HomeMy WebLinkAbout01-12-2022 Planning Commission Agenda PacketSaratoga Planning Commission Agenda – Page 1 of 4
SARATOGA PLANNING COMMISSION
REGULAR MEETING
JANUARY 12, 2022
7:00 P.M. - PLANNING COMMISSION REGULAR MEETING
This meeting will be entirely by teleconference and will be conducted in compliance with
Government Code section 54953(e) of the Ralph M. Brown Act allowing teleconferencing during
a proclaimed state of emergency when state or local officials have imposed or recommended
measures to promote social distancing.
The public will not be able to participate in the meeting in person. During the meeting the Chair
will explain the process for members of the public to be recognized to offer public comment.
Members of the public view and participate in the meeting by:
1. Using the Zoom website https://us02web.zoom.us/j/82652375945 App (Webinar ID 826
5237 5945) and using the tool to raise their hand in the Zoom platform when directed by the
Chair to speak on an agenda item; OR
2. Calling 1.669.900.6833 or 1.408.638.0968 and pressing *9 to raise their hand to speak on an
agenda item when directed by the Chair; OR
3. Viewing the meeting on Saratoga Community Access Television Channel 15 (Comcast
Channel 15, AT&T UVerse Channel 99) and calling 1.669.900.6833 or 1.408.638.0968 and
pressing *9 to raise their hand to speak on an agenda item when directed by the Chair; OR
4. Viewing online at http://saratoga.granicus.com/MediaPlayer.php?publish_id=2 and calling
1.669.900.6833 or 1.408.638.0968 and pressing *9 to raise their hand to speak on an agenda
item when directed by the Chair.
Members of the public can send written comments to the Commission prior to the meeting by
commenting online at www.saratoga.ca.us/pc prior to the start of the meeting. These emails will
be provided to the members of the Commission and will become part of the official record of the
meeting.
ROLL CALL
APPROVAL OF MINUTES
Action Minutes from the Planning Commission Meeting of December 8, 2021.
Recommended Action:
Approve Minutes of December 8, 2021 Planning Commission Meeting.
12082021 Minutes - Draft
ORAL COMMUNICATIONS ON NON-AGENDIZED ITEMS
Any member of the public will be allowed to address the Planning Commission for up to three
(3) minutes on matters not on this agenda. This law generally prohibits the Planning
Saratoga Planning Commission Agenda – Page 2 of 4
Commission from discussing or taking action on such items. However, the Planning Commission
may instruct staff accordingly regarding Oral Communications.
REPORT ON APPEAL RIGHTS
If you wish to appeal any decision on this Agenda, you may file an Appeal Application with the
City Clerk within fifteen (15) calendar days of the date of the decision.
1. NEW BUSINESS
2. PUBLIC HEARING
Applicants and/or their representatives have a total of ten (10) minutes maximum for
opening statements. All interested persons may appear and be heard during this meeting
regarding the items on this agenda. If items on this agenda are challenged in court,
members of the public may be limited to raising only issues raised at the Public Hearing or
in written correspondence delivered to the Planning Commission at, or prior to the close of
the Public Hearing. Members of the public may comment on any item for up to three (3)
minutes. Applicants and/or their representatives have a total of five (5) minutes maximum
for closing statements.
2.1 Application PDR21-0014; 20896 Fourth Street (503-26-004); Jason Mundy
(Applicant) – The applicant is requesting Design Review approval to remodel an existing
2,442 square foot one story single-family residence. The project would include remodeling
the first floor for a total square footage of 2,804 square feet and the addition of a new 553
square foot second story for a total project square footage of 3,358 square feet. No protected
trees are proposed for removal. The site is zoned R-1-10,000 with a General Plan Designation
of Medium Density Residential (M-10). Staff Contact: Christopher Riordan (408) 868-1235
or criordan@saratoga.ca.us.
Recommended Action:
Adopt Resolution No. 22-003 approving the project subject to conditions of approval included
in Attachment 1.
Staff Report
Attachment 1 - Resolution No. 22-0003
Attachment 2 - Neighbor Comment Forms
Attachment 3 - Story Pole Certification
Attachment 4 - Materials Board
Attachment 5 - Project Plans
2.2 Application PDR21-0008/ARB21-0034; 13514 Hammons Avenue (393-34-009;
Tom Sloan, AIA (Applicant) – The applicant is requesting Design Review approval for a
project which would include removal of an existing 3,972 square foot one story single-family
residence and the construction of a new 4,206 square foot one story single-family residence
with an overall height of 25’-10”. Two protected trees are proposed for removal which include
an apple tree and a Japanese maple. The site is zoned R-1-10,000 with a General Plan
Designation of Medium Density Residential (M-10). Staff Contact: Christopher Riordan (408)
868-1235 or criordan@saratoga.ca.us.
Recommended Action:
Adopt Resolution No. 22-001 approving the project subject to conditions of approval included
in Attachment 1.
Staff Report
Saratoga Planning Commission Agenda – Page 3 of 4
Attachment 1 - Resolution No. 22-001
Attachment 2 - Arborist Report
Attachment 3 - Neighbor Notification Forms
Attachment 4 - Story Pole Certification
Attachment 5 - Materials Board
Attachment 6 - Project Plans
Supplemental Memo No. 1
Supplemental Memo No. 2
2.3 Application PDR21-0033; 12531 Paseo Cerro (386-11-031; Thanh Truong
(Applicant) – The applicant is requesting Planning Commission Design Review approval to
modify a previously approved Administrative Design Review application (ADR19-0011) to
construct a new 3,162 square foot one story single-family residence with an overall height of
17’-11”. The proposed modifications would increase the overall height of the residence to
22’-11”. The project also includes the conversion of an existing 375 square feet
nonconforming detached garage to an accessory dwelling unit without an increase in the
nonconformity of the structure. The site is zoned R-1-10,000 with a General Plan Designation
of Medium Density Residential (M-10). Staff Contact: Christopher Riordan (408) 868-1235
or criordan@saratoga.ca.us.
Recommended Action:
Adopt Resolution No. 22-002 approving the project subject to conditions of approval included
in Attachment 1.
Staff Report
Attachment 1 - Resolution No. 22-002
Attachment 2 - Colors and Materials Board
Attachment 3 - Public Comment
Attachment 4 - Site Development Plans
Supplemental Memo No. 1
3. DIRECTOR ITEMS
4. COMMISSION ITEMS
5. ADJOURNMENT
CERTIFICATE OF POSTING OF THE AGENDA, DISTRIBUTION OF THE AGENDA
PACKET, COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT
I, Frances Reed, Administrative Analyst for the City of Saratoga, declare that the foregoing agenda
for the meeting of the Planning Commission was posted and available for review on January 6,
2022 at the City of Saratoga, 13777 Fruitvale Avenue, Saratoga, California and on the City's
website at www.saratoga.ca.us.
Signed this 6th day of January 2022 at Saratoga, California.
Frances Reed, Administrative Analyst.
In accordance with the Ralph M. Brown Act, copies of the staff reports and other materials
provided to the Planning Commission by City staff in connection with this agenda, copies of
materials distributed to the Planning Commission concurrently with the posting of the agenda,
and materials distributed to the Planning Commission by staff after the posting of the agenda are
Saratoga Planning Commission Agenda – Page 4 of 4
available on the City Website at www.saratoga.ca.us or available at 13777 Fruitvale Avenue,
Saratoga, CA 95070.
In Compliance with the Americans with Disabilities Act, if you need assistance to participate in
this meeting, please contact the City Clerk at bavrit@saratoga.ca.us or calling 408.868.1216 as
soon as possible before the meeting. The City will use its best efforts to provide reasonable
accommodations to provide as much accessibility as possible while also maintaining public safety.
[28 CFR 35.102-35.104 ADA title II]
Saratoga Planning Commission Draft Minutes – Page 1 of 2
DRAFT MINUTES
WEDNESDAY DECEMBER 8, 2021
SARATOGA PLANNING COMMISSION REGULAR MEETING
Chair Kausar called the virtual Regular Meeting to order at 7:00 p.m. via teleconferencing through
Zoom. Prior to Roll Call, the Chair and Community Development Director explained that the
Planning Commission meeting was conducted pursuant to Government Code section 54953(e) of
the Ralph M. Brown Act allowing teleconferencing during a proclaimed state of emergency when
state or local officials have imposed or recommended measures to promote social distancing. The
Planning Commission met all the applicable notice requirements and the public is welcome to
participate in this meeting. Information on how the public can observe the meeting and provide
public comment was also shared. Additionally, the Chair explained that votes would be taken
through roll call.
ROLL CALL
PRESENT: Chair Anjali Kausar, Vice Chair Herman Zheng, Commissioners Sunil
Ahuja, Clinton Brownley, Jojo Choi and Razi Mohiuddin
ABSENT: None
ALSO
PRESENT:
Debbie Pedro, Community Development Director
Christopher Riordan, Senior Planner
APPROVAL OF MINUTES
Action Minutes from the Regular Planning Commission Meeting of November 10, 2021.
Recommended Action:
Approve Minutes of Regular Planning Commission Meeting of November 10, 2021.
AHUJA/CHOI MOVED TO APPROVE THE MINUTES OF THE NOVEMBER 10, 2021
MEETING. MOTION PASSED. AYES: AHUJA, BROWNLEY, CHOI, KAUSAR,
MOHIUDDIN, ZHENG. NOES: NONE. ABSENT: NONE. ABSTAIN: NONE.
ORAL COMMUNICATIONS ON NON-AGENDIZED ITEMS: NONE
REPORT ON APPEAL RIGHTS
1. NEW BUSINESS - NONE
2. PUBLIC HEARING
2.1 Application PDR21-0015/ARB21-0082; 12470 Paseo Cerro (386-46-015); Anat
Shmariahu (Applicant) – The applicant is requesting Design Review approval for an addition
to an existing 1,584 square foot one-story single-family residence which will include a 1,606
square foot first floor addition and a 239 square feet second story addition. No protected trees
are proposed for removal. The site is zoned R-1-10,000 with a General Plan Designation of
Medium Density Residential (M-10). Staff Contact: Christopher Riordan (408) 868-1235 or
criordan@saratoga.ca.us.
4
Saratoga Planning Commission Draft Minutes – Page 2 of 2
Recommended Action:
Adopt Resolution No. 21-023 denying the application for Design Review as staff is unable to
make all the required design review findings to recommend approval of the project.
AHUJA/MOHIUDDIN MOVED TO CONTINUE THE ITEM TO A DATE UNCERTAIN TO
ALLOW THE APPLICANT TO REVISE THE PROJECT TO BETTER MEET DESIGN
REQUIREMENTS. MOTION PASSED. AYES: AHUJA, BROWNLEY, CHOI, KAUSAR,
MOHIUDDIN, ZHENG. NOES: NONE. ABSENT: NONE. ABSTAIN: NONE.
3. DIRECTOR ITEMS
Director Pedro announced that at the December 1, 2021 City Council meeting, Tina Walia was
voted Mayor and Kookie Fitzsimmons voted as Vice Mayor.
4. COMMISSION ITEMS
Commissioner Choi reminded everyone that the Council/Commission joint meeting is
Tuesday, December 14th.
Commissioner Ahuja expressed frustration with the State’s Housing Policies.
Chair Kausar thanked that Commissioners for their hard work throughout the community
meetings and on the Housing Element.
5. ADJOURNMENT
CHOI/MOHIUDDIN Moved to adjourn the meeting at 8:30 PM.
Minutes respectfully submitted:
Frances Reed, Administrative Analyst
City of Saratoga
5
REPORT TO THE
PLANNING COMMISSION
20896 Fourth Street
Meeting Date: January 12, 2022
Application: PDR21-0014
Address/APN: 20896 Fourth Street / 503-26-004
Applicant / Property Owner: Jason Mundy / Karthik & Kiruthiga Ganesan
From: Debbie Pedro, Community Development Director
Report Prepared By: Christopher Riordan, Senior Planner
6
Report to the Planning Commission
20896 Fourth Street – Application #PDR21-0014
January 12, 2022
Page | 2
PROJECT DESCRIPTION
The applicant is requesting Design Review approval to remodel an existing 2,442 square foot one
story single-family residence. The project would include remodeling the first floor for a total square
footage of 2,804 square feet and the addition of a new 553 square foot second story for a total
project square footage of 3,358 square feet. No protected trees are proposed for removal.
STAFF RECOMMENDATION
Adopt Resolution No. 22-003 approving the project subject to conditions of approval included in
Attachment 1.
Pursuant to City Code Section 15-45.060(a)(3), approval by the Planning Commission is required as
the project includes a second story addition.
PROJECT DATA
Gross/Net Site Area: 10,507 sq. ft. gross/net (.23 acres)
Average Site Slope: 9.7%
General Plan Designation: M-10 (Medium Density Residential)
Zoning: R-1-10,000
Proposed Allowed/Required
Site Coverage
Residence
Driveway
Driveway/Walks
Total Proposed Site Coverage
3,457 sq. ft.
645 sq. ft.
957 sq. ft.
5,059 sq. ft. (48%)
6,304 sq. ft.
(60%)
Floor Area
First Floor
Second Floor
Enclosed Balcony
Garage
Total Proposed Floor Area
2,264.1 sq. ft.
533.4 sq. ft.
20.2 sq. ft.
540.6 sq. ft.
3358.6 sq. ft.
3,370 sq. ft.
Height 24.32’ 26’
Setbacks
Front:
Left (Interior):
Right (Exterior):
Rear:
1st Floor 2nd Floor
25’ 42’
8’- 10” 14’- 5”
12’* 43’- 3”
51’- 12” 64’- 4”
1st Floor 2nd Floor
25’ 25’
7’-6” 12’-6”
15’ 20’
10’ 10’
Grading Cut
20 CY
Fill
24 CY
Export
0
No grading limit in the
R-1-10,000 zoning district
*Existing structure has nonconforming exterior side setback
SITE CHARACTERISTICS AND PROJECT DESCRIPTION
The project site is a corner lot located at 20896 Fourth Street at its intersection with Canyon
View Drive in the R-1-10,000 zoning district. The site is bordered to the north and east by
7
Report to the Planning Commission
20896 Fourth Street – Application #PDR21-0014
January 12, 2022
Page | 3
existing two-story residences and bordered by public streets on the other two side sides – Fourth
Street to the north and Canyon View Drive to the west. Existing structures on site include a
1,900 square feet one-story single-family residence, an attached 542 square feet garage, and two
sheds totaling 512 square feet. Existing redwood and oak trees are located at the rear of the site.
The site is not located in a geologic unstable area as depicted on the City’s Ground Movement
Potential Map.
Project Description
Architecture/Design
The project will include remodeling the existing first floor and the construction of a 398 square foot
first story addition. The remodeled area and addition will include a family room, master bedroom, a
sunroom, and a covered patio. The covered patio is not enclosed and is not considered floor area. A
553 square foot second story addition will include two bedrooms. A second story covered balcony
will be located above the garage. Approximately 20 square feet of the balcony is enclosed and is
considered floor area – the remainder of the balcony is unenclosed and is not included in the
projects overall floor area. The existing front entrance will be remodeled and expanded in size. The
two existing sheds will be removed. The total floor area of the project will be 3,358 square feet. No
basement is proposed.
The site is a corner lot with a required exterior setback of 15 feet. The existing residence has a
nonconforming existing exterior setback of 12 feet. The project is not considered a demolition and
because the portion of the residence that encroaches into the exterior setback area is to remain, the
nonconforming setback is not required to be corrected.
Exterior materials and colors will include grey colored asphalt shingles, white colored stucco, and
cream-colored travertine tile for the exterior of the front entry. The front door will be black colored
metal and the garage door will have a simulated wood appearance with a walnut finish. Exterior
window will be white colored vinyl clad.
The applicant has provided a color and materials board, which will be available for review at the
site visit (Attachment 5). Below is a list of the proposed exterior materials.
Detail Colors and Materials
Exterior White Colored Stucco
Windows / Trim White colored windows and trim / cream colored travertine tile for
the entrance.
Roof Gray Colored Asphalt Shingles
Trees
City Arborist review was not required at the location of the project will not impact existing
protected trees.
Landscaping
The existing driveway and front yard landscaping which includes grass, shrubs, and decorative
gravel is to remain.
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Report to the Planning Commission
20896 Fourth Street – Application #PDR21-0014
January 12, 2022
Page | 4
Geotechnical Review
This project is not located in a geo hazard zone. Geotechnical review was not required.
FINDINGS
Design Review
The findings required for issuance of a Design Review Approval pursuant to City Code Section
Article 15-45.080 are set forth below and the Applicant has met the burden of proof to support
making all of those required findings:
a. Site development follows the natural contours of the site, minimizes grading, and is
appropriate given the property’s natural constraints. This finding may be made in the
affirmative in that the project minimizes changes to the contours of the site. Grading will be
limited to leveling the site to reshape and increase the size of the building pad and
contouring the site to direct stormwater to landscaped areas. Grading is minimized as the
existing structure will remain and grading of the site will be limited to creating and leveling
a new building pad for the addition which is at the same finished floor level as the existing
house.
b. All protected trees shall be preserved, as provided in Article 15-50 (Tree Regulations). If
constraints exist on the property, the number of protected trees, heritage trees, and native
trees approved for removal shall be reduced to an absolute minimum. Removal of any
smaller oak trees deemed to be in good health by the City Arborist shall be minimized
using the criteria set forth in Section 15-50.080. This finding can be made in the
affirmative in that no trees are proposed for removal and no protected trees will be impacted
by the project.
c. The height of the structure, its location on the site, and its architectural elements are
designed to avoid unreasonable impacts to the privacy of adjoining properties and to
community viewsheds. This finding can be made in the affirmative in that the second story
windows facing the adjacent neighbors are relatively small in size with elevated sill heights
and the second story balcony is located at the front of the residence to minimize privacy
impacts to the adjacent neighbor’s side and rear yard areas. There are no identified
community viewsheds in the vicinity of the project.
d. The overall mass and height of the structure, and its architectural elements are in scale
with the structure itself and with the neighborhood. This finding can be made in the
affirmative in the project is a two-story residence in a neighborhood with both one and two-
story structures. The architectural elements are in scale with the structure and the varying
roof heights and projections help to reduce the perception of mass.
e. The landscape design minimizes hardscape in the front setback area and contains
elements that are complementary to the neighborhood streetscape. This finding can be
made in the affirmative in that the existing concrete driveway and brick pedestrian pathway
will remain – additional hardscape in the front setback area is not proposed. The existing
will be complimentary to the neighborhood streetscape.
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Report to the Planning Commission
20896 Fourth Street – Application #PDR21-0014
January 12, 2022
Page | 5
f. Development of the site does not unreasonably impair the ability of adjoining properties
to utilize solar energy. This finding can be made in the affirmative in that the development
will not unreasonably impair the ability of adjoining properties to utilize solar energy as the
tallest elements of the structure are setback from the nearest property line to minimize
shadowing. With the exception of the exterior side setbacks, the project meets or exceeds
required setbacks. The orientation of the sun with respect to the location and shape of the
project will not cast shadows on adjoining properties.
g. The design of the structure and the site development plan is consistent with the
Residential Design Handbook, pursuant to Section 15-45.055. This finding can be made in
the affirmative because the proposed project incorporates applicable design policies and
techniques from the Residential Design Handbook. The overall mass and height of the
structure are in scale with the neighborhood; the structure is set back in proportion to the
size and shape of the lot; site development follows contours and is appropriate given the
property’s natural constraints. In addition, the proposed materials, colors, and details
enhance the architecture in a well-composed, understated manner.
h. On hillside lots, the location and the design of the structure avoid unreasonable impacts
to ridgelines, significant hillside features, community viewsheds, and is in compliance
with Section 15-13.100. This finding is not applicable to the project as the site is not
considered a hillside lot as the average slope is less than 10% nor will it affect any
significant hillside feature or community viewshed.
Neighbor Notification and Correspondence
The applicant contacted or attempted to contact 12 adjacent property owners and was able to obtain
six completed neighbor comments forms of which none had any protect related comments. Copies
of the neighbor comment forms are included as Attachment #2.
The Community Development Department mailed public notices to property owners within 500 feet
of the site. In addition, the public hearing notice and description of the project was published in the
Saratoga News.
ENVIRONMENTAL DETERMINATION
The project is Categorically Exempt from the Environmental Quality Act (CEQA) pursuant Section
15303, “New Construction or Conversion of Small Structures”, Class 3 (a) of the Public Resources
Code (CEQA). This exemption allows for the construction of three single-family residences in a
residential area. The project, as proposed, is for the construction of a new residence in a suburban,
residential area.
