U-2009-07bCUPERTINO
January 27, 2010
City of Cupertino
10300 Torre Avenue
Cupertino, CA 95014
(408) 777-3251
FAX (408) 777-3333
Communihj Development Department
Terry Brown
10491 Scenic Boulevard
Cupertino, CA 95014
SUBJECT: PLANNING COMMISSION ACTION LETTER - U-2009-07, ASA-2009-07, TM-2009-05
This letter confirms the decision of the Planning Commission, given at the meeting of January
26, 2010, approving a Use Permit and Architectural and Site approval to allow the construction
of two 2,317 square .feet single family homes on separate lots each with a 640 square foot
detached second dwelling unit at the rear of the property and a Tentative Map to create two
parcels of approximately 6,240 square feet each, located at 10216 Pasadena Avenue, according
to Planning Coirunission Resolution No.(s) 6578, 6579 and 6580.
Please be aware that if this Use Permit is not used within atwo-year period, it shall expire on
January 26, 2012.
Please be aware that if the Tentative Map permit is not used within athree-year period, it shall
expire on January 26, 2013.
Also, please note that an appeal of this decision can be made within 10 calendar days from the
date of this decision. If this happens, you will be notified of a public hearing, which will be
scheduled before the City Council.
Sincerely,
/~
/ 1
Piu Ghosh,
Associate Planner
Planning Department
Enclosures: Resolution 6578, 6579 and 6580
Cc: D&B Legacy, LLC, Mr. & Mrs. Adzich, 10164 Carmen Rd, Cupertio CA 95014
g:/planning/post lrearing/actionletterTM-2009-0, TR-2009-16
U-2009-07
CITY OF CUPERTINO
10300 Torre Avenue
Cupertino, California 95014
RESOLUTION N0.6578
OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO
APPROVING A USE PERMIT TO ALLOW THE CONSTRUCTION OF TWO 2,317 SQUARE
FEET SINGLE FAMILY HOMES ON SEPARATE LOTS EACH WITH A 640 SQUARE FOOT
DETACHED SECOND DWELLING UNIT AT THE REAR OF THE PROPERTY.
SECTION I: FINDINGS
WHEREAS, the Planning Coininission of the City of Cupertino received an application for a
Use Permit, as described in Section II of this Resolution; and
WHEREAS, the necessary public notices have been given in accordance with the Procedural
Ordinance of the City of Cupertino, and the Planning Commission has held one or more public
hearings on this matter; and
WHEREAS, the applicant has met the burden of proof required to support said application; and
has satisfied the following requirements:
1) The proposed use, at the proposed location, will not be detrimental or injurious to
property or improvements in the vicinity, and will not be detrimental to the public
health, safety, general welfare, or convenience; and
2) The proposed use will be located and conducted in a manner in accordance with the
Cupertino Comprehensive General Plan and the purpose of the Conditional Use Permits
Chapter of the Cupertino Municipal Code.
NOW, THEREFORE, BE IT RESOLVED:
That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted
in this matter, the application for a Use Permit is hereby approved, subject to the conditions
which are enumerated in this Resolution beginning on Page 2 thereof; and
That the subconclusions upon which the findings and conditions specified in this resolution are
based and contained in the public hearing record concerning Application No. U-2009-07 as set
forth in the Minutes of the Planning Commission Meeting of January 26, 2010, and are
incorporated by reference as though fully set forth herein.
SECTION II: PROTECT DESCRIPTION
Application No.: U-2009-07
Applicant: Terry Brown on behalf of D&B Legacy, LLC
Location: 10216 Pasadena Ave (APN: 357-18-021)
Resolution No. 6578 U-2009-07 January 26, 2010
Page 2
SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT.
1. APPROVED EXHIBITS
The approval is based on Exhibits prepared by:
a. Bruno Marcelic, Architect AIA, dated October 30, 2009 and titled "10216 Pasadena
Avenue Homes, 10216 Pasadena Avenue, Cupertino, CA 95014" consisting of 13
pages numbered, "A-1.0 - A-3.0"; "A-3.1-A-3.5"; "A-4.0-A-4.3"; "A-5.0";
b. LC Engineering, dated December 18, 2009 and titled "Grading and Drainage Plan for
Lands of Adzich, 10216 Pasadena Avenue, APN 357-18-021, Cupertino, California,"
consisting of 6 pages numbered "1 of 6 - 6 of 6"; and
c. Reed Associates Landscape Architecture, dated December 10, 2009 and titled
"Landscape Planting Plari' consisting of 1 page number numbered "L1"; and
submitted by the applicant, except as may be amended by the Conditions contained in this
Resolution.
2. DEVELOPMENT APPROVAL
Approval is granted to construct two new 2,317 square foot single family homes on separate
lots each with a 640 square foot detached second dwelling unit.
3. DEVELOPMENT ALLOCATION
The applicant shall receive an allocation of 1 unit of the residential allocation for the Monta
Vista Area.
4. BELOW MARKET RATE HOUSING PROGRAM
The applicant shall participate in the City's Below Market Rate (BMR) Housing Program by
paying the Housing Mitigation Fees for the amount determined by the Housing Mitigation
Manual.
5. SETBACKS
The setbacks for the homes will be consistent with those identified in the Grading, Drainage
and Erosion Control Plan numbered Page 2 of 6.
6. FRONT YARD TREE
The applicant shall plant a 24" tree in the front setback area instead of the 15 gallon tree
indicated on the landscaping planting plan on page L1.0.
7. CONSTRUCTION MANAGEMENT PLAN
A construction management plan shall be prepared by the applicant and approved by staff
prior to issuance of building permits. Staging of construction equipment shall not occur
within 20 feet of residential property.
8. EXTERIOR BUILDING MATERIALS/TREATMENTS
Final building exterior treatment plan (including but not limited to details on exterior color,
material, architectural treatments and/ or embellishments) shall be reviewed and approved
by the Director of Community Development prior to issuance of building permits. The final
building exterior plan shall closely resemble the details shown on the original approved
Resolution No. 6578 U-2009-07 January 26, 2010
Page 3
plans. Any substantial exterior changes shall require a minor modification approval with
neighborhood notification as determined by the Director of Community Development.
9. LANDSCAPE PLAN
The applicant shall submit detailed landscape and irrigation plans to be reviewed and
approved by the Director of Community Development prior to issuance of building
permits. The landscape plan shall include water conservation and pesticide reduction
measures as determined by the City.
10. PROTECT AMENDMENTS
The Planning Commission shall review amendments to the project considered major by the
Director of Community Development.
11. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government
Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the
amount of such fees, and a description of the dedications, reservations, and other exactions.
You are hereby further notified that the 90-day approval period in which you may protest
these fees, dedications, reservations, and other exactions, pursuant to Government Code
Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying
with all of the requirements of Section 66020, you will be legally barred from later
challenging such exactions.
SECTION IV -CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT
S. STREET WIDENING
Street widening and dedications shall be provided in accordance with City Standards and
specifications and as required by the City Engineer.
9. CURB AND GUTTER IMPROVEMENTS
Curbs and gutters, sidewalks and related structures shall be installed in accordance with
grades and standards as specified by the City Engineer.
10. STREET LIGHTING INSTALLATION
Street lighting shall be installed and shall be as approved by the City Engineer. Lighting
fixtures shall be positioned so as to preclude glare and other forms of visual interference to
adjoining properties, and shall be no higher than the maximum height permitted by the
zone in which the site is located.
11. FIRE HYDRANT
Fire hydrants shall be located as required by the City and Santa Clara County Fire
Department as needed.
12. GRADING
Grading shall be as approved and required by the City Engineer in accordance with
Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe
Resolution No. 6578 U-2009-07 January 26, 2010
Page 4
required. Please contact Army Corp of Engineers and/ or Regional Water Quality Control
Board as appropriate.
13. DRAINAGE
Drainage shall be provided to the satisfaction of the City Engineer. Pre- and post-
development calculations must be provided to indicate whether additional storm water
control measures are to be installed.
14. FIRE PROTECTION
Fire sprinklers shall be installed in any new construction to the approval of the City.
15. UNDERGROUND UTILITIES
The developer shall comply with the requirements of the Underground Utilities Ordinance
No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall
coordinate with affected utility providers for installation of underground utility devices.
The developer shall submit detailed plans showing utility underground provisions. Said
plans shall be subject to prior approval of the affected Utility provider and the City
Engineer.
