R-2020-010, RM-2020-008 Stamped Plans Community Development Department REVISIONS
Planning Division — Cupertino A NEW HOME FOR REV DATE BY
CUPER rho APPROVED
Ca s $I$ R-2020-010,
a
Jan k n Sherr R n tun
Ap c va I Body: Director/Staff DESIGNERS SIGNATURE
Ap Iva I Date 10/28/20
Sig ure Erika Poveda
Case Manager
THE PLANS, IDEAS AND DESIGNS SHOWN
ON THESE DRAWINGS ARE THE PROPERT
OF THE DESIGNER. DEVISED SOLEY FOR
THIS PROJECT. PLANS SHALL NOT BE
USED,WHOLE OR IN PART,FOR ANY
OTHER PURPOSE WITHOUT THE WRITTEN
PERMISSION MICHELLE MINER DESIGN
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10408 SterlingBlvd . Cuperino CaCO
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THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR ASSESSOR'S PARCEL INDEX - VICINITY MAP - ANALYSIS 1
CONSTRUCTION PURPOSES, IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR BEFORE YOU START CONSTRUCTION REVIEW ALL DEMO EXISTING SINGLE STORY HOUSE WITH CARPORT AND SITE PLAN 2
ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR LOT AREA: GROSS 0122 S,F,
AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF MICHELLE MINER DESIGN, AND REQUIRES SHEETS CAREFULLY, READ THE GREEN CHECKLIST BUILD A NEW TWO STORY HOUSE WITH ATTACHED GARAGE SURVEY 3
ASSISTANCE AS SOON AS POSSIBLE. IF ANY ERROR IS FOUND ON PLAN OF ANY KIND NOTIFY SHEETS AND THE TITLE 24 SHEETS FOR AND ATTACHED ADU LOT AREA: NET 5100 S,F,
MICHELLE MINER DESIGN THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL REUIREMENTS AS RULES HAVE CHANGED AND GREEN CHECKLIST 4
BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH THERE MAY BE THINGSD YOU ARE NOT EXPECTING ZONING: R-1 - -1.5
THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF MICHELLE MINER DESIGN. NEW LOWER FLOOR PLAN 5
PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK, NO DEVIATION FROM THE PLANS IN ANY LOT USE: LOW DENSITY 1-6 DU/ACRES
WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF MICHELLE MINER DESIGN, APPROVAL BY THE CITY NEW UPPER FLOOR PLAN (o
INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS AREA CALCS
PROVIDED BY THE OFFICE OF MICHELLE MINER DESIGN, TYPE OF CONSTRUCTION: V-B
1 .
EXTERIOR ELEVATIONS 8
OCCUPANCY RATING: R-3, U EXTERIOR ELEVATIONS 2 9 IImo``
EXISTING USE: SINGLE FAMILY RES, SECTIONS 4 ROOF PLAN 10 V
Q)U Lap pL� SLOPE OF LOT FLAT LOT�KMRAL K
ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ANY DISCREPANCIES EXISTING TO 8E REMOVED
SHALL BE BROUGHT TO THE ATTENTION OF MICHELLE MINER DESIGN PRIOR TO COMMENCING. ALL CONSTRUCTION SHALL COMPLY WITH: Q)
VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS AT SITE PRIOR TO CONSTRUCTION AND BIDDING, 201(o CALIF, FIRE CODE EXISTING LIVING: 1053 S,F, �
CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR METHOD AND MANNER OF CONSTRUCTION AND FOR 201ro CALIF, BLDG CODE EXISTING GARAGE: 2-10 S,F,201(o CALIF, RESIDENTIAL CODE
ALL JOB SITE SAFETY DURING CONSTRUCTION, 201(o CALIF, MECH, CODE TOTAL EXISTING 1323 S,F, L
SLOPE ALL FINISH GRADES IN, 59. 5-0" AWAY FROM STRUCTURE FOR POSITIVE DRAINAGE a LANDSCAPED 201ro CALIF, PLUMB'G CODE
2016 CALIF, ELEC, CODE
AREA a SLOPE GRADE 2% MIN, 6 PAVED AREAS. EXISTING COVERED PATIO 423 S,F,
201ro CALIF, ENERGY CODES
ALL WORK APPLIANCES AND EQUIPMENT SHALL COMPLY WITH C.E.C. TITLE 24 RESIDENTIAL ENERGY 201(o CALIF, GREEN BUILDING CODES
STANDARDS, r
ANY OTHER APPLICABLE LOCAL Ql
NO CONSTRUCTION EQUIPMENT OR PRIVATE VEHICLES SHALL PARK OR BE STORED WITHIN THE DRIPLINE B STATE LAWS B REGULATIONS, PROPOSED � �.nn
u'
OF ANY ORDINANCE PROTECTED TREES ON SITE.
NEW LOWER LIVING
ADDRESS NUMBERS ON BUILDING SHALL BE CLEARLY VISIBLE FROM STREET OR ROAD FRONTING NEW UPPER LIVING 111(0,l S,F,
THE PROPERTY, MIN, 4" HIGH X I" WIDE PER CRC R31g, NEW GARAGE 431,1 S,F, r
DUCT OPENINGS, TO BE COVERED AND PROTECTION OF MECHANICAL EQUIPMENT TO BE TOTAL SQUARE FOOTAGE 44,9io 2291,3 S,F,
PROVIDED DURING CONSTRUCTION J-l1
VOC COMPLIANCE - CAULKS, SEALANTS, ADHESIVES, SHALL BE COMPLIANT WITH MIR LIMITS FOR MAX FLOOR AREA RATIO 45io [t[ 0 ROC AND OTHER COMPOUNDS (TABLE 4,504, ,F,
U 2295 S �V
PAINTS AND COATINGS COMPLIANT WITH VOC LIMITS (TABLE 4,504,3) FIRST TO SECOND FLOOR RATIO
AEROSOLS AND COATINGS SHALL BE COMPLIANT WITH MIR LIMITS FOR ROC AND OTHER TOXIC (113-15,15 S-F, LOWER, lllfo,l S.F. UPPER) 56,5io
COMPOUNDS
VERIFICATION AND DOCUMENTATION OF VOC LIMITS AND FINISH MATERIALS ADU lc]c],-i S,F,
VOC COMPLIANCE - CARPET E CARPET SYSTEMS
NEW COVERED BALCONIES 224 S,F.