ATTACHMENTS
1. Resolution No. 22-003
2. Neighbor Comments
3. Story Pole Certification
4. Materials Board
5. Project Plans
10
RESOLUTION NO: 22-003
A RESOLUTION OF THE CITY OF SARATOGA PLANNING COMMISSION
APPROVING DESIGN REVIEW PDR21-0014
20896 FOURTH STREET (APN 503-26-004)
WHEREAS, on July 8, 2021, an application was submitted by Jason Mundy of Mundy
Creative Services (applicant) on behalf of Karthik & Kiruthiga Ganesan (property owners)
requesting Design Review approval to remodel an existing 2,442 square foot one story single-
family residence. The project would include remodeling the first floor for a total square footage of
2,804 square feet and the addition of a new 553 square foot second story for a total project square
footage of 3,358 square feet. No protected trees are proposed for removal. The site is located within
the R-1-10,000 zoning district.
WHEREAS, the Community Development Department completed an environmental
assessment for the project in accordance with the California Environmental Quality Act (CEQA)
and recommends that the Planning Commission determine this project Categorically Exempt.
WHEREAS, on January 12, 2022, the Planning Commission held a duly noticed public
hearing on the subject application, and considered evidence presented by City Staff, the applicant,
and other interested parties.
NOW THEREFORE, the Planning Commission of the City of Saratoga hereby finds,
determines and resolves as follows:
Section 1: The recitals set forth above are true and correct and incorporated herein by
reference.
Section 2: The project is Categorically Exempt from the Environmental Quality Act
(CEQA) pursuant Section 15303, “New Construction or Conversion of Small Structures”, Class
3(a) of the Public Resources Code (CEQA). This exemption allows for the construction of a single-
family residence and small structures in a residential area.
Section 3: The proposed residence is consistent with the following Saratoga General Plan
Policies: Land Use Goal 13 which provides that the City shall use the Design Review process to
assure that the new construction and major additions thereto are compatible with the site and the
adjacent surroundings; Safety Element Site and Drainage Policy 3 which provides that the City shall
require that landscaping and site drainage plans be submitted and approved during Design Review
for a residence prior to issuance of permits; and Conservation Element Policy 6.0 which provides
that the City shall protect the existing rural atmosphere of Saratoga by carefully considering the
visual impact of new development.
Section 4: The proposed residence is consistent with the Saratoga City Code in that the
design and improvements are consistent with the design review findings. The overall mass and
height of the structure are in scale with the neighborhood; the structure is set back in proportion to
the size and shape of the lot; site development follows contours and is appropriate given the
property’s natural constraints; the porch and entry are in scale with other structures in the
11
20896 Fourth Street
Application # PDR21-0014
October 13, 2021
Resolution #21-016
Page | 2
neighborhood. In addition, the proposed materials, colors, and details enhance the architecture in a
well-composed, understated manner.
Section 6: The City of Saratoga Planning Commission hereby approves PDR21-0014 for
20896 Fourth Street Avenue (APN 503-26-004), subject to the Findings, and Conditions of
Approval attached hereto as Exhibit 1.
PASSED AND ADOPTED by the City of Saratoga Planning Commission on this 12th day of
January 2022 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
____________________________
Anjali Kausar
Chair, Planning Commission
12
20896 Fourth Street
Application # PDR21-0014
October 13, 2021
Resolution #21-016
Page | 3
Exhibit 1
CONDITIONS OF APPROVAL
PDR21-0014
20896 FOURTH STREET
(APN 503-26-004
GENERAL
1. All conditions below which are identified as permanent or for which an alternative period of
time for applicability is specified shall run with the land and apply to the landowner’s
successors in interest for such time period. No zoning clearance, or demolition, grading for this
project shall be issued until proof is filed with the city that a certificate of approval documenting
all applicable permanent or other term-specified conditions has been recorded by the applicant
with the Santa Clara County Recorder’s office in form and content to the Community
Development Director. If a condition is not “Permanent” or does not have a term specified, it
shall remain in effect until the issuance by the City of Saratoga of a Certificate of Occupancy or
its equivalent.
2. The Owner and Applicant will be mailed a statement after the time the Resolution granting this
approval is duly executed, containing a statement of all amounts due to the City in connection
with this application, including all consultant fees (collectively “processing fees”). This
approval or permit shall expire sixty (60) days after the date said notice is mailed if all
processing fees contained in the notice have not been paid in full. No Zoning Clearance or
Demolition, Grading, or Building Permit may be issued until the City certifies that all
processing fees have been paid in full (and, for deposit accounts, a surplus balance of $500 is
maintained).
3. The Project shall maintain compliance with all applicable regulations of the State, County, City
and/or other governmental agencies having jurisdiction including, without limitation, the
requirements of the Saratoga City Code incorporated herein by this reference.
4. As a condition of this Approval, Owner and Applicant hereby agree to defend, indemnify, and
hold the City and its officers, officials, boards, commissions, employees, agents and volunteers
harmless from and against:
a. any and all claims, actions or proceedings to attack, set aside, void or annul any action
on the subject application, or any of the proceedings, acts or determinations taken, done
or made prior to said action; and
b. any and all claims, demands, actions, expenses or liabilities arising from or in any
manner relating to the performance of such construction, installation, alteration or
grading work by the Owner and/or Applicant, their successors, or by any person acting
on their behalf.
13
20896 Fourth Street
Application # PDR21-0014
October 13, 2021
Resolution #21-016
Page | 4
In addition, prior to any Zoning Clearance, Owner and Applicant shall execute a separate
agreement containing the details of this required Agreement to Indemnify, Hold Harmless and
Defend, which shall be subject to prior approval as to form and content by the City Attorney.
COMMUNITY DEVELOPMENT DEPARTMENT
5. The owner/applicant shall comply with all City requirements regarding drainage, including but
not limited to complying with the city approved Stormwater management plan. The project shall
retain and/or detain any increase in design flow from the site, that is created by the proposed
construction and grading project, such that adjacent down slope properties will not be negatively
impacted by any increase in flow. Design must follow the current Santa Clara County Drainage
Manual method criteria, as required by the building department. Retention/detention element
design must follow the Drainage Manual guidelines, as required by the building department.
6. The development shall be located and constructed to include those features, and only those
features, as shown on the Approved Development Plans. All proposed changes to the approved
plans must be submitted in writing with plans showing the changes, including a clouded set of
plans highlighting the changes. Such changes shall be subject to approval in accordance with
City Code.
7. Prior to issuance of Building Permits, the applicant shall submit for staff approval, a Lighting
Plan for the home’s exterior and landscaped areas. Proposed exterior lighting shall be limited to
full cut-off & shielded fixtures with downward directed illumination so as not to shine on
adjacent properties or public right-of-way. All proposed exterior lighting shall be designed to
limit illumination to the site and avoid creating glare impacts to surrounding properties.
8. To comply with standards that minimize impacts to the neighborhood during site preparation
and construction, the applicant shall comply with City Code Sections 7-30.060 and 16-75.050,
with respect to noise, construction hours, maintenance of the construction site and other
requirements stated in these sections.
9. Prior to issuance of Building Permits, the applicant shall prepare for review and approval by
City staff a Construction Management Plan for the project which includes but is not limited to
the following:
• Proposed construction worker parking area.
• Proposed construction hours that are consistent with City Code.
• Proposed construction/delivery vehicle staging or parking areas.
• Proposed traffic control plan with traffic control measures, any street closure, hours for
delivery/earth moving or hauling, etc. To the extent possible, any deliveries, earth
moving or hauling activities will be scheduled to avoid peak commute hours.
• Proposed construction material staging/storage areas.
• Location of project construction sign outlining permitted construction work hours, name
of project contractor and the contact information for both homeowner and contractor.
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20896 Fourth Street
Application # PDR21-0014
October 13, 2021
Resolution #21-016
Page | 5
10. The final landscaping and irrigation plan submitted for Building Permit approval shall
demonstrate how the project complies with the State Water Efficient Landscape Ordinance and
shall consider the following:
• To the extent feasible, landscaping shall be designed and operated to treat storm water
runoff by incorporating elements that collect, detain and infiltrate runoff. In areas that
provide detention of water, plants that are tolerant of saturated soil conditions and
prolong exposure to water shall be specified.
• To the extent feasible, pest resistant landscaping plants shall be used throughout the
landscaped area, especially along any hardscape area.
• Plant materials selected shall be appropriate to site specific characteristics such as soil
type, topography, climate, amount and timing of sunlight, prevailing winds, rainfall, air
movement, patterns of land use, ecological consistency and plant interactions to ensure
successful establishment.
• Pest resistant landscaping plants shall be considered for use throughout the landscaped
area, especially along any hardscape area.
• Any proposed or required under grounding of utilities shall take into account potential
damage to roots of protected trees
11. The existing front yard landscaping is to remain. If this landscaping is removed during
construction, then a new landscape plan shall be submitted to the Community Development
Department. Front yard landscaping installed prior to final inspection or a bond satisfactory to
the Community Development Department valued at 150% of the estimated cost of the
installation of such landscaping shall be provided to the City.
12. A locking mailbox approved for use by the U.S. Postal service shall be installed and in
compliance with Saratoga Municipal Code section 6-25.030. The mailbox shall be installed
prior to final inspection.
13. A Building Permit must be issued, and construction commenced within 36 months from the date
of adoption of this Resolution or the Design Review Approval will expire unless extended in
accordance with the City Code.
FIRE DEPARTMENT
17. The owner/applicant shall comply with all Fire Department requirements.
ENGINEERING
18. The owner/applicant shall comply with all City requirements regarding drainage, including but
not limited to complying with the city approved Stormwater management plan. The project shall
retain and/or detain any increase in design flow from the site, that is created by the proposed
construction and grading project, such that adjacent down slope properties will not be negatively
impacted by any increase in flow. Design must follow the current Santa Clara County Drainage
15
20896 Fourth Street
Application # PDR21-0014
October 13, 2021
Resolution #21-016
Page | 6
Manual method criteria, as required by the building department. Retention/detention element
design must follow the Drainage Manual guidelines, as required by the building department.
19. Applicant / Owner shall obtain an encroachment permit for any and all improvements in any
City right-of-way or City easement including all new utilities prior to commencement of the
work to implement this Design Review.
20. Per Design Review PDR21-0014, no improvements in the public right-of-way are required.
21. Damages to driveway approach, curb and gutter, public streets, or other public
improvements during construction shall be repaired prior to final inspection.
22. All new/upgraded utilities shall be installed underground.
23. Applicant / Owner shall maintain the streets, sidewalks and other right of way as well
as adjacent properties, both public and private, in a clean, safe and usable condition.
All spills of soil, rock or construction debris shall be removed immediately.
24. The Owner/Applicant shall incorporate adequate source control measures to limit
pollutant generation, discharge, and runoff (e.g. landscaping that minimizes irrigation
and runoff, promotes surface infiltration where possible, minimizes the use of
pesticides and fertilizers, and incorporates appropriate sustainable landscaping
practices and programs, such as Bay-Friendly Landscaping).
25. All building and construction related activities shall adhere to New Development and
Construction – Best Management Practices as adopted by the City for the purpose of
preventing storm water pollution:
• Owner shall implement construction site inspection and control to
prevent construction site discharges of pollutants into the storm drains
per approved Erosion Control Plan.
• The City requires the construction sites to maintain year-round effective
erosion control, run-on and run-off control, sediment control, good site
management, and non-storm water management through all phases of
construction (including, but not limited to, site grading, building, and
finishing of lots) until the site is fully stabilized by landscaping or the
installation of permanent erosion control measures.
• City will conduct inspections to determine compliance and determine the
effectiveness of the BMPs in preventing the discharge of construction
pollutants into the storm drain. Owner shall be required to timely correct
all actual and potential discharges observed.
26. Prior to foundation inspection by the City, the LLS of record shall provide a written
certification that all building setbacks are per the approved plans.
27. Prior to the Building final, all Public Works conditions shall be completed per
approved plans.
16
20896 Fourth Street
Application # PDR21-0014
October 13, 2021
Resolution #21-016
Page | 7
28. Upon the completion of this project the elevation of the lowest floor including
basement shall be certified by a registered professional engineer or surveyor and
verified by the City's building inspector to be properly elevated. Such certification and
verification shall be provided to the City’s Floodplain Administrator.
BUILDING DEPARTMENT SUBMITTAL
29. Complete construction plans shall be submitted to the Building Division. These plans shall be
subject to review and approval by the City prior to issuance of Zoning Clearance. The
construction plans shall, at a minimum include the following:
a. Architectural drawings and other plan sheets consistent with those identified as Exhibit “A”
on file with the Community Development Department.
b. All additional drawings, plans, maps, reports, notes, and/or materials required by the
Building Division.
c. This signed and dated Resolution printed onto separate construction plan pages.
… End of Conditions …
17
Address Neighbor vicinity
Able to
reach
Owner?
Comments
20895 4th Street Directly across the home Yes Attached below
14401 Elva Ave Neighbor across the home
to the right Yes Attached below
20961 Canyon View Dr Neighbor to the left across
canyon view dr Yes Attached below
20971 Canyon View Dr Neighbor left/back across
across canyon view drive Yes Attached below
20981 Canyon View Dr Neighbor left/back across
canyon view drive Yes Attached below
20860 4th Street Neighbor - 3rd home to the
right Yes Attached below
20870 4th Street Neighbor - 2nd home to the
right Yes
Home is currently unoccupied.
Was able to reach the Owner
Sheena via phone call (not sure
about the spelling). She is OK
with the proposal and have
requested to leave the
notification form in her mailbox
so she can sign it when she
comes over (not frequently
visiting). We have left the form in
her mailbox
20880 4th Street Next door - Right No Rental property. Owner contact
not available.
20980 Canyon View Dr Neighbor - back No Rental property. Owner contact
not available.
20945 Canyon View Dr Neighbor diagonally across
intersection No
Unoccupied. Neighbor confirmed
that it has been unoccupied for
past few months. Owner Contact
info not available.
14391 Elva Ave Non-adjacent neighbor on
Elva Ave No
Unoccupied. Neighbor confirmed
that owner moved to a different
place. Contact info not available.
20910 Canyon View Dr Neighbor across street to
the left No
Visited few times. Home seems
to be unoccupied. Contact info
not available.
Attachment 2
18
19
20
4
21
22
23
24
Attachment 3
25
IF THIS SHEET IS NOT 11"x17", IT HAS BEEN RESIZED - SCALE ACCORDINGLY
SHEET NUMBER
SHEET TITLE
PROJECT REVISIONS
DATE:
817 Mildred StreetVersailles, KY 40383888.866.3327www.mundycs.com
#DATE
E:\2020\2020-177 Ganesan\2020-177 Ganesan 4-1.rvtA4.1
EXTERIOR
MATERIALS BOARD
Aug 30, 2021GANESAN RESIDENCE20896 4th StreetSaratoga, CA 95070PLANNING SUBMITTALSTONE TILE VENEERTYPE: TRAVERTINECOLOR: CREAMROOFING:COMPOSITION ASPHALTMANUF: CERTAIN TEEDMODEL: PRESIDENTIALCOLOR: SHADOW GRAY STUCCO FINISH AND TRIMMANUF: KELLY MOORECOLOR: FROST WINDOWSMANUF: MIGARDSASH/FRAMECOLOR: ESPRESSO FRONT DOORMANUF: EXCLUSIVE IRON DOORSCOLOR: ESPRESSOGARAGE DOORMANUF: CLOPAYCOLOR: wALNUT Attachment 4
26
PROJECT CONTACTS
OWNER:
DESIGNER &
TITLE 24 CONSULTANT:
STRUCTURAL ENGINEER:
GENERAL CONTRACTOR:
JURISDICTION:
KARTHIKEYAN GANESAN
& KIRUTHIGA PUSHPAM MANI
20896 4TH STREET
SARATOGA, CA 95070
ph: (408) 829-3776
email: ganesankarthik@hotmail.com
MUNDY CREATIVE SERVICES
ATTN: M. JASON MUNDY, ASSOC. AIA
817 MILDRED STREET
VERSAILLES, KY 40383
ph: (888) 866-3327
email: jason@mundycs.com
T.B.D.
T.B.D.
CITY OF SARATOGA
PLANNING DIVISION
13777 FRUITVALE AVENUE
SARATOGA, CA 95070
ph: (408) 868-1222
email: planning@saratoga.ca.us
VICINITY MAP
Project
Location
SYMBOLS LEGEND
B3
A-501
A4
A-201
D2
A-512
TOC 98'-8"
B3
A-301
A2
A-303
A2
A-303
22
1
A
A-202 A2
A1
A2A4
A3
A-202
LEVEL 1
100'-0"
D2
A-512
D2
A-512
DETAIL INDICATOR - REFERENCE
& DETAIL INDICATOR - SECTION
DETAIL INDICATOR - ITEM
& DETAIL INDICATOR - AREA
SECTION INDICATOR -
PARTIAL BUILDING/WALL
SECTION INDICATOR - BUILDING
ELEVATION INDICATOR -
EXTERIOR
ELEVATION INDICATOR -
INTERIOR, SINGLE &
MULTIPLE VIEW
REFERENCE GRID WITH
REFERENCE GRID LINES
REVISION INDICATOR &
REVISION CLOUD
ELEVATION INDICATOR -
LEVEL & SPOT
PROJECT SUMMARY
SCOPE OF WORK:945 SF ADDITION TO FIRST FLOOR
534 ADDITION TO SECOND FLOOR
ZONING: R-1-10,000
OCCUPANCY: R-3/U
TYPE OF CONSTRUCTION:V-B / SPRINKLERED
YEAR BUILT:1947
APN:503-26-004
APPLICABLE CODES
BUILDING -2019 CALIFORNIA BUILDING CODE*
RESIDENTIAL -2019 CALIFORNIA RESIDENTIAL CODE*
MECHANICAL -2019 CALIFORNIA MECHANICAL CODE*
ELECTRICAL -2019 CALIFORNIA ELECTRICAL CODE*
PLUMBING -2019 CALIFORNIA PLUMBING CODE*
FIRE -2019 CALIFORNIA FIRE CODE*
ENERGY -2019 CALIFORNIA ENERGY CODE (TITLE 24)*
GREEN -2019 CALGREEN CODE*
*INCLUDING ALL CITY OF SARATOGA AMENDMENTS
A.Written dimensions on these drawings shall have precedence over scaled
dimensions, written dimensions are approximate and must be verified.
Contractor to verify and be responsible for all existing conditions and
dimensions prior to and during all phases of work.
B.If the contractor or sub-contractor should find any lack of information,
discrepancy in and/or omissions from these drawings or if the contractor
should be in question as to their meaning or intent, the contractor should
contact Jason Mundy at once for interpretation or clarification before
proceeding with that portion of the work.
C.No changes, modifications or deviations shall be made from the drawings or
specifications without first securing written permission from Jason Mundy
or the owner.
D.All works as outlined in these documents, shall strictly conform to all
applicable codes and ordinances. In the event of a conflict, the more
stringent requirements shall govern and be met.
E.All materials used shall be equal to or exceed all applicable state or local
codes and requirements.
F.Contractor shall remove promptly and legally all accumulated debris, protect
all exposed portions of work from elements, avoid over-loading structure,
and securely store all items to be used for construction.
G.All glass in hazardous area (including tubs & showers), all glass within 18" of
floor, and all glass within 24" of an operable door shall be safety glass & be
permanently label as such.
H.All existing utilities and city service are to be maintained, kept in service, and
protected again damage during construction.
I.Contractor to verify location of underground utilities prior to excavation.
J.All electrical calculations and wire size to be provided by a licensed
electrical contractor. Receptacle fixture, and equipment locations to be
found on floor plans and site plan. Contractor to verify location, fixture
types and equipment with owner prior to purchase and installation.
K.The contractor shall take all necessary precautionary measures to protect
the public and adjacent properties from damage throughout construction.
L.Any existing utilities to be abandoned shall be properly disconnected,
plugged or capped as required by code or sound construction practice.
M.Provide adequate concealed blocking and anchoring for all ceiling and wall
mounted equipment, hardware and accessories.
N.Unless otherwise noted, electrical conduits, plumbing lines, etc., shall be run
concealed and framing shall be adequately sized to accomplish result without
causing any changes in the wall plan.
O.Interior dimensions are shown from finish surface to finish surface and
exterior dimensions are from sheathing unless noted otherwise.
P.Fire sprinkler system is required it shall be installed as required, per NFPA
and local regulations. The contractor shall submit shop drawings to the
governing jurisdiction for permit.
Q.Each bedroom shall have one exterior egress compliant window or door that
is operable from interior without the use of a key or special tools,
knowledge or effort.
