
CONC / \ 7"0 GROUND I I CERTIFY THAT THIS PARCEL'S BOUNDARY WAS ESTABLISHED BY ME OR UNDER
I GROUND 1s7.s7 1sso3 I MY SUPERVISION AND IS BASED ON A FIELD SURVEY IN CONFORMANCE WITH THE
198.24 LO o \
w � o / 8"O LAND SURVEYOR'S ACT. ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY
19T94 x IC, I—. / 98.54 xlss.21 I THE POSITIONS INDICATED AND ARE SUFFICIENT TO ENBALE THE SURVEY TO BE
198.17 � 198.02 x 197.98 x
198.06 r, r, \8.55 x198. 0 198.64 x 04
RETRACED.
1 198.46 N
oo ao /198.73 198.92
1 198.35 I rn rn 7r7'9866
198.96 � 198.69 i � LAN198.59 198.65 198.95 198.83 198.98
BRICK / 198.97 v RYAN A. MIX
x 198.49 198.66 x
198.68 198.98
_________________ N0. 8743
GROUND 198.95
HOUSE GARAGE 198.96 19881 I RYAN A. MIX, PLS 8743 *� '♦
1 1sa.7 1 I FF: 198.76 0 199.00 Issas I �9TF OF CA�\F���~�
198.73 fO
198.81 � 198.99
rn
198.80 x x s 0 HOUSE
198.92 of of
GROUND x 200.29 DISCLAIMER:
1 198.87 2oo.3s 200.33 I SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR
n 198.82 198.90 200.24
I O I0 GROUND 2oo.3s I I THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN.
O rn 198.83 x19 .69 200.41 200.38
x 198.57 198.90 200.20 198.78 NOTE:
O 198.88 198.93 199.10 199.08
O 1ss.ss 00 STEPS HOUSE STEPS O THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY.
00
198.84 A- 200.2 FF: 200.86 O UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES
1 � 200.24
1 LL 1 \ 19s.93 I O 1 ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND
198.95 \ x 198.66 I O 1 UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED
1ss.s7 1sa.ss 1ss.1s x 1 7-
BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE.
O 199.15
x 1198.91 19s.05� GROUND GROUND 199.19 W BASIS OF BEARINGS:
x // 198.53 O� FOUND SURVEY MONUMENTS. RECORD INFORMATION WAS USED. PER RECORD
1 O 1 \ 198.96 \ (3)7"� 199.23 199.25 I I MAP, BOOK: 54 PAGE: 34 WHICH IS FILED IN THE COUNTY OF SANTA CLARA
1 s9.07
GROUND / I I RECORDER'S OFFICE.
� x199.15 CONC 19900 x199'25 O
O 1sa.s7 199.05 CONC
PROJECT BENCHMARK:
z
N N S.C.V.W.D. BENCHMARK. BM # 166
198.93 xlsass 199.23 0) 0) O ELEVATION=202.71' (NAVD 88 DATUM)
I 1 �1sa.s3 199.1s GROUND m 1 z 1
I 1 GROUND 1 9 35 1
x198.85 SITE BENCHMARK:
199.22 199.24 198.82 H-VAC 0i SURVEY CONTROL SET MAG NAIL
EM UNIT 'sa'99 ELEVATION=196.30' (NAVD 88 DATUM)
199.35 200.24
1
199.32 °� 199.12x x198.93 199.32
199.28
1 I x199.14 199.42 NOTES:
199.39 x 200.22 99.32
39 �
1 I \ 199.41 199.31 1
GROUND o,0 199 38 199.27 XX
198.99
/ STEPS 19s.27x
199.29x 199 9 1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF.
\ �1 198.91 199.23x 199.40 x199.42 199.31 199.30 I 2. THE GROSS AREA OF LAND OF RECORD IS 6,000 SQ. FT. f.
x \ �
199.34 x 199.02
-19937 \ - CONC 19938 - - - \ - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - 3. THE MAP WAS BASED ON A GRANT DEED DOC.# 18317178 BY CHICAGO TITLE CO.
199.40 I DATED 04/12/2005, RECORDED IN SANTA CLARA COUNTY.
5' P. U.E. x199.25 7 it 199.37
199.11 x199.20 199.15 x I
-OH -OH -OH -OH -OH - - -OH - - �� - - - o �� 60 00 -o / �� _O� _o� _� 4. ALL EXISTING BUILDINGS ARE WOOD.
N 82 59 21 W 5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED.
20",12"0
6. THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN
CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE
TREE DRIP PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND
REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE
LINE (TYP.) TOPOGRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR
USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CLIENT'S DIRECTION A
BOUNDARY SURVEY WAS NOT PERFORMED AT THIS TIME WHICH MAY HAVE
DETERMINED THE ACTUAL PROPERTY LINES.
SCALE 1"= 10'
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
1 inch = 10 ft.
Scale:
MP ENGINEERS Prepared
= 10' BOUNDARY AND CITY OF CUPERTINO
by
18720 HANNA DR. S J.N.
CUPERTINO, CA 95014 CIVIL ENGINEERS-LAND SURVEYORS
Checked by: TOPOGRAPHIC SURVEY MAP
R.M.
1534 Carob Lane Los Altos, CA 94024 Date: REVISIONS DESIGN DESIGN CITY APPR.
APN : 375-29-052 08/25/2022 O BY DATE APPR. DATE
Tel. (650) 941 -8055 Fax (650) 941 -8755 Project No: Sheet No: T-1
222032