DRC Summary 08-07-2014 OFFICE OF COMMUNITY DEVELOPMENT
� ,.
CITY HALL
10300 TORRE AVENUE•CUPERTINO, CA 95014-3255
C U P E RT I N 4 (408) 777-3308 • FAX(408)777-3333•planning�cupertino.org
To: Mayor and City Council Members
Planning Commissioners
From: Gary Chao, Assistant Director of Community Development
Date: August 11, 2014
Subj: REPORT OF DESIGN REVIEW COMMITTEE FINAL DECISIONS MADE August
7, 2014
Chapter 19.12.170 of the Cupertino Municipal code provides for
Appeal of decisions made by the Design Review Committee
1. Application
R-2014-23, RM-2014-17, EXC-2014-08, Diony Bugay (Chopra residence), 11204 Mt. Crest
Drive
Description
Two-Story Permit to allow a 1,564 square foot first floor and a 311 square foot second floor
addition to an existing 4,080 square foot, two story single family residence;
Minor Residential Permit to allow two new second story balconies;
Residential Exception to allow a 17', 6" first floor front yard setback where 20' is required
Action
The Design Review Committee approved the application on a 2-0-0 vote. This is effective
August 7, 2014. The fourteen-calendar day appeal will expire on August 21, 2014.
Enclosures:
Design Review Committee Report of August 7, 2014
Resolution No(s). 321, 322 and 323
Plan set
COMMUNITY DEVELOPMENT DEPARTMENT
PLANNING DIVISION
CITY HALL
10300 TORRE AVENUE • CUPERTINO,CA 95014-3255
C U P E RT 1 N O (408)777-3308 • FAX(408)777-3333
DESIGN REVIEW COMMITTEE STAFF REPORT
Agenda Item No. �_ Agenda Date:Au�ust 7, 2014
Application Nos: EXC-2014-08, R-2014-23, and RM-2014-17
Applicant: Diony T. Bugay(Sandeep and Toral Chopra)
Project Location: 11204 Mount Crest Drive(APN 356-26-017)
Application Summary:
1. Rl Exception (EXC-2014-08) to allow a 17-foot, six-inch first floor front yard setback where 20 feet is
required.
2. Two-Story Permit (R-2014-23) to allow a 1,564-square foot first floor and a 311-square foot second
floor addition to an existing 4,080-square foot, two-story single-family residence.
3. Minor Residential Permit (RM-2014-17) to allow two, new second story balconies on the existing
two-story single-family residence.
RECOMMENDATION:
Staff recommends that the Design Review Committee approve the applications per the draft
resolutions.
EXC-2014-08, R-2014-23, 11204 Mount Crest Drive August 7,2014
RM-2014-17 Page 2
PROJECT DATA:
General Plan Designation Low Densit Residential(1-5 DU/Gross Acre)
Zoning Designation R1-20 (Sin le-Famil Residential, 20,000 s uare foot minimum lot size)
Net Lot Size 18,763 s uare feet(.43 acres)
Existing A1lowed/Required Proposed
Lot coverage 3,333 s.f. (18%) 50% of the net lot area 6,574 s.f. (35%)
Floor area ratio 4,080 s.f. (22%) 45% of the net lot area 5,955 s.f. (32%)
Height 23'6" 28' (two stories max.) 23'6"
Second to first floor ratio 2,040 s.f./2,040 s.f. No limit,however 2,351 s.f./3,604 s.f. (65%)
(100%) desi n review if>66%
First floor building Front—41' Front-20' Front—17'6" (exceptior�
setbacks Side-46'; 38' Side- 15' combined requeskec�)
Rear—41' (min. side 5') Side—40'6"; 19'
Rear-20' Rear-29'
Second floor building Front—41' Front- 25' Front-25'
setbacks Side-46';38' Side- 20' both sides Side- 78';52'
Rear—41' (flag lot) Rear-90'
Rear-25'
Second floor balcony Front—75' Front—20' Front—20'
setbacks Side—58';56' Side- 15' Side-31'6"
Rear-35' Rear-20' Rear-64'
Project Consistency with:
General Plan Yes
Zonin Yes, exce t for the setback exce tion re uest
Environmental Review Categorically Exempt per Section 15301, Existing Facilities, and Section
15303, New Construction or Conversion of Small Structures, of CEQA
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EXC-2014-08,R-2014-23, 11204 Mount Crest Drive August 7,2014
RM-2014-17 Page 3
similar to other single-family residential flag lots in the City,but its front lot line is not parallel with the
street as compared to other flag lots. The project site also has moderately steep natural hillside
topography where the neighboring property to the southwest (11206 Mount Crest Drive) is
approximately 20 feet higher in elevation than the project site. The only flat portions onsite are the
driveway, patio/deck, and building pad areas.
DISCUSSION:
Application Requests
The applicant, Diony T. Bugay, representing the property owners, Sandeep and Toral Chopra, is
proposing to construct a 1,564-square foot first floor and 311-square foot second floor addition to an
existing 4,080-square foot, two-story single-family residence with two, new second floor balconies on
the front side of the residence. The project also entails a complete remodel of the interior of the existing
residence and a new 160-square foot covered porch and 1,345-square foot covered deck on the first
floor.
The project requires an R1 Exception for the portion of the first floor addition proposed to have a 17-
foot, six-inch front yard setback. The project also requires a Two-Story Permit for the second floor
addition and a Minor Residential Permit for the new second floor balconies. Typically, the Director of
Community Development approves Two-Story Permit and Minor Residential Permit projects without a
public hearing. The Design Review Committee is reviewing all applications concurrently since an R1
Exception is requested.
Project Design
The proposed additions and
second floor balconies are
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setbacks are at least 15 feet to
the side property lines, and the Perspective rendering
second to first floor ratio is less than 66 percent.
Front Yard Setback Exception
The project is located in the R1-20 zone, which requires a 20-foot first floor front yard setback [Section
19.28.070 (E)(1)(a) of the R1 Ordinance]. The intent of this requirement is to ensure harmonious
building alignment of homes along the street, maintain separation/privacy between residential
properties, accommodate adequate parking onsite, and minimize the visual impact of front-entering (or
front-loading) garages from the street. Section 19.28.070 (E)(1)(b) of the R1 Ordinance allows a 15-foot
front yard setback for side-loading garages. Side-loading garages are allowed a reduced setback since
EXC-2014-08,R-2014-23, 11204 Mount Crest Drive August 7,2014
RM-2014-17 Page 4
the driveway design allows sufficient space for vehicles to park entirely onsite, and the side-facing
orientation reduces the visibility of the garage door from the street. The project site is a flag lot, and the
existing home is located approximately 180 feet from Mount Crest Drive. In accordance with the City's
Zoning Code, the west lot line behind 11206 Mount Crest Drive is considered the front lot line for the
purposes of ineasuring the front yard setback since that is the lot line most parallel to and nearest the
street.
The applicant is requesting a first floor front yard setback of 17 feet, six inches in order to accommodate
a new two-car garage on the west side of the home (See Attachment 1 for the applicant's justification
letter). Approximately 15 square feet of the 488-square foot garage encroaches up to two feet, six inches
into the required front yard setback. The rest of the proposed additions are set back the required
distances.
The project site is unique as compared to other flag lots in that the front lot line slants at an
approximate 40-degree angle into the main buildable area of the property. As shown on the plans, the
orientation of the existing residence is not parallel with the front lot line. The existing residence is less
than 38 feet from the front lot line as measured from the nearest point. Therefore, a standard garage
(20' x 20') could not be accommodated parallel to the front lot line without encroaching into the
required 20-foot setback requirement.
As noted above, the Zoning Code allows a reduced front yard setback for side-loading garages. While
access to the proposed garage would be from the front, the garage would visually function as a side-
loading garage in that the garage door would not be visible from the street or the adjacent neighbor to
the front, and there would be sufficient space to park vehicles onsite. Also, given the home is on a flag
lot and located more than 150 feet from the street, the garage door would not be visible from the public
right-of-way and the reduced setback would not create any building alignment issues along the street.
'The proposed garage would be located behind the property to the southwest (11206 Mount Crest
Drive), which is approximately 20 feet in elevation above the project site and is screened from the
project site by several existing mature trees. While the proposed addition would encroach into the
required front yard setback, the intent of the setback requirement is addressed since visual separation
and privacy would still be afforded to the neighboring property given the significant grade difference
and existing mature trees.
Staff supports the exception request because of the unique shape of the flag lot and
configuration/location of the existing residence. The proposed garage would not be visible from the
street and would not infringe on the privacy of the neighboring property.
Privac�Protection
Five, single-family residential properties would be affected by views from new/expanded second floor
windows and balconies. To mitigate potential impacts and the visual mass and bulk of new two-story
homes and additions, the R1 Ordinance requires trees and/ar shrubs to be planted in an area bounded
by a thirty-degree angle on each side of a second story window and balcony. Given there are many
existing mature trees on the property, the City's Consulting Arborist visited the site to confirm whether
EXC-2014-08, R-2014-23, 11204 Mount Crest Drive August 7,2014
RM-2014-17 Page 5
they provide adequate screening (See Attachment 2 for the report). The arborist found that the existing
trees within the view cone areas range from dense to sparse, providing only a partial screen.
Subsequently, the arborist recommends several additional screening trees to be planted in order to
address the privacy screening requirements of the R1 Ordinance. The applicant's privacy planting plan
fully implements the arboris�s recommendations, and an ISA-certified arborist will be required to verify
that the new trees have been planted properly and according to the approved plan prior to final
occupancy.
Geologic/Geotechnical Review
The project site is located in a Fault Rupture Geologic Hazard Zone as identified in the General Plan.
The City's Geologic Consultant has peer-reviewed the geologic and geotechnical reports prepared by
the applicant's consultants, and concluded that the project is feasible and has no objections to the
proposed additions based on the manner of construction proposed by the applicant's consultants (See
Attachment 3 for the peer review letter).
The City's Geologic Consultant recommends that the applicant's consultant recommendations be
incorparated into the construction plans. Additionally, the applicant's consultant shall review and
approve all geotechnical aspects of the project construction to ensure that the recommendations have
been properly incorporated. The City Geologic Consultant's recommendations are incorporated as
conditions of approval in the draft resolutions.
Approval Findings
Staff recommends that the Design Review Committee approve the project based on the following R1
Exception, Two-Story Permit, and Minor Residential Permit findings (Section 19.28.140 E, B and A,
respectively):
R1 Exce�tion:
The literal enforcement of the R1 Ordinance will result in restrictions inconsistent with the spirit and
intent of this chapter.
The project is consistent with the intent of the R1 Ordinance in that it minimizes visual impacts to
adjacent residential properties and is compatible with other homes in the neighborhood. T'he intent of
the front yard setback requirement is addressed as the proposed garage would visually function as a
side-loading garage which is allowed to be set back 15 feet from the front lot line. Also, the garage and
garage door would not be visible from the street, required parking would be accommodated onsite, and
visual separation and privacy would still be afforded to the neighboring property given the significant
grade difference and existing mature trees.
The proposed development will not be injurious to property or improvements in the area, nor be
detrimental to the public safety, health, and welfare.
The project would not be detrimental or injurious to property or improvements in the vicinity, and
would not be detrimental to the public health, safety, or welfare because the project is consistent with
the intent of the R1 Ordinance, has been designed with respect to the site's geologic conditions and
EXC-2014-08,R-2014-23, 11204 Mount Crest Drive August 7,2014
RM-2014-17 Page 6
topography, provides plantings to minimize privacy impacts, and has been situated to minimize
disturbance to existing hillside areas.
The exception to be granted is one that will require the least modification of the prescribed design
regulations and the minimum variance that will accomplish the purpose.
Due to the orientation of the front lot line and the location of the existing residence, the strict application
of the prescribed front yard setback requirement would preclude a standard garage to be constructed
where the driveway is currently located. The setback exception request is only for 15 square feet of the
proposed 488-square foot garage. The remainder of the proposed additions are set back in accordance
with the required distances. The intent of the ordinance is met since the exception would still allow
visual separation and privacy for neighboring properties and would not create any building alignment
issues along the street since the garage would not be visible from the public right-of-way. Also, the
proposed garage visually functions as a side-loading garage which is allowed to be 15-feet from the
front lot line.
The proposed exception will not result in significant visual impact as viewed from abutting properties.
The granting of a front yard setback exception is not anticipated to create adverse visual impacts since it
is only for a 15-square foot portion of the garage, while the rest of the proposed additions are set back at
the distances required by the Zoning Code. The project will include privacy plantings in order to screen
potential views from the proposed second floor windows and balconies.
Two-Stor�Permit and Minor Residential Permit:
The project is consistent with the Cupertino General Plan, any applicable specific plans, zoning
ordinance and the purposes of this title.
The project is consistent with the General Plan and zoning ordinance, except far the R1 Exception
requested. The project is not located in a specific plan area. As noted above, strict application of the R1
front yard setback requirement would preclude a standard garage to be constructed where the driveway
is currently located due to the orientation of the front lot line and the location of the existing residence.
The granting of the permit will not result in a condition that is detrimental or injurious to property or
improvements in the vicinity, and will not be detrimental to the public health, safety or welfare.
See the same R1 Exception finding above.
The project is harmonious in scale and design with the general neighborhood.
The proposed project is harmonious in scale and design with the general neighborhood. The project's
building form, height, roof pitches, materials, and setbacks are consistent with the predominant
neighborhood pattern of homes in the neighborhood.
Adverse visual impacts on adjoining properties have been reasonably mitigated.
The project design is consistent with the City's Single-Family Residential Design Guidelines, which are
intended to minimize adverse visual impacts to neighboring properties. Potential privacy impacts are
addressed by providing a combination of new privacy plantings and protecting existing mature trees.
Both the new and existing trees used for privacy screening will be required to be recorded on the
property, unless waived by the affected neighboring property owners.
EXC-2014-08,R-2014-23, 11204 Mount Crest Drive August 7,2014
RM-2014-17 Page 7
Outreach/Noticing
The following table is a brief summary of the noticing done for this project:
Notice of Public Hearin Site Notice&Le al Ad Agenda
• Site Signage • Posted on the City's official notice
(14 days prior to the hearing) bulletin board (one week prior to the
• 11 notices mailed to property owners hearing)
adjacent to the project site (10 days prior to • Posted on the City of Cupertino's Web
the hearing) site (one week prior to the hearing)
The City sent out notices to adjacent property owners. No comments were received at the time of staff
report production.
PERMIT STREAMLINING ACT
This project is subject to the Permit Streamlining Act (Government Code Section 65920 — 65964). The
City has complied with the deadlines found in the Permit Streamlining Act.
Project Received:June 10, 2014
Deemed Incomplete:July 1, 2014
Deemed Complete:July 30, 2014
The City has 60 days (until September 30, 2014) to make a decision on the project since this project is
Categorically Exempt from CEQA. The Design Review Committee's decision on this project is final
unless appealed to the City Council within 14 calendar days of the decision.
CONCLUSION
Staff recommends approval of the project since the project and conditions of approval address all
concerns related to the proposed project and all of the findings for approval of the proposed project,
consistent with Chapter 19.28 of the Cupertino Municipal Code, may be made.
Prepared by: George Schroeder, Associate Planner
Reviewed by: Rebecca Tolentino, Senior Planner ,�
Approved by: Gary Chao, Assistant Director of Community Development��������
G' `
Attachments
Draft Resolutions
Attachment l: Applicant's justification letter
Attachment 2: City's consulting arborist report
Attachment 3: Geologic and geotechnical peer review letter
Plan Set
R-2014-23
CITY OF CUPERTINO
10300 Torre Avenue
Cupertino, California 95014
RESOLUTION NO. 321
OF THE DESIGN REVIEW COMMITTEE OF THE CITY OF CUPERTINO APPROVING A TWO-STORY
PERMIT TO ALLOW A 1,564 SQUARE FOOT FIRST FLOOR AND A 311 SQUARE FOOT SECOND
STORY ADDITION TO EXISTING 4,080 SQUARE FOOT TWO-STORY SINGLE-FAMILY RESIDENCE
LOCATED AT 11204 MT. CREST DRIVE (APN 356-26-017)
SECTION I: PROTECT DESCRIPTION
Application No.: R-2014-23
Applicant: Diony T. Bugay(Sandeep and Toral Chopra)
Location: 11204 Mt. Crest Drive(APN 356-26-017)
SECTION II: FINDINGS FOR A TWO-STORY PERMIT:
WHEREAS, the Design Review Committee of the City of Cupertino received an application for a Two-
Story Permit as described in Section I. of this Resolution; and
WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the
City of Cupertino, and the Design Review Committee has held at least one public hearing in regard to the
application; and
WHEREAS, the applicant has met the burden of proof required to support said application; and
WHEREAS, the Design Review Committee finds as follows with regard to this application:
a. The project is consistent with the Cupertino General Plan, any applicable specific plans, zoning
ordinance and the purposes of this title.
The project is consistent with the General Plan and zoning ordinance, except for the R1 Exception requested. The
project is not located in a specific plan area. As noted above, strict application of the R1 front yard setback
requirement would preclude a standard garage to be constructed where the driveway is currently located due to the
orientation of the front lot line and the location of the existing residence.
b. The granting of the permit will not result in a condition that is detrimental or injurious to property or
improvements in the vicinity, and will not be detrimental to the public health, safety or welfare.
The project will not be detrimental or injurious to property or improvements in the vicinity, and will not be
detrimental to the public health, safety, or welfare because the project is consistent with the intent of the R1
Ordinance, has been designed with respect to the site's geologic conditions and topography, provides plantings to
minimize privacy impacts, and has been situated to minimize disturbance to existing hillside areas.
c. The proposed project is harmonious in scale and design with the general neighborhood.
The proposed project is harmonious in scale and design with the general neighborhood. The project's building
form, height, roof pitches, materials, and setbacks are consistent with the predominant neighborhood pattern of
homes in the neighborhood.
Resolution No.321 R-2014-23 August 7,2014
Page-2-
d. Adverse visual impacts on adjoining properties have been reasonably mitigated.