R.All products listed by ICC/NER number shall be installed per the report and
manufacture's written instructions. Product substitution for products listed
shall also have ICC approved evaluation report and be approved and listed
by other nationally recognized testing agencies.
S.Exterior operable windows and doors will be weather-stripped. All open
joints, penetrations and other openings in the building envelope shall be
sealed, caulked, gasketed or weather-stripped to limit air leakage.
T.Sink faucets used for other safety purposes shall be equipped with flow
control devices. Total flow to a maximum of three gallons per minute &
certified by the C.E.C.
Fixtures shall comply with the flow rates below:
1.All sink faucets, shower heads, toilets and urinals shall comply with
California Civil Code Section 1101.1 through 1101.8 & CGBC 4.303.
2.Kitchen Faucets shall not exceed 1.8 gals/min at 60 psi but may have a
temporary flow rate of 2.2 gpm at 60 psi and default to 1.8 gpm at 60
psi. (CGBC 4.303)
3.Lavatory faucets shall not exceed 1.2 gals/min. at 60 psi, but not less
than 0.8 at 20 psi.
4.Shower heads shall not exceed 1.8 gals/min at 80 psi. When a shower is
served by more than one showerhead, the combined flow rate of all
showerheads shall not exceed 1.8 gallons per minute at 80 psi, or the
shower shall be designed to allow only one shower outlet to be in
operation at a time.
5.Water Closets shall not exceed 1.28 gals/flush
U.See structural sheets for project construction notes and details.
V.See attached Title 24 forms and/or calculations for project energy
efficiency requirements.
W.An operation and maintenance manual will be provided to the building owner
at the completion of the project. (4.410.1)
GENERAL PROJECT NOTES
AREA CALCULATIONS
EXISTING DEMO PROPOSED TOTAL
LOT:
FIRST FLOOR:
SECOND FLOOR:
GARAGE:
10,507 S.F.
1,866 S.F.
0 S.F.
542 S.F.
522 S.F.
0 S.F.
1 S.F.
920 S.F.
534 S.F.
0 S.F.
2,263 S.F.
534 S.F.
541 S.F.
FLOOR AREA:2,963 S.F.1,069 S.F.1,473 S.F.3,358 S.F.
PORCH (SIDE)
(INCLUDED IN FAR):34 S.F.34 S.F.
SITE COVERAGE:
(TOTAL IMPERVIOUS
SURFACES)
5,059 S.F.
48.15%
ALLOWABLE FA:3,370 S.F.
ALLOWABLE (60%):6,304 S.F.
AVERAGE LOT SLOPE:9.7%
SHED:512 S.F.512 S.F.0 S.F.0 S.F.
0 S.F.0 S.F.
PORCH (REAR):0 S.F.0 S.F.
ENTRY PORCH:69 S.F.69 S.F.88 S.F.88 S.F.
BALCONY
(INCLUDED IN FAR):0 S.F.0 S.F.20 S.F.20 S.F.
323 S.F.323 S.F.
BALCONY (TOTAL):0 S.F.0 S.F.224 S.F.224 S.F.
TOTAL:3,023 S.F.1,138 S.F.2,089 S.F.3,974 S.F.
1,631 S.F.
15.52%
1,196 S.F.
11.38%
4,624 S.F.
44.01%
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxx
x xx
S 70°37'30" E PL=75.00'N 19°20' E PL=140.00'N 19°20' E PL=140.00'S 70°37'30" E PL=75.00'
(E) Porch
CO
4th Street Canyon View Drive(E) Residence
(E) Garage
(E)Shed
(DEMO)
20% of Lot width per
15-65.040 (b)(1)
25'-0"
(E) Driveway
(E) Residence
(DEMO)
12'-0"
(E) Unlandscaped Area
(E) 32" Redwood Tree
(E) Shed
(DEMO)
Existing
Electrical
Service
(E)
A/C
(E)Screening
Vegetation
Water
Meter
Gas
Meter
Low Brick
Landscape Wall
Low Brick
Landscape
Wall
Concrete
Retaining
Wall
(E) Tree Canopy
(E) Lawn
(E) 6' Redwood Fence
(E) 6'
Redwood
Fence
(E)
Gate
(E) 3'
Painted
fence
(E) 3'
Painted
fence
(E) 3'
Painted
fence
(E) 6'
Redwood
Fence
PROPERTY LINE
FENCE
CENTER OF STREET
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxx xxxx xx
SITE COVERAGE
TOTAL S.F.
FOOTPRINT OF HOME/GARAGE
(INCLUDING ROOF O.H.)
DRIVEwAY
WALKWAYS/DECKS/PATIO
OTHER
3,457 S.F.
645 S.F.
957 S.F.
---S.F.
(a) SUB-TOTAL IMPERVIOUS 5,059 S.F.
IMPERVIOUS SURFACE
PERMEABLE PAVER
DRIVEWAY
PERMEABLE
WALKWAYS/PATIO
OTHER
(b) SUBTOTAL PERVIOUS
PERVIOUS SURFACES ACTUAL 50%
CREDIT TOTAL S.F.
---S.F.---S.F.---S.F.
5,059 S.F.SITE COVERAGE TOTAL (a) + (b)
HEIGHT
HIGHEST ELEVATION POINT AT THE
BUILDINGS EDGE FROM NATURAL GRADE
543.87'
550.56'
547.22'
571.54'
LOWEST ELEVATION POINT AT THE
BUILDINGS EDGE FROM NATURAL GRADE
AVERAGE ELEVATION POINT (BASED ON
HIGHEST AND LOWEST POINTS ABOVE)
TOP MOST ELEVATION POINT -MEASURED
FROM AVERAGE POINT (ABOVE) TO THE
TOP MOST POINT OF THE ROOF
SETBACKS
REQUIRED PROPOSED
FRONT
LEFT SIDE
RIGHT SIDE
REAR
25'-0"
7'-6"
15'-0"
10'-0"
25'-0"
8'-4"
12'-0"
51'-3"
S 19°20'00" W PL=75.00'
S 19°20'00" W PL=75.00'N 70°37'30" W PL=140.00'N 70°37'30" W PL=150.00'4th Street Canyon View DriveCenterline Of Street
(E) Driveway 51'-2"7'-8"
(E) Garage
Porch
New 200A
Electrical
Service
Gas
Meter
CO
20'-0"25'-0"25'-6"Setback10'-0"Setback
15'-0"
Setback
7'-6"Setback25'-0"10% of Lot width per
15-65.040 (b)(1)
20% of Lot width per
15-65.040 (b)(1)
12'-0"
(E) Residence
2nd Floor
Addition
1st Floor Addition
(E) Unlandscaped Area64'-4"8'-4"
Balcony
(E) 32" Redwood Tree
Existing Tree Canopy
Tree protection fencing,
See detail 6/A0.2 for
additional information.
Downspouts shall be
collected to drainage
system and terminate not
less than 5' away from
building foundation
Site Slope,
Typ.
Downspouts shall be
collected to drainage
system and terminate
not less than 5' away
from building foundation
Walkway
25'-0"(E)Screening
Vegetation
to Remain
New A/C
*All existing screening vegetation,
other landscaping and irrigation to
remain.
Eave
11'-2"
Water
Meter
Concrete
Retaining
Wall
Low Brick
Landscaping Wall
Low Brick
Landscaping
Wall
First
Floor
Window
Second
Floor
Windows
Second
Floor
Windows
First
Floor
Window
(N)Gate
(E) Lawn
Walkway
WalkwayWalkway(N) Gate
(N) 6'
Redwood
Fence
(N) 6'
Redwood
Fence
Covered Patio
(E) 6'
Redwood
Fence
(E) 6'
Redwood
Fence
(E) 6'
Redwood
Fence
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxx
xxxxxxxxxxxxxxxxxxxxxx xxxx xxS 19°20'00" W PL=75.00'
S 19°20'00" W PL=75.00'N 70°37'30" W PL=140.00'N 70°37'30" W PL=150.00'4th Street Canyon View DriveCenterline Of Street
(E) Driveway
CO
Residence
(E) Unlandscaped Area
(E) 32" Redwood Tree
EXISTING TREE CANOPY
TREE PROTECTION FENCING,
SEE DETAIL 6/A0.2
Walkway
(E) 20" Oak Tree(E) 12" Umbrella Tree (E) 16" Oak Tree
(E) 6' Redwood Fence
(E) 3' Painted Fence
(E) 3' Painted Fence
(E) 6' Redwood Fence
Gate
(E) 3' Painted Fence
Gate
(E) 6' Redwood Fence
(E) 3' Painted Fence
Covered Patio
Covered Porch
EXISTING HEDGE
EXISTING TREE CANOPY
LAWN
GRAVEL
CONCTRETE PAVERS
CONCTRETE
RAISED PLANTER
LOW BRICK WALL
FENCE
PROPERTY LINE
TREE TRUNK
TREE PROTECTION FENCE
CONCRETE RETAINING WALL
4th Street Canyon View Drive20'-0"30'-0"20'-0"20'-0"2 5 '-0 "2 5 '-0 "2 0 '-0 "
2 0 '-0 "Canyon Vi
ew Dri
ve20980 Canyon View Dr
APN:50-326-003
20880 4TH Street
APN: 503-26-005
20870 4TH Street
APN: 503-26-006
20860 4TH Street
APN: 503-26-007
Elva Avenue20895 4TH Street
APN: 503-27-092
20847 4TH Street
APN: 503-26-006
14391 Elva Ave
APN: 503-27-099
20910 Canyon View Dr
APN: 503-27-001
20951 Canyon View Dr
APN: 503-28-008
20896 4TH Street
APN: 503-26-004
20961 Canyon View Dr
APN: 503-28-009
20971 Canyon View Dr
APN: 503-28-010
20981 Canyon View Dr
APN: 503-28-011
Driveway DrivewayDriveway
Driveway
Driveway
Driveway
Driveway
Driveway
Driveway
Driveway
House House House
House
House
House
House
House
House
House
House
Driveway
Garage
House
6' MAXVARIES11 7/8"5'-0 1/4"Typical Redwood Fence Elevation
2X TOP RAIL
LATTICE
2X MID RAIL
4X4 POST
1X FENCE BOARD
2X BOTTOM RAIL
2X SKIRT BOARD
UP
PROPOSED SECOND FLOOR TOTAL:
K 69.8 S.F.NEW LIVING AREA 13' 11.5 " X 5' 0"
L 287.6 S.F.NEW LIVING AREA 18' 0" X 15' 11¾"
NEW LIVING SUBTOTAL :533.4 S.F.
SECOND FLOOR PROPOSED CALCULATIONS
N 20.2 S.F.NEW BALCONY 4' ½" x 5' 0"
#AREANAMEDIMENSIONS
553.6 S.F.
#AREA
A
B
89.4 S.F.
218.2 S.F.
NAME
EXISTING GARAGE
EXISTING GARAGE
E
234.6 S.F.
EXISTING LIVING
DIMENSIONS
23' 3¾" x 3'10"
11' 0" x 19' 10"
12' 1" x 19' 5"
32' 3¼" x 26' 4"
C EXISTING GARAGE
D EXISTING LIVING 849.8 S.F.
198.7 S.F.
H
G
EXISTING FLOOR AREA TOTAL:2,954.7 S.F.
F EXISTING LIVING 89.6 S.F.
EXISTING FLOOR AREA CALCULATIONS
EXISTING LIVING 76.1 S.F.
I
J
EXISTING LIVING
EXISTING LIVING
EXISTING LIVING
L
M
179.5 S.F.
176.9 S.F.
296.1 S.F.
1,866.7 S.F.
16' 4" x 12' 2"
12' 1" x 7' 5"
20' 9" x 3' 8"
22' 5¼" x 8' 0"
22' 6¼" x 7' 10¼"
22' 6¼" x 13' 1¾"
EXISTING GARAGE SUBTOTAL:542.2 S.F.
88.2 S.F.NEW LIVING AREA 17' 5" X 5 ¾"
PROPOSED FIRST FLOOR GRAND TOTAL:2,804.8 S.F.
A
D
90.1 S.F.
849.3 S.F.
GARAGE 23' 6" x 3' 10"
FIRST FLOOR PROPOSED CALCULATIONS
#AREANAMEDIMENSIONS
B GARAGE 5' 7¾ x 19' 10"112.0 S.F.
F
NEW LIVING AREA
198.7 S.F.
16' 4" x 7' 10¼"
GARAGE SUBTOTAL:540.6 S.F.
E
128.3 S.F.
EXISTING LIVING AREA 16' 4" x 12' 2"
EXISTING LIVING AREA 32' 3¼" x 26' 4"
490.4 S.F.NEW LIVING AREA
211.1 S.F.
14' 3" x 21' 1¾"
EXISTING SHED (DEMO)
301.3 S.F.
11' 0" x 19' 2¼"
C GARAGE 17' 5¼" x 19' 5"338.6 S.F.
296.1 S.F.EXISTING LIVING AREA 22' 6¼" x 13' 1¾"
22' 5" x 12'10 ½"
EXISTING SHED SUBTOTAL:512.4 S.F.
M NEW LIVING AREA 176.0 S.F.14' 4¾" X 12' 2¾"
EXISTING LIVING SUBTOTAL:
I
G 10' 7½" x 20' ¼"212.7 S.F.
H
J
NEW LIVING AREA
PROPOSED FIRST FLOOR LIVING SUBTOTAL:2,264.1 S.F.
FLOOR AREA
GRAND TOTAL:
2,804.8 + 553.6 = 3,358.4 S.F.
K 4' 9 " x 7' 0"33.5 S.F.EXISTING SIDE PORCH
EXISTING SHED (DEMO)
COLOR LEGEND
Covered Porch
Existing Living Area Existing Living to
be Demolished
Garage
Addition
Balcony
13'-1 3/4"16'-4"12'-2"26'-4"3'-8"7'-0"23'-3 3/4"
A
B
H
C
D
F
E
32'-3 1/4"
G
20'-9"
I
J
K
22'-6 1/4"7'-10 1/4"8'-0"19'-10"3'-10"4'-9 1/2"12'-1"
12'-1"7'-5"19'-5"11'-0"
22'-5 1/4"
L
M
14'-3"21'-1 3/4"19'-2 1/4"11'-0"
ENTRY PORCH A
C
F
I
22'-5"
B
D
E
J G
19'-10"16'-4"7'-10 1/4"10'-7 1/2"
32'-3 1/4"26'-4"16'-4 1/2"12'-2"3'-10"20'-0 1/4"13'-1 3/4"H
23'-6"
17'-5 1/4"
22'-6 1/4"
5'-7 3/4"21'-10 1/2"5'-0 3/4"19'-5"22'-5"
17'-5"
ENTRY PORCH
COVERED PATIO
L
K
14'-4 3/4"
18'-0"
M
12'-2 3/4"15'-11 3/4"5'-0"4'-0 1/2"13'-11 1/2"
N
BALCONY
DN
REF
Bath
#1 Bedroom
#1
Bedroom
#2
Dining
Room
Kitchen
Family
Room
Bath
#2
Mudroom/
Laundry
Garage
Living
Room LinenW
D
WH
FAU
Entry
Porch
Skylight
Skylight
Fireplace
2-8x6-8
2-6x6-8 2-6x6-82-0x6-8
2-4x6-82-0x6-82-4x6-82-4x6-82-0x6-84-0x4-04-0x4-04-0x4-0
8-0x5-0 8-0x6-8
8-0x6-88-0x3-02-6x6-8
3-0x6-83-0x1-02-8x6-8
6-0x3-09-0x7-0 9-0x7-0
6-0x5-0 3-0x4-03-0x4-0 3-0x4-03-0x4-03-0x6-81-6x5-01-6x5-0
7'-9"14'-5 1/4"11'-10"21'-8 1/4"28'-6 1/2"A
12' - 9"
B
6' - 1"
C
3' - 6"D26' - 4"E
2' - 10"F2' - 2"I10' - 5"M
23' - 4"
A
3' - 8"
B
6' - 0"
C
13' - 1"D12' - 2"E
16' - 3"F16' - 3"H18' - 7"J3' - 8"I
1' - 8"
K
8' - 8"L7' - 0"M
5' - 4"O3' - 10"G1' - 6"G1' - 1"H
22' - 6"
Window to be replaced in
existing openingWindow to be replaced in existing openingWindow to be replaced in
existing opening
Door to be replaced in
existing opening
J
5' - 9"
Door to be replaced in
existing opening
Door to be replaced in
existing openingK2' - 5"L18' - 5"N2' - 10"Existing wall
demolished
for new door
4" / 12"4" / 12"
4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"2" / 12"4" / 12"4" / 12"4" / 12"
EXISTING WALL
WALL TO BE DEMOLISHED
KEYNOTE
EXISTING
TO BE DEMOLISHED
?
A
4' - 0"
A
4' - 0"
PORTION OF EXISTING WALL TO BE DEMOLISHED
PORTION OF EXISTING WALL TO REMAIN
1. DEMOLITION PLAN IS INTENDED TO AID CONTRACTOR IN
DETERMINING THE EXTENT OF THE NECESSARY WORK. IT
DOES NOT NECESSARILY DEPICT THE ACTUAL, OR ALL OF
THE DEMOLITION WORK. CONTRACTOR IS RESPONSIBLE
FOR ALL DEMOLITION WORK REQUIRED TO COMPLETE THIS
PROJECT. CONTRACTOR TO STUDY THESE CONSTRUCTION
DOCUMENTS AND PERFORM A THOROUGH FIELD
INVESTIGATION PRIOR TO BIDDING THE PROJECT.
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL
REQUIRED ENGINEERED SHORING FOR THE PROJECT.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING
HAZARDOUS MATERIALS FOUND IN PROJECT AREA DURING
DEMOLITION, SUCH AS ASBESTOS, LEAD PAINT, ETC. SEE
GENERAL NOTES FOR FURTHER INFORMATION.
3. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL
CONSULT WITH OWNER REGARDING EXISTING ITEMS OWNER
MAY WISH TO KEEP. THE CONTRACTOR IS RESPONSIBLE
FOR DISCARDING ALL CONSTRUCTION DEBRIS. THE OWNER
WILL REMOVE ALL FURNITURE AND ANY OTHER (NON-FIXED)
ITEMS THEY WISH TO KEEP. ALL DEMO'D FIXTURES,
EQUIPMENT, ETC. KEPT BY THE OWNER SHALL REMAIN ON
SITE.
4. CONTRACTOR TO STRIP AS NEEDED, PATCH, REPAIR AND
PREP ALL EXISTING SURFACES (FLOOR, WALLS AND
CEILING) RECEIVING NEW OR TOUCH UP FINISHES.
Main Floor
549.91
E -T.O. Wall
557.91
E -Overall Height
562.74
E -T.O. Wall-Lower
555.41
Lower Floor
547.41
4"
12"
Main Floor
549.91
E -T.O. Wall
557.91
E -Overall Height
562.74
E -T.O. Wall-Lower
555.41
Lower Floor
547.41
4"
12"
4"
12"
Main Floor
549.91
E -T.O. Wall
557.91
E -Overall Height
562.74
T.O. Garage Slab
545.88
T.O. Wall-Garage
554.41
E -T.O. Wall
557.91
E -Overall Height
562.74
E -T.O. Wall-Lower
555.41
Lower Floor
547.41
T.O. Wall-Garage
554.41
4"
12"
EXISTING WALL
WALL TO BE DEMOLISHED
KEYNOTE
EXISTING
TO BE DEMOLISHED
?