SOi FLOOR AREA RECEIVING RESILIENT FLOORING MEET VOC-EMISSION LIMITS PER CHPS
NEW UNCOVERED BALCONY60 S,F,
LOWPARTICLEBOARD, MDF, HARDWOOD PLYWOOD COMPLY WITH LO FORMALDEHYDE EMISSIONp IF=
D o �(/rQ\/�STANDARDS, (TABLE 4.504,5) / \ J
COVERAGE
MOISTURE CONTENT OF FLOORS AND WALLS CHECKED BEFORE ENCLOSURE
BATHROOM EXHAUST FANS SHALL TERMINATE OUTSIDE BUILDING AND CONTROLLED BY HUMIDITY OWNER NEW LOWER LIVING
CONTROL NEW GARAGE 431,1 S,F,
Janaka and Sherry Ranatunga
ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN PLATES 10408 Sterling Blvd, NEW COVERED PORCHES 444,1 S,F,
AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING Cuperino Ca ADU Ig121,1 S,F, DRAWN
SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE
TO THE ENFORCING AGENCY, OVERHANGS 130 S,F,
�050-�43-549� DEFERRED 8U5MITT,4L8 MM
FIRE SPRINKLERS REQUIRED CHECKED
MM
TOTAL COVERAGE 4g,9io 2549,25 S,F, 1, FIRE SPRINKLERS IN ACCORDANCE WITH NFPA 13D AND STATE AND DATE
CONSTRUCTION WASTE MANAGEMENT, DESIGNER TITLE 24 ATE
RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS LOCAL REQUIREMENTS - NOTE THAT PER CRC 3133,7, A SIGN OR VALVE
CONSTRUCTION AND DEMOLITION TAG SHALL BE INSTALLED AT THE MAIN SHUT OFF VALVE TO THE TO THE �/28/2020
WASTE IN ACCORDANCE WITH ONE OF THE FOLLOWING: MICHELLE MINER DESIGN JOSH MINER MAX ALLOWABLE COVERAGE 50510 2550 S,F, WATER DISTRIBUTION SYSTEM STATING THE FOLLOWING: " WARNING, THE SCALE
I, COMPLY WITH A MORE STRINGENT LOCAL CONSTRUCTION AND
MICHELLE MINER 342 STOWELL AVE. WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT AS SHOWN
DEMOLITION WASTE MANAGEMENT ORDINANCE: OR 15455 PROSPECT RD, *(o SUNNYVALE, CA 94085 REQUIRE CERTAIN FLOWS AND PRESSURES TO FIGHT A FIRE , DEVISES JOB NO,
2, A CONSTRUCTION WASTE MANAGEMENT PLAN, PER SECTION 4,408,2: OR SARATOGA, CA 950-10 (408) 394-6882 THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR
3, A WASTE MANAGEMENT COMPANY, PER SECTION 4,405,3: OR (405) 39(o-0984 AUTOMATICALLY SHUT OFF THE WATER TO THE FIRE SPRIKLER SYSTEM,
4,THE WASTE STREAM REDUCTION ALTERNATIVE, PER SECTION SUCH AS WATER SOFTTENERS, FILTRATION SYSTEMS, AND AUTOMATIC PAGE:
SHUT OFF VALVES, SHALL NOT BE ADDED TO THIS SYSTEM WITHOUT A
OPERATION AND MAINTENANCE MANUAL REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION
1/10
SPECIALIST, DO NOT REMOVE THIS SIGN,"
AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OCCUPANT OR 2. CONSTRUCTION WASTE MANAGEMENT PLAN IN ACCORDANCE WITH
OWNER,
CALGREEN 4,40a.2 11 EX - VICINITY MAP - ANALYSI
Community Development Department REVISIONS
Planning Division — Cupertino \ REv • DATE B`I'
CUPER NO APPROVED \ \ 54
Cas # R-2020-010, \ \ •�9'
A \ _
Ap ova I Body: Director/Staff \ DESIGNERS SIGNATURE
Ap ova I Date 1 0/28/20 \ NEW UPPER FLOOR —
\
Sig ture Erika Poveda 1
Case Manager
4�-rO COVERED BALCONY
THE PLANS, IDEAS AND DESIGNS SHOWN
ON THESE DRAWINGS ARE THE PROPERT
,/•\� OF THE DESIGNER. DEVISED SOLET' FOR
\ UNCOVERED BALCONY THIS PROJECT. PLANS SHALL NOT BE
USED,WHOLE OR IN PART,FOR ANY
OTHER PURPOSE WITHOUT THE WRITTEN
Cq
----
\ PERMISSION MICHELLE MINER DESIGN
---------- o
ULTI.-- 0
UNK P \ — — — PROPERTY LINE C)
SETBACK LINE 01) 0
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MAPLE II - -_ __ (D .- Cz I \, °
NO CHANGES TO OVERALL GRADE NEIGHBORS T
VERIFY OR PROVIDE 5%SLOPE AWAY FENCE - -
} FROM THE BUILDING CO C9
SLOPE AWAY FROM HOUSE _
AND AWAY FROM NEIGHBORS } _ _ i /%�k � •�
LJ.I PROPERTY.ALL RUNOFF SHALL ~ _ -- __ _ __ r '1} 0
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LANDS OF 10400 STERLING BLVD. FL°OR
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SPLAS BLOCKS
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' —COVER€D PORCH--
FRONT YARD AREA - 1050 S.F. �_______ SEE LANDSCAPE PLAN FOR �t
FRONT YARD PERVIOUS PAVERS - 810 S.F. �ROOFOVERHANG FULL LIST OF NEW TREES .�
COUNTS HALF TO IMPERVIOUS 20'-0" PAV RS AND PLANS �, r
FRONT YARD IMPVERVIOUS = 405 S.F. - 38.5% O
(N)DRIVEWAY
PAVERS o Y J�
C) NO CHANGES TO OVERALL GRADE
Q VERIFY OR PROVIDE 5%SLOP WAY ul
CREPE MYRTLE N Z m FR M THE BUILDING O
REQUIRED FRONT YARD TREE ND SHALL BE A Of LU SLOPE AWAY FROM
AN AWAY FROM NEIGH5 IGHB S
MINIMUM 24"-BOX,6'PLANTED HEIGHT. f PERTY.ALL N FF S L
1 BE MAINTAINED I 1
STRAa/V-WAC3b E-FRONT,SIDES AND EAR -DR IAI T I Ex1s IN Del - O
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51 '
IDEWALK 11 0 30"MODESTO ASH TO REMAIN
0
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STERLING BLVD.