16. IMPROVEMENT AGREEMENT
The project developer shall enter into a development agreement with the City of Cupertino
providing for payment of fees, including but not limited to checking and inspection fees,
storm drain fees, park dedication fees and fees for under grounding of utilities. Said
agreement shall be executed prior to issuance of construction permits.
Fees:
a. Checking & Inspection Fees:
b. Grading Permit:
c. Development Maintenance Deposit:
d. Storm Drainage Fee: Per Acreage
e. Power Cost:
f. Map Checking Fees:
g. Park Fees:
h. Street Tree
$ 5% of Off-Site Improvement Cost
or $2,468.00 minimum
$ 6% of Site Improvement Cost or
$2,217.00 minimum
$ 2,000.00
**
$3,765.00
Per ordinance
By Developer
** Based on the latest effective PG&E rate schedule approved by the PUC
Bonds:
a. Faithful Performance Bond: 100% of Off-site and On-site Improvements
b. Labor & Material Bond: 100% of Off-site and On-site Improvement
c. On-site Grading Bond: 100% of site improvements.
-The fees described above are imposed based upon the current fee schedule adopted by
the City Council. However, the fees imposed herein may be modified at the time of
recordation of a final map or issuance of a building permit in the event of said change or
changes, the fees changed at that time will reflect the then current fee schedule.
Resolution No. 6578 U-2009-07 January 26, 2010
Page 5
17. TRANSFORMERS
Electrical transformers, telephone vaults and similar above ground equipment enclosures
shall be screened with fencing and landscaping or located underground such that said
equipment is not visible from public street areas. The transformer shall not be located in the
front or side building setback area.
18. BEST MANAGEMENT PRACTICES
Utilize Best Management Practices (BMPs), as required by the State Water Resources
Control Board, for construction activity, which disturbs soil. BMP plans shall be included in
grading and street improvement plans.
19. NPDES CONSTRUCTION GENERAL PERMIT
The applicant must obtain a Notice of Intent (NOI) from the State Water Resources Control
Board, which encompasses preparation of a Storm Water Pollution Prevention Plan
(SWPPP), use of construction Best Management Practices (BMPs) to control storm water
runoff quality, and BMP inspection and maintenance.
20. STORMWATER REQUIREMENTS
The applicant must include the use and maintenance of site design, source control and
storm water treatment BMPs, which must be designed per approved numeric sizing
criteria.
21. DEDICATION OF WATERLINES
The applicant shall dedicate to the City all waterlines and appurtenances installed to City
Standards and shall reach an agreement with San Jose Water for water service to the subject
development.
22. EROSION CONTROL PLAN
The developer must provide an approved erosion control plan by a Registered Civil
Engineer. This plan should include all erosion control measures used to retain materials on
site. Erosion control notes shall be stated on the plans.
23. TRAFFIC CONTROL PLAN
The developer must submit a traffic control plan by a Registered Traffic Engineer to be
approved by the City. The plan shall include a temporary traffic control plan for work in the
right of way as well as a routing plan for all vehicles used during construction. All traffic
control signs must be reviewed and approved by the City prior to commencement of work.
The City has adopted Manual on Uniform Traffic Control Devices (MUTCD) standards for
all signage and striping work throughout the City.
24. OPERATIONS & MAINTENANCE AGREEMENT
The developer shall enter into an Operations & Maintenance Agreement with the City prior
to final occupancy. The Agreement shall include the operation and maintenance for non-
standard appurtenances in the public road right-of-way that may include, but is not limited
to, sidewalk, pavers, and street lights.
Resolution No. 6578 U-2009-07 January 26, 2010
Page 6
25. TRASH ENCLOSURES
The trash enclosure plan must be designed to the satisfaction of the Environmental
Programs Manager.
26. REFUSE TRUCK ACCESS
The developer must obtain clearance from the Environmental Programs Manager in regards
to refuse truck access for the proposed development.
27. STREET TREES
Street trees shall be planted within the Public Right of Way and shall be of a type approved
by the City in accordance with Ordinance No. 125.
28. SANITARY DISTRICT
A letter of clearance for the project shall be obtained from the Cupertino Sanitary District
prior to issuance of building permits.
29. SANTA CLARA COUNTY FIRE DEPARTMENT
A letter of clearance for the project shall be obtained from the Santa Clara County Fire
Department prior to issuance of building permits.
30. UTILITY EASEMENTS
Clearance approvals from the agencies with easements on the property (including PG&E,
PacBell, and California Water Company, and/or equivalent agencies) will be required prior
to issuance of building permits.
31. WORK SCHEDULE
A work schedule shall be provided to the City to show the timetable necessary for
completion of on and off site improvements.
PASSED AND ADOPTED this 26th day of January 2010, at a Regular Meeting of the Planning
Commission of the City of Cupertino, State of California, by the following roll call vote:
AYES: COMMISSIONERS: Chairperson Brophy, Vice Chair Lee, Kaneda, Miller
NOES: COMMISSIONERS: Giefer
ABSTAIN: COMMISSIONERS: none
ABSENT: COMMISSIONERS: none
ATTEST: APPROVED:
/ s/ Aarti Shrivastava
Aarti Shrivastava
Director of Community Development
/ s /Paul Brophy
Paul Brophy, Chair
Planning Commission
G: ~ Planning ~ PDREPORT ~ RES ~ 2009 ~ U-2009-07 res.doc
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ROUGLY 114, 112, 114, RESPECTIVELY
10216 PASADENA AVENUE
CUPERTINO, CA 95014
SYMBOLS
X DETAIL NUMBER
X.X SHEET WHERE DETAIL IS DRAWN.
SAME DISCIPLINE U.N.O
~ WINDOW MARK
X (SEE WINDOW SCHEDULE)
DOOR MARK
XXX (SEE DOORSCHEDULE(
X SECTION NUMBER
X.X SHEET WHERE SECTION IS DRAWN.
SAME DISCIPLINE U.N.O
® WALL HVAC REGISTER
® FLOOR HVAC REGISTER
X INTERIOR ELEVATION NUMBER
X.X SHEET WHERE ELEVATION IS DRAWN.
SAME DISCIPLINE U.N.O
//,,~\ REVISION NUMBER
,' ^ ~ (SEE DESCRIPTION BLOCK ON
SAME SHEET FOR DATE &
DESCRIPTION)
~ HOSE 8188
HB
ELEVATION ABOVE
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(THIN LINE INDICATES TRUE NORTH)
-N" GAS OUTLET VALVE
HKI.I-II I tl, I UKHL JF1tt I J
A-1.0 TITLL SHEET
A-2.0 OVERALL SITE PLAN
A-10 FIRST FLOOR PLANBBASEMENT PLAN-HOUSE-1
A-3.1 SECOND FLOOR PLAN 8 ROOF PLAN- HOUSE-1
A-3.2 FLOOR PLAN 8 ROOF PLAN ~ SECOND DWELLING UNI1.1
A-3.3 FIRST FLODR PLAN 8 BASEMENT PLAN -HOUSE-2
A-3.4 SECOND FLOOR PLAN 8 ROOF PLAN -HOUSE-2
A-3.6 FLOOR PLAN 8 ROOF PLAN -SECOND DWELLING UNIT-2
A-4.0 ELEVATIONS -HOUSE-1
A-4.1 ELEVATIONS-SECOND DWELLING UNIT-1
A-4.2 ELEVATIONS -HOUSE-2
A-4.3
A-5.0 ELEVATIONS-SECOND DWELLING UNIT-2
SECTIONS
CIVIL SHEETS
1 TITLE SHEET
2 GRADING. DRAINAGE. AND EROSION CONTROL PLAN
3 BUILDING CROSS SECTIONS
4 CITY STANDARD DETAILS
5 EROSION CONTROL DETAILS
6 BEST MANAGEMENT PRACTICES
PROJECT DATA
SQUARE FOOTAGE DATA:
LOT AREA:
LOT1 6.2408.E (, 143AC.)
LOT 2 6,240 S.F. (.143 AC.)
MAIN HOUSE (PER LOT):
FIRST FLOOR: 1,021 S.F.
SECOND FLOOR: 872 S F.
TOTAL LIVING: 1,893 S.F.
GARAGE: 424 S.F.
OVERALL TOTAL'. 2.917 S.F.