The project design is consistent with the City's Single-Family Residential Design Guidelines, which are intended
to minimize adverse visual impacts to neighboring properties. Potential privacy impacts are addressed by
providing a combination of new privacy plantings and protecting existing mature trees. Both the new and existfng
trees used for privacy screening will be required to be recorded on the property, unless waived by the affected
neighboring property owners.
NOW, THEREFORE, BE IT RESOLVED:
That after careful consideration of maps, facts, e�chibits, testimony and other evidence submitted in this
matter, subject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof, the
application for a Two-Story Permit Application no. R-2014-23, is hereby approved; 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. R-2014-23 as set forth in the Minutes of
Design Review Committee Meeting of August 7, 2014, and are incorporated by reference as though fully
set forth herein.
SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT.
1. APPROVED EXHIBITS
Approval is based on the plan set received on July 11, 2014 entitled, "Remodel and Addition for
Sandeep & Toral Chopra, 11204 Mt. Crest Drive, Cupertino, California," drawn by architect Diony T.
Bugay and LC Engineering, consisting of 20 sheets labeled A-1, A-2, 1, 2, 3, 4, 5, 6, C-7, A-3, A-4, A-5, A-
6, A-7, A-8, A-9, A-10, A-11, A-12, and A-13; except as may be amended by conditions in this resolution.
2. ACCURACY OF PROLECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but not
limited to property boundary locations, building setbacks, property size, building square footage, any
relevant easements and/or construction records. Any misrepresentation of any property data may
invalidate this approval and may require additional review.
3. DEVELOPMENT APPROVAL
A Two-Story Permit is granted to allow the construction of a 1,564 square foot first floor and a 311
square foot second story addition to an existing 4,080 square foot two-story single-family residence.
4. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file nos. EXC-2014-08 and RM-2014-17 shall be applicable to
this approval.
5. CONSTRUCTION MANAGEMENT PLAN
Per Design Review Committee direction, �rior to issuance of building permits, the applicant shall
prepare a construction management plan to the satisfaction of the Director of Community
Development, including,but not limited to:
a. Plan for compliance with conditions of approval
b. Construction staging area
c. Construction schedule and hours (allowable construction hours are Monday through Friday, 7 a.m.
to 8 p.m. and Saturday and Sunday, 9 a.m. to 6 p.m, with no construction allowed on holidays).
Resolution No.321 R-2014-23 August 7,2014
Page-3-
d. References to the City's Community Noise Control Ordinance (Chapter 10.48) requirements for
construction and grading noise
e. Contractor parking area
f. Tree preservation/protection plan
g. Site dust,noise and storm water run-off management plan
h. Emergency/complaint and construction site manager contacts
6. GEOTECHNICAL REVIEW
The project shall incorporate all recommendations set forth in the project geologic and geotechnical
consultant's reports. In addition, the project shall incorporate all the following conditions set forth in
the geotechnical peer review conducted by Cotton, Shires and Associates, Inc. dated Apri125, 2014:
a. Structural Plans. Prior to buildin� vermit issuance, structural plans shall be generated that
incorporate the foundation recommendations of the geologic and geotechnical consultants.
b. Geotechnical Plan Review. Prior to building �ermit issuance, the applicant's geotechnical
consultant shall review and approve all geotechnical aspects of the development plans (i.e. site
preparation and grading, site drainage improvements and design parameters for foundations, and
retaining walls) to ensure that their recommendations have been properly incorporated.
c. Geotechnical Field Inspections. The geotechnical consultant shall inspect, test (as needed), and
approve all geotechnical aspects of the project construction. The inspections shall include, but not
necessarily be limited to: site preparation and grading, site surface and subsurface drainage
improvements and excavations for foundations and retaining walls prior to the placement of steel
and concrete. The following shall specifically be performed:
a. T'he Project Engineering Geologic Consultatnt shall inspect all foundation excavations,
including pierholes, to assure that the subsurface conditions are as anticipated, and that
poers are embedded sufficiently into competent earth materials.
The results of these inspections and the as-built conditions of the project shall be described by the
geotechnical consultant in a letter and submitted to the City Engineer for review prior to final
occu�anc�.
7. PRIVACY PLANTING
The final privacy-planting plan shall be reviewed and approved by the Planning Division ri� or to
issuance of buildin��ermits. The variety, size, planting distance shall be consistent with the City's
requirements.
8. PRIVACY PROTECTION COVENANT
The property owner shall record a covenant on this property to inform future property owners of the
privacy protection measures and tree pro tection requirements consistent with the R-1 Ordinance, for all
windows with views into neighboring yards and a sill height that is 5 feet or less from the second story
finished floor. The precise language will be subject to approval by the Director of Community
Development. Proof of recordation must be submitted to the Community Development Department
prior to final occu�anc�of the residence.
9. LANDSCAPE PROTECT SUBMITTAL:
Prior to issuance of building permits, the applicant shall submit a full landscape project submittal per
sections 14.15.040 A, B, C, and D of the Landscaping Ordinance only if more than 2,500 square feet of
Resolution No.321 R-2014-23 August 7,2014
Page-4-
landscaping area is proposed. The Water-Efficient Design Checklist (Appendix A of Chapter 14.15),
Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and
approved to the satisfaction of the Director of Community Development �rior to issuance of buildin�
�ermrts•
10. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard to the
proposed project for additional conditions and requirements. Any misrepresentation of any submitted
data may invalidate an approval by the Community Development Department.
11. INDEMNIFICATION
To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City
Council, its officers, employees and agents (the "indemnified parties") from and against any claim,
action, or proceeding brought by a third party against the indemnified parties and the applicant to
attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project,
including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in
defense of the litigation. The City may, in its sole discretion, elect to defend any such action with
attorneys of its choice.
12. 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.
PASSED AND ADOPTED this 7th day of August, 2014, at a regular Meeting of the Design Review
Committee of the City of Cupertino, State of California,by the following roll call vote:
AYES: COMMISSIONERS: Chair Lee, Commissioner Takahashi
NOES: COMMISSIONERS:none
ABSTAIN: COMMISSIONERS:none
ABSENT: COMMISSIONERS: none
ATTEST: APPROVED:
/s/Gary Chao /s/Winnie Lee
Gary Chao Winnie Lee, Chair
Asst. Director of Community Development Design Review Committee
RM-2014-17
CITY OF CUPERTINO
10300 Torre Avenue
Cupertino, California 95014
RESOLUTION NO. 322
OF THE DESIGN REVIEW COMMITTEE OF THE CITY OF CUPERTINO APPROVING A
MINOR RESIDENTIAL PERMIT TO ALLOW TWO NEW SECOND-STORY DECKS ON AN
EXISTING TWO-STORY SINGLE-FAMILY RESIDENCE AT 11204 MT. CREST DRIVE
SECTION I: PROJECT DESCRIPTION
Application No.: RM-2014-17
Applicant: Diony T. Bugay (Sandeep and Toral Chopra)
Location: 11204 Mt. Crest Drive (APN 356-26-017)
SECTION II: FINDINGS FOR A MINOR RESIDENTIAL PERMIT:
WHEREAS, the Design Review Committee of the City of Cupertino received an application for a Minor
Residential Permit as described in Section I. of this Resolution; and
WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the
City of Cupertino, and the Design Review Committee has held at least one public hearing in regard to the
application; and
WHEREAS, the applicant has met the burden of proof required to support said application; and
WHEREAS, the Design Review Committee finds as follows with regard to this application:
a. The project is consistent with the Cupertino General Plan, any applicable specific plans, zoning
ordinance and the purposes of this title.
The project is consistent with the General Plan and zoning ordinance, except for the R1 Exception requested. The
project is not located in a specific plan area. Strict application of the R1 front yard setback requirement would
preclude a standard garage to be constructed where the driveway is currently located due to the orientation of the
front lot line and the location of the existing residence.
b. The granting of the permit will not result in a condition that is detrimental or injurious to property or
improvements in the vicinity, and will not be detrimental to the public health, safety or welfare.
The project will not be detrimental or injurious to property or improvements in the vicinity, and will not be
detrimental to the public health, safety, or welfare because the project is consistent with the intent of the R1
Ordinance, has been designed with respect to the site's geologic conditfons and topography, provfdes plantings to
minimize privacy impacts, and has been situated to minimize disturbance to existing hillside areas.
c. T'he proposed project is harmonious in scale and design with the general neighborhood.
The proposed project is harmonious in scale and design with the general neighborhood. The project's building
form, height, roof pitches, materials, and setbacks are consistent with the predominant neighborhood pattern of
homes in the neighborhood.
Resolution No.322 RM-2014-17 August 7,2014
Page-2-
d. Adverse visual impacts on adjoining properties have been reasonably mitigated.
The project design is consistent with the City's Single-Family Residential Design Guidelines, which are intended
to minimize adverse visual impacts to neighboring properties. Potential privacy impacts are addressed by
providing a combination of new privacy plantings and protecting existing mature trees. Both the new and existing
trees used for privacy screening will be required to be recorded on the property, unless waived by the affected
neighboring property owners.
NOW, THEREFORE, BE IT RESOLVED:
That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this
matter, subject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof, the
application for a Minor Residential Permit Application no. RM-2014-17, is hereby approved; 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. RM-2014-17 as set forth in the Minutes
of Design Review Committee Meeting of August 7, 2014, and are incorporated by reference as though fully
set forth herein.
SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT.
1. APPROVED EXHIBITS
Approval is based on the plan set received on July 11, 2014 entitled, "Remodel and Addition for
Sandeep & Toral Chopra, 11204 Mt. Crest Drive, Cupertino, California," drawn by architect Diony T.
Bugay and LC Engineering, consisting of 20 sheets labeled A-1, A-2, 1, 2, 3, 4, 5, 6, C-7, A-3, A-4, A-5, A-
6, A-7, A-8, A-9, A-10, A-11, A-12, and A-13; except as may be amended by conditions in this resolution.
2. ACCURACY OF PROJECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but not
limited to property boundary locations, building setbacks, property size, building square footage, any
relevant easements and/or construction records. Any misrepresentation of any property data may
invalidate this approval and may require additional review.
3. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file nos. EXC-2014-08 and R-2014-23 shall be applicable to this
approval.
4. PRIVACY PLANTING
The final privacy-planting plan shall be reviewed and approved by the Planning Division prior to
issuance of building permits. The variety, size, planting distance shall be consistent with the City's
requirements.
5. PRIVACY PROTECTION COVENANT
The property owner shall recard a covenant on this property to inform future property owners of the
privacy protection measures and tree protection requirements consistent with the R-1 Ordinance, for all
new second floor balconies with views into neighboring yards. The precise language will be subject to
approval by the Director of Community Development. Proof of recordation must be submitted to the
Community Development Department prior to final occupancy of the residence.
Resolution No.322 RM-2014-17 August 7,2014
Page-3-
6. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard to the
proposed project for additional conditions and requirements. Any misrepresentation of any submitted
data may invalidate an approval by the Community Development Department.
7. INDEMNIFICATION
To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City
Council, its officers, employees and agents (the "indemnified parties") from and against any claim,
action, or proceeding brought by a third party against the indemnified parties and the applicant to
attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project,
including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in
defense of the litigation. The City may, in its sole discretion, elect to defend any such action with
attorneys of its choice.
8. 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.
PASSED AND ADOPTED this 7th day of August, 2014, at a regular Meeting of the Design Review
Committee of the City of Cupertino, State of Califomia,by the following roll call vote:
AYES: COMMISSIONEILS: Chair Lee, Commissioner Takahashi
NOES: COMMISSIONERS: none
ABSTAIN: COMMISSIONERS: none
ABSENT: COMMISSIONERS: none
ATTEST: APPROVED:
/s/Gar�Chao /s/Winnie Lee
Gary Chao Winnie Lee, Chair
Asst. Director of Community Development Design Review Committee
EXC-2014-08
CITY OF CUPERTINO
10300 Torre Avenue
Cupertino, California 95014
RESOLUTION NO. 323
OF THE DESIGN REVIEW COMMITTEE OF THE CITY OF CUPERTINO APPROVING AN Rl
EXCEPTION TO ALLOW A 17-FOOT-6-INCH FIRST FLOOR FRONT YARD SETBACK WHERE A
20-FOOT SETBACK IS REQUIRED LOCATED AT 11204 MT. CREST DRIVE (APN 356-26-017)
SECTION I: PROJECT DESCRIPTION
Application No.: EXC-2014-08
Applicant: Diony T. Bugay (Sandeep and Toral Chopra)
Location: 11204 Mt. Crest Drive (APN 356-26-017)
SECTION II: FINDINGS FOR AN R-1 EXCEPTION:
WHEREAS, the Design Review Committee of the City of Cupertino received an application for an R1
Exception as described in Section I. of this Resolution; and
WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the
City of Cupertino, and the Design Review Committee has held at least one public hearing in regard to the
application; and �
WHEREAS, the applicant has met the burden of proof required to support said application; and
WHEREAS, the Design Review Committee finds as follows with regard to this application:
a. That the literal enforcement of the chapter will result in restrictions inconsistent with the spirit and
intent of the chapter.
The project is consistent with the intent of the R1 Ordinance in that it minimizes visual impacts to adjacent
residential properties and is compatible with other homes in the neighborhood. The intent of the front yard setback
requirement is addressed as the proposed garage would visually function as a side-loading garage which is allowed
to be set back 15 feet from the front lot line. Also, the garage and garage door would not be visible from the street,
required parking would be accommodated onsite, and visual separation and privacy would still be afforded to the
neighboring property given the significant grade difference and existing mature trees.
b. That the granting of an exception will not be injurious to property or improvements in the area, nor
result in a condition which is materially detrimental to the public health, safety, and welfare.
The project will not be detrimental or injurious to property or improvements in the vicinity, and will not be
detrimental to the public health, safety, or welfare because the project is consistent with the intent of the R1
Ordinance, has been designed with respect to the site's geologic conditions and topography, provides plantings to
minimize privacy impacts, and has been situated to minimize disturbance to existing hillside areas.
c. That the exception to be granted is one that will require the least modification of the prescribed design
regulations and the minimum variance that will accomplish the purpose.
Due to the orientation of the front lot line and the location of the existing residence, the strict application of the
prescribed front yard setback requirement would preclude a standard garage to be constructed where the driveway
Resolution No.323 EXC-2014-08 August 7,2014
Page-2-
is currently located. The setback exception request is only for 15 square feet of the proposed 488-square foot garage.
The remainder of the proposed additions are set back in accordance with the required distances. The intent of the
ordinance is met since the exception would still allow visual separation and privacy for neighboring properties and
would not create any building alignment issues along the street since the garage would not be visible from the
public right-of-way. Also, the proposed garage visually functions as a side-loading garage which is allowed to be
15 feet from the front lot line.
d. The proposed exception will not result in significant visual impact as viewed from abutting properties.
The granting of a front yard setback exception is not anticipated to create adverse visual impacts since it is only for
a 15-square foot portion of the garage, while the rest of the proposed additions are set back at the distances required
by the Zoning Code. The project will include privacy plantings in order to screen potential views from the proposed
second floor windows and balconies.
NOW, THEREFORE, BE IT RESOLVED:
That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this
matter, subject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof, the
application for an R1 Exception, Application no. EXC-2014-08, is hereby approved; 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. EXC-2014-08 as set forth in the Minutes
of Design Review Committee Meeting of August 7, 2014, and are incorporated by reference as though fully
set forth herein.
SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT.
1. APPROVED EXHIBITS
Approval is based on the plan set received on July 11, 2014 entitled, "Remodel and Addition for
Sandeep & Toral Chopra, 11204 Mt. Crest Drive, Cupertino, California," drawn by architect Diony T.
Bugay and LC Engineering, consisting of 20 sheets labeled A-1, A-2, 1, 2, 3, 4, 5, 6, C-7, A-3, A-4, A-5, A-
6, A-7, A-8, A-9, A-10, A-11, A-12, and A-13; except as may be amended by conditions in this resolution.
2. ACCURACY OF PROZECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but not
limited to property boundary locations, building setbacks, property size, building square footage, any
relevant easements and/or construction records. Any misrepresentation of any property data may
invalidate this approval and may require additional review.
3. EXCEPTION APPROVAL
A R1 Exception is granted to allow a front yard setback of 17 feet, six inches. The west lot line behind
11206 Mount Crest Drive is considered the front lot line for the purposes of ineasuring the front yard
setback since that is the lot line most parallel to and nearest Mount Crest Drive. The new two-car
garage is the only structure that may encroach two feet, six inches into the required 20-foot front
setback.
4. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file nos. R-2014-23 and RM-2014-17 shall be applicable to this
approval.
Resolution No.323 EXC-2014-08 August 7,2014
Page-3-
5. GARAGE DIMENSION
The minimum interior garage clearance shall be 20 feet by 20 feet (measured from interior walls) and
shall be unobstructed between six inches from finished floor up to six feet from finished floor.
6. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard to the
proposed project for additional conditions and requirements. Any misrepresentation of any submitted
data may invalidate an approval by the Community Development Department.
7. INDEMNIFICATION
To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City
Council, its officers, employees and agents (the "indemnified parties") from and against any claim,
action, or proceeding brought by a third party against the indemnified parties and the applicant to
attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project,
including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in
defense of the litigation. The City may, in its sole discretion, elect to defend any such action with
attorneys of its choice.
8. 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.
PASSED AND ADOPTED this 7th day of August, 2014, at a regular Meeting of the Design Review
Committee of the City of Cupertino, State of California,by the following roll call vote:
AYES: COMMISSIONERS: Chair Lee, Commissioner Takahashi
NOES: COMMISSIONERS:none
ABSTAIN: COMMISSIONERS:none
ABSENT: COMMISSIONERS:none
ATTEST: APPROVED:
/s/Gar�Chao /s/Winnie Lee
Gary Chao Winnie Lee, Chair
Asst. Director of Community Development Design Review Committee
�iRSr P�ooR• ,�e�a�►+�r�
FIRST FLOOR AREA TABULATION
PRO.�GT TEM4:
ARGF11T5GT:
DK7NY T.HUbAY.IJA.