DRAWN
MM
CHECKED
MM
DATE
c3/I1/2020
SCALE
AS SHOWN
JOB NO,
%SITE LAN
PAGE:
SCALE: 1 " = 10 '-0 " 2/10
SITE PLAN
Community Development Department
Panning Division - Cupertino
CUPERTINO APPROVED
STEVENS CREEK BLVD
R-2020-010,
Case#-
A \L>� I I NORTH �BpFR
Approval B dy: Director/Staff I 0 10 20 30
Approva I to 10/28/20 V Q I I I I LU
F FND MON. Q NSITE
Signature Erika Poveda TR 1183 BK 44 PG 13 SCALE 111 - 10' U LOREEA E
Case Manager I
98.82
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CD
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99,82 99. 99.39 I I
99.1699.59 99.80 I I
+99•931 I I / BOLLINGER AVE
I I I
40.90' CITY OF CUPERTINO
APN 375-24-006 I
I I / VICINITY MAPNTS
jot I BASIS OF BEARINGS
+1 .04 m 99. 99.70 _ _ _ _ E + &WOOD FENCE N67°15'00"E 168.27' THE BEARING BETWEEN TWO FOUND MONUMENT ALONG STERLING
100.00, 68.27' BOULEVARD BETWEEN MEDICUS CT AND CRABTREE AVE TAKEN AS
1011 PLANTER S 22°45'00" E AS SHOWN ON TRACT 1183 BK 44 PG 13 SANTA CLARA
011 1�� COUNTY RECORDS.
CO GREEN HOUSE
m l 1m T4 GRASS 13.49 I PLANTER
O I � I �10Q57 EDGE w BENCHMARK
.20
N DRIVEWAY i GARAGE STORAGE EDGE PAVEMENT 1 I w / TOP OF MONUMENT AT THE INTERSECTION OF STERLING BLVD
LL AND MEDICUS COURT ELEVATION 100.00 WAS USED FOR THIS SURVEY.
w I j101.48' .. WOOD POST I w O �o
o _ *t01.85+101.61 I z O
g - -- 1 01.7 COVERED DECK 1 I J
oa07 99,so N I 16.5 51 28.05; z Qj
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+100,17 U) 99. 99.75 101.73 I w 00 /
EDGE PA EMENT w
\ I 102.28 I co =/��
w GRASS �o
LIJ Q99 LEGENDS & ABBREVIATIONS
(E) ONE STORY RESIDENCE
J _ ti 27.67' 1 .39
m Q APN 375-24-005 1 P.U.E. AND �Q
w DRAINAGE EASEMENT PROPERTY LINE
10408 STERLING BOULEVARD COVERED DECK 100.83
U w o I TR 1183 BK 44 PG 13 O� - - MONUMENT LINE
0 0 I 4, - - PUE AND DRAINAGE
O I J U GROSS AREA = 8122 SF. CONC PAVEMENT I / EASEMENT LINE
CD O z o o AREA (NET) = 5100 SF FOUND CITY MONUMENT
CD m O CD o I
w N 25° N GRASS z >�1 813' i v= } BENCHMARK
z z 99 3 100. + m CONC 24.54 ■ WOOD POST
1 .08 gg,� JI �• PAVEMEN 101.42
J O COVERED DECK _ I / +101.50 SPOT ELEVATIONS
OI 5.54' I 31.54' `z I / W WATER METER
LLJ I T6"
WOOD POST I ®1 W.64 AC ASPHALT CONCRETE
pWOM0.29 CONC PAVEMENT T BL BUILDING LINE
(� 100.00 �97 50.25_ _ _ _ BC BUILDING CORNER/BACK OF CURB
30'
�101.80 101. tt 101.33 1
(E) ± 6'WOOD FENCE N67°15'0 C150.25' I CALC CALCULATED
CONC CONCRETE
CL CENTER LINE
991100.09 100.30 I / DI DRAIN INLET
l 100.36 I / DK DECK
APN 375-24-004 I DW DRIVEWAY
(E) EXISTING
100.21 C 199.81 I EP EDGE OF PAVEMENT
/ I F FENCE
FC FENCE CORNER
/ FH FIRE HYDRANT
cal I / FND FOUND
G GROUND
v I LP LIGHT POST, CURB &GUTTER
o I NLi NAILHOLE
N I OR OFFICIAL RECORD
00 +10Q4 100.14 100.33 I
P PAVEMENT
PST WOOD POST
R/W RIGHT OF WAY
SD STORM DRAIN
SGN STREET SIGN
TP1 CONTROL POINT
I I
T-12"QS TREE & DIAMETER
\ I WM WOOD
WATER METER
5�
ICES I CONTOUR INTERVAL = 1.00 FT
\ CO
REFERENCE
\ FND MON.
TR 1183 BK 44 PG 13 TRACT 1183 BK 44 PG 13
.00
BENCHMARK
ELEV 100.00
Qz,oFESS/o
G.
co G G)
w = C 29000 o m
EXPIRES 3/31/2021
CjV1\- �Q
OF CA\-\,, 09-30-19
H. G. CAAMPUED & ASSOCIATES DATE PROJECT OWNER / ADDRESS DWG NO.
CIVIL ENGINEERS + LAND SURVEYORS + C STRUCTION MANAGERS
8000 PAINTED DESERT DRIVE#616,ROSEVILLE,CA 06-02-19 TOPOGRAPHIC SURVEY TOPOGRAPHIC & BOUNDARY SURVEY
TEL NO. 510-648-4276
A P N 425-0120-018 JANAKA RANATUNGA
HF I H. G.-'MAMPUED P.E. PhD 10408 STERLING BLVD CITY OF CUPERTINO CALIFORNIA 10408 STERLING BOULEVARD CUPERTINO CALIFORNIA
CA RCE#29000 EXP.03/31/21
Community Development Department REVISIONS
CALGREEN RESIDENTIAL CHECKLIST — MANDATORY 4.305.1 Water Reuse Systems. Newly constructed residential REV # DATE B'T'
Planning Division - Cupertino developments, where disinfected tertiary recycled water is available from a
CUPS No APPROVED ITEMS municipal source to a construction site, may be required to have recycled ❑ ❑
R-2020-010, COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION • • water supply systems installed, allowing the use of recycled water for
.12.1Ca # residential landscape irrigation systems. See Ch. 15 of the CPC.