2ND DWELLING (PER LOT):
FLOOR AREA: 640 S.F.
FLOOR AREA RATIO (FART (PER LOT):
2,317 S.F. + 640 S.F. = 2,957 S.F.16,240 S.F. _ 41
RATIO OF 2ND FLOOR T01ST FLOOR (PER LOTI:
872 S.F.I 1,445 S.F. _ 60
VICINITY MAP
~~~
BRUNO
MARCELIC
ARCHITECT
A.LA,
365 E. Campbell Ave.
Campbell, CA
95006-2013
Phone
4081379-6500
Fax
4081379-6110
Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
Sheet Name:
TITLE SHEET
Project Number 0912
Date 10130109
Drawn By ~Rg
Checked By gM
^
scale As indicated
BRUNO
1ARCELII
ARCHITECT
A.I.A.
65 E. Campbell Ave
Campbell, CA
95008-2013
Phone
4081379-6500
Fax
408/379-6110
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PROJECT SUMMARY TABLE `"
'.• ~ :PORCH' :: •• •~ .~
. -', PORCH' . ~
.
slrE AREA:
LAND.
I LAND.
~
LOT 1 Q240 S.F (.143 AC.) ' ' '
LOT 2 6,240 S.F. (.143 AC.)
20'-0" 14'•8" 14'fi 2 0'-8"
BUILDING AREA:
MAIN HOUSE 2,317 S.F. I 35'-0' ' 35'-0" '
2ND DWELLING ¢OQ,~F
TOTAL: 2,957S.F. ( DRIVEWAY > ~ > DRIVEWAY ~
fL00R AREA RATIO:
2,95716,240 - .47 LOT-2 Q LAND.
3 LAND. Q
3 LOT-1
.. ~ .. ~ .. ~ . .J• . ~ . .... J ~ .. . ~ .. ~
NUMBER OF STORIES: 2
'
"
HEIGHT: MAIN HOUSE•1= 25'•9" 1s'-a" ~ 3 16
•0
MAIN HOUSE-2 = 25'-10"
BUILDING PAD ELEVATION: SEE CIVIL DRAWINGS ~
Y (N) SIDEWALK
CURB ELEVATION: SEE CIVIL DRAWINGS -
PARKING (PER LOT): IN GARAGE • 2 ;, (N) PLANTER STRIP
ON DRIVEWAY - 2
STREET
1
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EXISTING USE: SINGLE FAMILY RESIDENCE
CURB, GUTTER,ORIVEWAY.
PROPOSED USE: SINGLE FAMILY RESIDENCE ANO SIDEWALK PER CITY
WITH SECONDARY DWELLING UNIT STANDARDS, TYP.
ZONING. P (RES I A•12)
0
GENERAL PLAN DESIGNATIDN: 1$ D U IAC b
PAVING AREA (PER LOT): 1.257 S.F. (20%)
LANDSCAPING AREA (PER LOT): 2,898 S.F (47%)
NUMBER OF DWELLING UNITS (PER LOT): (1) 4•BEDROOM UNIT
(1) 1-BEOROOMUNIT PASADENA AVENUE
RECREATION AREA (PER LOT): 7;727SF.(28%) ----------------~------------------ -----------
OVERALL SITE PLAN
__ __
Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
--
Revispn5ctie~le..._ ..
Revision Revision Revision
Number Oesuiptbn Dale
Sheet Name:
OVERALL SITE PLAN
Project Number 0912
Daie 10130109
Drawn By gM
Checked ay gM
^
Scale As indicated
r --
~ A-4.0
1 ~
A-50 p
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- -
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15'-0"
A-4 D
~-
2
39'0"
BRUNO
ARCEL
RCHITEC
A.I.A.
E. Campbell A
Campbell, CA
95008-2013
Phone
4081379-6500
Fax
408!379-6110
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Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
Sheei Name:
FIRST FLOOR PLAN
& BASEMENT PLAN,
HOUSE-1
Project Number 0912
Date 10!30!09
Drawn By JRB
Checked By BM
^
Scale 114" = 1'-0"
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BRUNO
MARCELIC
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
408/379-6500
Fax
408/379-6110
Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
Sheet Name:
SECOND FLOOR
PLAN & ROOF
PLAN-- HOUSE-1
Project Number 0912
Date 1-7-10
Drawn By JRB
Checked By BM
^
Sale 114" =1'-0"
2 ROOF PLAN -HOUSE-1 1 ,SECOND FLOOR PLAN -HOUSE-1
- - ~ G 114 =,~-0
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u 1I4" =1'-0"
BRUNO
MARCELIC
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
4081379-6500
Fax
4081379-6110
Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
Sheet Name:
FLOOR PLAN &
ROOF PLAN - 2ND
DWELLING UNIT-1
Project Number 0912
Date 10130!09
Drawn By ,jRg
Checked By BM
Scale 114" =1'-0"
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BRUNO
MARCELIC
ARCHITECT
A.LA.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
4081379-6500
Fax
4081379-6110
Project Name:
10216
~, PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
~~ ss~r
Revision
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Sheet Name:
FIRST FLOOR PLAN
& BASEMENT PLAN,
HOUSE-2
Project Number 0912
Daie 10130109
Drawn By JRB
Checked By BM
^
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BRUNO
MARCELIC
ARCHITECT
A.f.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
4081379-6500
Fax
4081379-6110
Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
Revision Schedule
Revison Revision Revision
Number Desaigia~ Dde
Sheet Name:
SECOND FLOOR
PLAN & ROOF
PLAN--HOUSE-2
Project Number 0912
Date 1-7-10
Drawn By JRB
Checked By gM
Scale 114" =1'-0"
ROOF PLAN -HOUSE-2 ~:~ SECOND FLOOR PLAN -HOUSE-2
114" =1'•0" ~ 1/4" =1'-0"
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=LOOR PLAN - 2ND DWELLING UNIT-2
114" =1'-0"
14'-4"
35'-0"
1
A-4.3
5' 4"
BRUNO
ARCEL:
RCHITEC'
A.I.A.
i E. Campbell A
Campbell, CA
95008-2013
Phone
4081379-6500
Fax
4081379-6110
Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
Sheet Name:
FLOOR PLAN &
ROOF PLAN - 2ND
DWELLING UNIT-2
Project Number 0912
Date 10!30109
Drawn BY JRB
Checked By BM
^
Scale 114" =1'-0"
a
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2 REAR ELEVATION -HOUSE-1
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BRUNO
MARCELIC
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
4D8! 379-6500
Fax
408!379-6110
Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
Rsvieion Schedule
Revision ReVSion Revisbn
Number Dssaiplian Dde
Sheet Name:
ELEVATIONS
HOUSE-1
Project Number 0912
Date 1-7-10
Drawn BY JRB
Checked By gM
^
Sale 114" =1'-0"
a
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-8
FRONT ELEVATION -SECOND DWELLING
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LEFT SIDE ELEVATION -SECOND
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BRUNO
MARCELIC
ARCHITECT
A.I.A.
365 E. Campbell Ave.
Campbell, CA
95008-2013
Phone
4081379-6500
Fax
408!379-6110
Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
Sheet Name:
ELEVATIONS
DWELLING-1
Project Number 0912
Date 10130109
Drawn BY JRB
Checked By BM
^
Scale 114" =1'-0"
)f r,
)~/
~r n
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o° 1
FRONT ELEVATION -HOUSE-2
114" =1'-0"
BRUNO
[ARCELI
~RCHITEC~
A.I.A.
~5 E. Campbell Av
Campbell, CA
9500&2013
Phone
4081379-6500
Fax
4061379-6110
Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
a
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ARAGE DOOR
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RIGHT SIDE ELEVATION -HOUSE-2 2 REAR ELEVATION -HOUSE-2
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Revisim Schedub
Revisbn Revisbn Revision
Number Dsscripfbn Date
Sheet Name:
ELEVATIONS
HOUSE-2
Project Number 0912
Date 1-7-10
Drawn BY JRB
Checked By gM
e~
^
Scale 114" =1'-0"
3RUN0
ARCEL.
RCHITEC
A.I.A.