400 R01'ALP PARK DRNE
SP�N.XX�E.GA°!�136
TEL:l408)�2A-0683
P/VC:f408/226-9710
uuw.actuqey.can
9TI�UGIU1'�AL DCJI6N:
PNILNE Sd�LARpS.P.E.
AWHNGED RdIDBiTW_BtibIN�i2M6
163�'�NTA GLMLh 9T.�7
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51N/.JO''�,G4 8724
(ao3J 55v-6400
GIVIL GN6N�F:
L.G.2h16WffR�l6
1�11 OAKLdND RDAD
5/W JfX�E�GA 9!�177
PNONE(408)806-?18'i
FAX (40D)589-4006
6EOL�0615T:
UfM'6COTEGHNOLOGY
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gEGON�7 FLOOIt: ARC�►DI��CsRAM
5f+GOND FLOOR AR�A TABUL,+4TION �
AIiEA ARFA ITl SGt.FT.
M E�'3T1NG 3BGOND FLOOft �040.00
N NB"�5t1NRppP4 3it.
TOTIJ..I�REA 2,951.00
AI2EA IN 5Q.F1'.
FIRST FLOOR 3.�4��
SEGOND fLOOR 2,351.44
TOT�4L �R� 5,955.00
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a.P.N -:3��+++.i�j6; �
lOT SIZE "!i!�1R9�SQ.FT.(NET AREA)
20NE �:RS-20
exisTin�:
FIRST FLOOR:
LIVING AREA:_ 1,371 SQ.FT.
ATTACHED GARAGE 669 SQ.FT.
SECOND FLOOR:
LIVING ARFA:_,. Z���'�'
DECK 674 SQ.FT.
OTMERS:
(FIRST FLOOR DECN__105 SQ.FC.)
(SECOND FLOOR OECK_674 SQ•Ff•)
EMO �`���`---��----..
��r{ppR: (ItITERIOR WALtS)�2,040 54.FT.
{
SECOPID ilOal:(IPITERIOR WALL5)_2,�SQ.FT.
(STAIRS/BAICONV)_ 424 54 FT�
ADDITI�N:
FIRST FLOOR:__. 15�+4 SQ.FT
UVING AREA__ 1.076 SQ,FT.
NEW 2-CAR GARA��E 188 SQ.FT.
SECONO FlOat:
NEW SUNROOM. 311 SQ.FT.
on+�es:
(FINST FLOQR FRONT PORCH 1���T•)
(F1RST fIOOR COVEREO OECK 1,345 SQ.FT.)
�COVERED DECK A80YE ADDI f10N^1,9a�.F Ti
(ROOF EAVES:
TOTAL UVING AREA: 5,156.75 SQ.fT.
FIRST FLOOR: 3,116.75 SQ.FT•
SECOND FLOOR: 2,040 SQ•�•
TOTAL BUILDING AREA: 5,955 Sq.FT.
LOT COVERAGE: 6,573.75 54.FT. = 29%'6
FLOOR AREA RATin: =.262
2nd FLOOR TO ist FLOOR RATIO: 2,351 =65%o
3,604
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JUL 11 2014
BY:
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Z. CONVERT EXISTING 2-CAR GARAGE INTO IIVING SPACE
3. ADD NEW 2-CAR GARAGE,LIVING ROOM,MEDIA ROOM
MEDITATION ROOM,COVERED DECK AND GUFST SUITE
4. REPLACE ALL SINGLE GLAZED WINDOWS,DOORS,FLOONING
AND ROOFING MATERIAL
5.ALL NEW ELECTRICAI,MECHANICAL,AND PLUMBING SYSTEMS
6.INSTALL fIRE SPRiNKLER SYSTEM AND ItESIDENTIAL ELEVATOR
7.NEW DECK ABOVE AODITION(GARAGE,MEDIA ROOM&GUES`f ROOM)
8.ALl NEW STUCCO WALL FINISH
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ari�eeuoe aad eivlcabiltty by�I)iep{d$rpeotor�t t6e tlws of video impeodoa.
DbOdol b Provfde Bm7diM�+R wNh wNlbr�opon�m�tlun
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ssam w.eer�a.�•�roorae.iar,ot��ma�l xaA�Oe muoee w�r«co�ae.a s�on►
my[a(dml�l HVAC equipmeat ohaU mrt be d�ch�tsed 10 the u�ty eewur.
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A-t P/VtGEL M.�r;VIUNITY MAP;51TE DATA;
9C.OP�OF WORK:SM�T MDEX:
PERSPEGTNE:FLOOR AREA DIA6RAM5
A-� SiTE PLAN
Ut TITLE 5HF�i'
fr� DEMOLIT�OhI PLAN
G-9 bRADMb i DRAINK�C QLAN
C�4 ER0510N GONTROL PLAN
G-3 EROSId1 GONTROL L7ETAIL5
G-b GONSTRUGTION BEST MANAbEMENT PR,4GTIGES
G'f BQ1`1DARY AND TOPOGRApNIG.`�l/RVEY
A3 VIEri GOME9(SiTE PLAN)
A-4 EXISTMb FIR5T FLOOR PLAN
/�-3 EXISTtNG SfiGOND FLOOIt PLAN
A-6 FIRST RLOOR D@�iOLl710F1 PLAN
A-"1 SK.OND FLOOI�O�T^OLtT10N P�.IiN
A-8 F�ST RLOCJR PLAN
A-9 SEGOND FLOOR PLAN;MISG.NOTFS
A-10 ELEV,IT1�
A-11 EL�VATIOFI.+
A-t� �X15TM6 ROOP PLHI'!:NEYV ROOf`PLAN
AT71G VENT5 GJ�L.GULHTIONS
PAYLIGHT 1'LANE:NORTFI ELEVHTION
DAYLkSN7 f'LHNE:9pUTH�EV^TION
A-19 BUILDIN6 5EGT10N5
AD-1 IJ2GHITPGTURAL DETAILS
AD-Z N2GHITEG'f1JRAl_DETAILS
AD-3 ARGHITEGTURAL DETAI�S
AD-4 hRC.HITEGTJRAL DETAILS
M�-1 FIRST FL.00R:
FTLFUWIGM..EL.EGTRIGAL d PLUMBi�b PLAN
MEP-2 SEC.OND FLOOR:
M�GHANIGAL,E1EG7R.IC 4i.1 PLUMBINb PLAN;MISG.NOTES
MEP-9 MEGHMIIGAL,ELFLTRIGAL t PWMBINb NOTES
MEF'-4 MEGHANIGAL,EL�GTRIGAL E PWMBtN6 DETAt�S
M�3 M6GHNiKw\L,F.LE�TRK,HL t Pt.UMBIN6 UETAILS
MEP-b ELt�/ATOR 5P6GIFIGATIONS;DETAILS
P-1 FIRSt FLQOR PLUMBIN6 PVW: bA5 LINE UIYOUT
P-2 3P�GOND PLOOR PWMBINb PLAN: 6.0 LINE LhYpUT
T-24 TRLE�4 ENEJtFiY R@'OKT
50 STRUG'NRAL FRAMING t FOUNDATiON NOTES
s� FauHV�riori�
51 SEGOND PLOiJR t�OWER ROC7F FRhMINb f�:.AN
53 11�YER RoOF FR�d1nvG PLhN
FD1 FOUNDAT70N DETAILS
rv� Fourra�noN verait.s
PD3 FOUNDI�TION DETAILS
ro, ��s verN�s
ro� FR,�,r�nrC��rw�.s
NO'� FRAMINb DL�TAILS
N04 FRhMIN6 DETAILS
LDt I.ATERAL DETAILS
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'/t) AppIWM of NMA pWu doa�nof isIYY ths OiMief end/or Caitrrctor\of lfis
� rowo�qlbl8b ror w oort.aion.a miwdu.,«ror�ar anyNon eomsinea u,ersin,
M durYp thi couisa at caxfi�ctlon U+�pio'vertrnb.DubBo IMSrest rqulrss e
� rtadlfS}tlon apar a d�p�turs kom th�Gty of CupMttno speclfksllm u ifw�e
trnp�ovemMM pl�ns�11a Gly EnpY���A h�ve the autlrotky to req�k�wch
nodllciGon ar dapsrturo snd b�pK1y Ihe m�nnsr In wMch ftN cams k m be
caripWed�al lhe wis expsnie ot V�s Ownx amYa4ontredar.
2j Cat�PuEic Wmrke.i40i1 T77-31W�'for infpealtdn of yr�dlnp,storm drdnaps, ,
� end pWUo Npov�m�nu, �
' a) AA p��hlle'hm,povemena musl t»comp.ad prlw to ocu,psncy. /
�) Ca�ttadtbr Y ra�{wnabl�for dust oonUoi end snewing 1ha era adjeCSnt tD ths work ��
la IbR k r d�oordida�.� . . .. . �
67 (brtlraqlof shdl revlew Cfly PMatl B�I On trsa prolecMon prla M a�AeAing emr /
�wAc a9wnwe4f0 d+Y tnu. �
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Rewuws conaa 9ora,ta�wY.ctl�,wnid,arturba she wa.
� A vqtk schsd�of pntlMp snd�Eraeion&Bedkfbnl ConUd Phn aF:sM he provided '
ta ths Clty Bphs�r by Aupwt 15.No hdblde ptedinp ehell be parformad betwser. �
Or}abe[1 b Apr116. !
e� All n�w alwct�{lurvlo�(power,phaie,�;auw�aa.�.n.n a��,a��,aea. �
9) To MrMeb relws d Do�,conl�ct tha Pv6Ue Wqka Intpsdor for ffnel Inspedlai. �
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npori�bl�1or Du01nQ an snao�clvrw�Permil frdn ihs PubNC Worin DepaMrnt
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)SCAPE WATER-EFFICIENCY CHECKLIST
uerclop�seM rxp..hw.(
�v.��� 4a.m.swe/w.�a m i
CA 9lRI� uYmMa9eee�rtine.
Nune:��.a,�� l_71r�.R�. u....u.'��•'Q�
r �la naurost: 11L. Pha�r. �b
Tobl landic� I.wwp.nc�II�he pl+��iing src�s,wrf erw.,md wM
Ara�{NOe�e ketl: '�� le�wnh�n a I��Msr�yo mal�ll�liw�.I'Ir Iw��rc.re.Aor
t b�clud�Irotyr 6 u(bY�idln�ur Nructurcs.siJewallu
dnvn+�w,p�rlunr luh,Jack�.p�tlos,gravd or�ronr wnlL
7'urf A�: m uA��n«dn�wm �n.lu�dr�spn..nA ahR non
M 6�fw nen-�Mnvlopm.�n�;e.g..orr
`+ sp�axs piul v�ial�ng wJdlMd vtg¢In1�un1.
Nom7uriPbntArn: �aJ .fwF.��rou.M crrcer w�ixn wmW�n6 nf nnn•natrve gr.e
� f�`�lhet' cwlowonl��maw�ed An�wJ blu+�
MI l.anJecs eAte�: ^e1^�Ay Wwy� p'+ew�Wt n«pfe�,.d f.xua,.�,J ra
�eY9!OM PLI��O��'004lts6011 lYf(�fllif�l".OM111Yd
W�hrltivWn WetSuii�Aro�: Crss,,kJwyn gr,ur,wwhu.0 pesp.lum,s�.Augu.una grwi
�t.us,rr.�.�,Pea.�..ww�,�wae- �r•Miv•.•�anurr.m��...n.aa��.«��w�+�.�n
��Mw roq�Yed wN►WA�pq�t rhwNbl Ser revme�nlc fur other dehNtaro.
wo�s��i.�ax.p. ��.�a.a.sm,q,r�..r.d.�.a�v,�+a�nT+�r.n.0 u�..yo+Re.u.,e r�„e.�.p��R�.�a.�
•a'.bo...ne a4ec eo�Me y
0�� dP �6�Nre 61ork•t tM bollwn d th'r fmn.
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Turf Tul�l mArm shnll'rol m�yw175%of Ue Ir�d'upe �. Yr ]!��.
�w.aij50�quwiwe�.wlJi'heverLlnserina�. �li,�...'. .�✓ir:�,.�l�r�l.:i�.�.�....��i'�n
�ii1�6��1-�� .rup�tw�Fm+'�J�
AlI prlm af Nd naw Mui11n widw Mr�aldht�ke�. .J Yw
runPi.mi�ruMmam,�m��.au.��sti. J ve �
Nun-Tvrt Mte•uSDf�d�euAwra.M1sMrw�ed�rtiv.ur � Yw []ti��
bwwNarwePlwr�. lii�� r�.�-� .,�n.t��.. r•�,�
,.i�i`� �.�Y��v�llnn���iil�
Mrdrozona YM'a rvUM�imilu w�r�ads�Feq M grwped wllhv� �M.Ye�•nV '0..
nrd.o.d...a.�n�dro.�ee.trnn..00wu.aey. ��a.�.,.,..,,�:.�����,.��i„-
M�p�elewivn la:�t�1!.liJft'!;'1�
lrtlyHm Sr�l�m Sy1Wns elutl be do16Md eM m�i�esMd ro miNmfrc "Ya U�u
waler weate(ag.,ruro(f,low he�d dnw`e,wenynrj.
Low«e1um�4+ipum AWI br utluaed in eo�-mAaiw.
I.rlgn�andNllontyouurbetw�.a�hehuunWSqDMn �:,�,.,.1������.i,,.•,�.��n.•..i�.,�:�n�,•�..�
•nd�OADym.
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dM11MswllibklnpY�Mede�art , �r,,l��.�.� 'I.�,.�..�:,n..��.�..k�
5al nrnw�ImenW wch n.wryrr w IMiltae',sf W I be J rn
�ppryprlwely�ddaf aooNinR m Ihe w4 m�dltlnrt+m O':�.
U<p�aj�ce�ne��M�ad un rMt i.�pqc�prl�ec far Ne
�eieeadpluiu. lii e�.�.1��,..-��i...�.�1;,�.��i.�.,�v�i,..i.�
Mrk11 -A mlMniva 1wo(2}b�th hyer U!mWA sLN M�pptled '�Va J`:�
on�U r�pa�ed au4 aur6icn d pW Wx6 rw�.ercry�ui
NeasddNen'eeJl��ppl4��IbnI�4M'dw+ndl. �1�i:,,.i•��i.i�l;...�.Li�;�.����i,�l•.w:j
1 an�wwe d rvN�bl�nMrn�6u�rl rtrwrtv rtpnfins rutive aM Iew�vruQ use Dbnb.frtfytimeffu�enc�,uW otler rp�ats i
wlerdfNmt W W�npin i cerdfy tlut Ihe IMarmukm qavidrd m'hb drt<klNl b<onect end Ay 1nt�iled Urd�c p complln
wNh Ik mqu4eser�d f�A�v I{.19.1 nlw undenY�d Ih�t�ny clm�s a�Tu p.�'t will�asWS�mv A�k11�t
ny�.l�{t
n�u ehecku,c�mplmrcM.1�.reywi.m�t.ot a,wptc,H1�,l.nd�lpeaain.nor.d thecup,HH,iaunKipai cuac.
�}It�tlPOI1li�IIOYIt�I�Wlu hP PVi�W�ld W dl�/f111T!W�1t1�ICf IfR p1�1Pa1bl�an(�a(11pC I�8l11lf0�(Y11WIR1l11(M1�11�1!
unin�u��w�M�dfi�ix�y�W4.
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9htf fivaloNlon 6tstf Comm.�u
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Spr,e. d�e
se�cce nd:n+6on.
li�drozonr.A porl»n uf the ludscaped uea havin�plents mtd simYu wLfn mavls.A hydnimne may M
trrigeted or tqn-"cngwled.
�a..-�d�mr briyM��Thr rypilcanon M�m��PyJ tlon watrr MrouKh a sysle�n uf tuFing M lil!(di I/1!E JI1A
IOM-VOIIIRI!CIIIIIMf!AI(II N Q1��111�1A MIOO�A.Ceet�in mlyry wqXtrn des1¢n ai(or AighlY efficienf waler
duMbutbn,end utwled ta ini�lv w�w walrr we pinnb.may Wo Ee irciu.l�d ni�fii+�lwliinfion a�tM1c
diec ClfDn oi fh¢P4md�OfBCe.
Low wa[er uee plmA:A oMnt yr�ciex whosr demo�attaled waler nec�lx an•rampql�blr wifh lucnl.�.11uu�e.uiJ
w�conditiar ruch ti�t mRulir aupp�emenhl Irti�qm�u nol reyuirrJ Oo�usain ihe pinnt after I�hu M
� ���r�Nirin.M.Any spaets ctan�lkd�e"v�ry((1W qRM YX�nd"bw.v�her u�e'by W Vl:l1LS.h�vin�:
a reRiuMlty adjuNed pl�nt facfnr of 0.01hrouFA 4.3,nhall tie tah�grrinliy Jmmeal a low water vsc�lant.
N�Nve plaot A dent iatipf•nnue ro�apaiFic am�of�.n.idaryion.For tl�s purp�oY twin dlvixiim,ihe ta+m
wtii mfer to pTenb indi6enw�b Ihc cauGl ron�e of Caunl unA Northan CRlifornw.end mairo��fifa I-
ly N swh pWnb tMt Are mitad tu the aob�oi the�ma�nf nr hiylmk naW nl com�ounity af Hu yrajxl'+
vicfitity.
9ped�l land�c�pe arca Au�m ot tbe Wndxapc Jedicare.f sMcly w edilde pl�nb.areae imsahwt witi��e-
yclrJ w�pn,wa0er kaNm u+lag recychd walrt and���4dinlcel tn sctive p�uy anch a��arkc,n�arls
i'ie1.4.�,nl!�n�.a,�,enA whrre�w1 proviArs�p4Yw8 ewrfacr.
i�d:A pmwnd�om xorfaaa�ai�tlng M mm-nsUve gnw specin thet i�cvslomarily�nuwcJ.Annuel��lu« �
�{raea,Ke�nrly Mue�ress,pe��mul r�ag(rn,rad(druc,anO mll(zc ie�re e.nmplri o!«�uMrnrun turf
gnnes.Hermuda Rras.4lkuyu P,rew,vcuelwm psp�ium,:K.Auguxline g�>a,myma y,ta!u,aid 6uffo4r
y�aw uc wano-�wnpn lur/gnv.va.