A CUPERTINO ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL
10300 TORRE AVENUE •CUPERTINO, CA 95014-3255 Indoor Water Use A4.4 MATERIAL • • • RESOURCE
Ap ova I Body: Director/Staff (408)777-3228• FAX(408)777-3333•building(c)cuoertino.org DESIGNERS 6ICsN,4TURE
Ap ova I Date 10/28/20 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures Enhanced Durability and Reduced Maintenance
(water closets and urinals) and fittings (faucets and showerheads)shall comply
Sig tune Erika Poveda PURPOSE: with the following: 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables,
Case Manager conduits, or other openings in plates at exterior walls shall be protected ® ❑
The 2019 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or 8 4.303.1.1 Water Closets. The effective flush volume of all water closets against the passage of rodents by closing such openings with cement mortar,
alteration increases the building's conditioned area, volume, or size and also applies to all new low-rise residential shall not exceed 1.28 gallons per flush. Tank-type water closets shall be concrete mason or similar method sin table to the enforcing agency. THE PLANS, IDEAS AND DESIGNS SHOWN
buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise certified to the performance criteria of the U.S. EPA WaterSense masonry p g g Y ON THESE DRAWINGS ARE THE FROPERT
OF THE DESIGNER. DEVISED SOLEY FOR
disturbed are not subject to the requirements of CALGreen. Specifications for Tank-type Toilets. Construction Waste Reduction, Disposal and Recycling THIS PROJECT. PLANS SHALL NOT aE
Ranatunga Residence USED,WHOLE OR IN FART'FOR ANY
Project Name: g El4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed OTHER PURPOSE WITHOUT THE WRITTEN
0.125 gallons per flush. 4.408.1 Construction waste management. Recycle and/or salvage for PERMISSION MICHELLE MINER DESIGN
10408 SterlingBlvd. reuse a minimum of 65 percent of the nonhazardous construction and ® ❑
Project Address:
8 4.303.1.3.1 Single showerheads. showerheads shall have a maximum demolition waste in accordance with either Sections 4.408.2, 4.408.3 or
Project Description: new 2 story home flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads 4.408.4, or meet a more stringent local construction and demolition waste
shall be certified to the performance criteria of the U.S. EPA WaterSense management ordinance. p
Instructions: Specification for showerheads. N
Building Maintenance and Operation � E
1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2019 California Green 8 4.303.1.3.2 Multiple Showerheads serving one shower. When a � O
shower is served b more than one showerhead, the combined flow rate of 4.410.1 Operation and maintenance manual. At the time of final inspection, (U
Building Standards Codes to verify and assure that all required work described herein is properly planned and Y (D Q
all showerheads and/or other shower outlets controlled b a single valve an operation and maintenance manual shall be provided to the building ® ❑ U E
implemented in the project. Y g O
shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be occupant or owner. (Z 0
2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this 9 P P , ® ❑
checklist, sign and date Section 1 -Design Verification at the end of this checklist and have the checklist. designed to allow only one shower outlet to be in operation at a time. 4.410.2 Recycling by occupants. Where 5 or more multifamily dwelling units 0 V U
3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and are constructed on a building site, provide readily accessible area(s)that 0 Ui
8 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of
date Section 2 - Implementation Verification at the end of this checklist and submit the completed form to the serves all buildings on the site and is identified for the depositing, storage and C C
BuildingInspector. residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 ® ❑ — E
p collection of non-hazardous material for recycling, including (at a minimum) (Z 0
psi. The minimum flow rate of residential lavatory faucets shall not be less
than 0.8 gallons per minute at 20 psi. paper, corrugated cardboard, glass, plastics, organic waste, and metals, or _
Column 2 Column 3 meet a lawfully enacted local recycling ordinance, if more restrictive. (. (D C
MANDATORY FEATURE OR MEASURE Project Verification 8 4.303.1.3.2 Lavatory faucets in common and public use areas. The U) Fn
Requirements maximum flow rate of lavatory faucets installed in common and public use A4.5 ENVIRONMENTALQ ICE
areas (outside of dwellings or sleeping units) in residential buildings shall I Q
PLANNING AND DESIGNnot exceed 0.5 gallons per minute at 60 psi. Fireplaces U CC)
Planning and Design -Site Development ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in 4.503.1 General. Install only a direct-vent sealed-combustion gas or sealed ® ❑ _Q 0_ >�
residential buildings shall not deliver more than 0.2 gallons per cycle. wood-burning fireplace, or a sealed woodstove.
4.106.2 Storm water drainage and retention during construction. Projects O CM
which disturb less than one acre of soil and are not part of a larger common El4.303.1.4.4 shall not excee Kitchen Faucets.
1.8 gallons per m. The maximum flow rate of kitchen faucetsinute at 60 psi. Kitchen faucets may D- c6
® ❑ Pollutant Control
plan of development shall manage storm water drainage during construction. CO p
temporarily increase the flow above the maximum rate, but not to exceed op
4.106.3 Grading and paving. The site shall be planned and developed to 2.2 gallons per minute at 60 psi and must default to a maximum flow rate 4.504.1 Covering of duct openings and protection of mechanical 'CI-
keep surface water away from buildings. Construction plans shall indicate how ® ❑ of 1.8 gallons per minute at 60 psi. equipment during construction. Duct openings and other related air ® ❑ co
distribution component openings shall be covered during construction.
site grading or a drainage system will manage all surface water flows. T
4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks ri
4.106.4 Electric vehicle (EV) charging for new construction. New fittings shall be installed in accordance with the California Plumbing Code and ® ❑ shall be compliant with VOC and other toxic compound limits. ® ❑
construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate ® ❑ shall meet the applicable standards referenced in Table 1701.1 of the
future installation and use of EV chargers. California Plumbing Code. 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be ® ❑
compliant with VOC limits.
A4.2 ENERGY EFFICIENCY Outdoor Water Use
4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings
General 4.304.1 Outdoor potable water use in landscape areas. Residential shall be compliant with product weighted MIR Limits for ROC and other toxic ® ❑
development shall comply with a local water efficient landscape ordinance or compounds.