REAR ELEVATION -SECOND DWELLING
UNIT-2
114" =1'-0"
i.O.P. n
T 4 ~V
E. Campbell A
Campbell, CA
95008-2013
Phone
408!379-6500
fax
4081379-6110
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1 UNIT-2
LEFT SIDE ELEVATION -SECOND
DWELLING UNIT-2
114" =1'-0"
TA.P. n
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Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
+San. schscr
Revisbn
Iesc+iPtlo
Sheet Name:
ELEVATIONS
DWELLING-2
Project Number 0912
Date 10!30!09
Drawn By ,jRg
Checked By BM
^
Scale 114" =1'-0"
- ~ ~DFING ~~,
Pi ~,:OOD ~riEATHING ~ ~:-~, EVATI01:~
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STRUCTURt~L PLANS -- ;G LB. FELT
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ELEVATION.. J
HALL STAIR AY
`- 2x4 OUTRIGGERS
U
SEE PLANS cae'oc BEDROOM _ MASTER
HoRlzoNrAL sIDINC ~ ~~~r, ~, : ~ ~,. #2 EDP ROOM
BUILDING PAPER, SEE , ~`: .~ ~ . V
ELEVATIONS ~
I - __ _ Second Floor
- _ 10'-~
PLYw00D SHEATHING
2x STUDS @ 16" O.C
\V _._
TYPICAL RAKE DETAIL - __ ~ I I n~ I n~ ~ I
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~ 3 o N
m
1 MAIN HOUSE SECTION 1
114" =1'-0"
6' 6"
(V
1
A-5.0 NOTE:
THESE SECTIONS APPLY TO
STRUCTURES ON BOTH LOi •1
AND LOT-2
3 yr
ATTIC
CORBEL DETAILS
4 1" =1'-0" .. ~ - --- - - - Roof
M o DS ~-~
a ~ 19 0
ff
(~~~'d~3~ ~+~~ f er O
~~
""~'~°'~°"~``'~` TUDYlLOUNGE
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_ _ _ _ _ _ Second Flaor~
10' o
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KITCHEN ~
PANTR ROOM HALL
U,
`~ ~ STAIRWAY
` First Floor n
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'I~='Ii__II ~-- I ; - 'ICI- - -II:1- 1,1 -~'~I --~
_ __ , ~ I ,_ I ~ I L I '~~~
/12ND DWELLING SECTION /~ MAIN HOUSE SECTION 2
~' 114" =1'-0" 114" =1'-0" --
-~
BRUNO
[ARCELI+
ARCHITECT
A.1.A.
~5 E. Campbell Av1
Campbell, CA
95008-2013
Phone
4081379-6500
Fax
4081379-611 fl
Project Name:
10216
PASADENA
AVENUE
HOMES
10216 PASADENA
AVENUE
CUPERTINO, CA
95014
Revision Schedule
Revfabn Revisicn Revision
Number Desaiptbn Dde
Sheet Name:
SECTIONS &
DETAILS
Project Number 0912
Date 1.7.10
Drawn BY JRB
Checked By gM
scale As indicated
1. All Work shall be In accordance with the State of Califsnia"'~
Standard Speciflcatlone (latent edition), Standard Plana (loteet
edition), and Gty of Cupxtino Standard Plan. The Contractor
shall perlorm the work described In the epeclflcation, and as
shown on the drawings, and to the aatlefactlon of the City
Englneer.
2. All underground utRltiee shall be installed and adequately
backfRled before placement of the base material and 1
surface structures. Ii utlllRlee are to be Installed eubsequently,
a written notlflcotlon from the affected utRlty company
Indicating lte canmliment to boa s tunnel shall bs
submitted to the City Engines hefse proceeding with the
work. Underground utlllties, except storm and sanitary sewer,
wRl not bs permitted In pavement sea, with the exception of
etroei crossings, othawiee epeciflcolly approved and authorized
by the Clty Enginex.
3. The contrasts shall haw all 01 the utilities underground
maln0. and services that may conAlct with the project, located
In the Reld, The Contracts shall contact underground Sivice
Alert (USA) forty-eight (48) houro h adwnce of any work, fa
location of the underground Toclllilu, at (800) 642-2444.
4. All trench backfRl, All areas, and base matxial shall attaln
o minlmum 98% relative compaction as pa Standard
Speclflcatlons. For typical trench uctlon4 rain to the City
Standard Details, with the exception of sanitary eewero.
5. All trace, roots and foreign matte In ezlating or proposed
Right of Way shall be romoved to a depth of two (2) feet
bdow eubgrads and dispoud of.
6. All exleting pavement removed or damaged dull be
replaced ore requlred be the city Englneer,
7. All cancnta used fa all structures must be Class "A" (8
Backs per cubic yard) ore per Standard Specifcatlana and shall
attaln strength of 2200 p.e,l. In sewn (7) days.
B. Drop Inlets Indalled shall be Clty of Cupertino Standard
anise otherlse noted m the plane. The bozee shall be
Installed at the same time the P.6C curb and quttx Is
installed. Claae 'A' P.C.C shall be used.
9. A minlmum thlcknm of six (B) inches of P.C.C shall be
requlrod for commercial driveway approaches and five (5)
lnchea for reeidentlal. Locotlonn shall be determined prior to
the installation of the curbs. The driveway shall he Installed at
the name time as the curb,
10. All street curbs shall be vertical P.C,C curbs.
11. Install City of Gupertlno etroet name signs, four (4) blades
each pa auembly as shown an the plane.
12 Install City of Cupertino dandard monument boa(s) and
monument(s) o shown on the plena.
13. All grade etaku and laths required by the Clty Englnur
shall be Installed by the Subdiddere Englnea as directed,
Minimum off-seta fa cut stakes shall be five (5) feet.
14. Prior to wmmencing work, the Contractor shall haw cut
sheets approved by the City Englnur, Notify the Clty Enginur
twenty-four houre (24) prior to roqulring Inspection.
15. The contractor shall submit a written request for Anal
Inspection.
16. One-hat} (1/2 pound of dieperoing black shall be mixed
with each sable yard of eonorote at the hatch plant.
17. Grading o1 Iota outside of R/W ore per typical section and
for sons-Ovation, shall be completed and approved by the
City Englneer before proeeeding with preparatls of the
aubgrade and plaament of the surface dructuru s Iota. All
lots shall ba graded to the dreei elewtion, or ore sham on
the plane, or u determined by the Clty Englnur.
I& Notify the City Enginur forty eight (48) houre in adwnce
of requlHng uMeee for checking field etakMq. At this time,
thru (3) copies of the cut sheets will be famished.
19. All standard street monuments, lei corer pipes, and other
permanent monumenh disturbed during conatructlon shall be
replaced before accepters of the improvements by the Cliy
of Cupertino
20. Manhole frames and cover shall bs brought to fln(ah
grade before final paring.
21. The develops shall pay all coats for moisture-density
curves (Calif. Tot No. 216E) and any othx tuts required by
the Clty Englnea during street construction.
22. Approvd of these plane does not release the Contracts
of the rorponelblllty for the corcectlons of mistaken, eras, a
omlaalona contained theroln. If, during the tours of
construction of lmprovemeni0. public Interest requlred a
modlficatlon of/or a departure ham the Clty o1 Cupertino
apeelfleatlon s then Improwmenta plena, the Clty Englneer
shall haw the authority to requiro ouch modificatlan a
departure and to specify the manner In which the acme Is to
be completed.
23. Septic tanks shall be pumped and backfllled to the
eathfacilon of Santa Gsa county Health Department prior to
condruetlon.
24. Fa all flve(5) foot monollthk: aidewalke, all fire hydrants
and electrollero shall he Installed behind sidewalk.
25, Each sheet of the construction/modiFlcatlon plane shall be
Initialed by the Clty Englneer to be coneidied approved Anal
plane. It shall be the rupondbillty of the contractor, and all
Subeontracton to Inwre that' are furnished with approved
plans or the loteet revised pions.
28. All watt Ilno, wives, hydrants, and appurienoneo
thereto Installed within the City o} Cupertino Munkipol Wali
UtRltyr nervlcee aroa, shall be the property of add water
utRlty.
27, conatructlon signing shall he Indalled prior to beginning of
wok.
28. Any and all dorm lira Indalled as part of the work on
thur plena shall ba cleaned of all aced motatol, debris and
obstruction. Storm Iinu shall be Rushed as directed by the
City Engineer.
29. fie Civil Enginur a Shc Englnea to review all gradlnq and
submit o final report to the Clty prla to occupancy.
obaiructlon. Storm Ilnea shall be flushed as directed by the
City Englneer.