DN
UP
Owner's
Bedroom
Mudroom
Family Room
Dining Room
Living Room
Garage
Bedroom #2
Bedroom #1
BATH
#1
11'-1"11'-4"10'-5"20'-0"3'-6"3'-6"
Laundry
Patio
Porch
25'-10"12'-0"8'-3"2nd Floor Line2nd Floor Line13'-3"15'-3"11'-2"9/10ft Clg
9/10ft Clg
7"BenchBenchTub 4'-0"Pantry
16'-10"2-6x6-8D82-6x6-8D92-8x6-8D1112-0x6-10
D2 W2
5-0x3-6
W5CS 2-6x4-0W6CS 2-6x4-0W74-0x4-02-0x6-8
D72-8x6-8
D10
15'-3 3/4"4'-0"30'-0 3/4"
54'-8 1/4"
6'-1"5'-6 3/4"7'-8"7'-0"Pooja
Closet
Shoe
3-6x7-6
D1
W10
6-0x5-0
W1
6-0x5-06-0x6-8D58-0x6-8
D6
A
A4.0
A
A4.0
B
A4.0
B
A4.0
C
A4.0
C
A4.0
12'-3 1/2"
WIC
WIC
2-8x6-8D12WD
7"4'-4"Sunroom
6"2'-10 3/8"
4-0x6-8
D4
T
E 6"6"
6"
5'-3 3/4"
3'-6"8'-5 1/2"3'-6"23'-8"23'-6"10'-3 1/2"W34-0x5-06"
7"W86-0x3-039'-8"22'-6 1/4"5 3/4"13'-4"26'-4"2-8x6-8
D133'-4"5'-7"5'-8"
5'-0"4'-9"7"7"8-0x5-0
T
T
T T T
T
T
T
T
9-0x7-0
D15
9-0x7-0
D16
4-0x6-8
D3T T
2-8x6-8D14E
3'-0"
Tray Ceiling
Tray Ceiling
Tray Ceiling
W9
1-6x5-0
W11
1-6x5-0
5'-9"3'-9 1/2"13'-3"3'-6"8'-8 1/2"3'-0 1/2"55'-3 7/8"1'-3 1/2"1'-3 1/2"
26'-10 1/4"8'-2 3/4"11'-7 3/4"3'-2 1/2" 3'-2 1/2"
7"10'-2"DW
NEW WALL, SEE WALL TYPES LEGEND
HEADERED OPENING
EGRESS WINDOW
TEMPERED GLAZING
KEYNOTE
DOOR TAG
WINDOW TAG
WALL TAG
E
T
?
101
xx/xx
1i
x xx/xx
1i
4A -INTERIOR WALL
2x4 WOOD STUDS @ 16" O.C.
1/2" GYPSUM BOARD BOTH SIDES
INTERIOR EXTERIOR
1/2" GYPSUM BOARD @ INTERIOR
2x4 WOOD STUDS @ 16" O.C.
1/2" EXTERIOR GRADE SHEATHING
SEE STRUCTURAL FOR NAILING
7/8" 3-COAT STUCCO
R-15 BATT INSULATION
WATER RESISTIVE BARRIER,
SEE PROJECT NOTES
X4 -EXTERIOR WALL
INTERIOR EXTERIOR
1/2" GYPSUM BOARD @ INTERIOR
2x6 WOOD STUDS @ 16" O.C.
1/2" EXTERIOR GRADE SHEATHING
SEE STRUCTURAL FOR NAILING
7/8" 3-COAT STUCCO
R-19 BATT INSULATION
WATER RESISTIVE BARRIER,
SEE PROJECT NOTES
X6 -EXTERIOR WALL
DN
Bedroom #3
Bath #2
Bedroom #412'-11"33'-0"7'-6"11'-7"
3'-6"
Linen
Covered
Balcony
17'-9 1/2"
2-8x6-8
D21
2-6x6-8
D19
2-8x6-8
D188-0x6-8D172-8x6-8
D22
5-0x6-8
D20
W15
5-0x5-0
W166-0x2-0W173-0x2-0W186-0x2-011'-4"6'-2 1/2"12'-7 3/4"Hall
17'-9 1/2"
W19
5-0x5-0
W14
2-0x5-0
11'-9 3/4"12'-0 1/2"18'-0' FINISH44'-4"15"
MIn
15"
Min
E T
T
T
T
T
T
T
E44'-6 1/2" FINISH5'-11 5/8"6'-11"2'-7 1/2"4'-10 1/4"5'-1 3/4"7'-6"6'-6 3/4"9'-3 1/2"1'-11 3/8"Wall is > 50% openSee elevationsWall is > 50% open
See elevations
NEW WALL, SEE WALL TYPES LEGEND
HEADERED OPENING
EGRESS WINDOW
TEMPERED GLAZING
KEYNOTE
DOOR TAG
WINDOW TAG
WALL TAG
E
T
?
101
xx/xx
1i
x xx/xx
1i4A -INTERIOR WALL
2x4 WOOD STUDS @ 16" O.C.
1/2" GYPSUM BOARD BOTH SIDES
INTERIOR EXTERIOR
1/2" GYPSUM BOARD @ INTERIOR
2x4 WOOD STUDS @ 16" O.C.
1/2" EXTERIOR GRADE SHEATHING
SEE STRUCTURAL FOR NAILING
7/8" 3-COAT STUCCO
R-15 BATT INSULATION
WATER RESISTIVE BARRIER,
SEE PROJECT NOTES
X4 -EXTERIOR WALL
INTERIOR EXTERIOR
1/2" GYPSUM BOARD @ INTERIOR
2x6 WOOD STUDS @ 16" O.C.
1/2" EXTERIOR GRADE SHEATHING
SEE STRUCTURAL FOR NAILING
7/8" 3-COAT STUCCO
R-19 BATT INSULATION
WATER RESISTIVE BARRIER,
SEE PROJECT NOTES
X6 -EXTERIOR WALL
DENOTES ROOF SLOPE
EXISTING ROOF AREA
SKYLIGHT TAG, SEE SCHEDULE ON A2.1
KEYNOTE
1t
?
NEW ROOF AREA
RAFTERS PER
PLAN
R-38 SPRAYABLE POLYURETHANE
CLOSED CELL FOAM INSULATION.
NOTE: NO AIR GAP OR VENTILATION
REQ'D
ROOF
SHEATHING
NOTE:APPLY INSULATION TO
UNDERSIDE OF ROOF
SHEATHING AS PER MANUF.
SPECIFICATIONS
APPROVED ASSEMBLY
PER 2019 CRC R806.5
SPF = GACO WALL FOAM
ICC-EE # ESR-3268
4" / 12"3" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"
A
A4.0
A
A4.0
B
A4.0
B
A4.0
C
A4.0
C
A4.0
S11-9x3-3S2
1-9x2-3
4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"
S5
1-9x3-3
S3
1-9x3-3
S6
1-9x3-3
S4
1-9x3-3
4" / 12"4" / 12"4" / 12"4" / 12"
S7
1-9x2-3
S8
1-9x2-3
4" / 12"4" / 12"T
T T
T
SOFFIT FRAMING
2 LAYERS OF
1/2" GYPSUM
7/8" MIN PORTLAND
CEMENT PLASTER W/
WIRE LATH (NO OPENINGS)
WALL FRAMING
2x FASCIA
EXTERIOR WALL
CLADDING
PROJECTION
24" WIDE
FLASHING
(ROOF PITCH
4:12 MIN)
METAL
FLASHING w/
1-1/2" H RIDGE
@ CENTER
COMPOSITION
SHINGLE ROOF
ROOF RAFTERS,
SEE PLAN
SOLID SHEATHING FULL
WIDTH OF VALLEY
FLASHING
GUTTER
METAL MESH
GUTTER GUARD
INSTALLED PER
MANUFACTURER'S
SPECIFICATIONS
ROOF SHEATHING
SOFFIT
SHINGLES
ROOF FRAMING
Main Floor
549.91
E -T.O. Wall
557.91
E -T.O. Wall
557.91
E -Overall Height
562.74
T.O. Garage Slab
545.88
N -Overall Height
571.54
Second Floor
558.96
T.O. Wall-2nd Floor
567.96
4"
12"
R-1
R-1
R-1 R-1
S-1S-1
T-1
T-1
T-1
T-1
Avg. Nat. Grade
547.22
T.O. Wall-Porch
559.91
26' Above Natural Grade
18' Above Natural Grade
18'-0"26'-0"4"
12"
Balcony Wall Area = 162.9 sf
Wall Opening = 82.7 sf
50.8% Open
E -T.O. Wall
557.91
T.O. Garage Slab
545.88
N -Overall Height
571.54
Second Floor
558.96
T.O. Wall-2nd Floor
567.96
4"
12"
4"
12"
R-1
R-1
R-1
R-1
S-1
S-1 T-1
Avg. Nat. Grade
547.22
T.O. Wall-Porch
559.91
Owner Suite Floor
548.1618'-0"26'-0"26' Above Natural Grade
18' Above Natural Grade
Balcony Wall Area = 113.9 sf
Wall Opening = 59.2 sf
52.0% Open
Main Floor
549.91
E -T.O. Wall
557.91
N -Overall Height
571.54
Second Floor
558.96
T.O. Wall-2nd Floor
567.96
4"
12"
4"
12"
4"
12"
R-1
R-1
R-1
S-1S-1
T-1
T-1
Avg. Nat. Grade
547.22
26' Above Natural Grade
18' Above Natural Grade
18'-0"26'-0"OPEN
Main Floor
549.91
E -T.O. Wall
557.91
N -Overall Height
571.54
Second Floor
558.96
T.O. Wall-2nd Floor
567.96
8'-7 1/2"11'-8 3/4"
4"
12"PROPERTY LINEPROPERTY LINER-1
R-1
R-1
S-1
S-1
R-1 S-1
Avg. Nat. Grade
547.22
Owner Suite Floor
548.16
17'-0 1/4"
R-1
26' Above Natural Grade
18' Above Natural Grade
18'-0"26'-0"4"
12"
1. IF METAL FLASHING WILL BE INCORPORATED IN VALLEYS, IT SHALL BE
NOT LESS THAN 0.019-INCH (NO. 26 GALVANIZED SHEET GAGE)
CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36-INCH
WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP
SHEET RUNNING THE FULL LENGTH OF THE VALLEY.
2. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT
THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER
3. EAVE OR CORNICE VENTS SHALL NOT BE INSTALLED ON THE
UNDERSIDE OF EAVES AND CORNICES, UNLESS THEY RESIST THE
INTRUSION OF FLAME AND BURNING EMBERS INTO THE ATTIC AREA OF
THE STRUCTURE.
4. EXTERIOR WALL COVERINGS OR WALL ASSEMBLIES SHALL COMPLY
WITH ONE OF THE FOLLOWING:
A.NONCOMBUSTIBLE MATERIAL
B.HEAVY TIMBER
C.IGNITION RESISTANT MATERIAL
D.ONE LAYER OF 5/8 TYPE X GYPSUM SHEATHING APPLIED BEHIND
THE EXTERIOR COVERING OR CLADDING ON THE EXTERIOR SIDE
OF THE FRAMING
5. EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE
FOUNDATION TO THE ROOF, AND TERMINATE AT 2-INCH NOMINAL
SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF
OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT
THE ENCLOSURE.
6. THE EXPOSED UNDERSIDE OF ENCLOSED ROOF EAVES HAVING
EITHER A BOXED-IN ROOF EAVE SOFFIT WITH A HORIZONTAL
UNDERSIDE, OR SLOPING RAFTER TAILS WITH AN EXTERIOR
COVERING APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS, SHALL
BE PROTECTED BY ONE OF THE FOLLOWING:
A.NON-COBUSTIBLE MATERIAL
B.IGNITION-RESISTANT MATERIAL
C.ONE LAYER OF 5/8" TYPE X GYPSUM SHEATHING APPLIED
BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF THE
RAFTER TAILS OR SOFFIT
7. EXTERIOR PORCH CEILINGS (EXCEPT ARCHITECTURAL TRIM
BOARDS). THE EXPOSED UNDERSIDE OF EXTERIOR PORCH CEILINGS
SHALL BE PROTECTED BY ONE OF THE FOLLOWING:
A.NONCOMBUSTIBLE MATERIAL
B.IGNITION-RESISTANT MATERIAL.
C.ONE LAYER OF 5/8" TYPE X GYPSUM SHEATHING APPLIED
BEHIND THE EXTERIOR COVERING ON THE UNDERSIDE OF
OF THE CEILING
8. FLOOR PROJECTIONS (EXCEPT ARCHITECTURAL TRIM BOARDS) THE
EXPOSED UNDERSIDE OF A CANTILEVERED FLOOR PROJECTION
WHERE A FLOOR ASSEMBLY EXTENDS OVER AND EXTERIOR WALL
SHALL BE PROTECTED BY ONE OF THE FOLLOWING:
A. NONCOMBUSTIBLE MATERIAL.
B.IGNITION-RESISTANT MATERIAL.
C.ONE LAYER OF 5/8 TYPE X GYPSUM SHEATHING APPLIED BEHIND
AN EXTERIOR COVERING ON THE UNDERSIDE OF THE FLOOR
PROJECTION
9. EXTERIOR WINDOWS AND DOORS -(EXTERIOR WINDOWS; EXTERIOR
GLAZED DOORS; GLAZED OPENINGS WITHIN EXTERIOR DOORS;
GLAZED OPENINGS WITHIN EXTERIOR GARAGE DOORS; EXTERIOR
STRUCTURAL GLASS VENEER) SHALL COMPLY WITH ONE OF THE
FOLLOWING:
A.CONSTRUCTED OF MULTI-PANE GLAZING WITH A
MINIMUM OF ONE TEMPERED PANE MEETING THE
REQUIREMENTS OF CBC 2406
B.HAVE A FIRE-RESISTANCE RATING OF NOT LESS
THAN 20 MINUTES WHEN TESTED ACCORDING TO
NFPA 257, OR
C.TESTED TO MEET THE PERFORMANCE
REQUIREMENTS OF SFM STANDARD 12-7A-2
10. EXTERIOR DOORS SHALL COMPLY WITH ONE OF THE FOLLOWING:
A.EXTERIOR SURFACE OR CLADDING SHALL BE OF
NONCOMBUSTIBLE OR IGNITION-RESISTANT MATERIAL
OR,
B.CONSTRUCTED OF SOLID CORE WOOD THAT COMPLIES
WITH THE FOLLOWING:
1. STILES AND RAILS SHALL NOT BE LESS THAN 1 3/8
INCHES THICK
2. RAISED PANELS SHALL NOT BE LESS THAN 1 1/4
INCHES THICK, EXCEPT FOR THE EXTERIOR
PERIMETER OF THE RAISED PANEL THAT MAY TAPER
TO A TONGUE NOT LESS THAN 3/8 INCH THICK
3. FIRE-RESISTANCE RATING OF NOT LESS THAN 20
MINUTES WHEN TESTED ACCORDING TO NFPA 252
4. TESTED TO MEET THE PREFORMANCE
REQUIREMENTS OF SFM STANDARD 12-7A-1
11.THE WALKING SURFACE MATERIAL OF DECKS, PORCHES,
BALCONIES AND STAIRS WITHIN 10 FEET OF THE BUILDING SHALL
BE CONSTRUCTED WITH ONE OF THE FOLLOWING MATERIALS:
A.IGNITION-RESISTANT MATERIAL COMPLIANT WITH
PREFORMANCE REQUIREMENTS OF BOTH SFM STANDARD
12-7A-4 AND 12-7A-5
B.EXTERIOR FIRE RETARDANT TREATED WOOD
C.NONCONBUSTIBLE MATERIAL
D.ANY MATERIAL COMPLIANT WITH PERFORMANCE
REQUIREMENTS OF SFM STANDARD 12-7A-4A WHEN
ATTACHED EXTERIOR WALL COVERING IS ALSO EITHER
NON COMBUSTIBLE OR IGNITION-RESISTANT MATERIAL
E -T.O. Wall
557.91
T.O. Garage Slab
545.88
N -Overall Height
571.54
Second Floor
558.96
T.O. Wall-2nd Floor
567.96
GarageLaundryOwner's Bedroom
9'-9"BalconyBedroom #3Bath #2Bedroom #4
4"
12"
4"
12"
4"
12"9'-0"Avg. Nat. Grade
547.2210'-0 3/4"3'-4 3/4"T.O. Wall-Porch
559.91
Owner Suite Floor
548.1610'-5 3/4"7"Sunroom
E -T.O. Wall
557.91
N -T.O. Wall
558.91
N -T.O. Wall
558.91
4"
12"
4"
12"9'-0"Kitchen Dining Room Living Room
Avg. Nat. Grade
547.22
T.O. Wall-Porch
559.91
9'-6"Covered Patio 10'-0"8'-0"9'-0"Main Floor
549.91
E -T.O. Wall
557.91
N -T.O. Wall
558.91
N -Overall Height
571.54
Second Floor
558.96
T.O. Wall-2nd Floor
567.96
4"
12"
4"
12"
4"
12"
Bedroom #4
Owner's BedroomHer'sStairsFamily RoomKitchen
Avg. Nat. Grade
547.229'-0"Owner Suite Floor
548.169'-10 3/8"9'-0"10'-0"WALL SHEATHING
WALL FRAMING
3 COAT STUCCO
FOUNDATION VENT
W/1/4" GALV. MESH
FOUNDATION PER PLAN
FLOOR FRAMING
IF THIS SHEET IS NOT 11"x17", IT HAS BEEN RESIZED - SCALE ACCORDINGLY
SHEET NUMBER
SHEET TITLE
PROJECT REVISIONS
DATE:
817 Mildred StreetVersailles, KY 40383888.866.3327www.mundycs.com
#DATE
E:\2020\2020-177 Ganesan\2020-177 Ganesan 4-1.rvtA4.1
EXTERIOR
MATERIALS BOARD
Jan 5, 2022GANESAN RESIDENCE20896 4th StreetSaratoga, CA 95070PLANNING SUBMITTALSTONE TILE VENEERTYPE: TRAVERTINECOLOR: CREAMROOFING:COMPOSITION ASPHALTMANUF: CERTAIN TEEDMODEL: PRESIDENTIALCOLOR: SHADOW GRAY STUCCO FINISH AND TRIMMANUF: KELLY MOORECOLOR: FROST WINDOWSMANUF: MIGARDSASH/FRAMECOLOR: ESPRESSO FRONT DOORMANUF: EXCLUSIVE IRON DOORSCOLOR: ESPRESSOGARAGE DOORMANUF: CLOPAYCOLOR: wALNUT
46
REPORT TO THE
PLANNING COMMISSION
13514 Hammons Avenue
Meeting Date: January 12, 2022
Application: PDR21-0008 / ARB21-0034
Address/APN: 13514 Hammons Avenue / 393-34-009
Applicant / Property Owner: Tom Sloan AIA / Kyung Mo Shin & Mi Sun Kang
From: Debbie Pedro, Community Development Director
Report Prepared By: Christopher Riordan, Senior Planner
47
Report to the Planning Commission
13514 Hammons Avenue– Application #s PDR21-0008 / ARB21-0034
January 12, 2022
Page | 2
PROJECT DESCRIPTION
The applicant is requesting Design Review approval for a project which includes removal of an
existing 3,972 square foot one story single-family residence and the construction of a new 4,206
square foot one story single-family residence with an overall height of 25’-10”. Both a protected
apple and a Japanese maple tree are proposed for removal.
STAFF RECOMMENDATION
Adopt Resolution No. 22-001 approving the project subject to conditions of approval included in
Attachment 1.
Pursuant to City Code Section 15-45.060(a)(3), Design Review Approval by the Planning
Commission is required as the project includes a new structure over eighteen feet in height.
PROJECT DATA
Gross/Net Site Area: 16,691 sq. ft. gross/net (.302 acres)
Average Site Slope: Level Site
General Plan Designation: M-10 (Medium Density Residential)
Zoning: R-1-10,000
Proposed Allowed/Required
Site Coverage
Residence/Garage
Walkways, Decks, Steps
Permeable Surfaces
Total Proposed (structures)
4,206 sq. ft.
1,737 sq. ft.
993 sq. ft.
6,936 sq. ft. (41%)
10,014 sq. ft. (60%)
Floor Area
Main Residence Living Area
Attached Garage
Total Floor Area
3,467 sq. ft.
739 sq. ft.
4,206 sq. ft.
4,206 sq. ft.
Height 25’-10” 26’
Setbacks
Front:
Interior Side:
Exterior Side:
Rear:
25’-7.5”
11’-8”
25’-1”
10’-3”
25’
10’
25’
10’
Grading Cut
1 CY
Fill
1 CY
Export
0 CY
No grading limit in the
R-1-10,000 zoning
district.
SITE CHARACTERISTICS AND PROJECT DESCRIPTION
Site Description
The project site is a corner lot located at the intersection of Hammons and Thelma Avenues in
the R-1-10,000 zoning district. The site contains an existing 3,972 square feet one-story single-
family residence. A total of five (5) protected trees were inventoried by the project arborist
including one coast live oak, one apple, and three Japanese maples. The coast live oak is located
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on the adjacent site at 20221 Thelma Avenue and a potion of its canopy overhangs the project
site. The site is not located in a geologic unstable area as depicted on the City’s Ground
Movement Potential Map. Surrounding uses in the immediate vicinity include predominantly
one-story single-family residences with two-story single-family homes located on adjacent
streets.
Project Description
The architectural style of the proposed residence can best be described as “French Eclectic”.
Identifying features of this architectural style include a tall, steeply pitched hipped roof without a
dominant front-facing cross gable, arched windows and doors, and the use of brick, stone, or stucco
wall cladding.
The elements of the project which best support the French Eclectic design include a steeply pitched
(12:12 slope) symmetrical hipped roof, a horizontal building footprint, a combination of both arched
and square doors and windows, and exterior materials including both stucco and stone.