WY�Fe�tnee A lanAscape de�gn ricau�nt w•hoe o�p� Irr�M•rfmrtu m orithetic ur reenadonnl run.�HUn. /
W�hr(eanueni�kluJepmd�.founW�u.wiMerWMpd�rti(kidshenm..AMiiir•ludawrywxandtwfn� �
ming poo6 Wat arn un.illary�o.cingk�frmily,twaf,�x�ily and mulli-(�mily mxidunul��.w�a.
Wel aurfacr ans rlw:sur�ace ve�of But portiou d a�v�r feelum M�M lunctluns to�.ontW��wntcr,xuch nn Uu��
watn Yurlxe uf a.rwimnun6 pwd,xpn.�w�rden pond.Fur n fountrin�x��tl�a�han�n wlth fluwing wnt.Y,
wet avr(acre eru ehall be mcwumd ae a tm Mmrnslmel p4ne IvwM[ed by Me pMrneter ul Ux xrea vh�•r�•
walnr hu Men�In{qned ro Mw.
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SUMMARY:
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1. All+ak ehdl be In accordonee rIM the Stote of Cdilwnia SCVf E Vf n�![�K
��,t o�T.��.ta��,5������at�.��at�.�;t�,. R A I N A G E P L A N A
as anandd),md Stmdvd Phns(latest edithn,ae oln�nd�d). I N� A N D D
ond qty of CupwtMo StmOard Dstala. Th�ControMa�holl �, Rprade eut wa�o aiqind qround��t��. G R A D
prform th�wak OssalWd N th�W�ciflcatlon�md as Mo�n on th�
�nwhqs,md to ths aatMoctian of the Clty Engineer. ���,,�q c'�
z. Prior co yraai�a COR1 I�fldl QW fN�ON or eona ai o�oew f
aao��,an ee r�.�ed n��r�,«��..hn en•cnY or cu�i�o ��+
2. Apprwd ol thp�plons�holl not rdw�th�Ow��r or Contractw of ths CradAty Ordlna�N to mfnYnlea the vlw+d knp«b of tha 1.AM worlc perfam�d�hdl bs M�talled to manuiocturors
ra�meibYkr tor carection�of miNaku,amas,a amhsions tontafnsd �pcded dopp and rsdue�th�pot�ntlal for xosfon on the �O� epacilkotbns ond dl rrOrk ehdl eanply with oll cunsnt local,
th[rcM.If durF�q tha courw of construMlan of knpowmants,pu61k sub}c!slb. stats�d(W�rd rpukementa
Mtas�t rpukw a modfleotton of/w a dapartws frcm th�Gty of
CupxtNo Slandard Dstals ar thesa improvamsnb plms,ths City 3. A contWctlon obNrwtlon I�tt�r fram t}ia n�pm�bla 2.All work�all be conattueted in aceorda i�:l�a
Enqin�w Mwll hava the autharlty to rsquk�wcfi modtltcatlon or Csot�chnkal EnaMw dKoRNq eonKruotion obsrwtlom plans and tAe Standard�SpecJtNwtbna of t ��t�
dpvtura a�d to speci(y ths mams in which tha wms ia to be ond urtifyinq thot lhm wwk vrw dons in acewdanas with ��������'
eompl�t�d.at ths ed�u�p�np of th�Ovmx a Contrxtor. Ne recanmandations In tbe Geotechnlcd raports shdl be LA N DS O F C H O P R A ��;��y����y }�(�
�ubmRted prior tp Spodlnq campl�tion md r�lsas�ol bond. 3.MI excavaUm and bockfAlinq within strest riqht-of-way
ehdl Cs done in accorQonca with the rsqulremente oi the
3. Approwl of tha�pla�s by tM qty Enqkuer it anly for publk Enqineer oi the publk oq�ney haNng}+�is�y- V �g,���3 Si
rlqht-of-way knprovamanN(Mdudinq rtwm drain h the rlqht of way), Pertnits ehdl M obtak�M aid a copy shd; Ci
and no!for roHr.nw�r or dry utN1U�a It b th�Dwdop�e/Own�'■ �.�
rapanslbilty to 000rdlnote rmlars a�d tpprowl kom eoch ot tha�t„�Y �I O U NT C R E ST D R IV E �'�9���� �
colnpanla�,md to provlde approval Islten a�rsqussted. 1,The CIvN Enqineer ar Soll Enginex to rs�Ae�r dl qroding md 11204
wWnk C flnd nport to N�CRy prfOr to occup�ey BASIS OF BEARINGS ����materld at�dl he�oompacted lo o mNhnum of lro md
4. It�hall bs th�rerpansibllty of th�ConVxtor to ensun t�e apprmsd one Adi(2.5)test a6ow Ns top of pipa sievation by
plunr or the latqt nvtwd plans ora furnlshsd to it�subeontraetar0.a+d m�thodr Nat wAI not damaqa tM pba ar aubatituted wlth
to enwx�th�latat cpprovsd pima ara mske at dl tlm»during
eanrtrueUa�.
S. Th�Contraetor e�dl notify the City of GLpartkw Publk Works I�epxtor
hro(2)waAMg doya priar to roqu4ing m Inepectlon.Coll(40B)
777-3104 te seAedul�PuGlie YYOrW Mqsetlona.
6. con.we�an ono erotfie ca�ua a.�Ac...nen w Insaxea w+«ea
bsqlnninp of rrark.
7. Notify Ctty of Cup�rtino TrofHe Slynd Malntenon�s for M�tlon of
traffk Nqnd tadlKy foundation szoovatlona at(40E)777-1588,c.o(2)
wakinq days prfar to pourinq my eabinet or e{qnd foundatbm relatinq
to th�job.
& Th�Contrecta shdl Io�ote underqround focil{ties in the aw of work.
ihe ca,tracta�hax ca,tace u�aerqrwna serdoe Ale.t(usA)ae st1 c,ro
(2)wondnQ eoy.In cawnc.or any war4i ror�xo<ron or tn.u�a.pra,na
focXlttea
9. All undxgraund utlklee shall be Metdlea ond backriled befwe placert�ent
ot th�baa�matK�d and wrfaa�Guctur�s.It utllk(e�a�to W InstaN�d
su6s�quenHK o w�itlen natlfkatlan trom lhe affected utYity company
hdkaUnp Ib commifmmt to bors or turo��el ahaN be wbmkted to the
Gly Enginesr befors prvcaednq Mith tM work Underqround utiitise,
exospt�torm trains md sanitay serers,shad not b�pamlKed In
pawment orea,with tAe excxplion of atreet voealnqa unlem opprove0
by th�City Enqi�ax.
10.NI wot�r Ilnp,.dw�,hydrantt,and appurtanmees Mwto hetdlsd
wifhln the publb riqht-of-ruy shatl be the property of the+ats utllty
�+Pa+Y
11.Stam drdn IMp installsd a�part cf kh�wrorlc on theee plan�ehaA b�
devsd of dl dabri�onE obstructiona prior to flnal xceptanca
12 NI trsnch CackfN,fwl cnoa a+d ba�moUrfd shdl attdn a m�nknum
9SlG nlotlw eompxt�on. For typl�al Uench a�ctans,szcapt for
eanitary eewere,rofm to the Gty Stmdad Ueta9�.
13.Th�DwNoper ahall pay aN cwb for moistura-d�nNty curvsa(Cdlf.Tse!
No,218E)ond ony aMer teeta requted by the City Enyineer during sUnst
covUuctbn.
14.Trou,roots,ond iordqn muttr in eabting or propowd rlght-of-way
�hdl M r�rnmr�d te a d�th of tro(2)}rt bdor aibgrade and diapoe�d
ot p�r CdGaa Standard4 M th�cas�of IM Uea rooN fiam Cky�trs�t
MNS,Contractor Mdl contxl the qty for field oberwt{an prior to
rolnovh�g trw rooti
novh
15.Tronch plotq N tt�e Vavaiad ney�haq be Vafflc ratW.praprtY sewred
and shdl be recess�d upon ths rsqu�et of lhe Oheclor o/Publk WaMa
18.All trenchee looated Mithin 5�of the edge of pavement(In curD,Ilp ot
qutts,dqs of pavsnant,eta)shdl b�npavsd ta th�sdq�of
pavemenL
17./UI nwr powment�hdl motch tfi�ezlstlnq powm�nt ssctio�,A min4num
pavament ascUOn of 3'AC/E'dcas 2 AB is rpuk�d.
i&fxist�g pavsnent that is removed ar dqnaqed shaN be replaced as
rsquked by the Clty Enqfnsr.
18.Manhole fromee and covxa shdl ba broupht to Rnbh qrade prla to final
si�off.
20.Fl�w(6)warkfnq days prior to Instdlinq permment etripinq,Me
ContraeLOr ahaN eot trade N�atripinq and rpuat retisM oi tha cat
trodcs Dy the Cky hafflc Enqlnes.The qty Enqk�eer eholl haye Me right
to mak�chonqa�in the Icrntlon of th�dlgnment of tmfflc stApn,
pcvw�ent mwkinqe,and pavement markare.
21.CaneraU fa us�in oll cmareta structuru shdl conf«m to CdHomk
Departme�t of Trmeportatlon Standard Spedllcotions Sectton 90.Drop
InNts,sldwalks,curbs and{p+lten ehWl eontaln S90 16a.of eemant par
cu6k y�xd onA ehdl attaM a minknum atrength ol 3,OQQ pel in 2B dayd
22.Orap iMsts ahaN bs eonstructsd confaminp to qty Stmdard Datols
unlw Mherri�e noted m the planr.Drap Inleb ehoN ba Inatdled
coeieunent rith the conetruction of the curb md gutts'No Dumping
Flwro to the Boy.'plaque ahdl bs instaNed on ths curb adJacant to dl
hlete.
23.A minimum thkkness of five(5)inehee of conaete ahd�6e requked for
commscld driwvay approaches and four(4)inchss for resldanUd.The
driwMay�proach sAdl be inatdlsd cmartent witfi ths ccnsWctlon of
tht curb and qutta.
24.Ora pound of diop�rshq dadc ehtll be mfxed rith�cubic yard of
eonaets at Me 6atch plont
2S.Gty Stmdard StrMt Llght�ehaM Cs instdled oe rsquhed 6y tha Uirector
of Publl�NtorkR and�hdl cantam to tl+e CNy Stondard Dstala md
Notss.OurFrg eonttruetion oparati«��temporary etrs�t liqhtfng ehdl b�
provided as neceesvy to enaure Ne publk safaty.Tampaary�treet
Ilqhtt lhali b�InstoNed at tlro dscrotfon o},and to tro sotistaction at,
th�Diractw of Publb Worlce.
26.qty etandard strset monumenb eholl be conetructed at the locetions
shom m th�plan�or a�dfrectM by th�qty Enph«r.
27.New CRy stanAad strwt mawmente a�d othar permanent manumenta
dYturGd durinq constructlon ehall be replaeW bNorr aouptme�oi th�
knprowmrits Dy Na Cky EngMNr. Att�ntfon la dirscted to Section 8771
of tha Cdifomlv BusY�ea and Prof�lon�Cod�tor the requirements
eonum4p arv�y monumsnta Erieting eurvey monummnts shdl be
Ixoted and nferentsd by a undx ths dM�etlon of a Ilunud land
eixwyor or rpbtred dvY engineer prlor to conatructlon operotlma,md
a comar rscord w reeord ot wrv�y Mall b�PoW wlth ths County
Surwyor of tM County oi Sonta para EKi�ting survsy monumanb ehdl
be ressl to flnbh yrod�,and a comx rxad or record o}wrv�y ehall b�
111ed rith the County Surwya oi the Carity of Smta qaro prlar to th�
neordinp of the wrtlllcwte of eampl�tton tor 1ne projxt
2&ConaWetim aurvey etdcp or marks(contrd staks�)W erteWbh Iine�
and gades ehdl be eet by the Controctor'a wneynr a�nqineK.
29.Notlfy the pty Inapeetor two(2)worltinq day�in udvmca af requkinq
sxvkes for chsdJnq fldd atokinq.Thres(3)copip ot Me cut eh�et�
ehdl 6�iwnteAad to the City Inapeeta.
30.Gradtnq oi lob shdl b�completed as detamnad Dy the Gty En9inea�,as
ahmm on tha plma«+d�dl fdlow raqutemanb md standardf as ast
forth(n Ns pty Stmdard Qading md Droinaqe notea.
37.Danditbn of eapttc tanke shdl conform to Sonta qora County
EnNrmm�ntd Healtt�Qepartmant r�gulotlons.War1c eholl b�dons prior to
eonsttueHon.
2.Compoction raports and pad devutlon certlflcation fe requMed
on ax euYaMy paa work.
3.Contracta h n�ponsmlt fa duft contrd and inwrMq the vea
odpcent to th�wak is Nit In a d�an conditfon.
4.7M eoe�troetor M�dl r�vi�a sla�dard Mtal 6-4 m trw proteetion prior
ta aceomplieh any�ork a rxnoNnq any tr�es.
S AN�torm Ilne Inetallotbn with alap�lap than 2x�+all b�eertlffsd
by a Gvd EnpMNr.
8.AN an-aita w�ftvy sswx Iinsa and laterda ahall be wbJscl to
DulWinq dpartm�nt opprovd prlor tc inalaqatbn.
�.uu�e a�c Mo„�c r.�ioeo(e�'.),o..�,r�d ey tn.stot.
WatK R�wwoe�Cantrol Board far any actirlty whlch dlsturb qll.
&A wak schWWa of qradt�q md eroNan R ss0knent control pime el�dl be
provid�d to th�CHy Enpnmar by Auqust iS.No�Mlaid�pradfnp sAaN bs
parformed bstMS�n Oetab�1 and AprA 15.
9.Approvd of the�s plma doas not rolaoss tAs Ovmx and/or Contractor M th�
re�ponr6Nky far tNa carrxtbna o(mNtaks�,arrors,or omi�Nana contalned Nxeln.
If durinq ttn cour»of eonsWctlon Improvemanta Dubik Intaest requkes a
moditkolion ot/or a dporturs from tM City of Cupwtino eo�dfloattan or M�r
Improvamanl pfa�e,the City Engineer ahall hove the wMorify to requiro audi
mod(flcotion a depature and to�eeify the manner In which the aome te Yo ba
completed,at the sde expsns�oi the Ownx and/a ConVoctor.
10.Cantact Publk Wak4(408)777-J104,fa Inapxtlon of grodnq.stam traMage,ond
publk 4nprovan�nta
11.NI p�lic improvamanh muat bs complstsd prtor to o�pancy.
12.All nsw dxtrloal swvic�(poiver.Phon0.and/or eaAle)ehdl De undargrounded.
13.To Initwte rdsasa of bondR contact ths Publk Work�Maprctw for Flnd inspsctbn.
14.AN downepoub to b�nl�asad to tM�ound wrfoce,dkected awey Gom buNdhg
foundation��d dkscted to landscaped arsaa
15.PAa to bpinnlnq any wortc�iNh th�PuWk Rlqht oi Way,th�Conbxtar ril b�r�apanslbN
for puNing m encroochmsit psmit fran Ne Publb Worke UapartmenL
,1.�AN wrthwak and Nt�drWnaqe,t�dudiny Nte prpaaUan,bosamant a�d at-qrade fwndatfon
a
e�oawtbn�,aubqroda ad Dasxodc propaotbn MnwN elabs-an-grods compactlon oT enghwr�d
fM.w�d ek�arolnaq�InstdlaGan N+ould l»PaformM In oecordanee wlih tha r�eammendalbnf
of IM gwbchnlcal rpert Sd Enqinwn Miould b�provfdsd ot Isaet 48 houn advanc�notMcatlon
of viy earthNark opratbn�md�hould b�p�esent to absarvs and/ar iwt a�necessu�y tha
eorlhMak ane(oundation imtollation phasw of the propet.
2 PrymiMa Ida�tMeatlon: /pprowA numbsn ar odMssN shdl b�plae�d an dl ner and sxlstkp
buidiNnge In eueh a podtlon ae to be pldMy vlsibls ond leqpl�from N�atrest or road hcnting tM
prop�riy.Nurawt ahdl oontrost�rllh thair bockqround.CFC Ssc.505
3.Constr�etion SIt�Fh Saf�ty. AN conatructbn sYe�mutt comply rith appllemis proN�ions o1 Ne
CFC CAaptr 14 a�d Sa�ta para Camty Standad DstaA and SpsciRcatlon 9-7
♦.Clos�d-chcuil vldao of tM nsw proparty Iins cleanwt,po(nt of oonn�etbn ond Dtatrict Iatrd
ta rpu&sd prior io tl�arann tar City of Cup�rtkw Flnd In�peetion.Ow�s to c�Dbtrkt ot Iwst
48 haun priar W Ndw Inap�eUan to seh�l�a Dlstrlct Inspectar.Dbtr(ct to provld�8u�dlnq
Depotmenl rrlth wnitten notifkwtion upm completton of Mepecilan
S.Sanitary sswv oonn�etion In accardanw wlth approwd Nnprowm�nt plan�
8.Storm woter from surtac�or roof dro�na,ot1ro�qsnerd auAou runoN wotx or condensate fram
ony rwidanNd HYAC pulpm�nt�hall not b��eharq�d!o tl»w�kvy�swr
SEE PUN
V-DITCII/PIPE �
1.pIS'SIPATOR CONCRETE PAD
-- � SEE PLAN CROSS SI.OPE TO CONfOFiM
o� w�m oasnNC osEo
� DITCHES AS .
2 OIS9PATOR IS DE51(71ED IN
p�e� ca�oRwu�c�wn�
:.�.ii ABAC CUIOElJNES.
4�DIA COBBIE ROq(
IN 4'CONC.
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DISS�ATOR CONfXtEIE PAO
V-qTCH/PiPE TER FABRIC CROSS SIOPE TO CON1'ORN
MI1Fi E)OSTNG/PROPOSED
SEC110N DETAIL 8 OITCMES AS t1EEDED.