4.201.1 Low-rise residential buildings shall meet or exceed the minimum ® ❑ the current California Department of Water Resources' Model Water Efficient ® ❑ 4.504.2.4 Verification. Documentation shall be provided to verify that
standard design required by the California Energy Standards. Landscape Ordinance (MWELO), whichever is more stringent. compliant VOC limit finish materials have been used. ® ❑
Page 1 of 5 CalGreen_2019.doc revised 11112020 Page 3 of 5 CalGreen 2019.doe revised 11112020
Page 2 of 5 CalGreen-2019.doe revised 11112020
4.504.3 Carpet Systems. All carpet installed in the building interior shall
CALGREEN SIGNATURE DECLARATIONS
meet the testing and product requirements of one of the four standards listed. ® ❑ Project Name: Ranatunga
4.504.4 Resilient flooring systems. Eighty (80) percent of floor area Project Address: 10408 Sterling Blvd
receiving resilient flooring shall comply with the VOC-emission limits defined in J
the Collaborative for High Performance Schools (CHPS) Low-emitting ® ❑ Project Description: new two Story house
Materials List or be certified under the Resilient Floor Covering Institute (RCFI) �+
FloorScore program and UL GREENGUARD Gold.
4.504.5 Composite wood products. Particleboard, medium density SECTION 1 — DESIGN VERIFICATION
fiberboard (MDF), and hardwood plywood used in interior finish systems shall ® ❑
comply with low formaldehyde emission standards. Complete all lines of Section 1 -"Design Verification" and submit the completed checklist(Columns 1 and 2)with the
plans and building permit application to the Building Department.
Interior Moisture Control
The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and }
4.505.2 Concrete slab foundation. Required vapor retarders and capillary ® ❑ certify that the items checked above are hereby incorporated into the project plans and will be implemented into the
breaks are also required to comply with CalGreen Section 4.505.2.1. project in accordance with the requirements set forth in the 2019 California Green Building Standards Code as (�
adopted by the City of Cupertino. LL1 r
4.505.3 Moisture content of building materials. Moisture content of building
materials used in wall and floor framing is checked before enclosure (<19%).
Indoor Air Quality and Exhaust Owner's Signature Date
Janaka Ranatunga /L Ctl
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically Owner's Name (Please Print) YJ
ventilated with an energy star exhaust fan with humidity control. ® ❑ ^ r
Environmental Comfort Design Professional's Signature Date vJ O
Michelle Miner C� �
4.507.2. Heating and air-conditioning system design. Duct systems are O
sized, designed and equipment is selected using the following methods: Design Professional's Name (Please Print)
1. Establish heat loss and heat gain values according to ACCA Manual J or
equivalent. ® ❑ Signature of License Professional responsible for CalGreen compliance Date (� O
2. Size duct systems according to ACCA 29-D (Manual D)or equivalent. �V
3. Select heating and cooling equipment according to ACCA 36-S (Manual S) Name of License Professional responsible for CalGreen compliance(Please Print) Phone
or equivalent.INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS (�
Email Address for License Professional responsible for CalGreen compliance
Qualifications
SECTION 2 — IMPLEMENTATION VERIFICATION
702.1 Installer training. HVAC system installers are trained and certified in
the proper installation of HVAC systems. ® ❑ Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section
2 to the Building Department prior to Building Department final inspection.
702.2 Special inspection. The Licensed Professional responsible to verify
CALGreen compliance is qualified and able to demonstrate competence in the ® ❑ I have inspected the work and have received sufficient documentation to verify and certify that the project identified
discipline they inspect and verify. above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of
the 2019 California Green Building Standards Code as adopted by the City of Cupertino.
DRAWN
Verifications
MM
Signature of License Professional responsible for CalGreen compliance Date
703.1 Documentation. Verification of compliance with CALGreen may CHECKED
include construction documents, plans, specifications, builder or installer MM
certification, inspection reports, or other methods acceptable to the enforcing ® ❑ Name of License Professional responsible for CalGreen compliance(Please Print) Phone DATE
agency which show substantial conformance. Implementation verification shall
be submitted to the Building Department after implementation of all required �12812020
measures and prior to final inspection approval. Email Address for License Professional responsible for CalGreen compliance SCALE
AS SHOWN
JOB NO,
Page 4 of 5 CalGreen_2019.doc revised 11112020 Page 5 of 5 CalGreen_2019.doe revised 11112020 PACaE.
. 4/10
GREEN CHECKLIST
Community Development Department REVISIONS
REV * DATE BY
Planning Division — Cupertino
CUPER No APPROVED
Ca s # R-2020-010,
A
I
Ap ova I Body: Director/Staff DESIGNERS SIGNATURE
�0/28/20 — — —match point
16'-O" x 8'-O" ; 16'-O" x 8'-O"
Apova I Date —_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —
Sig ture Erika Poveda
I
Case Manager
II
I I THE PLANS, IDEAS AND DESIGNS SHOWN
ON THESE DRAWINGS ARE THE PROPERT
- OF THE DESIGNER. DEVISED SOLEY FOR
THIS PROJECT, PLANS SHALL NOT BE
I
I I P USED,WHOLE OR IN PART,FOR ANY
I I _x OTHER PURPOSE WITHOUT THE WRITTEN
Q I I 14'-11j/:2 20-3 " Q PERMISSION MICHELLE MINER DESIGN
cA I r
O x bifol:d door
O I I "NO PORTION OF THE ADU MAY BE
CONVERTED IN THE FUTURE AS PART OFZZ 0
I I THE PRIMARY DWELLING UNIT.
I I ADDITIONALLY, NO CONNECTIONS WILL 16'-O"' x T-I1V2 Q
I I BE ALLOWED BETWEEN THE PRIMARY Ln E
I I DWELLING UNIT AND THE ADU." 0
II U O E
I 14'-11 tt — — — — — — — — —
Cz O
2'-0" x 0'-0" 6'-O" x 8'-O" L — — — — — — — — J O UUi
CCL) E
`Cz^
TO
o X (D
fn
p
X 00
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N �GITCHEN 1"ITTL�' Room-� a o
,ADU SHOWN - - - - ° M
r — — — — — — — — —SHADED 0- c6 3:
COFFERS BETWEEN JOISTS 00
PANTRY co � L — — — —' — — — — — — J
x - ■�
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I
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x 0'-0"
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5 x
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--------- ---- - --------------------------------------- - - - - -- - -- - ------------ ----- --------------'
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IL 10 CEILING TYP.
0 0 ' �
I------------------ ----------------------
I I I
I I I
I I I
L I— J O
I I I
I I I
5'-O" x 6'-O"
Eu
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ENTfR'I' -6,2" II
10' GEILI
' II S
m
16'-O" x 7'-O" I I
II
0 II I
II
COVERED PORCH
DRAWN
I
MM
1'-24" �'-0 1 1'-2%4" 6'-4"
CHECKED
MM
DATE
--------' -1/2S/2020
SCALE
AS SHOWN
JOB NO.