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Cra~~ 640 s>;agsr
Sheet 1 -Title Sheet
Shoat 2 -Grading , Drolnag0. and Erasion Control Plan
Sheet 3 - BuRding Croce Sections
Sheol 4 - Gty Standard Dotage
Shut 5 -Erosion Control Detatla
Sheet 6 -Bed Management Praticee
1, Regrade cut aroa to original ground condition.
2. Prior to gradlnq completion and rdeaae of bond, all graded
area shall ba ruuded in conformance with the Clty of Cupxtino
Grading Ordlnana io mMimiza the visual impacts of the
graded dope and reduce the potential fa erosion on the
subject alto.
3. A conatructlon oborwtlon letia from the roponeble
Ceotechnlcal Englnur detalling eonsiruetion obeerwilona
and citl}yinq that the work was done In accordance with
the recommendatlona fn the Gsoiechnical repsta shall he
submitted prior tp gradlnq eompletlon and releau of bond.
1. The Clvll Enginex a SoR Enginur to review all grading and
submit a Anal report to the City prior to occupancy
2. Compaction roporte and pad elevotlon certiflcatlon le roqulred
on all bullding pad work.
3. Contort Public Works at 4QB-777-3104 fs drainage and Dnal
ryade Inspection, which Indudee drain Ilnee and roof drains/downapouta.
4. Contractor la rosponsible fa dual contrd and Insuring the aroa
adjacent to the work le left in a clean condltlon.
5. Ths contracts shall review dondard detail 8-4 on tree protection prig
to accomplish any work a remov(ng any trees.
6, All storm line Installation with dope lees than 2% shall be citified
by a GMI Englneer.
7. All on-site eonltsy eswi Iinae and laterals shall be subject to
bullding department approwl prior io Inatollotlon.
B, UtRize Best Management Proctlcu (BMP'a), ore requlred by the State
Water Resources Control Board fa any activity which disturb Boll.
9. A work schedule of gradlnq and lesion k udlment contrd plans shall be
prodded to the Cliy Enginur by August 15. No hRlside gradng shall be
perfsmed betwun October 1 and April 15.
10. All roof drains and/a downepouta shall be drained sheet Bow 2% away
from the bullding and may be tdlected by drainage Inlet connected to public
storm drain facility. If and only if the drainage Is In hRlaide area tan the
water be dlroctly connected to the public storm drain facility.
11. Electrical aervlcu to be planed underground
UANTITIES
CUT 10 CUBIC YARDS
FlLL 124 CUBIC YARDS
IMPORT 114 CUBIC YARDS
EXPORT 0 CUBIC YARDS
.. ..
FOR
LANDS OF ADZICH
110216 PASADENA AVENUE
APN 357-18-021
~ CUPERTINO CALIFORNIA
OCTOBER 1, 2009
I FOEN D & ABBREVIATIONS
AB AGGREGATE BASE
AC ASPHALT CONCRETE
AD AREA DRAIN
AE ANCHOR EASEMENT
BLDG BUILDING
BSL BUILDING SETBACK LINE
BSMT BASEMENT
BW BOTTOM OF WALL/BACK OF WALK
CC CURB ~ CUTTER
CL CENTERLINE/CHAIN LINK FENCE
CO SANITARY SEWER CLEANOUT
CSD CITY STANDARD DETAIL
CONC CONCRETE
DE DRAINAGE EMITTER
DG DECOMPOSED GRANITE
DI DRAINAGE INLET
DS DOWNSPOUT
DWY DRIVEWAY
ELEV EIEVATION
EM ELECTRIC METER
E(OH) ELECTRIC OVERHEAD
EP EDGE OF PAVEMENT
EX E%ISTING
FC FACE OF CURB
FF FlNISH FLOOR
FG GROUND FlNISH GRADE
FH FlRE HYDRANT
FL
G FLOW UNE
GARAGE SLAB ELEVATION/GAS UNE
CPE GENERAL PUBLIC EASEMENT
CSB GRADING SETBACK
GM GAS METER
HP HI POINT
INY INVERT
UP UP OF GUTTER
LS UNDSCAPED AREA
MAX MA%IMUM
MH MANHOLE
MIN MINIMUM
N !r S NAIL AND SILVER
NTS NOT TO SCALE
OH
OC OVERHEAD
ORIGINAL GROUND
p PAYr]AENT FlNISH GRADE
PAD PAO ELEVATION
PL
PEE PROPERTY UNE
PEDESTRIAN EQUESTRIAN EASEMENT
PERF PERFORATED
p0 PORCH
pp POWER POLE
PROP
PSE PROPOSED
PUBLIC SERNCE EASEMENT
PUE PUBLIC UiIUTY EASEMENT
PVMT
PVC PAYETMENT
POLYVINYL CHLORIDE
R RADIUS
RW RETAINING WALL
REM REMOVE
R/W RIGHT OF WAY
SB SETBACK
SD STORM DRAIN
SDE STORM DRAIN EASEMENT
SE
SS SLOPE EASEMENT
SANITARY SEWER/ LATERAL
SSE SANITARY SEWER EASEMENT
STA STATION
SW SIDEWALK
TB
TC TOP OF BANK
TOP OF CURB
TEMP TEMPORARY
TOC TOP OF COVER
TG TOP OF CRATE
TW TOP OF WALL
TYP TYPICAL
VG VALLEY GUTTER
W
WCE WATER
WIRE CLEARANCE EASEMENT
WLK WALKWAY
WM
WOE
WY WATER METER
WIRE OVERHANG EASEMENT
WATER VALVE
GRANADA AYE
GRANADA AVE GRANADA AVE
HERMOSA AVE
LoMITA avE PROJEC SITE
m LOMITA AYE ~ ~ _
~eantlro> v ue 10 ,Cupertino- Yong\Cli g
m
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A
ALMADEN A
OLIVE AVE
SAN FERNANDO AVE
~N
f
~4
VICINITY MAP
NT5
~ CLEAN CHECK, ING-EXTENDABLE BACKWATER VALVE
'
i TREE TO BE REMOVED
100. DESIGN GRADE
• CHAISTY - V1 DRAIN BOX W/ GRATE
O DRAINAGE EMITTER
SUMP PUMP (DESIGN BUILD)
+1D1.7 OR (101.70) EXIST ELEVATION
° CONCRETE
~ DOWNSPOUT WITH SPLASHBLOCK
~..,.,tr FLOW DIRECTION
°Q ------ N -- EXISTING UTILITY
POST CONS CT10N STORM WATER
BMP POLW110N TROL MEASURE
EXISTING ~ OUR
-550- PROPOSED TOUR
~---~ - DRAINAGE SCALE
' .......
(~ CUY WIRE ANCHOR
~ RETAINING WALL
® INLET 8'x6'
APPROVED BY:
DATE
CUPERTINO SANITATION DISTRICT
APPROVED BY:
RALPH A. QUALLS, JR, RCE 22046 10 O1 09 DATE
DIRECTOR OF PUBLIC WORKS
12-31-11
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OWNER
ROBERT ADZICH
PHONE
ADDRESS; 10216 PASADENA AVENUE
1, All work performed shall bo installed to manufocturxa
npee111eatlone and all work shall comply with all curcent local,
state and iaderol requlramub.
2. All work shall be constructed In accordance with these
plane and the Standard Speclflcatbne of the Cupertino
Sanitary Oletrlct
3. All excawtbn and backlRling within street right-of-way
shall be done in accordance with the requirements of the
Englnea of the public agency having Nrledletlon. Encroachment
Pertnlte shall ba obtained and a copy shall be on the Job
during conatructlon.
4, FIII material shall be canpacted to a minimum of two and
one half (25) het abaw the top of pipe dewtlon by
methods that will net damage the pipe a substituted wkh
growl or one (i) slurry mix. Fill material must attaln o
minlmum a} ninety five percent (951Q relative eompactlon, ore
pa State of Califomla Standard Spaciflcat(ona.
S. The Dletrict Enalnei shall be notNled two !21 worNlna dew
Ina -nce of atartha eomtruetlon on this oroleet 20085
Stevens Crock Blvd. Building C, Cupertino, CA 95014 (408)
253-7071. At that tlm0. traffic Plana, encroachment permits
and the uwi dlwrlon plans shall ba given to the Detrict
Enginex. Sewer diwrelon plena shall include sewage bypass
and emergency plena, Work shall net begin until the Dletrict
Englnea hoe provided written occeptonce o1 these plane.