COBBLE ROqC ENERGY DISSIPATOR
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-- �
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B'CU15S il AB
TYPICAL ORIVEWAY SEC110N
Ni5
APPLICANT: CHOPRA
TFiE BEARINGS SHOWN ON THIS MM ARE BASED ON 1}1E
CENIERLINE OF MOUNT CREST DRIVE AS FOUND MOPNIMENTED AS 9ra`�a a^°��)��Y�miw FN matrid mu�t attain a
S00'10'00'W,RECORDED IN BOOK 22�OF MAPS,AT PAGE 34, minknum of ntnety flv�pvc�nt(957C�rNatiw compaction,ee
APN 356-26-017 �TA q.ARA COUNTY RECORDS. psr Steb ot Californfo Standord Spedilwtiane.
5.The DMtrict EnqMer..�hail b�netlAtl tro f21 rrorkY�e dnvs
ir.advance at�tartina GmsWctlan m tlila uroMct 20085
Stms�s Creek Blyd.Buldhq C,Cupertino,CA 95014(408)
253-7071 At thot U trvifie �an encroacMnent xmks
CUPERTINO
CA L I FO R N i A ���°O���OM1 piana sAcll be qWen to the 0 strict
Enqinw.S�wr diwnbn plans ehdl tnduds s�waq�bypos�
«�e«n«ysn�y P�ans.w«k ena�noc be�u�ta tn.oteNct
FEBRUARY �2, 2014
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VICINITY MAP
NTS
2'MIN
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INFILTRA110N RATE S'/HOUR
VEGETATiVE SWAIE
NTS
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t� .�,_ ..r..�-a:.�.�1
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Fq�NSH dtADE DETAILS AT
BUILDING FOUNOATION
NTS
FG
��
RET MIG W/1LL CALLOUT OETAILS
NTS
EnqMew ha�proWded written occeptantt of thex plma
8.One(1)sankvy sswr latral sAaN bs instdlsd fa wcf�lot
ar buiidhq.I.ocoUon ot�lotad ond propa�ty cwnen to be
etaksd In fleld at th�wm�tlm�t1�e ssnr maln i�staksd fa
ematrvctian.Laterds dwN rrot W Idd on Ip�than two
LEGEND dt ABBREVIATIONS v�t cz��o.�a�ai hor+o minimum wr.,of ra.
and one half(4.5)feet�ot property Iine or edge of amitary
A8 At�GREGAIE BASE � AREA DRAIN s�wx sotem�nt Latwalt ahoN M dNp�r tha�Mw md cn•
AC ASPMALT CONCRE7E A half(4.3)fest whsn dlnctW by Dhtrict Enqin�sr.Lctrab
Ap AREA ORAIN q 8���'�'� �dl not be edsnded tieyond the street ri¢it-ol-rray IMe or
AE ANCHOR EASF]1ENT BWNDARY wnitary wwr easrma�t IYa untN th�maln has been te�t�d.
88 BU�LER 80X � CATq1 BASIN Latxd aewxe conetructed outelde of the publk street or
BLDG BUILDWG Cupatlno Sanitay DUtrlet Eas�ma+t ahaM b�cm�tructW in
BSL BU�t.OM1G SE1HAq(LNJE � COBBIE ROq(EHERGY DIS9PATOR accordanu Wlth th�rpuk�rn�nN of,a+d ehdl b�inepeoted
BW BOT10M OF WALL/BAq(OF WALK Q ���� by th�Qty of Qpartlno BuWdlnq D�portmant.
CED COBBLE ROCK ENERGY DISSIPATOR
CG CURB k GUTfER ----.. ----CONTWR:E7tlSlING 7.Ths Controctw psfErmkig MorM on tha sankay»wera ehall
��E -550-CONTOUR:PROPOSED OR I�W 6�rpuirad to rpht�r����wlth th�Dielrkt and provide I�euranes
� CMAIN UNK FENCE os�p�cltNd k�Seetbm 1.3P and 1.40 of M�Dl�trkt'�
CO SANITARY SEYIER CLEANOUT }pp. DESK�1 GRADE Sta�dad Spscifkctbna.
COP CURB OPENN�G p DOYMSPWT NA1H SPLASHBIOp(
�p�� �q�E B.The Devdopx mG Genaol Contractar ehdl tre raponarMe
CSD COUN7Y STANDARD DETAIL � DRPJNAGE EMITTER for protsetbn of dl ezfating Impra�m�nt�Includinq�zl�iinq
OE DRAINACE ENIT7ER � p��s��y�� aanitary se++x foeHitln�Nat ae to remoN+ond H dcmaged
DI OR/UNAGE INIET durhq�onKruetlon ot�h�proposed Improwmsnta,ehWl Os
OIP DUCnLE ff20N PIPE � DRNNACE DIRECiION EXTENDABLE ropaksd to lhe eotlsfactian of the Q�pertY�o Sanitary platNct
OS DOYMSPOUT BAq(WATER VALVE(SEE PROJECT NOTES) an0 oth�r afisctM opencip.
DWY DR1I�EWAY ...-pRNNAGE SWALE
EA EASEMENT -'""' 9.Channel�of aN 04hict ma�hde�wMAin tha conotructlon
ELEV ELEVATION -----.EASEMENT UNE area.ndi w prot.ctae�,br Wr.00a eovr�.Pixsd In tM
EM ELECTRIC METER manhde�and ma���ol�cwUnys eAdl bs odjustW to nnd
.. OR 701.70 EXISIING ELEVATION IX
E(OH) ELEC7RIC OVERHEAD ' � � qrad��n atoardanc�M�M�Slo�ddd Sp�eltkatlons oT ths
it r Dietrict w ae dlrected b the Diatrict
E(UG) EIECTRIC UNDERGROUND �-}----��`-EXIS7INC FENCE CuPe�tlno San a Y Y
En Inw.
EP EDCE�PAVDAENT ;r(.�;,-` EXI511NG 1REE 1D BE RQIOVED 9
E% ElO51MIG `� EX�S.INiG TREE TO REMAM 10.Ths D�vMopr aid Cw��ral Contraeta shdl b�rssponsbls
FC fACE�CURB '} fa M�prsv�ntion of oonstructbn OsDris snterY+q Me edatinq
f0 FOUND �` FWNO IRON PIPE AT PROPERTY CORNER y�ltary ww�r sy�bm du�to the aomtrucdon octMpa�
FF FINISH ElEVATqJ Of SUBfl00R
FG GROUND flNISH CRAOE -�-o-Q-FILIER FABRIC ROlLS �btsd with Mk proJaet and M�OwYapr me Contrxtor
FM FlRE HYDRANT � ��� dabrb Mto'th �� det�Mq���fantHay swr�s am dus�osthsctlon
r1 rZOw u�
G CARAGE SUB 0.EVAT10N/CAS LINE �� ��k� conrtruerion aetivltfea ossxialed with thte projeet.
GpE GENERAL PUBLIC EASf11ENT �.�-. (,YtADE TO�tNN it,The Devdoper md 6en:d Ca�tractor shaN be reaponsWie
GSB CRADN�f;SETBACK ..� q�Y PaE ��pr.ventian of a�.aewage�pM anoelated th�
pJ GAS METER Cmtroctw�aclMtNs on Ni�proJ�et and thr D�wloper a�d
HP HI PdNT . . . GUY NIRE ANCHOfi
INV INV£RT Ca+Vactor e1+oN pay aIP cwts assoclatatl with th�relaaas of
JT JOINT iRENCFI • rMGFI POINT awrogs into s�xfac�trolnoq�ey�t�m ond dow��troam eurfac�
LIP UP OF GUttER � FlRE HYDRANT woten.
� ������� B �NLE7 12.UtOky Noti}kation(Cmtroctor�haM locab dl utMitln prlor
MA% 61A70MUM
MM MANHOIE JOINT POLE to stort ot s�ewotlonY
MIN ANNNIUM � a Und�rqround SeiMca-:Alxt 80Q-227-2600
NkS NAIL AND SILVER ��� D.Stortn Oroi�s City o6 Cupxttno
NTS NOT TO SCALE - ��TM�pp� �.Sanitary Sswas Cupartino Sanitary Olstrlet
OH O�ERNEAD
OG ORIqNAI GRWNO i LOW POMT 13.AY Senitay Sawar P(pss ehap be PVC-SDR28 a opproved
P PAYEMENT F'MJISf/GRADE � y�gpx pud,unlps otherwb��sp�elfl�d by th�DMirlet Enqlmer.
PAD PAD ELEVAnOX
R P�Rr.�� Q MONUMENT WELL 14.Aceea for pedwVlans aid vahkle�aholl bs provided at all
PEE PEDES7RIAN EQUESTPoAN EASEMENT �► OVERI.AND ROW DNiECT10N Crcnes unlwa approvad in witinq by M�Dietrict E�qineer.
PERF PERFORAlED -
PP POWER POLE PROP PROPOSED '��' ��x 13.Sankay Sewv Manhdp,Flushtnp IM�t�and dsanwts
PSE PUBLIC SERNCE EASQIENT * ppp,�C7 51� shdl b�maMW witf+'SANITMY a�S�WTARY SEWEfY.
PUE PUBLIC U1R1TY EASEMEN7 ��TAINING WALL 18.Cloaed Cireult Vldeo Insp�etlon of praperty IMs elsanout anG
PNAT PAVEMENT latxd repui�ed priw to find plumbinq inepection ot or�ar
PVC POLYNNIt piLORIDE ---�Rip1i OF WAY
R RADIUS ��n�
RW RETAINING WALL � SANITARY SENER CLEAN WT NANHOLE
REM REMOVE .� SANITARY SEWElt MAt�IOLE
R/W RtGHT OF WAY ���-� STORM DRAIN MANHOLE
S.C.V.W.D SANTA CLARA VALLEY �
WAYER DIS7RICT � $UNp pUMp Approwl of thsee plans by Cupertino Sanitvy Dlahiet doss not rellsve t�e Matallx
SD STORN DRAIN iEIEpHONE BOX ef the rnaponsibllly fa ths cortactlon ot mistakea,aras,a aniasions.It,during the
SDE STORM ORAIN EASENENT �- couro�of constructlon o(M�monkary serrs ths publk intrnt roqulros a moGiflcatbn
SE SIOPE EASEI�TIT � 1ELEVIS1pN 8pX of.w a departwe hom the DlNrkt Speciflcatlms ot thase(mprovsmant pia�s,Ihs
ELE
SS 5lUIITARY SEYIER/LATERAL g D�etrict Engi�eer ahaN have the autlar�ty to requke such modifleations or departuro and
� TEST PIT to it Ms mannx In whkh the madlkatlonn or �s to be dons.
SSE SANITARY SENER EASaIENT �Y d���
STA STA110N TOP OF FlLL
St� 57ANDARD qTY DETAIL ���FlLL Approve nr to Canpliance with Oirtrict Requiremente ,2074
SW SIDEWALK
iB TOP OF BANK TOP OF CUT
TC TOP OF CURB � CUPERTINO SANITARY qSiftlCT
ro� �u+r roE oF ar
TOC TOP OF COVER ❑i TREE NUYBER
TOE 7�OF BAWC � T-VAULT Q^°°�
TG T�OF GRATE
TPF TREE PROTECTION FENCE �- UTIUTY:E)aSTNG
iW TOP OF WALL -qr-UTIUTY:PROPOSED OR NEW
TYP TYPICAL
VEG VEGETATED � WATER AIEIER
YG VALLEY GUTlER WATER VALVE
W WA1ER �..��.
WCE NAkE CLEARANCE EASEMENi � WELL
WLK WALKWAY
NU WA1ER METER
WOE +MRE OV£RMANC EASEA�NT
wv w�iER vw� APPROVED BY:
TIMM D. BORDEN RCE 45512 12 31 14 DATE
DIRECTOR OF PUBLIC WORKS
SHEET INDEX OWNER
NAME : SANDEEP CHORA
SAwt 1-Titl�She�t PHONE: (41S)-420-�156
Sl+eet 2-D�moiRion Plm ADDRESS:11204 MOUNT CREST ORI�E
Sl�eet 3-Gra��p R Drainaqs Plon.8uildnQ Gop Sectlans i Datals
Sheel 4-Erosion Cantrd Pla+
ST�«t 5-Eroslon Contrd D�tdb
Sheet B-Besl Monaqemenl Pract'w�es
ROAD NAME : MOUNT CREST DRIVE
QUANTITIES �E��A�
CUT 23 CUBIC YARDS ��' M < �y�,
FlLL 5 CU81C YARDS �s
IMPORT 0 CUBIC YARDS ; �
EXPORT 78 CUBIC YARDS 1- -
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f -......_ - � f
,, ..__�_._ '' � ._. ' - �T,f
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I�f. �"I. �_. ..._._�.. �5..._..:.. �� ,= _.•+ 1 T�� / \':9,j,.. --�� -;y�. ' -� ` . . 'i � r . .
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_
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k '•
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(i��� �----.....___....�_a'S-�"..���._,." '��...._.- BENCH�AfII� _._._....... % '�,...... �'�,* �y' . /i� 93.15P��. 9S.7FC � ..r �� \ \,\ ` . i`�' �` ;1. .^i�}. `'�� I c�5 � �
�� ..._ _... T � '�, /' , � - . ....1. ., \ \\�. ` ` ...r ,.. o
,,f .._ � ` � ,�, � , ,y. ....93.7 FG/OG �/. � �� � +� �
y ._. ., __. � ' � � . OWY N � e�nl��^` : �� l ,�r ,��� � ' � � � �I�i i c�i
' _'. � ., /{ ,'`/ �) .n i\ \ � �� a C • w
�� � ...... ¢- �' SET MAG NAII ' � � FF=9i5.14 � ; �'\ ..;'. �''' .' �� �� �
1 , �
� 1�'$�~_..�. . ... i i 98.6 P OIG SNMEOS�217G�#. � ' � �=. ' .
,,
'' � ._.. ... Y..�. � (ASSUMED) y� .' � '� � �3.78 P ��k�\ G�R�S�� �g:TR�IC�ON IAAlERI � , '.; I
�._ ELEV 100.00' � \ � � � � r.
:;. � { ... �i� / � � � p � r � ' � �
� -,`�� "'�.i \�� , � ��iti `N � � � �\\° ���'., `�xi Mc��to�`.rt�o��TO AILQW�PROPER 4RA NA(�.•,��1
, _ i !.. � �"4y \� 95.i4 :. ��� \ -�, /�. , � �t I
i
� �-� �} CUPERTlNO SANITARY DISTRICT ti / -�� � ' �', � �' y � � (//RJ
_ �. .. .
�� � _"' - �. . . 94.1�P I � � ^i` �\<;. \\ � �' � � W V
_ _ _# Jc� 9J.78 P � -+� �`'` �'� `� ' � a�
� _
�
/.� <��. ' ..-_.,....,\ I PU�IC R/W I PPoVA7F PROPERIY �` ,Fj1y�Hl PT . ,G •� �mY-- \��%\ � � ` i i �. �I Z
! •r�e.+f�, ! �
� '
,
, _.__._. � �
, �� \ �
� ' � �'-_- .-' `, \ N �.. � ��
/ ' -�, .,,. OPTION 1 \ � a"�' � � A �
�' ..� �. ' ' y . � .r ` i .
� ,
jjj��� t �* ti,
("` � \ �
„
� 1 ��yp� q . I '� �
.._._..._.. i �"�.._ KF1.LY VALYE r�Ifl�4.L. U a �,f � .\ � �1 .. � 5� . i; Q
.
� �
Y' - KELLY VAIVE'YPE vnmiN 5'oF� � \ + `� i�: �„ c`�`^ �� 1 `�' . � I � ¢ � �
�, ��.. �. � BACKfLOW PROTECTION �---i ` ` '�%a" �' � � \�� ;`�•, , �' �r ,� W ��
�\ �ow:sr FiHisi+ APN 356-2 -01 \ � �� � � ,y, 6�� �' �. ' + � �!�
� �/� NOTE A: I F700R LE�EL � KELLY VALVE �'� J�"�. � �rE4., 9�� � � �\� �� ' ��; ' � � �� �
PLUlI&NG
VJ I I VALVE ACCESS BOX � %� \q�` • ,�� � , ` �� � � i
I! SHALL 8E CHRISTY ZI iz � �rxsH cano� \ ' �
�MM, � / ,� . 3
B12 UTIUTY BOX � \\,� /^i` 6 � . \� L'y�! 7 g I Z O 7 v
i W 12"X20"N1TH B12S �J ���, 6" `c��� �� � 9 ` - , t' ' , v
i � f�\��`, �' 9' J "'� :�f\ �k"�\�• ��`� o (
I LiD LABIED°sEwFR• � � EX HC�USE � � ��� �
i '. � a (��o��> � '�� �� �W� � � UPPEfl-104.13 ;; � ,� � {�
UR APPROVED EQUAL ol y
LOWER�95.14. � I ^
' ,! q w .\ .6� o . � �'` � Z ,
i�i � �' � � � \ �4l 7 \ � q'►�' + .