NEW LOWER. f=L00fR LAN PAGE:
&CALE: 1/4 = V-011 5/10
NEW LOWER FLOOR PLAN
Community Development Department REVISIONS
REV * DATE BY
Planning Division — Cupertino
CUPER No APPROVED
Ca s # R-2020-010,
a
Ap ova I Body: Director/Staff DESIGNERS SIGNATURE
Ap ova I Date 10/28/20
Sig ture Erika Poveda
Case Manager
THE PLANS, IDEAS AND DESIGNS SHOWN
ON THESE DRAWINGS ARE THE PROPERT
OF THE DESIGNER. DEVISED SOLEY FOR
THIS PROJECT, PLANS SHALL NOT BE
USED,WHOLE OR IN PART,FOR ANY
OTHER PURPOSE WITHOUT THE WRITTEN
PERMISSION MICHELLE MINER DESIGN
I
6" x 6'-O"
I
I L 0
I U
I U 0 E
+ s1 COVERED I I�j z "� CZ ��l U
Ix —�� O i Ui
p1 5ALCONY I Io �IQ
a)
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r- 1) (D C
6'-0" x 8'-0ir
" 3 ��
Ca
Q J
Jc 0
x 14-Ilr� 0
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I
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I I � ao �
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2'-a ro O r
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x �■
I
I O
I
I
x I
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�4 x
I
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DEN �' N
2 " x -8" 6 2 4" x -8" m
vAULtED CEILING a O
°
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5'-SII O
V 1
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9-10" -
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I O
f' 04
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I I I O
T IU11�I1I IN I I I I '
S1'TOWE I I I I DESIGN
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= 1
-- - -- - -- - --
Z.
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z c0 51GYLIGHT!LU N m
r —
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� 5'-4" x 8'-I" � V
x •— 1
9' m 1 �, V
x �4 1
CIAI ,1,
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Y
O
I
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I I -
I COVERED N t�
OI I BALCONY � 2'- " x 2'-O" WINDOW -
' SEAT
�Q O In \ry N
I Ix
I 0 m 5'-O"i x 4'-6"
I
N I
I
—S-s" x 5'-01,— — — —
I
I
DRAWN
I
MM
CHECKED
MM
DATE
-1/2a/2020
SCALE
AS SHOWN
NEW UFI= ER JOB NO.
f=LOCR
PAGE:
SCALE: 1/4" _ V-011
' 6/10
I
NEW UPPER FLOOR PLAN
Community Development Department REVISIONS
REV * DATE BY
Planning Division - Cupertino
CUPER No APPROVED
Ca s # R-2020-010,
OVERI-IANCxE AREA = 130 S. Ft,
A
Ap oval Body: Director/Staff ------------------------------------------F
------------------------------------------ DESIGNERS 61GcNATURE
Ap ova I Date 10/28/20
I I
Sig ture Erika Poveda
I I
I I
Case Manager
I I
I I
THE PLANS, IDEAS AND DESIGNS SHOWN
I5-1 2O-5 ON THESE DRAWINGS ARE THE PROPERT
I I
OF THE DESIGNER. DEVISED SOLEY FOR
Area 2 162.3 eq ft. i THIS PROJECT. PLANS SHALL NOT BE
r USED,WHOLE OR IN PART,FOR ANY
Area 1 192 sq ft. ; OTHER PURPOSE WITHOUT THE WRITTEN
PERMISSION MICHELLE MINER DESIGN
I I I
I N I
I I
I I
I I
I I
OI I
I -`ry I
I `- I O
Area 12 89.3 sq ft. `t E
loe M 0
Area I 98.8 sq ft, m U 0 E
CZ
v� �
EiUi
a� a)
I I
T E
z .E 0
�.- _
AREA SCHEDULE (.0 C NAME AREA '
(D (D 70 (in)Area I 98.8 sq ft. Area 11 41B3.5 sq ft.
Area 2 962.0 sq ft.
co
Area 3 55.3 sq ft. 1116.1 sq ft. upper floor 36'_0" Cf) ADU
W O L
Q
J
I I � VJ
I I ° M
Area 2 9io2.0 sq ft. E c6
I I
I I
I I
26'-0° T
I I
I I
14'-6%" ol PORCH AND F ATIO ■■
I
Area 10 g8.9 sq ft, yv
Area 13 41B.5 sq ft. 21'-5V2°
I I
I I
I I
I I
I I
I I
I I
I I
Area 14 68.1B sq ft.
; Area 9 165.1 sq ft. �q ; GARAGE
01
I I
I 1
I I
I I
I I
I I
I I
Area 15 86 sq t. Area 16 12.5 sq ft.
Area 8 126.2 sq ft.
1
\n
I \ry In I U
I I
I I O
; Area 11 25.9 sq ft. ;
I N I
I I
I I
I I
AREA SCHEDULE
I I
NAME AREA
I I
Area 1 215.ro sq ft.
I I
Area 2 193.1 sq ft.
Area 18 411.8 sq ft. Area 3 36.2 sq ft.
20'-3V2" 7 Area 4 54.0 sq ft.
Area 5 6.6 sq ft. 449.1 sq ft. Porch and Patio
15-9iz Area 1 299.8 sq ft.
Area 6 41.0 sq ft. .
Area 3 55.3 sq ft. J-►'
�ry Area 6.1 .15 sq ft. •-
I m I
Area 1 299.8 sq ft. �+
N V
Area 8 126.2 sq ft. r
Area 9 165.1 sq ft. � O^^
' Area 10 88.4 sq ft. 131.15 sq ft. Lower Floor Living ul
Area 11 4e3.5 sq ft.
O
I I
Area 12 89.3 sq ft.
Area 13 49.5 sq ft.
Area 14 68.9 sq ft.
O
Area 6 41 sq ft. Area 3 36.2 sq ft. ; Area 15 86 sq ft.
Area 16 12.5 s
I q ft. 199.1 sq ft. ADU
Mm Area 11 25.9 sq ft.
Area 6.1 =
T Area 18 411.8 sq ft. 431.1 eq ft. Garage
� I
� - I
cv
Area 4 41.0 eq ft.