Exterior materials include grey colored asphalt roof shingles, tan colored stucco, the use of stone on
the entry element and an architectural projection of the front façade, wood shutters, aluminum clad
windows, walnut-stained front entrance door, and carriage style wood garage doors.
Vehicular access would be from Hammons Avenue. A three-foot-tall garden wall with a stucco
exterior to match the color of the residence would be located adjacent to both streets.
A colors and materials board prepared by the applicant will be available for review at the site
visit. A copy of this exhibit is also included as Attachment #5. Below is a list of the proposed
exterior materials.
Detail Colors and Materials
Exterior Tan Color Smooth Plaster
Windows / Trim Grey Colored Aluminum Clad Windows
Doors Walnut Stained Wood Entrance Door
Brown-Stained Wood Carriage Garage Doors
Roofing Dark Grey Asphalt Composite Roof Shingles
Railings Dark Bronze Colored Wrought Iron
Trees
The project arborist inventoried a total of five trees on site. As determined by the City Arborist,
two (2) protected trees including an apple tree and a Japanese maple are either in poor condition
or conflict with the location of the proposed driveway and are recommended for removal. All
remaining protected trees would be fenced and preserved prior to building permit issuance and
throughout the duration of the project. Tree protection fencing is required to be installed prior to
the issuance of building permits. Details of the arborist’s findings and description of the trees to
be removed and those to be preserved are included in the Arborist Report (Attachment 2).
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Landscaping
Proposed front yard landscaping would feature predominantly drought tolerant ground covers,
flowering annuals, and native shrubs. Trees to be planted include eight Italian cypress, four crepe
myrtles, three coast redwoods, three madrone, two magnolias, and a variety of fruit trees including
lemon, mandarin, persimmon, and date.
FINDINGS
The findings required for issuance of a Design Review Approval pursuant to City Code Section
Article 15-45.080 are set forth below and the Applicant has met the burden of proof to support
making all of those required findings:
a. Site development follows the natural contours of the site, minimizes grading, and is
appropriate given the property’s natural constraints. This finding can be made in the
affirmative in that the project minimizes changes to the contours of the site. Grading will be
limited to leveling the site to increase the size of the existing building pad and contouring
the site to direct stormwater to landscaping and retention areas. Grading is minimized as the
site is relatively level and the new structure will be located in approximately the same
location as the existing structure to be removed.
b. All protected trees shall be preserved, as provided in Article 15-50 (Tree Regulations). If
constraints exist on the property, the number of protected trees, heritage trees, and native
trees approved for removal shall be reduced to an absolute minimum. Removal of any
smaller oak trees deemed to be in good health by the City Arborist shall be minimized
using the criteria set forth in Section 15-50.080. This finding can be made in the
affirmative in that the number of protected trees to be removed is limited to one apple tree
and one Japanese maple tree which were evaluated by the City Arborist as being in poor
condition or conflict with the project. Tree protection fencing is required to be installed to
protect the remaining three protected trees prior to the issuance of building permits and will
remain in place for project duration.
c. The height of the structure, its location on the site, and its architectural elements are
designed to avoid unreasonable impacts to the privacy of adjoining properties and to
community viewsheds. This finding can be made in the affirmative in that the project is a
single-story structure with no second story windows or elevated decks or balconies to
impact the privacy of adjoining properties. Views of adjacent properties will be minimized
by the location of existing and proposed trees and shrubs adjacent to both interior property
lines. No community view sheds are in the vicinity of the project.
d. The overall mass and height of the structure, and its architectural elements are in scale
with the structure itself and with the neighborhood. This finding can be made in the
affirmative in that even though the project will be a single-story structure, the proposed roof
height of 25’-10” is taller than the existing homes on adjacent properties. The difference in
building height and the perception of mass and height of the structure is reduced by the
concentrating the building height toward the center of the lot with reduced height roof forms
for both the left and rear architectural elements to smooth the height transition to the
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adjacent homes with lower roof and plate heights. The architectural elements of the structure
are true to the French Eclectic style with steeply pitched roof forms and projections to
reduce the perception of mass.
e. The landscape design minimizes hardscape in the front setback area and contains
elements that are complementary to the neighborhood streetscape. This finding can be
made in the affirmative in that the landscape design minimizes the percentage of hardscape
in the front and exterior side setback areas. Proposed landscaping in the front setback area
will include madrone trees, crepe myrtles, Japanese maple, and three coast redwoods and
shrubs and flowers such as photinia and purple Chinese fringe flowers. Landscaping in the
street side yard setback area will include delta blue grass, roses, lemon trees, magnolia, and
numerous flowering plants and shrubs.
f. Development of the site does not unreasonably impair the ability of adjoining properties
to utilize solar energy. This finding can be made in the affirmative in that the development
will not unreasonably impair the ability of adjoining properties to utilize solar energy as the
tallest elements of the structure are located at the center of the site to minimize shadowing
and the project meets or exceeds required setbacks.
g. The design of the structure and the site development plan is consistent with the
Residential Design Handbook, pursuant to Section 15-45.055. This finding can be made in
the affirmative in that the proposed project incorporates applicable design policies and
techniques from the Residential Design Handbook. The overall mass and height of the
structure are mitigated by the design and its architectural elements; the structure is set back
in proportion to the size and shape of the lot; site development follows contours and is
appropriate given the property’s natural constraints. In addition, the proposed materials,
colors, and details enhance the architecture in a well-composed, understated manner.
h. On hillside lots, the location and the design of the structure avoid unreasonable impacts
to ridgelines, significant hillside features, community viewsheds, and is in compliance
with Section 15-13.100. This finding is not applicable to the project as the site is not
considered a hillside lot as the average slope is less than 10% nor will it affect any
significant hillside feature or community viewshed.
Neighbor Notification and Correspondence 20269 Thelma
Neighborhood notification forms and project related comments are included as Attachment 3. An
adjacent property owner at 20269 Thelma Avenue provided comments regarding the square footage
and height of the project. The neighbor asserts that 1) the square footage of the project exceeds the
allowable floor area for the site, 2) that the height of the project is too tall, 3) that a two-story project
could be constructed on the site in the future, and 4) that the project may not provide the minimum
10-foot interior setback.
The square footage of the site is 16,691 square feet with an allowable floor area of 4,206 square
feet. The proposed square footage is 4,206 square feet. The attic space is not habitable or accessible
and is not included in the projects total floor area. The allowable building height is 26 feet and the
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proposed height of 25’ -10” is under the maximum allowable height. The project is taller than
adjacent residences and staff is able to make the findings due to the design of the project to support
the proposed height. The required side and rear setback for a corner lot in the R-1-10,000 zoning
district are both 10 feet and the projects rear, and side setbacks exceed 10 feet. The project could be
converted into a two-story residence in the future and such a project would require design review
approval by the Planning Commission.
The public hearing notice and description of the project was published in the Saratoga News and
notices were mailed to all property owners within 500 feet of the project site.
ENVIRONMENTAL DETERMINATION
The project is Categorically Exempt from the Environmental Quality Act (CEQA) pursuant Section
15303, “New Construction or Conversion of Small Structures”, Class 3 (a) of the Public Resources
Code (CEQA). This exemption allows for the construction of three single-family residences in a
residential area. The project, as proposed, is for the construction of a new residence in a suburban,
residential area.
ATTACHMENTS
1. Resolution No. 22-001
2. Arborist Report dated November 23, 2021
3. Neighbor Comments and Project Notification Forms
4. Story Pole Certification
5. Materials Board
6. Project Plans
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RESOLUTION NO: 22-001
A RESOLUTION OF THE CITY OF SARATOGA PLANNING COMMISSION
APPROVING DESIGN REVIEW PDR21-0008 AND ARBORIST REPORT ARB21-0034
13514 HAMMONS AVENUE (APN 393-34-009)
WHEREAS, on March 24, 2021 an application was submitted by Tom Sloan (Applicant)
on behalf of Kyung Mo Shin and Mi Sun Kang (Owners) requesting Design Review and Arborist
Report approval to construct a new 4,206 square foot one-story single-family residence. Two
protected trees are proposed for removal. The site is located within the R-1-10,000 zoning district.
WHEREAS, the Community Development Department completed an environmental
assessment for the project in accordance with the California Environmental Quality Act (CEQA)
and recommends that the Planning Commission determine this project Categorically Exempt.
WHEREAS, on January 12, 2022 the Planning Commission held a duly noticed public
hearing on the subject application, and considered evidence presented by City Staff, the applicant,
and other interested parties.
NOW THEREFORE, the Planning Commission of the City of Saratoga hereby finds,
determines and resolves as follows:
Section 1: The recitals set forth above are true and correct and incorporated herein by
reference.
Section 2: The project is Categorically Exempt from the Environmental Quality Act
(CEQA) pursuant Section 15303, “New Construction or Conversion of Small Structures”, Class
3(a) of the Public Resources Code (CEQA). This exemption allows for the construction of a single-
family residence and small structures in a residential area.
Section 3: The proposed residence is consistent with the following Saratoga General Plan
Policies: Land Use Goal 13 which provides that the City shall use the Design Review process to
assure that the new construction and major additions thereto are compatible with the site and the
adjacent surroundings; Safety Element Site and Drainage Policy 3 which provides that the City shall
require that landscaping and site drainage plans be submitted and approved during Design Review
for a residence prior to issuance of permits; and Conservation Element Policy 6.0 which provides
that the City shall protect the existing rural atmosphere of Saratoga by carefully considering the
visual impact of new development.
Section 4: The proposed residence is consistent with the Saratoga City Code in that the
design and improvements are consistent with the design review findings. The overall mass and
height of the structure are in scale with the neighborhood; the structure is set back in proportion to
the size and shape of the lot; site development follows contours and is appropriate given the
property’s natural constraints; the porch and entry are in scale with other structures in the
neighborhood. In addition, the proposed materials, colors, and details enhance the architecture in a
well-composed, understated manner.
Attachment 1
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Section 5: The City of Saratoga Planning Commission hereby approves PDR21-0008 and
ARB21-0034, 13514 Hammons Avenue (APN 393-34-009), subject to the Findings, and Conditions
of Approval attached hereto as Exhibit 1.
PASSED AND ADOPTED by the City of Saratoga Planning Commission on this 12th day of
January 2022 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
____________________________
Anjali Kausar
Chair, Planning Commission
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Exhibit 1
CONDITIONS OF APPROVAL
PDR21-0008 / ARB21-0034
13514 HAMMONS AVENUE
(APN 393-34-009)
GENERAL
1. All conditions below which are identified as permanent or for which an alternative period of
time for applicability is specified shall run with the land and apply to the landowner’s
successors in interest for such time period. No zoning clearance, or demolition, grading for this
project shall be issued until proof is filed with the city that a certificate of approval documenting
all applicable permanent or other term-specified conditions has been recorded by the applicant
with the Santa Clara County Recorder’s office in form and content to the Community
Development Director. If a condition is not “Permanent” or does not have a term specified, it
shall remain in effect until the issuance by the City of Saratoga of a Certificate of Occupancy or
its equivalent.
2. The Owner and Applicant will be mailed a statement after the time the Resolution granting this
approval is duly executed, containing a statement of all amounts due to the City in connection
with this application, including all consultant fees (collectively “processing fees”). This
approval or permit shall expire sixty (60) days after the date said notice is mailed if all
processing fees contained in the notice have not been paid in full. No Zoning Clearance or
Demolition, Grading, or Building Permit may be issued until the City certifies that all
processing fees have been paid in full (and, for deposit accounts, a surplus balance of $500 is
maintained).
3. The Project shall maintain compliance with all applicable regulations of the State, County, City
and/or other governmental agencies having jurisdiction including, without limitation, the
requirements of the Saratoga City Code incorporated herein by this reference.
4. As a condition of this Approval, Owner and Applicant hereby agree to defend, indemnify, and
hold the City and its officers, officials, boards, commissions, employees, agents and volunteers
harmless from and against:
a. any and all claims, actions or proceedings to attack, set aside, void or annul any action
on the subject application, or any of the proceedings, acts or determinations taken, done
or made prior to said action; and
b. any and all claims, demands, actions, expenses or liabilities arising from or in any
manner relating to the performance of such construction, installation, alteration or
grading work by the Owner and/or Applicant, their successors, or by any person acting
on their behalf.
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In addition, prior to any Zoning Clearance, Owner and Applicant shall execute a separate
agreement containing the details of this required Agreement to Indemnify, Hold Harmless and
Defend, which shall be subject to prior approval as to form and content by the City Attorney.
COMMUNITY DEVELOPMENT DEPARTMENT
** Permanent Condition
5. The owner/applicant shall comply with all City requirements regarding drainage, including but
not limited to complying with the city approved Stormwater management plan. The project shall
retain and/or detain any increase in design flow from the site, that is created by the proposed
construction and grading project, such that adjacent down slope properties will not be negatively
impacted by any increase in flow. Design must follow the current Santa Clara County Drainage
Manual method criteria, as required by the building department. Retention/detention element
design must follow the Drainage Manual guidelines, as required by the building department.
6. The development shall be located and constructed to include those features, and only those
features, as shown on the Approved Plans dated December 31, 2021. All proposed changes to
the approved plans must be submitted in writing with plans showing the changes, including a
clouded set of plans highlighting the changes. Such changes shall be subject to approval in
accordance with City Code.
7. Prior to issuance of Building Permits, the applicant shall submit for staff approval, a Lighting
Plan for the home’s exterior and landscaped areas. Proposed exterior lighting shall be limited to
full cut off & shielded fixtures with downward directed illumination so as not to shine on
adjacent properties or public right-of-way. All proposed exterior lighting shall be designed to
limit illumination to the site and avoid creating glare impacts to surrounding properties.
8. To comply with standards that minimize impacts to the neighborhood during site preparation
and construction, the applicant shall comply with City Code Sections 7-30.060 and 16-75.050,
with respect to noise, construction hours, maintenance of the construction site and other
requirements stated in these sections.
9. Prior to issuance of Building Permits, the applicant shall prepare for review and approval by
City staff a Construction Management Plan for the project which includes but is not limited to
the following:
a. Proposed construction worker parking area.
b. Proposed construction hours that are consistent with City Code.
c. Proposed construction/delivery vehicle staging or parking areas.
d. Proposed traffic control plan with traffic control measures, any street closure, hours for
delivery/earth moving or hauling, etc. To the extent possible, any deliveries, earth
moving or hauling activities will be scheduled to avoid peak commute hours.
e. Proposed construction material staging/storage areas.
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f. Location of project construction sign outlining permitted construction work hours, name
of project contractor and the contact information for both homeowner and contractor.
10. All fences, walls and hedges shall conform to height requirements provided in City Code
Section 15-29.
11. The final landscaping and irrigation plan submitted for Building Permit approval shall
demonstrate how the project complies with the State Water Efficient Landscape Ordinance and
shall consider the following:
a. To the extent feasible, landscaping shall be designed and operated to treat storm water
runoff by incorporating elements that collect, detain and infiltrate runoff. In areas that
provide detention of water, plants that are tolerant of saturated soil conditions and
prolong exposure to water shall be specified.
b. To the extent feasible, pest resistant landscaping plants shall be used throughout the
landscaped area, especially along any hardscape area.
c. Plant materials selected shall be appropriate to site specific characteristics such as soil
type, topography, climate, amount and timing of sunlight, prevailing winds, rainfall, air
movement, patterns of land use, ecological consistency and plant interactions to ensure
successful establishment.
d. Pest resistant landscaping plants shall be considered for use throughout the landscaped
area, especially along any hardscape area.
e. Any proposed or required under grounding of utilities shall take into account potential
damage to roots of protected trees
12. Front yard landscaping shall be installed prior to final inspection or a bond satisfactory to the
Community Development Department valued at 150% of the estimated cost of the installation
of such landscaping shall be provided to the City.
13. ** This condition is permanent. The attic area shall not be made accessible or improved in any
manner that would cause the space to be considered “habitable” per Section 15-06.280 of the
Saratoga City Code.
14. A locking mailbox approved for use by the U.S. Postal service shall be installed and in
compliance with Saratoga Municipal Code section 6-25.030. The mailbox shall be installed
prior to final inspection.
15. A Building Permit must be issued, and construction commenced within 36 months from the date
of adoption of this Resolution or the Design Review Approval will expire unless extended in
accordance with the City Code.
16. West Valley Collection & Recycling is the exclusive roll-off and debris box provider for the
City of Saratoga.
FIRE DEPARTMENT
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17. The owner/applicant shall comply with all Fire Department requirements.
ARBORIST
18. All requirements in the City Arborist Report (ARB21-0037) dated November 23, 2021 are
hereby adopted as conditions of approval and shall be implemented as part of the approved
plans.
ENGINEERING
19. The owner/applicant shall comply with all City requirements regarding drainage, including but
not limited to complying with the city approved Stormwater management plan. The project shall
retain and/or detain any increase in design flow from the site, that is created by the proposed
construction and grading project, such that adjacent down slope properties will not be negatively
impacted by any increase in flow. Design must follow the current Santa Clara County Drainage
Manual method criteria, as required by the building department. Retention/detention element
design must follow the Drainage Manual guidelines, as required by the building department.
20. Applicant / Owner shall obtain an encroachment permit for any and all improvements in any
City right-of-way or City easement including all new utilities prior to commencement of the
work to implement this Design Review.
21. Applicant / Owner shall make the following improvements in the City right-of-way:
a. Install a new driveway approach per City Standard Detail 205 & 206 for the new
driveway.
b. Remove existing unused driveway approach and replace with new vertical curb and
gutter per City Standard Detail 203. Removal of existing rolled curb concrete shall be
from joint to joint within the property line. Curb and gutter shall be placed over a
minimum of six inches (6”) of base. It shall be compacted to 95% relative
compaction before placing concrete. See City of Saratoga Standard details.
See City of Saratoga Standard Details for removal and new installation. New flow line
shall conform to existing flow lines and grade.
22. Damages to driveway approach, curb and gutter, public streets, or other public improvements
during construction shall be repaired prior to final inspection.
23. All new/upgraded utilities shall be installed underground.
24. Applicant / Owner shall maintain the streets, sidewalks and other right of way as well as
adjacent properties, both public and private, in a clean, safe and usable condition. All spills of
soil, rock or construction debris shall be removed immediately.
25. The Owner/Applicant shall incorporate adequate source control measures to limit pollutant
generation, discharge, and runoff (e.g. landscaping that minimizes irrigation and runoff,
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promotes surface infiltration where possible, minimizes the use of pesticides and fertilizers, and
incorporates appropriate sustainable landscaping practices and programs, such as Bay-Friendly
Landscaping).
26. All building and construction related activities shall adhere to New Development and
Construction – Best Management Practices as adopted by the City for the purpose of preventing
storm water pollution:
• Owner shall implement construction site inspection and control to prevent
construction site discharges of pollutants into the storm drains per approved
Erosion Control Plan.
• The City requires the construction sites to maintain year-round effective erosion
control, run-on and run-off control, sediment control, good site management, and
non-storm water management through all phases of construction (including, but not
limited to, site grading, building, and finishing of lots) until the site is fully
stabilized by landscaping or the installation of permanent erosion control measures.
• City will conduct inspections to determine compliance and determine the
effectiveness of the BMPs in preventing the discharge of construction pollutants
into the storm drain. Owner shall be required to timely correct all actual and
potential discharges observed.
27. Prior to foundation inspection by the City, the LLS of record shall provide a written certification
that all building setbacks are per the approved plans.
28. Prior to the Building final, all Public Works conditions shall be completed per approved plans.
29. Upon the completion of this project the elevation of the lowest floor including basement shall be
certified by a registered professional engineer or surveyor and verified by the City's building
inspector to be properly elevated. Such certification and verification shall be provided to the
City’s Floodplain Administrator.
BUILDING DEPARTMENT SUBMITTAL
30. Four (4) sets of complete construction plans shall be submitted to the Building Division. These
plans shall be subject to review and approval by the City prior to issuance of Zoning Clearance.
The construction plans shall, at a minimum include the following:
a. Architectural drawings and other plan sheets consistent with those identified as Exhibit “A”
on file with the Community Development Department.
b. All additional drawings, plans, maps, reports, notes, and/or materials required by the
Building Division.
c. This signed and dated Resolution printed onto separate construction plan pages.