6. One (1) aanltary sewer lateral shall be Inatdled fa each lot
or bulldhg. Location of lateral and property carere to be
stoked in field at the wme time the sewer main la staked fa
construction. Laterals shall rest be lokl on less than two
picent (27Q grade and shall haw a minlmum cover of four
and one halt (4.5) feat at property line a edge of sanitary
eewi cerement. Laterals shall be dupe than lour and one
half (4.5) feat when directed by Dletrict Englnur. Latiale
shall not be extended beyond the atroet right-oi-way Ilne or
eanltay revel easement line until the main hoe been tested.
Lateral sewer constructed outside of the public duet a
Cupertino Sanitary Dbtrlcl Easement shall be constructed in
accordance with the requlrementa ot, and shall be inspected
by the Clty of Cupertino Building Department.
7. The Contractor performing work on the sanitary sewers shall
be required to raglatx with the Dletrict and provide Inwranca
ore specified M Sections 1.38 and 1.40 of the District's
Standard Speclflcatlons.
8, The Developer and Genid Contracts shall be ruponeible
for protection o} all exleting Improvements Indudinq exleting
aanltary sewer facilities that on to remain and li damaged
during corotruction of the proposed Improvements, shall be
repaired to the sat(afaeilan of the Cupertino Sanitary District
and othi affected agenclu.
9. Channels of all Dkrtrlct manhdu within the conatructlon
area shall be protected by plywood covers, placed (n the
manhdu and manhole castings shall be adjusUd to final
grade in acesdonee with the Standard Speclfleationn of the
Cupertino Sanitay Dletrict s ore directed by the Dletrict
Englnea.
10. The Devdopi and General Contractor shaft be roeponalble
for the prewntlon of eondruetion debris entering the exleting
sanitary newer syysdtem due to the conatructlon actlvltles
aooclated with this project and the Dswlopi and Contracts
shall pay all coats aeeocloied with the rdeaae of conatructlon
debris Into the exhtinq sanitary uwi system due to the
cadrucilon activltlu aeeoclaied with ihb proMct.
11. The Dewlopx and General Contractor shall b• roeponaible
for the prowntbn of a sewage epRl ouoclated the
Contractor aeilvltlu on this project and the Derolopi and
Contractor shall pay all code auoelated with the rdeme of
uwage Into aurfau drainage system and downstream aurfaa
waters,
12 UtRlty Notiflcatlon (Contractor shall locate all uillitla prior
to start of excawtion):
a. Undxground Servlee Alxt 800-221-2600
b. Storm Dralna CNy of Cupertino
c. Sanitary Sewer Cupertino Sanhary Dletrict
13. All Sanitary Sewer Ppu shall be PVC-SDR28 a approved
equal, unleu otherwise apedAed by the Dlatrlet Engineer.
14, Access for pededriane and vehicles shall be provided at all
times unleu approved In writing by the Dlatrlet Englneer.
15. Smitary Sawx Manhde0. Flushing Inleh and cleanats
shall be marked with "SANITARY or SANITARY SEWER'.
18. Cloaad Circuli Video Inspection of property Ilne cleanout and
lateral requlred prior to final plumbing inapectlon of owner
expense, Wfien the uu of an exiatlnq latest la proposed, an
addtltlonal video Inapectlon la requlred prior to construction
to verify that it meta the cunent Didrlct Standards.
Approwl of thus plane by Cupertino Sanitary District dau not rdleve the Installer
of the reaponslbllity fa the croneetlon of mistake, error, or omhdone. If, during the
course of construction of the sanitary sewaro the public Interut requiroa a modiAcatfon
of, or a departure from the Dletrict Speelflcatlone of thue Improvement pbna, the
Dletrict Englnea shall how the authority to require such modlflcatlone or departuro and
to specify the manner In which the modiflcationa or departure is to be done,
Approve as io Compliance with Dldrlct Requlnmenta , 2D09
CUPERTINO SANITARY DISTRICT
District Englneer
R(1Qf1 t\IDf,~F P~C~I1Ff\I~ D1/~~II I~ l`ITY III F I~I(1
~PPI I~`Q~IT• ~f171(`N
FlNISH GRADE DETAILS
AT BUILDING FOUNDATION
NTS
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APN 357-18-022
TYP 302.66 FL 1 W 3D3.01 FL/HI PT 301.15 FL "" 300,
FlBER ROLLS ( )~ ,~_._ S --~ S 695118' E 130.10' --~_...~
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zX I! AIN HOUSE I I I ~~,
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CURB INLET "... ,^~ I W
/SFF THIS SH ET I I _~i, I . ~ .__. .
CURB INLET
SEE THIS SHEET
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S .4F ssi,os i~ allz~l \2• SDFM• $=1X
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R(1 NAMF PA`;A~FNIA Al/FNI IF PITY FII F Nll
~'ANT• A1171~'H A11
APPI I
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R R
60'
76' 11'
t 2'
I 2z
~2X 12X, PARK 1 Slope
PARK ' u,;v , ':a.'y STRIP I
5/W STRIP
A.C surloce 6.5' 4.5' 6"
6" A.5' 6.5' cdurre Aqq, bme carte
A.C. base coune
Slandartl curb R~DENT11fi i1 nfG1
end gutter IIWI
OLD SAN J05E AREA
R Q
60'
~2X i 2X,
:r ARK' 1X
I Slope
., PA ,• I
STRI I
,.
~ S/'N
b' 4,5'
k5'
A
C. A.C. aurtoce
coune Aqg, tree course
bme twree 4.5' 4.5' 6•
.
Standad curb
and qutler re~es!uesseuelM ~E~~
161Yf1OYtN1W~
1. RESIOENIIAL -Sidewalk to M 4• P.C.C. over 4' qon II Aggreqatt Bee 0 90X Rdatiw CampecUon
2. COMk1EACIAL R 1NW51RIAL - Sidewdk la be 5• D.CC, owr ~• Oae n aggnqate Base 0 90X Rdoliw
tompocrbn.
7. Mandlthic sldewolk ehdl be inalolkd only whm monaltlnlc tiderdk eielt.
n~o~rrna~
CITY OF CUPEATINO AppROVEO BY: ti•~bATE: V 1-2
STANDARD DETAILS CITY EER
~I..`-
'T d j ~- ~ T ~eveTen: ~~s-
T/ v •~ ~ o' mot' Cr vcriCCl° rvi:r g_ ._
R~t'2' C' a"~T' ~I
-~- .. P=,%Z~ ,d
,4,• 'a ~ ~ ~,o
• Oa
B ~-_ ~c.. ~,G.
0 OD~pO °c~~ ~
4" C~cs_ 'I Aag. Dose
A1.6 A2.6
E, 2„ 6,. i 2 ., 2 q,. ~
T •! I
~ •,° T
r , • Rr'/2° 6 2" ar variable
P ~ iq^ I /
c y •' i71
~ i p9
6" .< o
• R=• o
• 0 000
-1-- ~ • o0 o a
00800 000 0
A~•6.8 q" Class II Agg. bese
f1L~
Ir oa I I T2' I Zq I
R=C.CB s=a~° l ~ 3„~
\\ / 0.33' }--`6^I
` Levu .n J R R=t7
,~, i •/ 6"
As1/2
12"
a.r/x• o T
0 ooBpO~
TYPE E (MOUNTABLE DIID:) o
4" Gloss II Agg. has?
TYPE E ~,
6" 1"
• -L ~ 1
_L_ '
Eoc= to T Epoxy to 12°
Ex. Surface ~ E~. Suridce
1/T longitudinal nor A.C. DIKE
EIRRUDED CURB 1~2" dowel, minimum 6' length, 4' spac,nq
~ A3.6R A3.6D
STANDARD CURB SECTIONS
f.EYISED J,
CITY OF C'JpERTIN!) APPROVED eY ATE'. 1-16
STANDARC CE~AILS CI NOINcc
-,may v
~ ~' W.D
r io
... ,~~ , 0 9 ~ ~ Y
,r 4 t.