� I
ol
� I
- 2 -
� I
- - Area5 sq ft_ I_
----------------
------------- - -----
DRAWN
MM
CHECKED
MM
DATE
1/20/2020
1 /4 " UFFE FLE00 EA GALCS 1 /4 " LOWE FLE00 EA CALC5 ASSCALE
SHOWN
JOB NO,
PAGE:
7/10
AREA CALLS
Community Development Department IREVISIONS
REV DATE BY
Planning Division — Cupertino
CUPL NQ APPROVED
Ca s # R-2020-010,
A
App ova I Body: Director/Staff DESIGNERS SIGNATURE
Ap oval Date 10/28/20
Sig tune Erika Poveda
Case Manager
TOP OF ROOF
- - - - - - - - - - - - BARREL TILE ROOFING
THE PLANS, IDEAS AND DESIGNS SHOWN
I ON THESE DRAWINGS ARE THE PROPERT
OF THE DESIGNER, DEVISED SOLEY FOR
THIS PROJECT. PLANS SHALL NOT BE
USED,WHOLE OR IN PART,FOR ANY
OTHER PURPOSE WITHOUT THE WRITTEN
PERMISSION MICHELLE MINER DESIGN
I Il�li II II II II II II II II II UH,
II I II II II I II I
Top of Plate -1 1
O
O E
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V
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4' c~� U
10'-01, �
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15'-0" `! RECESS WINDOW DETAIL ' }) +• N
N OQO 2SOFGRF cz E O
- - � F O I � 2
Otit
Top of Subfloor f �GF�y� O U
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N
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N O
SMOOTHE En
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I
q 000
O
q 5-0 �
o CC)10'-0" o r
1'-3'/a'
I I
op of Subfloor
��Ljuu Ll Uu" L�u
NATURAL GRADE NATURAL JADE
WOOD LOOK GARAGE DOOR
ACCENT STUCCO
�0400 TERU NG EEBBLVD RR'ONT ELEVAT �OH o W E T 104 �6 �TERUNG
'EE3D' LVD
BARREL TILE ROOFING
_ � O
0 0
�(J
I
WOOD TRIM AND SILL
Q
zo �10 111111111111 1111 117 1111 1111 1111 1111111"1�11 I w1l
11 11 11 11
II 11 I N
I II II II II II II II II II II II �I � II II II II II II i �
� � O
c� O
O
NATURAL GRADE NATURAL GRADE
�GHT �'/NDE ELEVAT �ON o �OUTH DRAW
MM N
CHECKED
MM
DATE
g/15/2020
SCALE
AS SHOWN
JOB NO.
EXTEfR10fR ELEVATION & PAGE:
V-011
&GALE: 1/4II = 8/10
EXTERIOR ELEVATIONS
Community Development Department REVISIONS
REV # DATE BY
Planning Division — Cupertino
CUPL NQ APPROVED
Ca s # R-2020-010,
A
Ap ova I Body: Director/Staff DE51GNER5 SIGNATURE
Ap oval Date 10/28/20
Sig tune Erika Poveda
Case Manager
THE PLANS, IDEAS AND DESIGNS SHOWN
ON THESE DRAWINGS ARE THE PROPERT
OF THE DESIGNER. DEVISED SOLEY FOR
THIS PROJECT. PLANS SHALL NOT BE
BARREL TILE ROOFING USED,WHOLE OR IN PART,FOR ANY
OTHER PURPOSE WITHOUT THE WRITTEN
PERMISSION MICHELLE MINER DESIGN
C
Q U
L) o E
czcz U
p vi
4-1 (1)
cz E
as � 2
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F W p
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0
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O O
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51
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NATURAL GRADE NATURAL GRAE IE
REAR ELEVATQON EAST
� v
BARREL TILE ROOFING � O
II II II II II II II II II II II II II II II II II II II II II \
l \ n`
II I II II IT I I PI 1 �(J
II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II ii i � ii i � ii i � ii i �
II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Tl
II II II II �
Top of Plate
o
o T
ifl ifl 9 io io J-►/
ih ih in io ih
II II II II (L
YJ
II II II II II II II 11 II II II II 11 II II II II II II II II II II II II II
Top of Subfloor 1
- - - II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II U) O
To of Plate
II II II I` TII II II II II II II II II II III. I' II II II II II II II II II II II II II II II II TII II II II II II II II II II II
rM
O
O
Top of Subfloor
NATURAL GRADE NATO AL GRADE
F7_DRAWN
MM
CHECKED
LEFT �"NDE ELEVAT �ON o NO�TH MM
A
DATE
g/1 b/2020
SCALE
AS SHOWN
JOB NO.
EXTERIOR ELEVATIONS- PAGE:
11 1 11
SCALE .. 1 /4 = 1 -0 9/10
EXTERIOR ELEVATIONS 2
Community Development Department IREVISIONS
REV DATE BY
Planning Division — Cupertino
CUPER NQ APPROVED
Ca s # R-2020-010,
A
App ova I Body: Director/Staff DESIGNERS SIGNATURE
Ap oval Date 10/28/20
Sig tune Erika Poveda
Case Manager
ROOF PLAN NOTES
THE PLANS, IDEAS AND DESIGNS SHOWN
ROOFING: ON THESE DRAWINGS ARE THE PROPERT
CLASS "A"COMPOSITION SHINGLES,
COLOR TO BE SELECTED BY OWNER, OF THE DESIGNER, DEVISED SOLEY FOR
OVER 30 LB,ROOFING THIS PROJECT. PLANS SHALL NOT BE
FELT.INSTALL PER MANUF. USED,WHOLE OR IN PART,FOR ANY
SPECS, z N OTHER PURPOSE WITHOUT THE WRITTEN
Q PERMISSION MICHELLE MINER DESIGN
BUILT-UP ROOF,CLASS "A" U XO
28 LB BASE PLY,ATTACHED Q a
MECHANICALLY S"OC EDGES, IQ (L
AND IS"OC FIELD, INNER PLIES, Q
II LB.FELT W/MIN,25 LB. MOPPING. O
18 LB. MINERAL SURFACE CAP SHEET.
FLASHING e COUNTERFLASHING:
26 GAUGE STEEL,U.O.N.,AS L
REQUIRED AT JUNCTURE OF 0) O
ROOF AND VERTICAL SURFACES. V
SEE SHEET METAL NOTES ON Q
SHEET SP,
E
VALLEY FLASHING: 0
26 GAUGE GALV.STEEL OVER ^
� O
15 LB. FELT. CRICKETS SIMILAR. l�, U
DOWNSPOUTS: O L
2 1/4"DIA ROUND GALV. }i (3)
STEEL DOWN SPOUTS.PROVIDE (�
BASKET STRAINER ADN SPLASH- L
To of Plate BLOCK AT EACH DOWNSPOUT. c .E Q
- - - - - — GUTTERS: 2
p 5"GALV.STEEL GUTTER if F
U)
L) 0 �
o UPPER ROOF Q 0
4:12 PITCH TYP, �� Qc)
BARREL TILE ROOF �
2
BATH LAUNDRY CID o
r
CID
T
op CID
of Subfloor
Top of Plate
w
Q
O
01
BEDROOM # 5 0
LOUDER ROOF
4:12 PITCH TYP,
op of Subfloor - - _ BARREL TILE ROOF
NATURAL GRADE
V
O
114 �ECTQOH A
fR00f= I= LAN
Q�
II � II
6CALE: 1/8 = 1 -o
L �
Top of Plate TcT p of Plate V/
IBEDfROO I # 2 HALL DEN
5ALCONY t� O
O
Top of Subfloor Top of Subfloor
Top of Plate TTcp of Plate
I�
ENTIRY LIVING KITCHEN FAMILY IROOM fi ATIO o
4
0
DRAWN
MM
Top of Subfloor w Top of Subfloor
CHECKED
c NATURAL GRADE o• o aw °°° � � � MM
DATE
7/20/2020
SCALE
AS SHOWN
JOB NO.
4 O B
p 4 � C T p O N n PAGE:
U � U lU�\\Vlvll
10/10
SECTIONS 4 ROOF PLAN
Community Development Department
Planning Division — Cupertino Construction Notes: 10408 Sterling BLVD, Cupertino CA 95014
CUPERTINQ APPROVED
Case # R-2020-010, Contractor to validate measurements prior to construction
A Contractor to check grading and drainage as needed
Approval Body: Director/Staff Contractor to hire licensed electrician to install all outdoor electrical outlets or gas lines
Approval Date
10/28/20 Any permits required are the sole responsibility of the contractor and home owner
Signature Erika Poveda DEMO:
Case Manager -Contractor and homeowner to flag plants not to be removed, contractor will remove
existing concrete and any other required demo and removal.
Flagstone:
-pieces Approx. 18"-20" and 2" thick.
Lighting:
-To be selected by homeowner, suggested up-lights on trees and path lights around
the front walkway. Look at FX or Vista lighting.
Gravel:
- Suggested either Yosemite crushed gravel or Lodi crushed gravel
LAWN:
-Native Bent Grass
Mulch:
-Medium dark brown mulch 3"
Compost:
-At least 4-6" well blended into existing soil
-Amend the soil as needed
DISCLAIMER:
All plant lists and plans are conceptual in nature and are based on the information provided by the client.
Leaf On A Branch Designs, LLC assumes no responsibility for the accuracy of said boundaries or
measurements. Prior to construction, the contractor should verify all measurements, obtain permits,
locate and mark any pertinent property lines, underground utilities and easements. The client must inform,
in writing, any pertinent conditions, covenants and restrictions (CC&Rs). The client is responsible for
compliance with all easements, property line setback requirements, and necessary permits and inspections.
Leaf On A Branch Designs, LLC selects plants with climate, site, soil, maintenance/care, water usage, color,
bloom, size, specific client requests/desires, etc in mind. All plants and planting materials recommended
by the designer are subject to plant substitution due to availability. Leaf On A Branch Designs,
LLC does not guarantee or imply warranties or responsibilities for plant survival including but not limited to
improper installation, damage from animals (wild or domestic), neglect, flood, fire, drought, hail, freeze
or acts of God. Leaf On a Branch Designs, LLC does not guarantee or imply warranties or responsibilities
to adverse plant reactions to humans, pets or wildlife.
Leaf On A Branch Designs, LLC is not responsible for design of, installation of, repair of or management
of sprinkler systems, automatic or manual.
Leaf On A Branch Designs, LLC assumes no liability for an built/installed portion of the project.
g � Y Y p p J
The California State License Board requires that all landscape installations over 500 are performed b
q p � p Y
a licensed contractor. Clients and unlicensed contractors are
subject to penalties of the law.
J
Plant
ss �
Legend
IGCa i
Symbol Qty Water Usage Common Botanical Size
Nate
�� Sd► 1 M Apple Malus prunifolia 15 gal
0 3
aPp< X 1 M Apple Malus x domestica 5 gal.
1 L Avacado Tree'Jim Bacon' avacado'Jim Bacon' 15 gal
. 8 L Chinese Fringe Flower'Jazz Hands' Loropetalum'Jazz Hands' 5 gal.
1 L Crepe Myrtle STD color TBD must be 6'tall Lagerstroemia indica 24"box
5 L Dwarf Fountain Grass Pennisetum alopecuroides'Hameln' 1 gal.
b
1 M Dwarf Meyer Lemon bush Citrus x meyeri 15 gal
r = = 8 L Hidcote English Lavender Lavandula augustifoilia'Hidcote Superior' 1 gal.
i
i
1 M Hybrid Grapefruit Citrus'Oroblanco' 15 g
\ Q 2 L Italian Cypress'Tin Tower' Cu ressus sem ervirens 5 al.
YP Y P P 9
3
20 L Lantana Lantana camara'Patriot Sunburst' 1 gal.
i
1 M Lemon Pink lemonaid Citrus limon'Eureka Variegated Pink' 15 gal
i
i
i
1 M mandarine orange Citrus reticulata 15 gal
i
i
1 LAAN Modesto Ash#TR1115117 exsiting street tree Fraxunus velutina
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2 M Pittosporum'Marjorie Channon' Pittosporum tenuifolium 5 gal.
m i L plum tree Prunus domestica 15 gal
�Q 33 M Podocarpus Fern Pine Podocarpus Gracilior 15 gal
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1 M Valencia Orange Tree Citrus sinensis 15 g
Approx 7 flats Dymondia margaretae (Silver Carpet), low water usage
***A 3" layer of mulch shall be applied to all exposed planting surfaces
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3/31/20
Date Janaka Ranatunga Sarah Lovgren
V5 1/8"=11
011
10408 Sterling Blvd Leaf on a Branch Designs, LLC
SCALE Cupertino CA 408-605-7526
1eafona bran chdesigns@gmai1.corn
95014
File Number