***End of Conditions ***
59
Community Development Department
13777 Fruitvale Avenue
Saratoga, CA 95070
www.saratoga.ca.us/171/trees
408.868.1276
CITY OF SARATOGA ARBORIST APPROVAL
Conditions of Approval and Tree Protection Plan
Prepared by Christina Fusco, City Arborist Application No. ARB21-0037
Phone: (408) 868-1276 Address: 13514 Hammons Ave
Email: cfusco@saratoga.ca.us Owner: SHIN KYUNG MO AND KANG MI SUN
APN: 393-34-009
Date: November 23, 2021
PROJECT SCOPE:
The applicant has submitted plans to demolish the existing home and construct a new one-story home.
Two trees are requested for removal to construct the project.
PROJECT DATA IN BRIEF:
Tree security deposit – Required - $3,820
Tree protection – Required – See Conditions of Approval and attached map.
Tree removals – Trees # 2 and #3 are approved for removal once building
permits have been issued.
Replacement trees – Required = $3,250
ATTACHMENTS:
1 – Findings
2 – Tree Removal Criteria
3 – Tree Information
4 – Conditions of Approval
5 – Map Showing Tree Protection
1 of 8
Attachment 2
60
13514 Hammons Ave Attachment 1
FINDINGS:
Tree Removals
According to Section 15-50.080 of the City Code, whenever a tree is requested for removal
as part of a project, certain findings must be made and specific tree removal criteria met.
One apple and one Japanese maple are in conflict with the project and meet the City’s
criteria allowing them to be removed and replaced as part of the project, once building
division permits have been obtained. Attachment 2 contains the tree removal criteria for
reference.
Table 1: Summary of Tree Removal Criteria that are met
Tree No. Species Criteria met Comments
2 Malus domestica
apple 1, 6, 9
3 Acer palmatum
Japanese maple 1, 6, 9
New Construction
Based on the information provided, and as conditioned, this project complies with the
requirements for the setback of new construction from existing trees under Section 15-
50.120 of the City Code.
Tree Preservation Plan
Section 15-50.140 of the City Code requires a Tree Preservation Plan for this project. To
satisfy this requirement the following shall be copied onto a plan sheet and included in the
final sets of plans:
1)The tree information and recommendations, and the map showing tree protection
from the submitted arborist report dated December 9, 2021 and revised October
25, 2021;
2)The Project Data in Brief and the Conditions of Approval from this report dated
November 23, 2021.
2 of 8 61
13514 Hammons Ave Attachment 2
TREE REMOVAL CRITERIA
Criteria that permit the removal of a protected tree are listed below. This information is from
Article 15-50.080 of the City Code and is applied to any tree requested for removal as part of the
project. If findings are made that meet the criteria listed below, the tree(s) may be approved for
removal and replacement during construction.
(1)The condition of the tree with respect to disease, imminent danger of falling, proximity to existing or
proposed structures and interference with utility services, and whether the tree is a Dead tree or a
Fallen tree.
(2)The necessity to remove the tree because of physical damage or threatened damage to
improvements or impervious surfaces on the property.
(3)The topography of the land and the effect of the tree removal upon erosion, soil retention and the
diversion or increased flow of surface waters, particularly on steep slopes.
(4)The number, species, size and location of existing trees in the area and the effect the removal would
have upon shade, privacy impact, scenic beauty, property values, erosion control, and the general
welfare of residents in the area.
(5)The age and number of healthy trees the property is able to support according to good forestry
practices.
(6)Whether or not there are any alternatives that would allow for retaining or not encroaching on the
protected tree.
(7)Whether the approval of the request would be contrary to or in conflict with the general purpose
and intent of this Article.
(8)Any other information relevant to the public health, safety, or general welfare and the purposes of
this ordinance as set forth in Section 15-50.010
(9)The necessity to remove the tree for economic or other enjoyment of the property when there is no
other feasible alternative to the removal.
(10)The necessity to remove the tree for installation and efficient operation of solar panels, subject to
the requirements that the tree(s) to be removed, shall not be removed until solar panels have been
installed and replacement trees planted in conformance with the City Arborist's recommendation.
(11)The necessity to remove a tree following the creation of defensible space within 100 feet of a
structure located within the Wildland Urban Interface, in accordance with defensible space
standards established by CAL FIRE or as determined by Santa Clara County Fire Department, and that
risk of increased wildfire cannot reasonably be addressed through maintenance or without tree
removal.
3 of 8 62
13514 Hammons Ave Attachment 3
TREE INFORMATION:
Project Arborist: Richard Gessner
Date of Report: December 9, 2021 and revised October 25, 2021;
Number of protected trees inventoried: 5
Number of protected trees requested for removal: 2
A table summarizing information about each tree is below.
Table 2: Tree information from submitted arborist report dated December 9, 2021, and
revised October 25, 2021.
4 of 8 63
13514 Hammons Ave Attachment 4
CONDITIONS OF APPROVAL
1.Owner, Architect, Contractor: It is the responsibility of the owner, architect and contractor
to be familiar with the information in this report and implement the required conditions.
2.Permit:
a.Receipt of a Planning or Building permit does not relieve applicant of his responsibilities
for protecting trees per City Code Article 15-50 on all construction work.
b.No protected tree authorized for removal or encroachment pursuant to this project may
be removed or encroached upon until the issuance of the applicable permit from the
building division for the approved project.
3.Final Plan Sets:
a.Shall include the tree information and protection recommendations from the arborist
report by Richard Gessner dated December 9, 2021, and revised October 25,
2021copied onto a plan sheet.
b.Shall include the Project Data in Brief, the Conditions of Approval, and the map showing
tree protection sections of the City Arborist report dated November 23, 2021.
4.Tree Protection Security Deposit:
a.Is required per City Ordinance 15-50.080.
b.Shall be $3,820 for tree(s) 1, 4, and 5.
c.Shall be obtained by the owner and filed with the Community Development Department
before obtaining Building Division permits.
d.May be in the form of cash, check, or a bond.
e.Shall remain in place for the duration of construction of the project.
f.May be released once the project has been completed, inspected, and approved by the
City Arborist.
5.Tree Protection Fencing:
a.Shall be installed as shown on the attached map.
b.Shall be shown on the Site Plan.
c.Shall be established prior to the arrival of construction equipment or materials on site.
d.Shall be comprised of six-foot high chain link fencing mounted on 2-inch diameter
galvanized posts, driven into the ground and spaced no more than 10 feet apart.
e.Shall be posted with signs saying, “TREE PROTECTION FENCE - DO NOT MOVE OR
REMOVE WITHOUT APPROVAL FROM CITY ARBORIST, CHRISTINA FUSCO (408) 868-
1276”.
f.Call City Arborist, Christina Fusco at (408) 868-1276 for an inspection of tree protection
fencing once it has been installed. This is required prior to obtaining building division
permits.
g.Tree protection fencing shall remain undisturbed throughout the construction until final
inspection.
5 of 8 64
13514 Hammons Ave Attachment 4
6.Construction: All construction activities shall be conducted outside tree protection fencing
unless permitted as conditioned below. These activities include, but are not necessarily
limited to, the following: demolition, grading, trenching for utility installation, equipment
cleaning, stockpiling and dumping materials (including soil fill), and equipment/vehicle
operation and parking.
7.Work inside fenced areas:
a. Requires a field meeting and approval from City Arborist before performing work.
b.Requires Project Arborist on site to monitor work.
8.Project Arborist:
a.Shall be Richard Gessner unless otherwise approved by the City Arborist.
b.Shall visit the site every two weeks during grading, trenching or digging activities and
every six weeks thereafter. A letter/email shall be provided to the City after each
inspection which documents the work performed around trees, includes photos of the
work in progress, and provides information on tree condition during construction.
c.Shall supervise any permitted pruning or root pruning of trees on site. Roots of
protected trees measuring two inches in diameter or more shall not be cut without prior
approval of the Project Arborist.
9.Tree removal:
Trees 2 and 3 meet the criteria for removal and may be removed once building division
permits have been obtained.
10.New trees:
a.New trees equal to $3,250 shall be planted as part of the project before final inspection
and occupancy of the new home. New trees may be of any species and planted
anywhere on the property as long as they do not encroach on retained trees.
Replacement values for new trees are listed below.
15 gallon = $350 24 inch box = $500 36 inch box = $1,500
48 inch box = $5,000 60 inch box = 7,000 72 inch box = $15,000
b.Trees shall be replaced on or off site according to good forestry practices and shall
provide equivalent value in terms of aesthetic and environmental quality, size, height,
location, appearance and other significant beneficial characteristics of the removed
trees.
11.Damage to protected trees that will be retained:
a.Should any protected tree be damaged beyond repair, new trees shall be required to
replace the tree. If there is insufficient room to plant the necessary number of new
trees, some of the value for trees may be paid into the City’s Tree Fund. Replacement
values for new trees are listed below.
b.Water loving plants and lawns are not permitted under oak tree canopies. Only drought
tolerant plants that are compatible with oaks are permitted under the outer half of the
canopy of oak trees on site.
6 of 8 65
13514 Hammons Ave Attachment 4
12.Final inspection:
At the end of the project, when the contractor wants to remove tree protection fencing and
have the tree protection security deposit released by the City, call City Arborist for a final
inspection. Before scheduling a final inspection from the City Arborist, have the project
arborist do an inspection, prepare a letter with their findings and provide that letter to the
City for the project file.
7 of 8 66
AƩachment 5 13514 Hammons Ave 8 of 867
City of Saratoga
Neighbbr Notiflcation Form
Project Address: 13514 Hammons Avenue, Saratoqa, CA 95070
A project is proposed at the above address. The City asks that you sign this form to indicate you
have had an oppoftunity to review and comment on the proposal. Your signature is not an
acceptance of the plans, only an acknowledgement that you have had an opportunity to comment.
IMPORTANT NOTE FROM CITY: These plans are PRELIMINARY ONLY and may change as the project
moves forward. Architectural Plans are protected under copyright law, The applicant should allow
you to view the plans but is not required to give you a physical copy.
Once the application is submitted, you may review a full sized set of plans at City Hall during normal
business hours. The applicant should inform you when the plans will be submitted.
Please contact the City at 408-8 68-L222if you have any questions.
This notice is being provided to all of the adjoining property owners and the property owner(s)
across the street from the project address. The City will send an additional notice to adjacent
neighbors prior to a decision being made on the project.
Neighbor Name:
Neighbor Address:
Neighbor Contact Info: (phone or email):
- This enables the City to contact you if they have any questions
Please address any initial concerns below (attach additional sheets if necessary):
Feel free to mail this form directly to the City:
City of Saratoga Planning Department; 13777 Fruitvale Avenue; Saratoga CA 95070
b/>0fr
My signature below certifies that I am aware of the proposal.
NEIGHBOR SIGNATURE:
Revised February 2Ot4
Attachment 3
68
City of Saratoga
Neighbbr Notifl cation Form
Project Address: 13514 Hammons Avenue, Saratoqa, CA 95070
A project is proposed at the above address. The City asks that you sign this form to indicate you
have had an oppoftunity to review and comment on the proposal. Your signature is not an
acceptance of the plans, only an acknowledgement that you have had an opportunity to comment.
IMPORTANT NOTE FROM CITY: These plans are PRELIMINARY ONLY and may change as the project
moves forward. Architectural Plans are protected under copyright law. The applicant should allow
you to view the plans but is not required to give you a physical copy.
Once the application is submitted, you may review a full sized set of plans at City Hall during normal
business hours. The applicant should inform you when the plans will be submitted.
Ptease contact the City at 408-8 68-L222if you have any questions.
This notice is being provided to all of the adjoining propefty owners and the property owner(s)
across the street from the project address. The City will send an additional notice to adjacent
neighbors prior to a decision being made on the project.
NelshborName:
NeishborContactlnfo:(phoneoremait)
- This enables the City to contact you if they have any questtons
Please address any initial concerns below (attach additional sheets if necessary):
Feel free to mail this form directly to the City:
City of Saratoga Planning Department; 13777 Fruitvale Avenue; Saratoga CA 95070
My signature below certifies that I am aware of loposal.
NEIGHBOR SIGNATURE:
Revised February 20L4
69
City of Sarctoga
Neighbor Notiflcation Form
Project Address: 13514 Hammons Avenue, Saratoqa, CA 95070
A project is proposed at the above address. The City asks that you sign this form to indicate you
have had an oppoftunity to review and comment on the proposal. Your signature is not an
acceptance of the plans, only an acknowledgement that you have had an opportunity to comment.
IMPORTANT NOTE FROM CITY: These plans are PRELIMINARY ONLY and may change as the project
moves forward. Architectural Plans are protected under copyright law, The applicant should allow
you to view the plans but is not required to give you a physical copy.
Once the application is submitted, you may review a full sized set of plans at City Hall during normal
business hours. The applicant should inform you when the plans will be submitted.
Pf ease contact the City at 408-8 68-L222if you have any questions.
This notice is being provided to all of the adjoining property owners and the property owner(s)
across the street from the project address. The City will send an additional notice to adjacent
neighbors prior to a decision being made on the project.
Neishbor Name: 'ttl-n *Lhr,c, C hr' ctn'f Date:
Neighbor Address: -Th€
/r"nn Ate Si.v ,..fa' ),Lt C A cl 5 c 7 D
Neishbor contact Info: (phone or emait):
- This enables the City to contact you if they have any questions
Please address any initial concerns below (attach additional sheets if necessary):
Feel free to mail this form directly to the City:
City of Saratoga Planning Department; t3777 Fruitvale Avenue; Saratoga CA 95070
My signature below certifies that I am aware of the proposal.
NEIGHBOR SIGNATURE:
Revised February 2Ot4
70
City of Sarctoga
Neighbor Notifl cation Form
Project Address: 13514 Hammons Avenue, Saratoqa, CA 95070
A project is proposed at the above address. The City asks that you sign this form to indicate you
have had an oppoftunity to review and comment on the proposal. Your signature is not an
acceptance of the plans, only an acknowledgement that you have had an opportunity to comment.
IMPORTANT NOTE FROM CITY: These plans are PRELIMINARY ONLY and may change as the project
moves forward. Architectural Plans are protected under copyright law. The applicant should allow
you to view the plans but is not required to give you a physical copy.
Once the application is submitted, you may review a full sized set of plans at City Hall during normal
business hours. The applicant should inform you when the plans will be submitted.
Pfease contact the City at 408-8 68-L222if you have any questions.
This notice is being provided to all of the adjoining property owners and the property owner(s)
across the street from the project address. The City will send an additional notice to adjacent
neighbors prior to a decision being made on the project.
Neighbor Name:cLr
Neighbor Address:
4Li
Neighbor Contact Info: (phone or email):
- This enables the City to contact you if they have any questions
Please address any initial concerns below (attach additional sheets if necessary):
Feel free to mail this form directly to the City:
City of Saratoga Planning Department; 13777 Fruitvale Avenue; Saratoga CA 95070
proposal.
Revised February 2OI4
71
City of Sarctoga
Neighbor Notifi cation Form
Project Address: 13514 Hammons Avenue, saratoqa, cA 95070
A project is proposed at the above address. The City asks that you sign this form to indicate you
have had an oppoftunity to review and comment on the proposal. Your signature is not an
acceptance of the plans, only an acknowledgement that you have had an opportunity to comment.
IMPORTANT NOTE FROM CITY: These plans are PRELIMINARY ONLY and may change as the project
moves fonvard. Architectural Plans are protected under copyright law. The applicant should allow
you to view the plans but is not required to give you a physical copy.
Once the application is submitted, you may review a full sized set of plans at City Hall during normal
business hours. The applicant should inform you when the plans will be submitted.
Please contact the city at 408-8 68-L222if you have any questions.
This notice is being provided to all of the adjoining property owners and the property owner(s)
across the street from the project address. The City will send an additional notice to adjacent
neighbors prior to a decision being made on the project.
Neighbor Name:
Neishbor Address: h\ der C-l
Nelshborcontactlnfo: (
- This enables the City to contact you if they have any questions
Please address any initial concerns below (attach additional sheets if necessary):
Feel free to mail this form directly to the City:
City of Saratoga Planning Depaftment; 13777 Fruitvale Avenue; Saratoga CA 95070
My signature below certifies that I am aware of the proposal.
NEIGHBOR SIGNATURE:
Revised February 2OI4
72
City of Sar:atoga
Neighbor Notification Form
Project Address: 13514 Hammons Avenue, Saratoqa, CA 95070
A project is proposed at the above address. The City asks that you sign this form to indicate you
have had an oppoftunity to review and comment on the proposal. Your signature is not an
acceptance of the plans, only an acknowledgement that you have had an opportunity to comment.
IMPORTANT NOTE FROM CITY: These plans are PRELIMINARY ONLY and may change as the project
moves fonryard. Architectural Plans are protected under copyright law, The applicant should allow
you to view the plans but is not required to give you a physical copy.
Once the application is submitted, you may review a full sized set of plans at City Hall during normal
business hours. The applicant should inform you when the plans will be submitted.
Please contact the City at 408-8 68-L222if you have any questions.
This notice is being provided to all of the adjoining property owners and the propefty
across the street from the project address. The City will send an additional notice to
neighbors prior to a decision being made on the project.
Neighbor Name:
owner(s)
adjacent
>t
Neighbor Address:
-fl€L/ttA
Neighbor Contact Info: (phone or email):
- This enables the City to contact you if they have any questions
Please address any initial concerns below (attach additional sheets if necessary):
Feel free to mail this form directly to the City:
City of Saratoga Planning Depaftment; 13777 Fruitvale Avenue; Saratoga CA 95070
My signature below ceftifies that I am awa proposal.
NEIGHBOR SIGNATURE:
Revised February 2OL4
73
City of Sarctoga
Neighbor Notification Form
Project Address: 13514 Hammons Avenue, Saratoqa, CA 95070
A project is proposed at the above address. The City asks that you sign this form to indicate you
have had an opportunity to review and comment on the proposal. Your signature is not an
acceptance of the plans, only an acknowledgement that you have had an oppoftunity to comment.
IMPORTANT NOTE FROM CITY: These plans are PRELIMINARY ONLY and may change as the project
moves forward. Architectural Plans are protected under copyright law. The applicant should allow
you to view the plans but is not required to give you a physical copy.
Once the apptication is submitted, you may review a full sized set of plans at City Hall during normal
business hours. The applicant should inform you when the plans will be submitted.
Please contact the City at 408-8 68-L222if you have any questions.
This notice is being provided to all of the adjoining property owners and the property owner(s)
across the street from the project address. The City will send an additional notice to adjacent
neighbors prior to a decision being made on the project.
Neighbor Name:C J oN Gj filfitr'
Neighbor Address:rAELtqA AVr, 5fit2A1/)44,il lep7o
Neighbor Contact Info: (phone or email):
- This enables the City to contact you if they have any questions
Please address any initial concerns below (attach additional sheets if necessary):
Feel free to mail this form directly to the City:
City of Saratoga Planning Department; 13777 Fruitvale Avenue; Saratoga CA 95070
My signature below certifies that I am aware of the proposal.
NEIGHBOR SIGNATURE:
Revised Februa ry 2OL4
74
Planning Commission Comments Form
Your Name Philip Fries
Phone Number
Comments Application PDR21-0008/ARB21-0034 re: 13514 Hammons
Avenue (393-34-009)
Dear Gentlepersons:
I write to you in response to a notice of hearing before the City
of Saratoga planning commission that I just received for the
design of the subject property. I am sending this response to
express concerns on the new proposed design, since I will not
be able to join the City of Saratoga meeting that has been
scheduled for January 12, 2022.
I believe the proposed design of the home for the property is
not desirable to the area or surrounding properties. The
proposed design also does not appear to conform with the City
of Saratoga’s current design requirements. For these reasons, I
believe an approval should not be granted by the City of
Saratoga to the proposed design.
First, the design of the new house seems to be way too large
for the property lot. According the City of Saratoga’s current
planning department rules, the maximum permitted living floor
allowance for the property is 3,540 sq feet (3,200 sq feet plus
340 sq feet), assuming this is a 12,000 sq foot lot with a R-1-
10,000 designation.
Further, the use of the 25 foot, 10 inch height may not take into
consideration the City of Saratoga’s planning commission rules
that require living space with an interior floor to ceiling height of
15 feet or greater be double counted. If double counting of
such space occurs (if there are heights of 15 feet or greater),
then the square footage would be much more.
Based on the foregoing, it appears that the planned living floor
allowance may substantially exceed the permitted living floor
allowance that exists under the City of Saratoga’s planning
75
department rules.
Second and more importantly, the height of the planned new
home is way too tall. A height of 25 feet, 10 inches exceeds
substantially the height of adjacent and surrounding homes,
and will create viewing obstructions of trees, skies, etc. in a
manner that will affect detrimentally the aesthetic appearance
of the area. This proposed new home will stand out as being
way too tall for the property lot and will cause major viewing
obstructions to property owners.