A,~e:Jc,, aru0 rdaesk~-t
+ er ~'O
r,. c¢
~.nJlt.Si ~ •=r.
i ~ ibrt
~~
~ 6 ~~ ~~'.A ,. . ,
Csa~~ ~~~nzs
rsal '_•
A,YIwNYI 9wr, Ww,
lht, rwnN 1f 1Y
w+rp, rI u'
Ow .ey n, rrr
cwwn.w ww za w~ 1r
TF ]Y n1A N'
YgwlAq M N ww Y
~.,1r ww. w
P
i
WEAKENED PLANE -
JONi OR CUT
JOINT 1/6• W10E,
2• DEEP ON 8. O.C,
NOTES:
t. Canaele dAwwap not mandatory in
indutlrial lone when sidewalks not constn,cted.
2. Score meks not to exeetl 4'-0" O.C. Vse
mechankal separator al every other score murk.
7. Finish to be Coarte Brush Pinion,
4. Sidewalk to Oe replaced when new driwwdy is
pared.
5. Edge of driveway shall be a minimum o} 4'
ham property line.
W - Wklth
2' 6" W 2 W 2 l,5' ar vabble
Pnvenent to be Deep xore peepaacore 9ope:+1.5X la +eX 6• commercial ar ndualrial
flush rich ltp of S reidMtial
putter Owy approach j0inl or -I.S% 1° -4X
to bt IWSh ~- -; '"
rilh qutla •~
.~••. ~ ~t_4~
~e, 400 base material
'• Q g with o 95X relative
~ compoctbn
• Commercid and Industrid driwwap
shall haw atrpignt dope to (~
SECTION A • A
DRIVEWAY DETAIL • DETACHED SIDEWALK
REYISEO MAR 2003
CITY OF CUPER11N0 AppROyE DA i-20
STANDARD DETAILS CITY ENGINEER
DRAINAGE DETAIL -Under sidewalk
I I I
I I Sidewalk
91 I I
I A ~~ I A
1 1 I I Sawtu!
I I
5aww1 I ~ I I
Fan of Cub
m Ye S' minimum
Re o
PLAN
sddt:r=s
Top of Crrb
2"
6"
ro~•
Flare ~ 1..
FACE OF CURB
sdde:r=e
.Q,
e . . • •. • ••4"rant.
~. Via, '.D ...'a• ~q ,•°', n",v.'
v v: ~ ; D'
.~ p.
• •,•4 •.~.a • 7q~. ,
~ o • o ~ ° c'; ~Q; :•oyyoa oooppo do0
°o pp: o°o a ° ; 6- •: apOp ooae4' A.9,M.
d ° peo,a poop 6-, ,'.1,"min. '~ o .'d ' oood0 DODO ood~
(~
po°eo G ~ ~ p~0 0
.eepepoQppeap o00°o°oa doooop
0 p e pp O° Op Opp
°p po °oepoOp eaOee op0°o aDupaoeO ~o
00 °o ee ee°e°p00~~Op °Oa oDpOpOD~p
aooo 0 a Dena o 00 0 op0 0o ep
SECTION A-A
Samerr
CITY OF CUPERTINO APPROVED BY: DATE: •s Y 3-6
STANDARD DETAILS cl r ERCINEER'
~~~~
~ M, ( ~
F~
y
o.
~ IXP.12-31-11
`~ql C I V 1 ~ ~\!
f OF CAV1~
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m ^
N H N
b ~ B
w
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~~
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Z ~~~~
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R~AfI I~IA~~F PA~AfI~~IA Al/FNI IF CITY III F N(1
APPI I~'ANT• Af171(~N
1. THIS PLAN IS INTENDED TO BE USED FOR INTERIM EROSION
AND SEDIMENT CONTROL ONLY AND IS N01 TO BE USED FOR
FINAL PLAN ELEVATIONS OR PERMANENT IMPROVEMENTS.
THE COUNTY INSPECTOR MAY REOIIIRE INSTALLING ADDITIONAL
EROSON CONTROL MEASURES DURING EARTHWORK OPERATION.
2. OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR
MONITORING EROSION AND SEDIMENT CONTROL MEASURES
PRIOR, DURING, AND AFTER STORM EVENTS.
3. REASONABLE CARE SHALL BE TAKEN WHEN HAULING ANY
EARTH, SAND, GRAVEL, STONE, DEBRIS, PAPER OR ANY OTHER
SUBSTANCE OVER ANY PUBLIC STREET, ALLEY OR THER PUBLIC SIGN ELEVATION
PLACE. SHOULD ANY BLOW, SPILL, OR TRACK OVER AND UPON
SAID PUBLIC OR ADJACENT PRIVATE PROERTY, IMMEDIATE
REMEDY SHALL OCCUR.
4. DURING THE RAINY SEASON, ALL PAYED AREAS SHALL BE
KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE
SHALL BE MAINTAINED 50 AS TO MINIMIZE SEDIMENT LADEN _, ,
RUNOFF TD ANY STORM DRAINAGE SYSTEM, INCLUDING ExISTING
DRAINAGE SWALES AND WATER COURSES,
S. CONTRACTOR SHALL PRONDE DUST CONTROL AS REDUIRED
BY THE APPROPRIATE FEDERAL, STATE AND LOCAL AGENCY.
8. THE FAGLITIES SHOWN ON THIS PUN ARE DESIGNED TO
CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON,
OCTOBER 15 TO APRIL 15. GRADING OPERARONS DURING THE
RAINY SEASON WHICH LEAVE DENUDED SLOPES SHALL BE
PROTECTED WITH EROSION CONTROL MEASURES IMMEDIATELY
FOLLOwNG GRADING ON THE SLOPES.
7. FINISHED SLOPES ON THE SITE SHALL BE STABILIZED USING
SEED AND STRAW OR HYDROSEED TREATMENTS.
I F1 ~ C RD1nWAY ARFAC CHALL IiF PRO ~ ~ ~9wwu~+n.~.aru~awr ~ ~
ERDSI AS 0 ON E ER ON CON L PLA A
BALE Eta DWA IoM
STE R THA PERCENT.
A
r; ~~ T ,~19 '^ O
I'r. <.,.~. ti .. ~ O
4. ~ .. ,. , .. _... ~.,......!, ..e
r" ....ax~ t .. t..ei. t
, I
PLAN
~ FIBER ROLLS
I
j ~`,• ~ ~ e" .• ~
~~~~ •. ~~~~~~ L
A'-~ ~~ ... , , ~ , D
,,. .,..~.;
AINT METHOD
ROPE RESTR
y ~~ )
s.
NOlE
e The temporary equipment washing facllRy sign shall be Installed
gg '"~ ^. ~'L`;:r,tt 1 ;
~ within 20 feet of the temporary concrete
~' ~
! washout faulty.
a ~~~a~ Ayl~ ~p;cr
Wood Stake
Flba Rdl
Eecavated --,
Material
Slope
SECTION
FBER ROLLS
IN FURROWS
W
c
a
i~
PERSPECTIVE
FIBER ROLLS
ROPE RESTRAINT METHOD
Laq screws
Wood poet
OG= elev. 0.0
~,~\
Rock bogs ore
required
Edge of plastic
Ilninq
Top of Cut
Toe of
Drahage ditch
Bai
r,,,.,..~T•
Grading Conform
/ ~i
Toe of elope
FIDer Rdl
Mhlmum 1' overlapped
ie~ giu~e
straps (2 each)
loops (2 each)
ent control
bag
orlon reetrolnt
basin
Drainage ditch
sAetw sltx swa~lcs
A9 CIGMAMA7fb HAY OF
EGN4ftfM IIDCNT
.url~Y Yllta ro AIWI
MNEIIS A: AECESPIAr' -
L rxrtA rAeer
SECTION B-B
AtlrE.• /
srx[lAr rvsc s~Maalcx sAalw sots
ae orr~AAW1PDIfD 1l7AgDs
,tII~, roawtncz~ro
'~
!e ~ nal
1101
d o ~ °~
ob~e ~ O~a
. ~a 8~~ ~
. q~0
B Ao ° B ~rs• Arxi~s+1F ~ ~
•o~ vo 1?' lllk
0
.4 .~
~ o o o oQ o, a o, aM O~P~• c
~j o
v n o
AKIPSIAV RU4iE
JD' ANIf
PLAN
TEMPORARY
GRAVEL CONSTRUCTION
ENTRANCE/EXIT
AKJIES.•
1. Rif £Ml2VVVrvf SIW.L Bf AdIMJTAtlrE'D /N A COIyDIRON I}NT wxL PREVENT
ABtCKdYO OR RONMG Or• SfAtME)YT ONTO Pq&lC RlCM-A~-NHrS 1HRS Y4Y
REWHRE TOW G~E551N& REPAIR M0/OR fYf.INOUT OF ANY AIFASUAES f1SED
>n~~
2 NN£N NfLESSIRY, w7#f2.S SHALL 8f
PRWk4 ro EMRM'CE avTD Pf/8'k'
RICHr-o>-~xr.