� �I '`P° �� \g'F� `. A��� � \� \ �
, � FF=94.64 , . . I �
,I � � _ �'.A,�,•'Y��t���.� e� •�� �
I FL4�_ `,�� `9S�`4 �.�µ�5.: �� �\9?, J�.�C�� 94.14 .-- y'',.C93�7 FG/�G� �C ��� ` . � `
'' � :`�\\\Z?SYIA�E a �'` c , B�Ca�!Rd` le.1 i'�8 CED'. �
i. ' PUBUC R/'N PRIYAiE PROPERTY ` ` , . x 1�'
; .t-."-.._-- . \��� � �...\ � ... ' 9�JB TW i�� ENO VEC SWA .
i oPrior, 2 � .. �- ,._ °2 ,s �a�rr«�' o�v� � , �
ex�o�e�e�acw�r� '� �� � `
i I I �\ : sz:9eaw._ ,���`\°?�� ;o�`�%ry ____...__ 3a � ` aiawo4 `�' I
VALYE ACCESS CAP 1 ����.�� ?'v
� FLAPPER VALVE TYPE IPROPERTY UNE ' �VA�� '` \ �`t.: ..VE6SWidE •� •'�� ��,�. � W ` � ` � �
�� CIEANOUT � "
i BACKFLOW PROTECTION I � . �i%., ti'F/.,� A -.,. ' c*. , -�`,
�i �winnN s'oF�t sN cxt,�o[ ' � ;- " 9���1� `sry' i I
FINI ` • I
,; �. ... . �`.
i % � NOTE B: w � � FG �`l� �i � ` ;W � �`,
,; � '',, '�ndra+o5.e �°s A�TION; , I
i ` ` � VAIVE AND ClEANOUT � _ -„..; . 6, , ".. -`cy "-y�`' �� Fr=J . 91�APM =r�1 + �``l
. . \
I _. , ., . ��2 5 14 4�eF
___...
��
�I � ACGESS 80X SHALL BE � "" � '�gyr� � '� �,
' .I
I CHRISTY G5 TRAFFIC VALVE si ACCc55 BOx " S+fi.57i�. � 93.2 FG �2��� � ,>T � I
\ - .�, , �.
� aox�o-s/s°�.�. x i2' gl �, �s�No�a> 12' i2' NOTES •� yy�
�I, - WITH G5C UO LABELEO 0.E�HOUi . '� . � \` `'�.h \� `1`+DECK N� `',�� I
S Ae'
3p• ' , � accESS eox A.3"dlameter dra�ns O 8'',, , �•,''�-r@w` ` aa.e Fc y � ,'�
�f--------------� SEWER'OR APPROVED `
(SEE NO'E B) .�. � `\ 1 '�9�J.�O �1 ���1'� �
i, EOUAL � „ ,� maximum center to ��'���y p� � .� e?•�, ., � , � I',
O ( I �E]CTENDABIE r ee Note D center. Exposed wall ,+ � �� 'fi,ku,�� a1 e�,.�� , ; � O • i „�
a�atw��F'R .. �`� � , ��� �, c � s �� i a ;�,'�. `� ' t ���'
���� drains shall be located �/,,,/// /
i � 3'above finished grade. � �.
f \_/ �\ 93.6 FG \i.. '.`, VEG',SIYAI.E_•,/ '•.�
�5 \ ` �\ . � ��.
j� ` _�w_ B.6"square aluminum or ��'. � �w�� . ---- �� uMiT o� "� •
C ... ��. �'��E�� �2 �-- CRADING .
L NOTES: .:, alvanized steal wire 1 4 . � �y z
. - „ . � . �� wQ
I F'. . . . �
_ � �,
v
� �r.
� 9 � , ,. ' �` r`-`�� \ \ � „` `�."c 'I c~.�
�. � _ tt_';
�2X :�:; "mesh hordwaro cloth. �1 - � . `.
. < '- �+
'j � A BACV(FLOW PROT�CiION DEVICE IS REDUIRED WHE"1 THE ELEVA710N OF 1HE IOWEST FINISHED FLOOR See Note A � :.;. minimum wire diometer �, � '• ' � �S� � �•"'� TTT���`� � �
/' �
Y,< � � �\� .\ �'"�w.5f� --� � l 6
i �_ , WITI+PLUTAOING IS LESS THAN 12"ABOVE THE NEAREST UPSTREAM NANHOLE OR FLUSHING INLEi. 3� .;�,,�' See Note 8 0.025�.Anchor firmly to `X;,���� ��� ��•.��\��t.., "`���\\'� �, \ �,92t5F1 I I a
-,. . �•�\ C 92.831'G '� �`i �
j bodcface. '- � . ; 1 ,�� � ��"3,. �� � ''• pS '� �
"� . 2.iHE CITY OF SARATOGA ONLY AL�OWS OPTiON 2(FLAPPER VALVE). ��: '� '`4 " `��,� y � � 924F1
- ,. Finished grad - ' - .
,': , ,/
See Note C C.i cubic foot pervioua � �'`� �: r� � � `p1Y�' . �_ `-. �� -\ ��� �� ��� I
� 3.ALL CLEANOUTS AND BACKFLOW DEVICES ARE TO 9E MAINTAINED BY PROPERTY ONMFR. • �: ,a � � �
� � .__i ."` r '� _` •
' Y ----� . .BW� _ ^�VEG SWAL£OS�O.S7G�/ ' �� •,�
badcfill mate�ial in a ._ , y- �7 S q( ,. • �-�_ ' �
'� 4.ALl 9ACKFLOW OEVICES ARE TO @E ACCESSIBLE FOR LATERAL SEWER MAINTENANCE.A MINIMUM r10fIWOVEf1 fllt8f fabrfc, ��� � \ ' �--._._•�_,_1-� -�- '
� . .� y � ..._.
.
� OF 2�CLEARANCE 8ET'NEEN KELLY VAI.VE nND ALl SiCES OF BOX�SHAIL BE PROV�DED. seeurely tied. j� �-� ��'��\�'��� r ��\� f�� {=N r °�'e, NkI ENO RW� - '\ 'h �/ �
,' �Cin� :� � -. �_...... ��`..`� � �` ,�. '�. � �iMl ,-i.�`S6&14 TW � i
'', \ 5 KELLY VALVE BOX COVER!S REQUIRED TO BE 12'BEIOW THE LOtNEST FINISHED FLQOR WITH PLUMBING. D.Pahous backfili ' _, " ,°c '�. `�, '., '�, - '�•e, I 1�
� material continuous - _._. , \�.;, ;.; \�...��.,`{=._\�, r �'�,� ��� � -.<. xY � � I � W
6.FOR(WTION 2 A PLACARD SHALL BE PLACED IN THE UPSTREAM CLERNOUT BOX CLO�EST TO THE _ \ \.,\ ` `, � j ,\ �%�y N�az���3��" _'^�`64BW OG ,\. \ a�
HOUSE WARNING THE PLUMBER OF THE EXTENOABLE BACKWATER YALVE �H DETAIL- DETA�E behind retafnfng wGll. � J i �
�; \ - fabric.securely tfed. '" � - -. . - 4 x�
_...� 4� .., ; `I\` ( ...` '���94.2� _ -�-- �
-..
......, Y��...� ?t::,.., >:,.
..` _
I'� _ ~ - �
... ._, ., �, �
- - - - - - -- - FlLE N , . ' -__,� ..... '
s�-z�e STANDARD BACKFLOW PROTECTION DEVICE INSTALLAl10N �T�I --- -- "- -- -- - � �. j �
- -- r �
, 5 101.0
, ` .
i� R Nae oo'w
� ,h- :, i
, V'
t ' .� oC I . I ' � o
` ' % EX HOIIE� ` z
OR.BY:HJ� DAlE06/iJ/OJ tlf.BY:OMT DATE:00/14%OJ APPROVED.BY. OATE:7�� ,':' I , :.�L1JlL1�LlL` - �I ,� <
�• T1Y N�99.8 .. _ i_'_ . � �.._ ,.,. .. �
F��1 --
95.7 FG ��� � � ��(N) 93.2 FG / 93.6 FG ���� �'�-9314 ��. �
LJNED DITCH(N) ._. _ -------.. FF=95.14- FF�gS.t
��57[y -- .,- - . SS MIN /p� .51j-MW ;1 ..
(SEE DETAII SMEET 1) / - --
FG SEC71�1_A-A 'EG$YYALE FC
SECTidi C-C p�4V,�
�� M �F�
� �8W N �92.7 -- -- /OG ?F��.!-4�u; oWC 5
!
EX RW T0� 57L�
BE REMOVEO
�EG SWALE
(SEE DETAII SHEET t)
Rw(H) �.e'
SEC110N E-E
NTS
APPLICANT: CHOPRA
A�7O1
OG 94.21 P � FF=94.8� �=9514 DECK(N) 929 FG p�
2%MIN 27i MIN Zx 94.84 G ��gs� %
... - - - -- - -. ..SXMIN__1__
FG� fC �
�..��"� � VEG SWALE
ROAD NAME : MOUNT CREST DRIVE
92.85 FC Ii���',.
.li FF�93.14^- .1- -
qTCH �93.1�� ..
RW - : `J�',,,. C/V\V �� �
VEG SWALE FG F� C1�� �
SECTION D-D � ?M �
� � _
CI TY FI LE N 0 :
APPLICANT: CHOPRA ROAD NAME : MOUNT CREST DRIVE CITY FILE NO :
EROSION CONTROL NOTES
1.1HIS PLAN IS INTENDED TO BE USED fOR INIERIN ER050N
ANO SEDIMENT CONTROI ONIY At�IS NOT TO BE USED FOR
FlNAL PLAN ELEVATIONS OR PERMANFNT IMPROVEMENTS.
THE COl1NTY INSPECTOR YAY REqIIRE INSTNIING ADOITONAL
EROSON CONTROI MEASURES WRING EMTNWORK OPE7tAllON.
2.ONNER/CONiRACTOR SHALL 8E RESPONSIBLE FOR
MONITORINC EROSION AND SEDIMENT CON7ROL MEASURES
PRIOR�DIMINC,AND AFTER STORM EVE?ITS.
].REASONABLE CARE SMALL BE TAICEN MHEN MAULING ANV
EARTI.SANO.GRAVEl,STONE.DEBPoS,PAPER OR ANY 07FIER
SUBSTANCE 04ER ANY PUBUC SIREET,ALLEY OR 7}iER PUBUC
PLACE SHOULD ANY B�OW,SPILL,OR TRACX OVER AND UPdJ
SND PUBUC OFt ADJACENT PRIVAIE PROERTY,IMMEDIATE
REYEDY SHALL OCCUR.
4.DUPoNG THE RAINY SEASON,ALL PAVED AREAS SHALL BE
KEPT CLEAR OF EARTH NAIERIAI AND DEBRIS. TNE 5TE
SHN1 BE MNNTAMIED SO AS TO MMNMI2E SEDIYENT LADEN
RUNOFF TO ANY STORM ORAINACE$YSTEM.INCLUDING ElUSTiNG
ORANIAGE SIYALES AND WATER COURSES.
S.CONiRACTOR SHALL PROVIDE DUST CONTROL AS REOUIRED
BY iHE APPROPRIAIE FEOERAt�STATE AND IOCAL ACENCY.
8.THE FAC�IT�S SH�MN ON TMIS PIAN ARE DESIGNED TO
CONIROL EROSION AND SEDIIIENT�URING 7HE RNNY SEASON.
OCTOBER 15'D APRIL 15. GRADINC OPQtA11diS DURING THE
RAINY SEASON WHICH LEAVE DfNUDED SLOPES SHALL BE
PROTECIID YNTM ER0510N CONiROI AffASURES IYtliEDIAIELY
FOLLONANC GRADING ON TN£SLOPES.
7.FlN19iED SLOPES ON 7HE SITE SHALL BE STABIUZEU USING
st�u+o s�w oR HmrtosEm rnFwn�n�s.
&UNFlIVISMED ROADWAY AREAS SHALL BE PROIECTED FROM
ER090N AS StWWN ON THE EROSION CONTRq.PIAN. HAV
BALE piECK DANS NILL BE REOUIRED ON ROADWAY SLOPES
S?EEPER iHAN FlVE PERCEMT.
' ��C-.�'i�-�8
�,� � - ,;�_ ,�'.�0/�-.2�, �1:�+1�"r 7
:.�r.. � �7 l�
k �,sg
�" ".A°: t^�d^.r't:.�
,, ..,,, �d 5 :n.a
a: ..z..KV.-._w,�-._K...,...., .�, -^.' -�. . . .._. ... .
Wood Stoke
Flbx Rok
Exaawted �
Moterld
9ope
�
u
�
sECnav
FlBER ROLLS
IN FURROWS
/�
PlywooC 4'x T
nn pdntsd MY+ite
II ���� I Black I�ttrs 0.5'
I � F�TM I ( 0.5'Laq eaews
I+I I
II I �4X4 Wood D�t
�L _ � I
I I /� /� I I y /�
u u
SIGN ELEVATION
PLAN
FlBER ROLLS
ROPE RESIRAINT METHOD
Th��pornry pulpm�nt vro�hMq ixHity algn shdl M t��tdled
rlthM 20 fNf of ths tsmparary eonart�
+ra�hou!facAlty.
PERSPECTiVE
FlBER ROLLS
ROPE RESTRAINT METHOD
Plaetk Iining
B�rm
OCr sIN.O.O
�Iw.-3.0
-��
���\�
SECTION A-A
2.5�
15'Mfn TYD
.. . ....—... i .. _.. _. f _..
Radc ba�e as 0.0
�� I - --��- ' '
f� � C� �--±
� � t:t .,,, '..
Edge of plartic ���
Ilning —�� �I� � �
��, � '
Nev.-3.0
Top of wt —� ! i . , �
' ��
��
�1
A i��
r�or p,c j
� ;
� I
! i�
D�aMage ditch �
Entry ramp
0.0
Q,
i�
� A
1
�'�
Gradlnq Conform
i�
/i / � // _ �
To�o/dop�
� 2.5 m NM �
PLAN
TEMPORARY EQUIPMENT WASHING FAqLJN
(8elow Grade)
I �
o,t�av Aose�uwv�n
Entry romP w�oRF CAIOE ACflDS n z�ap prp7fX
.r-�`
Eniry barm e1ey.+0.4
- - ,�,'P
��wr n
Rodc baq _
� � SECTION B-B ���f�
7
G
�
E o
r
Drafn inlat qrote
Dump straps(2�aM)
�� ————— �� Ufting loop�(2 wdi)
I� �I
�� ��
��
�� �� � Sedlmmt cantrd
�I I� fobrk bag
��
I� �I
�� �( Expaislon restraint
I� �I
I� � ��
�� �_ cac�n bo��
sECnoN
SEDII�IENT CON7ROL 8AG
DraMaqa dkct�
/
� �
s�rtwa u9E s�cS snaw euEs
�t 0/1AEA Afl°�MIfD IiFi/AaRS
LYIVJ)KA71/S�Li� M LYMN1t2l2E�'Iltll�:/C1
EO(AIitEJYI�rt�7/l e�9v AS�EIIM�iIFD.
1 /
/
STiFCY�Yqf7P/O MIL9J
M►EIIS f AEL[5S4RY
� �
`I l,�t''T� � I
,�� ��
� � �loll
� B " 'I B ,�O'I,�„�
(
�1
�A1[RS1]M RaCE
1o'IM�
P�AN
TEMPORARY
GRAVEL CONSTRUCTION
ENTRANCE/EXIT
�
!!'�wtt
�
��.
�. n�-�rvrn�'E sratt e£�w,vranvm av�canmmav rx�r uxc n�t�vr
7RIGY(ANG AQ fL�MAYC Q�9EZ7�7VT LW70 Pf/dUC R�CNT-OYr NGI1T TT+0'S AMY
R£G/MP£T17P A�E3SJriC�lrE7°NR AND/A4 CLf.1M0(/I A''�INY A�ASU/�LS USED
���
z xr,�x�Rr,�cts srwt e£
�������
n,�wr-a�rwr.
.x NF,IEN N(19M7NG/S R£ANNED.?SiNLL B£
oav�av�w u�sr��zm wrn��a
s�rrar ae�wks�w�n av�o
seQau�%�%i%bio cw.�%Q�S�c
Drafn inlet
Road�ray
Flber rdl•
roNa
FIAW
!� FLOW
_. '- -- - - - •�--
I �
Curb a diW ! i Sedknent contrd bog
, ! �—Catch baatn
SECTION A-A
�
IA
�l �r
� Fe.r rai.
______= r* �n -_=__-
L yJ �In inlM with
Curb w dike sediment contrd�ag
� Roodray
A
PLAN
7EMPORARY DRAINAGE INLET PROTECTION
For paved areas exposed to traffic
��'k
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W �
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� ci v�� �,��
'lf�F CAUF�
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W
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-
In th�S�nb Clan Va1Ny,storm d�ales flow
dir�edy w our loaal cr�sk�,�nd on Do Ssn
fr�ncisco Bay,wIM�o troatm�nt.
Storm w�Nr pollutlon u�soetous problem tor
wllCllf�d�p�nd�nt on our rst�rways and tor
the p�oplr who liv�naa�potlubd etraama o�
baylands.
Proper m�nagemertt of construetbn siba
nducas pollutlon alanillwntly.
This sh�st su�m�ritss th�"B�st Manag�msnt
Pnctic�s"(BMPs►for atorm w�t�r polluHon
r�v�nHOn.
THE CITY OF CUPERTINO
FOR STaRM WATER POLLUTION
PREVENTION 8 WATERCOURSE
PROTECTION:
Chapter 9.18
8.1�.040 Dischs�ir►to th�sbrm draln prah6itwl
It shal be unlawf�b discharge.a cause,aibw.or permit
to be disd�arged into any slam drain ar nahxal outlet or
channd aM weste,i�kxiing but not�eshicted to,sewage,
induslrial westes,petrdam produds,aoal t�r or any refuse
substanoe arising fom the maruEachxe of gas trom ooal or
pet�leum,chemicals.detergents,sdv�ents.pairts.
c`o_ntarttinate^d�o`r c�hl4aMinated swimming pod v�ater,pestiadas,
IIC���4 I�U°'��.
8.18�0T0 Aocidenf�d Discfiarye
a�pers«�s ar�ae�onry a,e�irect�r or wbic wo�CS by
telephane immedmtely upon accider�tally disd�ar�ng wastes to
eneble cardemieaw�s ro be taken by the Ciiy to minirrim
daRege to st«m ctains and the receiw�g watera This
notificaGm shaA 6e foAared,within ten(10)days of U�e date
of o�RencQ,�Y e deta�d wrRten staterr�ent deac�►rg the
CaUSes ot the aoCidertal discharge and the meas��res beirg
teken to preverrt turther ooasrenaes. Such notifi�dons wil nnt
relieve per�ons of Cabil�y tor violetions of t�is chapter Q fa arry
fines ir�posed on the dty on a000unt thereot under Sedion
13360 of the Cafiforria W ater CodQ or for violations af Sedio�
5650 of C�ifomia Fish andwAdlrfe Code,ar am other
appicable provisions or State or Federa��aws.