Third, the design plans indicate that the home will be a one-
story home. If construction occurs with a 25 foot, 10 inch
height, there is nothing that may prevent such house from
being converted at a later time to a two story house through an
internal renovation that would not change the exterior of the
house or otherwise be visible to property owners.
Lastly, I understand that there is a required 10 foot interior side
setback that must occur. From a brief look at the poles and
flags placed on the site, it’s not clear that that this setback
requirement is met. The plan should have a minimum 10 foot
interior side setback, if it doesn’t already have that setback.
76
Attachment 4
77
EXTERIOR WALL FINISH
STUCCO PLASTER-
BEACHSIDE VILLA COLOR
EXTERIOR WALL FINISH :
-MCGREGOR LAKE STONE
-STONE VENEER
WINDOWS & EXTERIOR
DOORS:
ALUMINUM CLAD - 'CLAY'
ANODIZED ALUMINUM
CONCRETE AT PATIOS,
STEPS, WALKS :
GREY POURED IN PLACE CONCRETE
3-05-21
ROOFING
ASPHALT COMPOSITION
ROOFING- CERTAINTEED
PRESIDENTIAL TL - COUNTRY
GRAY
EXTERIOR FRONT DOOR
WOOD - WALNUT DARK STAINED
DRIVEWAY, WALKWAYS,
PATIOS PERMEABLE PAVERS
ECO-FRIENDLY 'PERMEABLE MISSION
PAVEMENT' - PREMIUM GRANITE BAY
COLOR BY 'BASALITE'PATTERNCOLORSTEEL RAILING -DARK BRONZE COLORGARAGE DOORS
WOOD 'CARRIAGE' STYLE
DOORS - 'HAMPTON SAGE'
COLORSTYLECOLOR
1475 S BASCOM AVE SUITE 208 • CAMPBELL, CA 95008 • (408) 871-1071 PH
METRO
GROUP
DESIGN
13514 Hammons ave. Saratoga, CA 95070
SHIN RESIDENCE
Attachment 3
78
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-0.0
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
20691
A-0.0
C-1.0
C-2.0
C-2.1
C-3.0
A-1.0
A-1.1
A-1.2
A-1.3
A-2.0
A-3.0
A-4.0
A-4.1
A-5.0
L-1
L-2
L-3
COVER SHEET
BEST MANAGEMENT PRACTICES
GRADING AND DRAINAGE PLAN
DETAILS
TOPOGRAPHIC SURVEY
STREET PROFILES
STREETSCAPE ELEVATIONS
PROPOSED SITE PLAN
DEMOLITION SITE PLAN
PROPOSED FLOOR PLAN
PROPOSED ROOF PLAN
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
SECTIONS
LANDSCAPE PLAN
LANDSCAPE PLAN
HYDRO-ZONE PLAN
PROJECT SITE
GENERAL NOTES VICINITY MAPPROJECT INFORMATION
AS-NOTED
COVER SHEET
AREA TABULATIONS
GENERAL NOTES
PROJECT INFORMATION
AREA TABULATIONS
PROJECT DESCRIPTION
VICINITY MAP
SHEET INDEX
CONSULTANT DIRECTORY
CONSULTANT DIRECTORY
PROJECT DESCRIPTION
ARCHITECT METRO DESIGN GROUP
CONTACT :TOM SLOAN A.I.A.
1475 S. BASCOM AVE. # 208
CAMPBELL, CALIFORNIA 95008
(408) 871-1071 PHONE
PROPERTY OWNERS
PHONE
MAILING
ADDRESS
PROJECT
ADDRESS
A.P.N.
ZONING
LOCATED WITHIN DESIGNATED
WILDLAND URBAN INTERFACE
FIRE AREA
AGE OF HOME
SETBACK
REQUIREMENTS
MAX HEIGHT
ALLOWABLE / PROPOSED
STORIES
CONSTRUCTION TYPE
OCCUPANCY
FIRE SPRINKLERS
EXISTING USE
KYUNG SHIN
13514 HAMMONS AVENUE
SARATOGA, CA 95070
13514 HAMMONS AVENUE
SARATOGA, CA 95070
393-34-009
R - 1-10,000
NO
1956
REQUIRED
SIDE EXTERIOR: 25'-0"
FRONT: 25'-0"
SIDE INTERIOR: 10'-0"
REAR: 10'-0"
PROPOSED
SIDE EXTERIOR: 25'-1"
FRONT: 25'-7 1/2"
SIDE INTERIOR: 11'-8"
REAR: 10'-3"
ALLOWED PROPOSED
26'-0" 25'-10 1/2"
2 1
V-B
R-3/U
REQUIRED (NFPA-13D)
EXISTING 1 STORY RESIDENCE
SHEET INDEX
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING
CODES, AS WELL AS ALL APPLICABLE
STATE CODES & LOCAL CITY ORDINANCES,
2019 CALIFORNIA BUILDING CODE (C.B.C.)
2019 CALIFORNIA RESIDENTIAL CODE (C.R.C.)
2019 CALIFORNIA ELECTRICAL CODE (C.E.C.)
2019 CALIFORNIA PLUMBING CODE (C.P.C.)
2019 CALIFORNIA MECHANICAL CODE (C.M.C.)
2019 CALIFORNIA FIRE CODE (C.F.C.)
2019 CALIFORNIA ENERGY CODE (C.E.C.)
2019 CALIFORNIA GREEN CODE (C.G.C.)
NOTHING ON THE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THESE CODES & REGULATIONS.
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL EXAMINE THOROUGHLY
THE SITE AND SATISFY THEMSELVES AS TO THE CONDITIONS TO WHICH THE
WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL VERIFY AT THE SITE ALL
MEASUREMENTS AFFECTING HIS WORK, AND SHALL BE RESPONSIBLE FOR THE
CORRECTNESS OF THE SAME. NO EXTRA COST TO THE OWNER WILL BE
ALLOWED RESULTING FROM HIS NEGLIGENCE TO EXAMINE OR FAILURE TO
DISCOVER CONDITIONS AFFECTING HIS WORK.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS BY
TAKING FIELD MEASUREMENTS; FOR PROPER FIT AND ATTACHMENT OF ALL
PARTS IS REQUIRED. SHOULD THERE BE ANY DISCREPANCIES, IMMEDIATELY
REPORT TO THE ARCHITECT IN WRITING PRIOR TO
COMMENCEMENT OF ANY RELATED WORK. IN THE EVENT OF THE
CONTRACTOR'S FAILURE TO DO SO, THE CONTRACTOR SHALL BE FULLY AND
SOLELY RESPONSIBLE FOR THE CORRECTION OR ADJUSTMENT OF ANY SUCH
RELATED WORK OR ERRORS.
DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE
PRECEDENCE OVER SCALED DRAWINGS.
MINOR DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE
TO BE EXPECTED. CONDITIONS REQUIRING CLARIFICATION SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.
CONTRACTOR AND ALL SUBCONTRACTORS SHALL INSTALL OR APPLY, AND
PROTECT ALL PRODUCTS, MATERIALS, PROCESSES, METHODS, COATINGS,
EQUIPMENT, APPLIANCES, HARDWARE, SOFTWARE, ETC. IN STRICT ACCORDANCE
WITH THE MANUFACTURER'S SPECIFICATIONS, DETAILS & INSTRUCTIONS,
TYPICAL. ALL MANUALS OR INSTRUCTIONS PROVIDED BY THESE
MANUFACTURER'S FOR PROPER OPERATION AND MAINTENANCE OF THE ABOVE
ARE TO BE DELIVERED TO THE OWNER AT THE COMPLETION AND FINAL
INSPECTION OF THE PROJECT.
CONTRACTOR SHALL VERIFY THE QUANTITY, ROUGH OPENINGS AND TYPES OF
DOORS AND WINDOW AND DOOR SCHEDULES IN RELATION TO FRAMING PER
FIELD PRIOR TO ORDERING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT IMMEDIATELY.
ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, AND AEROSOL PAINT
CONTAINERS MUST REMAIN ON THE SITE FOR FIELD VERIFICATION BY THE
BUILDING INSPECTOR. PER CGBSC SEC. 4.504.2.4
PRIOR TO FINAL INSPECTION, A LETTER SIGNED BY THE GENERAL CONTRACTOR
OR THE OWNER/BUILDER (FOR ANY OWNER/BUILDER) PROJECTS MUST BE
PROVIDED TO THE CITY OF SARATOGA BUILDING OFFICIAL CERTIFYING THAT
ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, AEROSOL PAINTS,
AEROSOL COATINGS, CARPET SYSTEMS (INCLUDING CARPETING, CUSHION AND
ADHESIVE), RESILIENT FLOORING SYSTEMS, AND COMPOSITE WOOD PRODUCTS
INSTALLED ON THIS PROJECT ARE WITHIN THE EMISSION LIMITS SPECIFIED IN
CGBSC SECTION 4.504.
1. CODES AND
REGULATIONS
2. SITE VERIFICATION
3. MEASUREMENTS
4. DIMENSIONS
5. DISCREPANCIES
6. MANUFACTURER'S
SPECIFICATIONS
7. WINDOWS AND
DOORS
8. CALGREEN
STANDARDS
DEMOLITION OF EXISTING SINGLE FAMILY RESIDENCE AND HARDSCAPE WITH REMOVAL OF 9
TREES. CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE WITH HARDSCAPE AND LANDSCAPE
FEATURES.
EG
2% MIN, AWAY FROM THE STRUCTURESLOPE AT LANDSCAPE AREAS:
SLOPE AT PAVED AREAS:2% MIN, AWAY FROM THE STRUCTURE
1% MIN, AWAY FROM THE STRUCTURESLOPE AT LANDING AREAS:
2. FLOOR AREA
PROPOSED FLOOR AREA
MAIN FLOOR 3,467 SF
GARAGE 739 SF
TOTAL AREA 4,206 SF
3. SITE COVERAGE
IMPERVIOUS SURFACES
BUILDING COVERAGE
WALKWAYS, DECKS, STEPS
TOTAL AREA
PERVIOUS SURFACES
PERMEABLE PAVER DRIVEWAY
PERMEABLE WALKWAY/PATIO
TOTAL AREA
SITE COVERAGE TOTAL
4. PARKING SPACE
PROPOSED EXISTING
3 COVERED AT GARAGE 2 COVERED AT GARAGE
FLOOR AREA OF EXISTING
BUILDINGS TO BE REMOVED
MAIN FLOOR
GARAGE
TOTAL AREA
3,566 SF
406 SF
3,972 SF
4,206 SF
1,737 SF
5943 SF
3,972 SF
3,276 SF
7,248 SF
EXISTING PROPOSED
1. SITE AREA
GROSS AREA: 16,691 SF
NET AREA : 16,691 SF
MAXIMUM SITE COVERAGE FOR R-1-10,000 = 60%
MAX SITE COVERAGE: 10,015 SF
ALLOWABLE FLOOR AREA: 4,206 SF
AVERAGE SLOPE OF ENTIRE SITE = 2%
5. HEIGHT
LOWEST ELEVATION PT. AT THE BUILDING'S EDGE FROM NATURAL GRADE = 405.90'
HIGHEST ELEVATION PT. AT THE BUILDING'S EDGE FROM NATURAL GRADE = 407.80'
AVERAGE ELEVATION PT. (BASED ON HIGHEST AND LOWEST POINTS) = 406.85'
TOP MOST ELEVATION PT. = 432.73'
0 SF
0 SF
0 SF
7,248 SF
1,173 X 50% = 586 SF
815 X 50% = 407 SF
993 SF
6936 SF
S = .00229(I)(L)
A
2% = .00229(1)(3.3)
.383
TOPO SURVEY &
BOUNDARIES
ALPHA LAND SURVEYS, INC.
JEAN-PAUL HAPPEE, PLS 8807
4444 SCOTTS VALLEY DR. #7
SCOTTS VALLEY, CA 95066
(831)438-4453
GEOTECHNICAL
ENGINEERING
POLLAK ENGINEERING, INC.
ROBERT POLLAK, P.E.
61 EAST MAIN ST.,SUITE D
LOS GATOS, CA 95030
(408)499-5589
LANDSCAPE
ARCHITECT
AMBIENCE GARDEN DESIGN
TINA JAUREGUI
530 LAWRENCE EXPWY MAILBOX #377
SUNNYVALE, CA 94085
(408) 990-6999
79
Construction Best Management Practices (BMPs)
Construction projects are required to implement year-round stormwater BMPs.
Non-Hazardous Materials
Berm and cover stockpiles of sand, dirt or other construction material
with tarps when rain is forecast or when they are not in use.
Use (but don’t overuse) reclaimed water for dust control.
Ensure dust control water doesn’t leave site or discharge to storm
drains.
Hazardous Materials
Label all hazardous materials and hazardous wastes (such as
pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in
accordance with City, County, State and Federal regulations.
Store hazardous materials and wastes in water tight containers, store
in appropriate secondary containment, and cover them at the end of
every work day or during wet weather or when rain is forecast.
Follow manufacturer’s application instructions for hazardous
materials and do not use more than necessary. Do not apply
chemicals outdoors when rain is forecast within 24 hours.
Arrange for appropriate disposal of all hazardous wastes.
Waste Management
Cover and maintain dumpsters. Check frequently for leaks. Place
dumpsters under roofs or cover with tarps or plastic sheeting secured
around the outside of the dumpster. A plastic liner is recommended to
prevent leaks. Never clean out a dumpster by hosing it down on the
construction site.
Place portable toilets away from storm drains. Make sure they are in
good working order. Check frequently for leaks.
Dispose of all wastes and demolition debris properly. Recycle
materials and wastes that can be recycled, including solvents, water-
based paints, vehicle fluids, broken asphalt and concrete, wood, and
cleared vegetation.
Dispose of liquid residues from paints, thinners, solvents, glues, and
cleaning fluids as hazardous waste.
Keep site free of litter (e.g. lunch items, cigarette butts).
Prevent litter from uncovered loads by covering loads that are being
transported to and from site.
Construction Entrances and Perimeter
Establish and maintain effective perimeter controls and stabilize all
construction entrances and exits to sufficiently control erosion and
sediment discharges from site and tracking off site.
Sweep or vacuum any street tracking immediately and secure
sediment source to prevent further tracking. Never hose down streets
to clean up tracking.
Materials & Waste Management Equipment Management &
Spill Control
Maintenance and Parking
Designate an area of the construction site, well away
from streams or storm drain inlets and fitted with
appropriate BMPs, for auto and equipment parking,
and storage.
Perform major maintenance, repair jobs, and vehicle
and equipment washing off site.
If refueling or vehicle maintenance must be done
onsite, work in a bermed area away from storm drains
and over a drip pan or drop cloths big enough to collect
fluids. Recycle or dispose of fluids as hazardous waste.
If vehicle or equipment cleaning must be done onsite,
clean with water only in a bermed area that will not
allow rinse water to run into gutters, streets, storm
drains, or surface waters.
Do not clean vehicle or equipment onsite using soaps,
solvents, degreasers, or steam cleaning equipment, and
do not use diesel oil to lubricate equipment or parts
onsite.
Spill Prevention and Control
Keep spill cleanup materials (e.g., rags, absorbents and
cat litter) available at the construction site at all times.
Maintain all vehicles and heavy equipment. Inspect
frequently for and repair leaks. Use drip pans to catch
leaks until repairs are made.
Clean up leaks, drips and other spills immediately and
dispose of cleanup materials properly.
Use dry cleanup methods whenever possible
(absorbent materials, cat litter and/or rags).
Sweep up spilled dry materials immediately. Never
attempt to “wash them away” with water, or bury
them.
Clean up spills on dirt areas by digging up and
properly disposing of contaminated soil.
Report significant spills to the appropriate local spill
response agencies immediately. If the spill poses a
significant hazrd to human health and safety, property
or the environment, you must report it to the State
Office of Emergency Services. (800) 852-7550 (24
hours).
Earthmoving
Grading and Earthwork
Schedule grading and excavation work
during dry weather.
Stabilize all denuded areas, install and
maintain temporary erosion controls (such
as erosion control fabric or bonded fiber
matrix) until vegetation is established.
Remove existing vegetation only when
absolutely necessary, plant temporary
vegetation for erosion control on slopes
or where construction is not immediately
planned.
Prevent sediment from migrating offsite
and protect storm drain inlets, drainage
courses and streams by installing and
maintaining appropriate BMPs (i.e. silt
fences, gravel bags, fiber rolls, temporary
swales, etc.).
Keep excavated soil on site and transfer it
to dump trucks on site, not in the streets.
Contaminated Soils
If any of the following conditions are
observed, test for contamination and
contact the Regional Water Quality
Control Board:
Unusual soil conditions, discoloration, -
or odor.
Abandoned underground tanks. -
Abandoned wells -
Buried barrels, debris, or trash. -
If the above conditions are observed,
document any signs of potential
contamination and clearly mark them so
they are not distrurbed by construction
activities.
Landscaping
Protect stockpiled landscaping materials
from wind and rain by storing them under
tarps all year-round.
Stack bagged material on pallets and
under cover.
Discontinue application of any erodible
landscape material within 2 days before a
forecast rain event or during wet weather.
Paving
Avoid paving and seal coating in wet
weather or when rain is forecast, to
prevent materials that have not cured
from contacting stormwater runoff.
Cover storm drain inlets and manholes
when applying seal coat, slurry seal, fog
seal, or similar materials.
Collect and recycle or properly dispose of
excess abrasive gravel or sand. Do NOT
sweep or wash it into gutters.
Sawcutting & Asphalt/Concrete Removal
Protect storm drain inlets during saw
cutting.
If saw cut slurry enters a catch basin,
clean it up immediately.
Shovel or vacuum saw cut slurry deposits
and remove from the site. When making
saw cuts, use as little water as possible.
Sweep up, and properly dispose of all
residues.
Concrete Management
Store both dry and wet materials under
cover, protected from rainfall and runoff and
away from storm drains or waterways. Store
materials off the ground, on pallets. Protect
dry materials from wind.
Wash down exposed aggregate concrete
only when the wash water can (1) flow onto
a dirt area; (2) drain onto a bermed surface
from which it can be pumped and disposed
of properly; or (3) block any storm drain
inlets and vacuum washwater from the
gutter. If possible, sweep first.
Wash out concrete equipment/trucks offsite
or in a designated washout area onsite,
where the water will flow into a temporary
waste pit, and make sure wash water does
not leach into the underlying soil. (See
CASQA Construction BMP Handbook for
properly designed concrete washouts.)
Dewatering
Discharges of groundwater or captured
runoff from dewatering operations must
be properly managed and disposed. When
possible, send dewatering discharge to
landscaped area or sanitary sewer. If
discharging to the sanitary sewer, call your
local wastewater treatment plant.
Divert run-on water from offsite away from
all disturbed areas.
When dewatering, notify and obtain
approval from the local municipality before
discharging water to a street gutter or storm
drain. Filtration or diversion through a basin,
tank, or sediment trap may be required.
In areas of known or suspected
contamination, call your local agency to
determine whether the ground water must be
tested. Pumped groundwater may need to be
collected and hauled off-site for treatment
and proper disposal.
Painting Cleanup and Removal
Never clean brushes or rinse paint
containers into a street, gutter, storm
drain, or stream.
For water-based paints, paint out brushes
to the extent possible, and rinse into a
drain that goes to the sanitary sewer.
Never pour paint down a storm drain.
For oil-based paints, paint out brushes to
the extent possible and clean with thinner
or solvent in a proper container. Filter and
reuse thinners and solvents. Dispose of
excess liquids as hazardous waste.
Sweep up or collect paint chips and dust
from non-hazardous dry stripping and
sand blasting into plastic drop cloths and
dispose of as trash.
Chemical paint stripping residue and chips
and dust from marine paints or paints
containing lead, mercury, or tributyltin
must be disposed of as hazardous waste.
Lead based paint removal requires a state-
certified contractor.
Painting & Paint RemovalConcrete Management
and Dewatering
Paving/Asphalt Work
Storm drain polluters may be liable for fines of up to $10,000 per day!
80
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
C-2.0
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
20691
1 N.T.S.
VEGETATED SWALE
Scale 1/2'' = 1' - 0''
PERMEABLE PAVER EDGE DETAIL
3 N.T.S.
FIBER ROLL DETAIL 4 N.T.S.
2'-0"6"1'-6"12"12"2" min.ROOT ZONE
HARDENED SIDES W/ RIVER ROCK
NATURAL GRASSES W/ ROCK & PEA GRAVEL
NATIVE UNDISTURBED SOIL
(H) # 4 T&B
80 mm THICK 'ECO-DUBLIN' BY
BELGRAD®- PERMEABLE PAVERS
FOR VEHICLE TRAFFIC PER
MANUFACTURER'S SPEC & ICPI-49
(V) #4 @ 18" O.C.