3 MHFN MfISIbAG IS R£WIR£D, R SINK Bf
DAME oN AN AREA STABLlI£D IwrH CRUSHED
STA1tE THAT a>irvNS Ixro AN APPROVED
~»~~~~.
Fber rolls
FLOW
-.
Curb a diNe
In Inlet
Roadway
rdle
FLOW
~-_
invent control baq
I ~- Catch basin
SECTION A-A
A
~ ~
~ Fiber rolls
Oroin Inlet wHh
Curb or dike sediment control baq
Roadway
A
PLAN
TEMPORARY DRAINAGE INLET PROTECTION
For paved areas exposed to traffic
~~~
~ M ~ (~Y
F~
s
W
CC
~, IXP, 12-31-09 ~
~~l C! V t~ ~~~
f o~ cAU~
to
z
0
w
0
d
d
a
Q
Q ~ o
m o m
N N N
0
z
~ e
~ ~
o a a i/i ~ i
U~
Z ~~~
Z ~~~
<d~
w ~~~~
~~
z ~
w
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.~
~~~
~~~a
SECTION A-A
25 m Min
PLAN
TEMPORARY EQUIPMENT WASHING FACILITY
(Below Grade)
R(lQ~ ~IA~~F PflCOfl~t\I>, D1/~f~ll IF ('ITY FII F ~In •
~PPI If At\IT• Q1171(`N
2.5'
.. .,,_ Tvo
SECTION
SEDIMENT CONTROL BAG
EXISTING COMMERCUU. BUILDING
f 1..111\ I ~'
iG:Y DOfANICAL NAME COM"ION Here rm. el¢ P7EMNi~e
Thee
n TaH a uloTePi GuK ~ ro GAL BUIII-trulk
n PlerauA ro w/r~ neTeckE a u raPmAlm
LAY-OF-THE-WLF
PU:J1 70
71 IGAL
6 GAl
e3 e M
PHOR7IU'I T.'AMAZRI4 N®' P8W SEALAND A
yl Ve1tlEdATBD TOOIRA 27 ~ Gw4L
e6 M. eI110Et37 YEW PIPE 4 6 GAL
~ D951Ee 61t:O10R APItlCATI tltle - 6 6AL
e, Per'elaocaLLle EVEIAGIaEB+ YEUOID' DAn11Y e I GAL
LAYeNDULA eT0EGP1A6 ePeNroH V D 6
M NeNDNA D. 'COP1PeGTA' PEAVENLT 6er000 adi 6 OAL
101lJPETALUM ~eAmeeelaa' NGlI z a
y~,LOW p1EAPp1E GUAVA 7 E
eG LMONMI PEIIlZII eEA LAY9dDE14 21 I
TlNINaDLIUM NLN. MRl i' TALL
1 TkR G 'LKIMYri' I GAL 74' OL.
b7 VINCA MMOR OU141F PERaIpdG1E •- FLATe
I OAL G" OG
4' OL.
~ 8NlC MULCH IRL1'CL® MULG++ G" OG
Ge PELediG011A11 PELTATUM PNC/RJI!°LE MDC' IY1' IUM -- I GAL 14" OL.
`~.~..~"
REED ASSOCIATES I
LANDSCAPE ARCHITECTURE
477 SOUTH TAAFFE STREET i
SUNNYVALE, CALIFORNIA W098
~oe.~e1 ^otar~oe.~ei-oas:Fac I
wb, .M^.ni.rw f ^nll: p.uerrana
PASADENA AVE. HOMES
10216 PASADENA AVE.
Cupertino, CA
ISSUE QATE
__ 12.10.1M
PRIVACY SCREB~NG
SCRUBS AT 5'-D" O.C.
PRIVACY SCREfPNG -
VEW LNES FROM 2ND STORI'
pRNACY $CREBJNG
51-RUBS AT 5'-0' O.C.
- PRIVACY SCREBrNG
VEW LIPE5 F~20M 1N~ STORY
f L.IY\ I ~ I GAT
L THE CONTRACTOR SHAI1. VERIFY ~ FOR CONVENENCE OrIYL~~ PLA1d
(XIANTIfL-$ $EIOWN IN TFE LEC~D
2 MOTFY TIC LANDSCAPE ARCHTECT N ~T~~ ~ ~ PLANTNG PLAN
pISCREPANGES BETWEEN AC SfiE
3, PLANT t~tOUNDCOVER N SFRUB AREAS AS NOTED, U5E TRIANGULAR SPAGNG.
4. 5ff DETAL AND SPECRCATKNJ SFE~TS FOR ADDITIONAL INFORMATgN
5. T}~E WLL BE NO MATERIALS PL~~~ ALAS ~TTITUTIONS WITHOUT
APPROVAL OF TAE ONTFR OR
6. ALL SLOPES PIANITIS7 WTIH LAWN NOT TO EXCE®A 3~1 SLOPE ALL SLOPES
PIANTH) WITH GROUND COVER NOT TO EXCEED A 21 SLCPE
7. PROVIDE POSRIVE DRANAGE AWAY FROM ALL Bu.DNG5 fn Mw
& N 1HE EVENT OF ANT DISCREPANCIES BE1W~IBE NOTE IMMEDIATt3.Y.~
CONDIT10N5~ THE LANDSCAPE ARCHTTEC IS 0
9. ENTRE SfiE 5 TO BE ROUGH GRADED BY T}E ~G A~D15 TO ~AG~T ~T~ 1~
FOOT OF FNSH GRADE LANDSCAPE CONTRA
LANDSCAPE AREAS.
b. ALL SfTE UTLIiES ARE TO BE PROTECTS DURINGT}E CONTRACTOR SHALL MOTFY
OF CONRICT BETWEEN TFE PLANS AND UTLITES
THE LANDSCAPE ARCHffECT. ANT DAMA~TO~UT~ESAPESCq ACTOR SHALL BE
FEATURES TO REMAN.AND CAUSED B
R~IAC® OR R~Ai~ BY TAE CONTRACTOR AT Nq EXPENSE TO THE OWNER.
1l T4~E WORK N TFESE pRAWNGS AND ~~ACTOR SHALL COORDNA T}ETE WORK
WORK BT OTHEi~S. TFE LANDSCAPE CONlTR
WITH OTI~2 CONTRACTORS.
12 REFER TO CIVL BB'S PLANS FOR OVERALL SITE GRADING AND DRANAGE
13. SOD LAWN SHALL BE DWARF ~__,f1F BLB~D.
14. PRIOR r0 ANY DIGC~,NG OR TRBJ(kWG~ CALL lrr1~G,DOLnD SFRH!CE ALBtT -
Leooaz~zboo
PLANT 3YI~BOL3
- -w -- - - - - r ~
~ ~ ~ Q a ..~ I DILATES PLANT KfY
,Zd 1
1 I DILATES PIANi QUANTITY 800-227.2600
i 1
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PAUL,IAYREED
No.2002
tt ow. vr.,on
~P
,~ ~ 11~
CJd.
OWNERSFIIP AND usE DF Dot:uwEtdTS
N do^Yrg4 Sp^dlledlar and wills tl^w^al NnrMd ~
Rrd A^sIa1M IaYKgy hdih~Wn mend Yell r^neYr
b goprq. ,hq an to a wN ony ^Hh ~ b ar
Proj^d and on nd to a u^k an any oN^r poj^ct
Submiwlon or dWibutlan to m^d dlld^I r^aulotory r
qulnm^rrt^ or Tor purpo^^^ In oann^etlon ^dlh tM
ProNot b riot fo M aor^bwd o prBkoUan In hroldion d
R^k A^^doY~ ladrmW AddUdur^, tamm Y^ mpl+IpM
ar atMr n^Mrv^d naht^.
APD~ DU
Dram DS Aavle^ed pjr
Proj^d Nw pe.64
Sml^ 1 X10 ~^^^ Dad 12.10.09
LANDSCAPE
PLANTING PLAN
L1.0
Shsd Of
PASADENA AVENUE