9.18220 Violaticn•
My peraon who viofates any provision d fhis Chapta sF�ai
be guiky of e misdemear►ar and upon oa'widion fhe�eof shall
be punished as prrn�ided in Chapter 1.12 ofthe CAy of
Cupertino Munidpal Code
Ctrapter 1.12:Genetal Perelty,Section 1.12.010,peragraph D.
��•:
Unless otheiwise spedf ied by Nsis oode�an
���,��,��+,��:
1. Afinerattoe�cceed$100forafiBtvidation
2. A fine not to exceed$200 tor a secand violatim
3. A fi ne rat to ex�eed S5Q0 for a th�c!violation of!�e
SafTB f�l�i@f Wltillfl Ql@ y@Bf.
8.18,240 Civfl perrrlt�l tar illidt disGNar�g�•
�Y Persw�wtw cf sd►a�ges poNutatrts,in viola6on of this
Chepter�bY the use d illicR aonnections shaN be aviAy 6able to
the Cily n a sun rat to�xaesd twerity�fiiw thou�and
cbllars psr day per violadon fa eaict�day in which su�h
VI0�8�Ot1 OOCUIS.
-FO�CQT1pICt8 OODE 18►1Q11�E BfCf 10 thB C�y Of
M�xilcipa�Cucle.
C u p�rtloo
BuflAfnp pspt.
�p�•177•�77i
�ublle Wotks D�pt:
!ii•7Tt-37Q♦
Santa Cla►�County
R�c cli� Notll�o:
r a
�00•6!J-N�♦
Mww.r ucswsste.oru
�vrr.r�cy,�l�aluft.eoie
Small Busla�ss ltazsrdou�W a�t�:
10!•If9•1�0•
Cupsrtl�o S�nitary 8�w�r Dlstt
40i-267•7071
9�nta Clar�Vallsy U�b�n Runoft
Pollution Pr�r�ntfon Prpm
eoo-�a�-x+ez
9t�b Oftic�of Em��y�ney
S�rvic�•
t-�00-�52•Tl6�(24 hrf)
R�port apllls to 91 i
General
Construction
and Site
Supervision
�m OralnPdWonMa�a
CamMictlonActl�ifas
CLn�6udim�in a cam�m sares d+b�
rdsOdWbrt M�IS�t+�rdw�ls 1M tlwr a
rM hbs qam o�w,41w,a twM ro.e s
dl�ct tr�pstm 1ac11 CedctaiUrr BW.
A��ODIIti{.'Lif.0Ilb�YpI11Y0�O�IIfOf
oprn�orda iw you n�y M n,fw�N1��o
�np��Awnn�nly d�q�e��/M Y�
iuhearra�a a rrpby�r.. .
i�1�iMld(�{
0 Kwp�ad�b�wsndsnus pooD
ha�ieepnppprllr.aar��ael.
O MMr.qdpa�t m�ry.
U aaw.mr.w w�aaawy as ro�h i,ee
❑ IW pmat�Aa�s ary Iom rerMn,»zm
daMS ardtl�aerp�clan�.
0 6r»dr�mMiJwwrdo�Rtlw�sw9�
orA�ct�ge b Mortn d4ri.
AJwnar PAnt�ro PIwoK Nofutlort
l�3�l�A4sca�osrdywAiq�aN�w
(ar dry www�r paiada To ia0uco s1
eiabe�plrt impatyvqsYrnn a plca
oMrwam aa�M oMtre dn oapn�uer
thebosianudSednarf ONirlMnuet
nwlatl�km I�sRqonal WwsOulity
Cartral9otA�a a etlssca
O ConRlMan�rmtdiuMloow+�pyar
Wr f�eddh�6 ece+eYOC)EY uwnD
b�msar InP�y v psnrna�t dAk�epe
Atr�r p aVlK wlxWr rouM 1M NM
ROdu7e 01ornM�r�nd v�bafet b�
wIMN app�apiaM.�`dneM d�e aeemx
l�hdeyovwqlqnss�drOaa�Awa
1Ae aA'�D��trahwaeDat tldes
wur w pu io ahre,r n.onren el v�
CarltllCVansia MdOnnloure�OmrCSdois
aEait the etornwelor�epwv�ats aid 9bf
an w�va.ielrioa us ef.apar r�a aon
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gule.aqllbrt are�anoo�a.mvar
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o w�+u�w.m..ada»rr+�.�c��w.
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ednrnuv.'ms dav+�led.s.r,w+x v�l
twe/fromaY9or6 a fbrmctsh irida,honred d
ner.e�sry.MaM+m�P wp�noll�iM.
J row�ofaM.nor�aar,aao.
ev.�oe.vl�s.ai�a a{pepe�e d,reuee a
pw�d�afi!reeh eroa
U wrou�UrYA�outwh.�-Qe+eK�„oR
u
onarrwreon r r��Carr�ueA a�s
d so/ar WrMrAan ereYrN rNh pia�
tlrtlr�pa errpa/Y�oab.8ekw t+int aw�
and teno»miMEkM'amwxfacertM dran b
alam dtins,aa�ks,adt�riek.
E1 KrVPoM�lrwa/rporAwRr.�.Pisce
VahGA ald I�C114H1�1lE��r r01f10tl1�
N�10�f1�Tt�INt.
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g�d��sor I�M enA�d1 PiMO�AuCs
(�epyda�q rrytt�Y n/�nr�r po�lla C
jOU 1111�INYYYR lMqM RIE{p�bkl�9!
Urt OOwt.
o cw...d n�i�fai.a�npw...aYce
Mp+bs Wx mR a ms v�lh frps a
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Mp�r.Nw cYr�aut�M+P�bY��9�
drn m tlistareKU�ai eAe.
O NoparbUtalwra�vNtivnflmnoans
M�ks nw pnhbibMs w n y�adwakrg
adec ClrcA(equeny kYlakt
r�a.Mrar�
0 Puc/aasoua Murtla�-rritwnm reete
rhen pu afrnrledde Es4iela ure�W�.
U MpO��rcm�M�IS.wnr�e.sPm�qa
ad�a mnoir,�1rM.�uv�+�M��.
tlqresa,tl�rae vgrerun.Pmer.iod�.aiC
�R1�ilfl�fM�Rll�flllMYh i JilCdl.
a�Oteit4 Ea1la�ss.andlNSa
�xd�oewwts.aata iio.
0�MpardNv�bsV'sP/M�MaBenakthol
cafd h welded mur baYlaen b o+
appr�i,l�IaM�la dpaesd das rr¢�Iws
wwu NwQbuY�Mrr��laa iearerrn
h tlseY�t a�sr�aeelcaMfamtd
Pr+allt
0 nae3umbtsdg.d+padbuMroDr�a
pu wl nasd b Wrn��!I!�pR Wr Ne 9te�e'c
(3B1l1lICmlbltbon I�CYJty SIO�'tiels Fevl�[d
yo�sta�Mldm flhl dYYwl�d s�a�ttlaY 6
rewsaaon.Hb�nrlimm Wec3ansdPam�
�a�.��,�.�dw���
Q7Yi01&MrG(1'hY alt�f wil QiO�ban�
cea d 1�.20051
Landscaping,
Garclening,
and Pool
Maintenance
LanOSe�/�y�fiard��Mabeanartt•
;J rrovct+actW�w+nerndscao►�umeter�a�s
kpn WndaN raie b/lornp t�pn unAer
twy�a c�cuna O��k sMeMq.
J aceawv��^V�^�a•cw,a�onprqKts
OuAa�Ory`wMhar.
CI Ua�rmparsry eMdi tlrM erdilchw ro
dlven funoll aw�y t'om fam anrn.
�]ProMct Nsn��Nn�w1M sanObaps.prn�4
IIIIeO baps,�6tr rttll�w w dhor aM+rrm
cama K
❑�I+(MWtb11MJr19MGCIbMbRIlO1yP0Yd1
a
cpmu�ta inyau
❑lta�Ds6U[iOba brtlixas�ana olhu
cMm W h Mdoo's m in a s�pd or s[orape
CiMn01
J lh�O„ticf0e�apnn9y.accorO�rp n
rtKlnwYb�u m tnC�abd.Hinrx emply
K
comanera.and ua�msa.r��asDioAUCt.
OMpaw d msd.emDb�nrrisre n Me
traen.ospaae d un�eo percaes ea
n�rallo�►Mate.
i.l In Cupaiaa.mYl�nb wMh curb�i6e�ncycbq
n
ean edba Invn.paMen�ndt�ee trrnou�ga In
ya.d.r«a arn.raiewaete w,e ae mxrc�aa
enA mmpw!�0 hy th�ciry��connUwc
RNMiMS fra ancoursg�tl la cc�Wri
yrd�at m•�Ne'ha�YMec.Or tata
yatlw�ale le a wMMi wMn�wi�bs
canDOlN.
J Lwdwpeeort'.ero�shawe
hM�elqpwp�aM prueap w��e
b�Y+dM11�M eompfp J�d
wub(Bfff Na.W�slana�nE
Z�nR�rRC.i�n0filaro�e nesresq
:]on�w ed,.u..ak.r,...+�a
n�strM�
Storm Draln i'ollutioa
{�undscsp{ny and
Swimmirp Pool M�inhn�nce
Mlny Ian4�WMQ�CqvMw axpose aaY�M
mcresao ne wkeMood tut earthena 8a�asi
cn�mkaa wr rua o�vao ne aro�m drMew d�rwq
?�alwi a wMn il r�n s.
l.i4fmi�y Oud wM�r mM�nNO ehhme ane
�p�n�y�p�Jp��IIO�WI rtavsf be
duchs'gs0lostam�OnrM Tt��ctam�cakaie
toiae b aw�k Me.
PooYFount�tNSp�llatnlenrrre�
�+�FPOO!!O/!�M
INMn Ma tme b dr�M�P��•�,a(�M^.
pNasa De sun t0 CM f�!PipRftno S�nllxy
Oistict DeMro You NeA brlw�KrpuiAeroe a�
NOw fM1 fMf�ibM,bidtibW pf�N�11Y0f1.�M
MrMAnG�POCiM clw�Kq wa�4 IwcA o�cld
Mq�).��R'11ifQf.'IIOW�d1d110 bR kOP��O rla NN/
f�.r�t�pK+M 0«�droupn�psM�n nose.
Hhh«�w,eb.r�ar ce Rorw�ee ey bcai
MAY1pflI�.
�`.7 tMr�r dNO�w9�Ood or�W rnla ro a
Nn�t or�lunn draMf:d1W�xp�bo�
Ynb�Y��MfGIM�OUI
iJ H pualbr.�rh�n�rnp�Y�Y,Dod or tY i rt
cMOrar a1s�P+r for�few seY+e�e rie�
�ecyc��eup wYtDy NMtinp it OnOw11Y
oeeo��wwuyb�w�.
U oo rot ur aoyp�ra�aMpaKar.
Cmtpi alpra�h d�ne a a��e�
o{Yl11rMHl.WCII i6�OQUm d�ORiMB
A/tr dwi�p
�J N�veltWnaMI1KMM��YS�tornp�•
•to�n anan.aM.�cw�ndp•�na
a�awmKxou4 aam Y�en aro a an xxe.
8nA pilAe t/19f 1�sdW+Y�10 f0�.CIMYDBe Of
swm dsomsc�ou.«m m M�Qart�ps.
O NIAr�Yna�VISWAN�rM.cas
Cup�eano S�MarY brirsNtlbna on
ascn�ryinatrMr o�caa�n a nnaewNer b
11N SYfliSy 6flME1
Earth-Movi ng
i�CtlVi�l@S
Storm Drain Pollutbn
from Es►th-Moving Activitias
Soil eicsvaYOn snd G�M7�siona k�oaen largs
amarrtf ol sal Ilwi c�1bw a bluw�skxm
df8M�6 MfIB�t hafldl8d iRillfW9fh'..SEdN710lks i�l fUnO(4
ain dog sbrtn drann enof�ar aqualic bfa.rnd
destoy ha0ileta in creekc�nO Ihe Bay.EfkCtYe
erosan conto�predwes reducs the amouM d rumN
(70tsYtg 9 S,b 9rW 4bw ihe flow�wlh chpdc d art6 tx
iw,qnsnad qrow,a waaces
Praclfcos Dudng ConswcHor►
U Rertwve eKrolmy vagelalbn omM when
abaduky necesswy Pl�nt twapo�vy
v�pst�lfo�for��on catiol on�opee a
wfiere con�lruaion is nd immedirtely pfenned.
;j prplpf qownNOpt dnwag� courses,
strwn�,aM stoRn�Yu wif�wetres.or
lemporary drainaqe awetee.Use check dwns ar
d�lct+es ro ONKt ru�olf arw�d uceavatlona.
Refet b the Reqonal VYater ow�y co�ad
Board'9 Fiason end SeUrment i.anfrof Freki
Merwal br propsr erosqn and seOxnxM oontd
measures
U Corar stoekpYas and e■��.s4�d soi with
�I.'CUfOd tlRpE W I�BliC 9179l11nA.
�����., , :;�-�--
.� ��- �
� � ��: �
��a�� _ �
�-� _ :;1
The pro .perty o�uvner and the c:or�traCtor share uttimat�e re.sponsibility for ,
the activ�es that occur on a construction site. You may be held respons�ble
for any environmentat damage caused by your subcantractors or employees.
Painting and
Application of
Solver�s and
/-11.i�1 Y G�7
Stonn O�atn Polution Mcm PairN�,
.40hNlid��111��M�IVdt
,N wra,wN+nr..ro.alMaero.m,rn
dllllMCYh tht YR t1mdJ b M�dlb In bCl/
aeM4 9on Ftavfoo 9aY�sd tM Phdt OCes'i
TwiG drnicdr msY CdM han na6d 4 l010
proOid�orfwmdsrsqrsi6�sanqs Pbrt
�NIDfi�l i10 wMtll�,7dh0lhr!!�tl CkY'hD INlfdi
flc�ld b�wcycNd wI+M po��A�,a da�m�d
0�110 Pe�M tl�M!mMNN hom tlariq
inb Maen OM�s�td wreowfn-
Harldfny PN/It AOdul�t
D ICNYa��4Wd P�F�ucb ud rNn
.+wr aw�nw wuw.sv.4 ane taa+
draY�
PatnYny�
0�Nv�e►�n tru�h�s a Hnw p�qt
CO�R7�1lR 4�W i 1f1lA.�11tK MOf�ll QOY4
fra�rb dah.m owl
O FarrarNastlp�Yqr.pMntauta�atrab
M�sa�t ponmh,ana rmr v10 an.+Me
�
aink QNr fi�4om b tM MrWay Yref
G fpfoY�O�MApWtf�piMOt�bnafrtbth�
�rinl posDl�ad�iu�Wh Uw�ar at
�oMrt.FwaiW nurf��rws�no�wr+�,
w1�N Do�M.DkP�M asCeM�qtYtb�ntl
rwld�.a hmdou�wfa
O VYtenVao�WYdf:�aYP�Yte�s.u�a
on�hw.np��no OroP cio4is m�be
dpi+Ml of M YMip�.
���,
PO%If f�lOVi�
�
l�]hl�[G�tsarWMatimmnoa�ga�da�
d�t atAppYp�nd w�d Ohetl�q may be
bMll:uP Of CDrW�d YI p1itK O[�C101hi e�ltl
depneaois trh
O CM�+n�pra rrpp�o wa�aw,ane rno►
ad dul M1om a�Mmp�YiY�ar pWts
oo�I�Mq 4�d m�¢uY a MO�RN�n mu�
br W po�ed d aa hardeus w�ta.Lsad
b�ed prnl miwd reWMr a e1�cMffied
arAradv
i7 when wppnq a aannp bwalap aewbn
MA�hi�prsln/��rilt.Naic Strm�ire.
Oteot waAw�Mr odo a dY!an�and ePade
nb�al.Or,chedc+M�Cuporlw Sailsy
DIYip to htl at a yau un mop ar�ta+um h�
w�1�wM�ddYyor d t Ma wolYry
ww�drMn.S�P�'V d tlr«w�w�t�mN
Ca nquied
❑1MrMv�r ho�Wi�YA YuMIY�N
�YVd�d OdOf�NR u�mAOn F1gti
w�w�'tad tMd.e�en A ptiM chps r+nd
pe�A Bdcr9 Ya�begn�fnppnp pu'f of
a..�a,�aore�e waro e�ne�+o�s,.r,waur
uMa trph p'eswe.bo P�t b kad by
rurg pant saepng�ro e kra�4em�wy
�Yalu�w Paps br sst+lec�tfid
�Y)
C]�hw K ba�t P�on ne e�IUng,a e trr
yd�t rM�PoiM�lor hrd.b1otR�lam
6ains.Uadc rh Gpatino SenA�y Dilnrl
b tlMOmrb MMhO y0u Rwy d�sdlspt wstr
p MO ea+rYry s¢wr.or M you nud ar�d it
dbae tu depoed s hrtrda�s waMe
����l�Jn10lDOq�0l1
U dsao..oe unw�+ed W�+d vrit n.rw:.
tdYwf��+l11NE d�Uiirg iid�a
RR�rrN�(a�IM�51nd1 Buns�e
N
�sm�.wa.�.a�zoa�sonr
❑tr wein m uppw.(Urnperre cans a pan�
mey W�OM to bs rs�rnud ChK1c YIUi W
vnoorrg�tdrp ta rouyoa�'n�Y.)
�7 DouYwaewPrrttwtf29�7�00iodmale.)
Roadwork Storm Drain Pollution
a n d from Roa dwork
P a v i n g R��Ua v�n y su rfac�ng,and pavement�e ni uve 1
haDOen r�gnt in the�treel where nwre are numerous
opportunitba tor aspnatt�5aw•cut siurry,a�
r.rcvra�+d material to ilbyaNy rn Y+r sbr•��tlrnms.
E�tra plemm�p�s required to rtoro anG tlupose of
Oensral Ausin�ss PracNc�s me[en�h properly ana guArd apa�nal poll�em ot
storm d�oina.aeska.artd tM Bay
U Oawe�op antl impleme�terosqMs�AIn��M
eontrol pl�nsfor roedway embsnkmanls
❑ Seneau�e e�cavalbn antl gratllnp rorK Ourinp
a.y we.me..
❑ Chea for and npalt IeakMy�aupintM.
n
U PeAorm myor�qutpm�nt r�ya�n ai
desipnsted areaa i�your mainlanance yaw,
where rJeanup�s easer.AvoW pertorming
eQwpmsM rep��r�et construclon sitaa.
U When N1uMng Or when venicleMQuipmenf
mamlenence muM De tlane on�Ae,tleaqnate a
loca6on awsylrom�[orm dreins and creaks
G1 Oo�ot uu df�s�l oll W lubrfeats uqwpm snt
parb or clean equipmant
� qecyel�ussd oil,concrote.OrotenaephNt
alc.wMnever poaslbls,or dnposs of prooarfy.
(www r ecyc fe atuN c om�or liat ol racyc Im g
companiee.)
Aephitt/Gonc�et�Rn»oval
Q Avo�d veating exc�sa dust when GrQak�ng�aplW it
w concreb.
0 Atter�reaking�p old pAvemeM,be wre ta
nmar�aN Munks asd pl�e�s Meke s�ra
or a�ea pav em ent a oes not oom s i n con�a
wrtA rai�fsl I o�runoff.
D W�en makir+g�aw eub,use ac ultla wabr as
pplaiple.$hovtl or vacuum saw-cW slurry an0
nmwe hOm Iha aila.GOVet w prolact ctorm
araxn inbts awb+q asw-cutling Sweep up.anA
pr�erly dnpaee of.an rosdues.
O Sweep,n�vN lro��dnwn�trNb lo ckan up
t�etkM Oirt Use a sYeet nweeper or vacuum
truCk,Do�ot dump vacuumed liquor in eto�m
d�0irre
OurinQ Constrt�etion
i� Aroid D+�inp awd a�al coatlnp In wet
wOAth�t.or whan ra�n�s toracaEl to prevsnt
FreM ma�riaro trom cortmctiny�atormwate�
runort
� CovMaad swl catc6 baab�and manhol�s
when applying aeal coat,sWrry see1.foq aeal,
or rm�lur malennla
❑ Pmhct d�inag�wsy�by�amy earM dikes
td�1d bBgY.Of Othar COht/Olf tV diveft oI V0p
anC tdfsr runoR
U Newer weah eKCes�moterw�from exposed-
�qynq�t�eon�nte w sim�iar trear+�ents into
,1 stnet Ot sbrtn Orain.CONed anA nqcle,n�
d ispose b d�rt a rea
❑ Cov�ratoekpY�f(asp�aM,sand,eu)a�a
olhar conetucbon materials with plasln:tarps.
Protectfrom rainlall end p�aventrunoK with
tempaa�y roofs or plastic SPeets a�tl berms
`� Park p�viny m achln��over C�ip pans or
absorDent maOB��a1(c�oth..raQa,etc)Io calth
drips whert no��n use
i� Clsrn upall�p�lsand leaksudng'dry"
methade(wilh aboorbe�tma0e�ials anola
raqel,ordig up,remove arsd propehy d�apose
ofCOnlamin�ted�od.
❑ CollactanA recyfaa oi epproprialeq n�spoce of
eMOasa ebres�ve gravut or sa�.??'
❑ A�wd over-applicaCOn hy wat�r Vuck�fo�Cus1
contra
Dewateri�g
Operations
Storm Drain Pollution
From Dewatering Activitiss
B�sun to aa�you�cilr's�Wim wrt�r MspecWr
at 40{-47T-l801 beforo dNeA�rpbg vr�br oo a
slres�,yutter,or stortn dram FiR�atan or Cwenwn
through p basin,tank,and xdmenl trap may be
•8
reQwreC. Reuee water(or Cu� conAOl.�rrigabon or
another on-s�le purpoae lo the 9reafest exlent
possibis.
Heavy
Equipm ent
Operation
Stormw�tar Pollution
[rom Heavy Equipm ent on
Const�uetlon Sites
Pvort�m a��la�.�etl voh�cles a���eavr
epuipmenl sha;�eaR tuet.uu.anl��rrteee cr
Ut�e�flu�AS�n iha Contifuclan cvtd a�e
com mon aou�ces nf atorm are�a coiwt�nn
prvveni np��in ano�.e+k�or�+o�at�n9
•QUipmenl from runo�!cnanne�c anU by
w�tcRmg tp�itok+and ol�er+ia�nfenorce
probtems.a,emove con���u:�ion iQu'D^�ani
from Ihe t�0!�s naan a6 pOSn.D��
Slfs Pl�nnln0 In�V/�v�ntlr•V�hiCla
N.�nnnant•
�o..�,�.�.e�.. a�. ,�.
♦�I+�n i +i��1�ebr�n Crl�n�i111r.I�e}�,�1'�
anO la�iun,a�ps�'inp ret,�e;��q na r ul�n•
Check forSedime�orTo�dc Pollutants •.F,�,...a.a�,om>��°.� „i...��e c�. .,�
ma.,c,w n ee�ns.e a neo.n a.n
C] CAack tor odars,discobn6on,or an oily�heen "���"
J r.,t,� .u.cn�cN., ..��r�4�i:,r��
onqroundwsles �.o.�•"�•�,::•���r�. •��,���•���,. •
U Ask you! city mapettor whethe� the �;•��••°'••'°�"���,�r�,"w�;��� � n.. .,.
va,n,e«,.�'o����n ,�u orr�.
groundwater muet be tested by a cbrt�tied �=a �'•' +
Ia00ratory. ;��:r�:,T .�n.a��a���.o'.�:.�. ,,:i,�a„ia-
C.00��nl4orOi��rllu�4�Jnfrt< •��riPV�wee
U D• ndm on Ihe tes� rotults. ou ma be •ro`���.u.�o�.�+n,a'�v..,��so^p.��>'�r�c^�
Ps 9 Y Y •�i •rt i�vwi.. � r.•si,c .
allowed to d�scnorqe Dumped g�oundwafer to A�oDa.�Y��6DOaet�• ,:�-e�,..«,� , ��.c�.
tl�e storm drein OR you may b�requirod to +^^' °"pD"ib1•�r f• •f
discharge to the sanitary aewer or colled and U o���o�•e�..�4���e���,�X.�..ou.om o^�
nau� ths water ofL�te fo� Keatrnenl and .�r o.,,d�•,,,a„�°"" a c
diaposal at an aDProprrate trestmont faeility u c o. ..,a..+e�r.n.n..�n�e��...�u; ,
u�iY�,0����Y�Q��P�n���l Ja.��c'�n•u�a
U When discharying to a storm tlrain,protect tl�e Spil1 Cl�anop
rnie�u4ing a barrier Of burVap bags+iqed w+th p cu�n uo.an����w.e�.��iy
tlra�n rock, or cover inlet with fllte� tabnc p N.,•,,,o..ro..-a���r a+.•m+���
anchored under[he grate. .m e..T a.�,..u��..*.�«a n��,��,...0�.�
u••a.�ou•.rr����eea iaeao�oene
mri.i,a�.c.��it�.r.,�,cro.racslnn.n.v��
posa�D••+�e oiooR,-Y e��aan..r.�.n ca�o.n 1
U Contsct Cupertlno Sanitary O�str�ct at 253-TO�t -,�.�,.•.
oriorlo dlstharging to iM sRmfary aewar ❑ n. .��p so�< e., �. + r
� h a'^n,na�t� 1,♦ r t w�
�xG '� , . .M..,,. .� o.
� d
t✓`!'rtl� �a�nar4+b�ra
�.
'/�/�� •//� �� , /�
- ��j ��i�/, 44 iy//') . r u ja�,o�o,+n
. . . . .., .. '� `+ {'J�� or r r sV�1 onu ���•/fa,�
__ .../ ..._.,...� �°,._
��.��.;;�,.�o��<..,.Pr,.
,,
•. . . . O tt��tAe�rp�f"�osoa��i�nirlc• �n�:•ra t��
n"�n /hJ+�tn anG na�e1Y.� p�rlY ur In•
ie1 ^ ��e.Yrr�y •nt ynu m.��i a��o •Oer��e�o ti,c
�v /,�.�Irr+ce o�tne�yen Se y.�e+
7-
__ M ..�._ , . :._.
.. �'�.'.�� ..'i�;T
Fresh Concrete DurirpConstructlon
i,� Om'1 mis up mor�t�ssh cn�nl�or c�munt
and Mortar �•�Y��."�,���."�"°��".,��
� D 6at u0 arM op�r�b�a�H mlxen o�farys w
�Ca W P�aNG AroP cbf�n
Application , Whe„�,.an.�9�P�,tr,d,:.aw��a�o�,a,.
c�a�ruclan WYfh/IM{OMO AIII If��t.�Ot
Storm Drain Pollution from
Frosh Concrete and MoRar
A ppl ication s
Fresh eo�erote and cement-related mortars
that wach in�o IakK.streams,or astuaries
are towc to fsh and tha aquat�c
env�ronment D'aposing ofthesQ matari�+s
to the storm drains or Crseks oan b�ock
storm drains.causes ssnoua D�ab�ems,and
is prohibited by hw.
Eorn Nr C��HwsY ormb tM st[eN or sbtm
dro m
:] Groexl sOd�atiens ol kean conc�na ena
mortK fro��tYet�N antl runatt unW Ine
mate�w�hfs tlr�ed
O Wash aown�ap�«I aponyat�cene�h
only wMn Ine wsaMrsbr can(1 I EDw a�b•
dirt rroe,(2)orMn onn�bermM surtace hom
whwh 11 Ca�be OumpeA antl d0u00C 1 0l
nropoM.oi(J!Ee racuumae tom a caichman�
croateE DY���ng a tform ara�n i�bl Ir
nxeseery.UrvM�unof(wrth Iempwury bcrms
M ake eun ruo eM Ooo e nn 1 t�a eh p utb re ar
sbrm ar,�na.
:7 Wl+an tt��kmp u0 V�vem�nl Oe�urs to Drck
up ett tne p�eceE end d40oN o�pnp�tly.
O�n�r�l Busin�ti Pnet(c�s Recyck r�p�cnw+ws ot eroke�coaae�e.sea
wwr.redu,-ewas�v.�S lor info on ncycNr�
:] wa�noucco�aetem�.areonMNda;ipnsleG
wuhout neas in your yar0,a+ny kom sb�m 0 N�w�pwy�+aele mnte.la7 D�sVase a�sn�a#
tlroins and walrrwry�.wMn tMa Weter wi�fbw� amounta ot e,rasf Cry cunerete..prout,and
�,nb a•v�np��nrY rasa pA n a dKt aroa.Let muta�,n It+e nef�.
.voler pa�cul�H t�rouq�saM and AisDosr ot (] Nev�r d�po�o�w�Mort Into tns sveet,
seMbe,harCanea anerals ra gaf0aye. aprm Or���s,Gter�age Oncnee,o�alreama
W nanavsr Ows�ak.ncyda+nM�ou!by
pum0��p back i�b T�xe�a for nues
7 W�ahoute�ub�onpAinero�s4iatdonol
NO
w lo stte�M o(dane.
J Alvrars�Mrt poth tlfrsnd MrN 111atHMb
und��cor�t,protttbdfrom��intNl and�unolt
�n0 away�rom dam dra�ne a waktrruar+
Prao�l Ory�nalnriala iro:n wm0.
,] Ee�ur�saas ot eun�en eKm tney nre opan.
B�sun�o kep r�nd-obwn camwtpowAar
ewsy!(rom s�w�ts,qutters.ttam erains
rain1a11,a�d runalf.
.� Oo nat uu dI�»Iluolas a lu6rk�nton
concrme brms.poN.or tqNen
Smal�Bus�ness
��
6M= ��y
O�f���i1�G(�
1fTaf127 f�10�15 Or 2jii pOlJl'1[�S
�If�aa�7a�����
ar�r @Iigid@ t0 Use tl�s progrdlil-
LAI��IV0��7JW
for a quote.
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Poyo�i.m Prcrrn�km Prug�un.
,�y1r C/�`�. �,�'
f� C��� I�YDAI'F:U1,1�1�,4NY'OIt
APPROVEO�l14-.� s►�rE: :
`���'--?-�-°-- , �2��� T MANAGEMENT PRACTICES ���� �� � ���! �
T,w.eo+�E.a6,z ,�enz f� �� C4 N ST R U CT I�N B E S DEPARTMENT OF PUBLIC WORKS
art�cror�oF Pusuc woRKs
APPLICANT: CHOPRA ROAD NAME : MOUNT CREST DRIVE CITY FILE NO :
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LEGEND dc ABBREVIATIONS t--
AB AOCREGATE BASE ELEV ELEVATION 4H MANHq.E SD STORM ORAM -----EASEMEN7 LINE ■ ItKET � 1ELEPHONE BO%
AC ASPNALT CONCRETE E1A ELECTRIC MEIER 1NN NMIMUM SOE STaRM DRAIN EASEt+ENT � AREA DRAIN '-��?�- JdNT POIE
AD AREA ORAMI EE((OH ELECtRIC Or4AHEI.D NdS NAIL AND 9LVER SE 3LOPE EASEMENT 0 BENCHMARK m.;o OR(tm.�ElOST1NG ElEVA110N _,., IELEV190N BOX
AE ANCHOR EASEMaT �; NTS NOT TO SCAI.E SNE SIOPE MAINIENNANCE EASEIdENT -�=�,ar-ElO5T1NC FENCE ... UCHIIHG z
BB BUBBIFR BOX � ��T��RGttOI�ND ��80UNDARY lEST PIT
EDCE OF PAVEM�IT OFI OVERMEM� SS SANITARY SEWERM7ERAL S �-`1...EbSTINO TREE TO BE REMOVED �'-.i, LION71N6 POLE ��
BWG BU�.lMNC EX E%ISiINO VEM 1 �, ���W� � ey�TARY SEMER EA�A�NT � CATCM BASIN j � `�-'��TOP OF FlLL
&JC BLOq( EVA VE}MCIE ACCE55 EASEMIENT P PA�E?AQIT FN/19H CR/�DE STA STAiION ��_l--� '�)0511NC TRQ.TO REMNN I LOW OdN1 �J_�pF FlLL
BSL BINLDNG SETBACK LJNE FC FACE OF q1RB � COBBLE ROCK ENERGY qSSIPATOR � 7pp pf'CUT
PAp PAD E1.EVAliON STD STANDARD dTY DET�IL �''.._�--FWND IRON PIPE AT PROPERTY CORNER Q MONUMENt NQL
BW BOTTOIA Oi WALL/9ACK OF WALK pp FOUNp PE PA7HWAY EASQ/ENT $W SpEWM.K Q CONCREIE _�_.`FlBER NOLLS �� ov�u+o�ow ar�cnar
CC dJitB R GUTIER FF FpWSFI 0.EYATId!OF SUBFLOOR PEE PEDESTRIAN EOUESiRIAN EASEMENT TB TOP OF BMM( TOE OF CUT
__'S5U'-EIOSIIPIC CONTOUN AFTER CRADIMG
ri CQIIERLINE FG GRWIO�1191 GRADE PE1tF PEAi0RA7ED TC TOP OF CURB � GAS METER F:'iy PCE BOX
CLF CHMN UNK FENCE FM FlfiE XYDRANT R WiOPERTY IJIVE TEAF TELIPORARY -'.SyO-�i1qNAL CROUND PRIOR TO(RADMIG ., ❑1 7TtEE NUM�F
CO SAMTARY SEWQt CLE/WOUT FL FIOW Ut� PP POWER POLE TOC TOP OF COVFR 100 DESIOI GRADE w GAS 4ALVE Q PqlUTWJSCONiROL MEASUNREA� m T-VAULT vf
CAP CU/�OPEMNC G CARAQE SLAB ELEVATtON/CAS UNE PROP PROPOSm 70E TOE OF BANK ^^•�.r CRADE TO DRANJ ----•.v--- UMI7Y:OU511N0 �
CONC CQICRElE GPE GFNFRAL PU�JC EASEMENT PSE PUBIlC SERNf:E fASEIAENT TO lOP OF fiRA7E 1� DOWNSPWT WT1 SPLASHBt.Od( (I GUY Pd.E * PRQECT SITE
CSD COUNIY STANDARD�ETNI GSB CflADING SETBApC PUE PUBUC UTIUTY EASQIQiT TPF 1REE PROTECTION FENCE � ORAWAGE QMTTER .. �ROCK REfA1NNG WALL -W-UTNJTY:PROVOSED OR I�W S
CVE CONSERVATION EASEAIENT CM GAS MEIER PVMT PAVEMENT TW TOP OF WALL t�v `---- GUY WIRE ANCHOR ��� ^N��VERTICAL SHORINO �
DE OR/UNAGE EMIT1IIt MP HI POINT P� �-�K���� � T�� �D D14ER90N VAL�E �RIGHT Of WAY
DI ORNNA(�tN1.ET INV INVERT R RAOWS � ����� ppAUTAGE�IRECrOq IXTENDIBE � H��P�T 54i WATER METFR
A C�# SANITARY SEWER CLEAN OUT MANHOLE
DS DOWN590UT 11P UP OF GUTIER RW RETAININC WALL W WATER � BACKWATER VALVE(SEE PRO�EC?NOTES) �b HYORANT.DQS1%�10 �; WATER VALVE
D1W DRIVEWAY LS UhNpSCd,pEp ARfA �M �� WCE 1MiE CIEARANCE EASEGENT � SANITMY SEWER MANHOLE
EA EASEMENT NAX MApMUM R/W Pof�1T OF WAY MLK WALKWAY ---`-•••-DRAINACE SWALE � HYDR�Nr PROPOSED � S1nRM ORAIN MANHd.E e MEART WA7ER TANK
WIA WAIER MEIER
WOE WRE OVERHANO EASEIENT � SUMP PUMP � �u' p
� WV WA1ER YALVE
a
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