MORTAR SET PAVER
BASE LAYER No 57 AGGREGARE 3/4" CRUSHED ROCK
-THICKNESS PER SOIL ENGINEER'S RECOMMENDATIONJOINT (NO 8 AGGREGATE)
1"-2" BEDDING (NO 8 AGGREGATE - CRUSHED ROCK
1/4" TO 3/8" SIZE) NO SAND
SUB-BASE LAYER No 2 AGGREGARE 2 1/2" CRUSHED ROCK
-THICKNESS PER SOIL ENGINEER'S RECOMMENDATION
NATURAL GRADE COMPACTED TO 95 % COMPACTION
PROTECTIVE TREE FENCING
SHALL BE SIX (6) FOOT HIGH
CHAIN LINK FENCE MOUNTED
ON EIGHT FOOT TALL, TWO
(2) INCH DIA. GALV. POSTS,
DRIVEN 24 INCHES INTO THE
GROUND AND SPACED NO
MORE THAN 10 FEET APART
NATURAL GRADE
TREE DRIPLINE
DRIVEWAY WHERE OCCURS
PER PLAN IF WITHIN FIVE
FEET OF EDGE OF TREE,THE
DRIVEWAY SHALL BE CON-
STRUCTED ON TOP OF GRADE
PROTECTIVE TREE FENCING
2
SEE PLAN FOR
LENGTH OF GRASSY SWALE.
60" mm THICK PAVERS
MAY BE USED AT
PEDESTRIAN LOCATIONS
NOTE:
NOTE:
3/4" X 3/4" WOOD STAKES (24" MIN.
LENGTH) AT 48" O.C. (TYP)
SET WATTLES INTO SLOPE
2" MIN. / 4" MAX.
RICE STRAW WATTLES (FIBER ROLL) 8" MIN
SLOPE BANK VARIES
PROVIDE 2'-0" MIN. LAP AT
FIBER ROLL SPLICES
PROVIDE WEEKLY
INSPECTION & REINSTALL IF
NECESSARY REPLACE EVERY
3 MONTHS.
ACCUMULATED SILT SHALL
BE REMOVED WHEN IT
REACHES A DEPTH OF (6")
SIX INCHES
4" max.SPACING ALONG SLOPES:
4:1 OR FLATTER = 20'-0" MAX.
4:1 - 2:1 15'-0" MAX.
2:1 OR GREATER = 10'-0" MAX
Slope
Varies
Min.MANAGEMENT OF ACTIVITIES
IN THE ROOT ZONE
NOTES:
1.TREE PROTECTIVE FENCING SHALL BE INSPECTED AND APPROVED BY CITY ARBORIST
PRIOR TO OBTAINING BUILDING DIVISION PERMITS.
2. NO EXCAVATION SHALL OCCUR UNDER THE TREE CANOPIES FOR
INSTALLATION OF UTILITIES OR DRIVEWAY.
3. NO FILL SOIL SHALL BE PLACED ANY CLOSER THAN
FIVE FEET OUTSIDE THE EDGE OF THE CANOPY OF ANY TREE ON PROPERTY.
4. UNLESS OTHERWISE APPROVED, ALL CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED
OUTSIDE THE DESGINATED FENCED AREA (EVEN AFTER FENCING IS REMOVED). THESE
ACTIVITIES INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, THE FOLLOWING:
DEMOLITION, GRADING, TRENCHING, EQUIPMENT CLENAING, STOCKPILING AND DUMPING
MATERIALS (INCLUDING SOIL FILL), AND EQUIPMENT/VEHICLE OPERATION AND PARKING.
5. THE DISPOSAL OF HARMFUL PRODUCTS, INCLUDING BUT NOT LIMITED TO CHEMICALS,
PAINT RINSE WATER, FUEL, CEMENT WATER RINSE, HERBICIDES, OR OTHER MATERIALS
IS PROHIBITED BENEATH TREE CANOPIES OR ANYWHERE ON SITE THAT ALLOWS
DRAINAGE BENEATH TREE CANOPIES.
6. THE FOLLOWING SIGNS WILL BE REQUIRED ON THE TREE PROTECTION FENCES:
"TREE PROTECTION FENCE - DO NOT MOVE OR REMOVE WITHOUT PRIOR APPROVAL OF
CITY ARBORIST.4"SNAGESHRUBSSSCOEEEEEICVGALV.RISERE/TE/TE/TE/TE/TE/TT
V E/TE/TT
V
T
V
E/TE/TT
V (S 89°36'45" E 105.39')(A)(N 89°36'45" W 85.39')(A)(N 00°23'15" E 159.19')(A)MOWBANDSSSSN 00°23'15" E 139.19'
WM
ICVCNC WALK9"JAPANESE
MAPLE
12"JAPANESEMAPLE 12"JAPANESEMAPLE11"APPLE3"PERSIMMONSNAG (PLUM)8"PLUM3"APRICOTSHRUB36"OAKFLUSHCURBSTOP SIGNCURB &GUTTER
DECKC1FENCELINEPROJECT BENCHMARK MAG
NAIL IN ASPHALT
EL=406.34'407.56CNC407.80CNC407.61FW-RK409.17409.00MH408.24STRIPE408.01RK PTH409.04STRIPE409.07RK409.34RK407.27FC407.71CNC407.71CNC407.83FC407.38FC407.80STRIPE408.23G407.91RK PTH408.68G408.81G408.90G408.97RK408.99RK409.37RK409.07
4 TREE
408.10FC409.20STRIPE408.44G407.93G407.92G408.48WM409.17SHRUB407.58G408.49G408.49FC409.78AC409.72MH407.73FW-RK408.61RK408.61RK407.67FW-RK409.72SHRUB407.52BRK407.57FW-RK408.92FC405.83G407.18BRICK407.12CNC406.93CNC407.18BRICK407.38STRIPE406.94AC406.80AC407.16DOOR407.05BLD407.72G407.70CNC407.86DL407.71G407.76CNC407.54CNC407.09FC408.03G407.97DL407.23G407.88EO408.299 J-MPL408.536 MPL406.69FC407.78RK PTH407.49CNC-FS407.67BLD407.23CNC407.21CNC407.52FS-CNC407.58CNC407.58CNC407.91CNC407.87CNC407.38CNC406.53DWY406.86FL406.52FC406.51FC406.95EO407.6812 J-MPL406.31FC406.29FC408.04G406.49G406.24FC406.84DWY407.18DWY/EC407.40DWY/EC407.20CNC407.48CNC407.34HB407.03FL407.39BLD407.76G408.11THRESH407.17CNC407.78SILL407.56GALV RSR408.04SILL407.27DWY/BLD407.16BLD407.30DWY407.75G407.17BLD LN406.92G406.84G407.14LANDING407.30BLD407.33SILL406.32HDR406.46HDR406.37HDR406.96G407.38G406.04FC406.54DWY406.21HDR406.08HDR406.98WLK/3W405.84G406.94DWY/405.953"PERSIMMON407.10WLK/3W407.23WLK/3W406.50HB406.28BLD406.031" TREE407.06FNC406.95BRICK407.33BRICK407.07BRICK407.03BRICK407.29BRICK407.12HB407.10BLD/CNC407.44CNC407.10BLD407.05BRICK407.16BRICK407.37G407.98G408.05G408.28G407.20FNC406.33BLD406.83BRICK406.92BRICK406.22BLD407.34SILL406.46AD406.76FNC406.44HB406.17BLD406.02G405.582" TREE/5DL405.93FNC ANG406.00SNAG(PLUM)406.152" TREE405.59FNC406.34G405.40FNC405.426" TREE/5DL405.31FNC406406406
40640640640640
6
4
0
7 407407407407407407
40740740840840840840840840840940940940940940940940940740
7
407407407407407
6"MAPLE
5' SDE10' PUE
5' WCE
25'-71/2"
25'-0"11'-8"10'-0"10'-3"
10'-0"25'-0"25'-1"REMOVE (E) TREES
HATCHED AREA INDICATES GARAGE
INDICATES EXISTING
RESIDENCE TO BE
DEMOLISHED
(N) CONCRETE SIDEWALK
REMOVE (E) TREES
REMOVE (E) TREE
REMOVE (E) TREE
REMOVE (E) TREE
PROPOSED RAISED VEGGIE BOXES
5% SLOPE TO SWALE- TYP.
STRAW WADDLE (TYP.)
SEE DETAIL 3 / C-2.0
VEGITATED SWALE
SEE DETAIL 1 / C-2.0
PROPOSED ELECTRIC METER
VEGITATED SWALE
SEE DETAIL 1 / C-2.0
IRREGULAR STEPPING
STONES (TYP.)(E) ELECTRIC METER
SERVICE ENTRANCE
(N) GAS METER
(E) POWER POLE
(E) CURB & GUTTER
TO REMAIN
INDICATES (N) FENCE
(N) CURB & GUTTER
REMOVE UNUSED DRIVEWAY APPROACH AND
REPLACE WITH VERTICAL CURB PER CITY OF
SARATOGA STANDARDS
INSTALL FLOWLINE TO CONCORM TO EXISTING
FLOWLINE AND GRADE
INSTALL NEW CURB AND GUTTER PER CITY OF SARATOGA
STANDARD DETAILS SHOWN ON SHEET C-2.1(N) CURB & GUTTER
REMOVE UNUSED DRIVEWAY APPROACH AND
REPLACE WITH VERTICAL CURB PER CITY OF
SARATOGA STANDARDS
INSTALL FLOWLINE TO CONCORM TO EXISTING
FLOWLINE AND GRADE
INSTALL NEW CURB AND GUTTER PER CITY OF SARATOGA
STANDARD DETAILS SHOWN ON SHEET C-2.1
REMOVE (E) TREE
(E) GAS METER
TO BE ABANDONED
(E) GAS LINE
TO BE ABANDONED
EDGE OF PAVER DRIVEWAY
SEE DETAIL 2 / C-2.0
H A M M O N S A V E N U E
T H E L M A A V E N U EPORCH
FF = 408.88
BALCONY
36" (E)
OAK
PORCH
FF = 408.88
DW 407.67
BS 407.71
TS 408.88
FG 407.25
FG 407.25
TS 408.88
BS 407.71
BS 407.71 TS 408.88
PORCH
FF = 408.88
FG 407.25
FG 407.25
2%
FG 407.25
FG 407.25
FG 407.25
FG 407.25
FG 407.25
1%
2%
GRAPHIC SCALE
2%
FS = 408.00
2%
FG = 407.63
E
2%
2%
2%
2%
2%
2%
2%
2%
G
FL
∑
∑
RETAIN EXISTING CONCRETE DRIVEWAY DURING CONSTRUCTION FOR
CONSTRUCTION ENTRANCE
INSTALL NEW CONCRETE CURB & GUTTER PER CITY OF SARATOGA STANDARDS.
INSTALL NEW DRIVEWAY ENTRANCE. AN ENCROACHMENT PERMIT SHALL BE SECURED
AND OBTAINED FOR ALL WORK WITHIN THE RIGHT OF WAY
DENOTES EXISTING DRIVEWAY TO BE
REMOVED
DENOTES EXISTING DRIVEWAY
TO BE REMOVED
∑
∑
∑
∑
∑
∑
TREE
#2
TREE
#3
TREE
#4
TREE
#5
TREE
#1 14 FEETRADIUS4
C-2.0
4
C-2.0
A
A-6.0
A
A-6.0BA-6.0BA-6.0PROPOSED AIR CONDITIONER CONDENSER LOCATION
INDICATES TRASH AND RECYCLING LOCATION
PROPOSED AIR CONDITIONER
LOCATION
DENOTES TREE PROTECTION
FENCING PER DETAIL
DENOTES TREE PROTECTION
FENCING PER DETAIL
PROPOSED ONE-STORY RESIDENCE
FF = 409.00
PAD = 406.83
REQUIRED FRONT SETBACK
PROPOSED FRONT SETBACK
PROPOSEDINTERIOR SETBACKREQUIREDINTERIOR SETBACKREQUIRED EXTERIOR SETBACKPROPOSED EXTERIOR SETBACKPROPOSED
REAR SETBACK
REQUIRED
REAR SETBACK
GARAGE
PAD = 406.67
FG 407.25
FG = 407.83'FG = 407.83'
A
240
240
DESCRIPTION PROPOSED
PROPERTY LINE
CENTER LINE
SECTION LINE
EDGE OF PAVEMENT
CURB AND GUTTER
DRAINAGE FLOW DIRECTION
FENCE (TYPE)
FLOW LINE
SPLASH BLOCK/ ENERGY DISSIPATOR
STORM DRAIN LINE
SANITARY MANHOLE
STORM MANHOLE
STANDARD HOODED INLET
LARGE HOODED INLET
FLAT GRATE INLET
GRADE ELEVATION
EXISTING TREE TO BE REMOVED
NEW UNDERGROUND GAS LINE
NEW UNDERGROUND WATER LINE
NEW UNDERGROUND ELECTRIC LINE
JOINT TRENCH - UNDERGROUND
NEW UNDERGROUND SANITARY SEWER LINE
TREE PROTECTION FENCE
NEW
EXISTING
D.S.
OVER NATURAL SURFACEOVER PAVED SURFACE
FL
(N)
(E)
TREE PROTECTION FENCING
GENERAL CONSTRUCTION, GRADING AND
DRAINAGE NOTES
1. PRIOR TO COMMENCEMENT OF ANY EARTHWORK/GRADING
ACTIVITIES. THE PERMITEE SHALL CONTACT THE SARATOGA
BUILDING DEPARTMENT AND ARRANGE A PRE-CONSTRUCTION
MEETING. THE MEETING SHALL INCLLUDE THE CITY OF SARATOGA,
BUILDING INSPECTOR (408) 866-1201 THE GRADING SUBCONTRACOR,
GEOTECNICAL ENGINEER, AND THE GENERAL CONTRACTOR. THE
PERMITEE OR A REPRESENTATIVE SHALL ARRANGE THE PRE-
CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO THE START
OF ANY EARTHWORK / GRADING ACTIVITES.
2. CONTRACTOR SHALL LEAVE AN EMERGENCY PHONE NUMBER WITH
THE CITY OF SARATOGA POLICE AND FIRE DEPARTMENTS.
3. CONTRACTOR SHALL POST ON THE SITE, EMERGENCY PNE
NUMBERS FOR PUBLIC WORKS, ABULANCE, POLICE AND
FIREDEPARTMENT.
4. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTULITY
OWNERS 48 HOURS PRIOR TO COMMENCEMENT OF WOTK ADJACENT
TO THE UTILITY LINES, ETC.
5. THE CONTRACTOR SHALL HIRE A STREET LEANING CONTRACTOR
TO CLEAN UP EXCESS SOIL AND DEBRIS FROM THE SURROUNDING
STREES THAT ARE THE RESULT ON ALL GRADING OPERATIONS AND
CONSTRUCTION ACTIVITIES.
6. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO
COMPLY WITH THE STANDARDS ESTABLICHED BY BAAQMD.
7. ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS
PRESENTED HEREIN OR ATTAHED HEREIN. ALL GRDING WORK SHALL
BE OBSERVED AND APPROVED BY THE PROJECT’S GEOTECNICAL
ENGINEER HEREIN INCLUDED IN THE CONSULTANT DIRECTORY. THE
GEOTECHNICAL CONSULTANT SHALL BE APRISED OF THE START OF
ALL GRADING AND EXCAVATION ACTIVITIES A MINIMUM OF 48
HOURS PRIOR TO COMMENCING WORK.
8. ALL MATERIALSREQUIRED FOR THE COMPLETE EXECUTION OF THE
PROJECT SHALL BE FURNISHEDAND INSTALLED BY THE CONTRACTOR
UNLESS OTHERWISE NOTED.
9. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE
ANY EXISTING IMPROVEMENTS OF UNDERGROUND FACILITIES
DAMAGED DURING CONSTRUCTION PERIOD.
10. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS,
BARRICADES, FLAGMEN OR OTHER DEVICES NESSASARY TO PROVIDE
FOR PUBLIC SAFTEY DURING THE CONSRUCTION PERIOD.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
ENCROACHMENT PERMITS REQUIRED TO INSTALL UTIITIES OR
PERFORM ANY WORK WITHIN THE PUBLIC RIGHT OF WAY.
12. THE CONTRCTOR SHALL HAVE A SUPERINTENDANT OR
REPRESENTATIVE SHALL BE ON SITE DURING ALL TIME WHEN
CONSTRUCTION IS BEING PERFORMED ON SITE.
13. STORAGE OF CONSTRUCTION MATERIAL ON ANY PUBLIC STREET
SHALL NOT BE PERMITTED.
14. ALL CONSTRUCTION EQUIPMENT REQUIREDE TO PERFORM
GRADING OPERATIONS SHALL HAVE PROPER SOUND CONTROL
MEASURES AND LIMIT UNNECESSARY IDELING.
15. CONSTRUCTION EQUIPMENT, TOOLS, ETC. SHALL NOT BE
CLEANED OR RINSED INTO A STREET, GUTTER OR STORM DRAIN. SEE
CONSTRUCTION OPERATION PLAN FOR LOCATION OF CLEANING
FACILITY.
16. A COVERED AND CONTAINED SHALL BE POSITIONED ON SITE TO
PROVIDE STORAGE OF ALL MONSTRUCTION MATERIALS THAT HAVE
THE POTENTIAL OF BEING DISCHARGED INTO THE STORM DRAIN
SYSTEM OR ON SITE IN ANY WAY.
17. ALL CONSTRUCTION DEBRIS SHALL BE ATHERED ON A REGULAR
BASIS AND PLACED INTO A DUMPSTER WITH IS REGULARLY EMPTIED
OR REMOVED ON A WEEKLY BASIS WHEN FEASIBLE.
18. CONCRETE TRUCKS AND CONCRETE FINISHING OPERATIONS
SHALL NOT DISCHARGE WAH WATER INTO THE STREET GUYTTERS OR
DRAINS.
19. ALL OFF-SITE CONSTRUCTION MATERIAL AND METHODS SHALL
COMPLY WITH THE LATEST EXITION OF THE CITY OF SARATOGA AND
THE LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS.
20. APPROVAL OF THIS PLAN APPIES OPNLY TO THE EXCAVATION,
PLACEMENT AND CONPACTION OF NATURAL EARTH MATERIALS. THE
APPROVAL OF THIS PLAN DOES NOT CONFER ANY RIGHTS OF ENTRY
ONTO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF
OTHERS. APPROVAL OF THIS PLAN DOES NOT CONSTITUE ANY
APPROVAL OF EXISITNG OR PROPOSED IMPROVEMENTS THAT WOULD
BE SUBJECT TO REVIEW AND APPROVAL BY THE REWPOSIBLE
GOVERNING AUTHOURITY.
21. THIS PLAN DOES NOT APPROVE THE REMOVAL OR PRUNING OF
ANY TREES ON OR OFF THE PROJECT’S SITE. A TREE REMOVAL
PERMIT FROM THE CITY OF SARATOGA SHALL BE OPBTAINED FOR
THE REMOVAL OF ANY TREE.
22. TREE PROTECTION MEASURES AS SHOWN ON THIS PLAN SHALL
BE IMPLEMENTED AND INSPECTED BY THE CITY OF SARATOGA’S
ARBORIST PRIOR TO COMENCEMENT OF ALL GRADING / EARTH
MOVING ACTIVITIES.
23. THE CONSTRUCTION SITE SHALL BE WINTERIZED AND BEST
MANAGEMENT PRACTICES SHOWN ON THE EROSION CONTROL PLAN
SHALL BE IMPLEMENTED PRIOR TO COMENCEMENT OF ALL GRADING /
EARTH MOVING ACTIVITIES.
24. ALL CONSTRUCTION AND GRADING ACTIVITIES SHALL BE
ALLOWED DURING THE FOLLOWING HOURS:
MONDAY THROUGH FRIDAY 7:30 a.m. UNTIL 6:00 p.m.
SATURDAY 9:00 a.m. UNTIL 5:00 p.m.
25. THE PROJECT’S GEOTECHNICAL ENGINEER SHALL BE RETAINED
TO REVIEW AND PROVIDE A LETTER OF INSPECTION AT THE
COMPLETION OF ALL GRADING AND CONSTRUCTION ACTIVITIES IN
ACCORDANCE TO THE PROJECT’S GEOTECHNICAL REPORT. THIS
INCLUDES BUT IS NOT LIMITED TO EARTHWORK, MAT SLAB AND
FOOTING EXCAVATION, RETAINING WALL EXCAVATION AND
DRAINAGE, SLAB ON GRADE AND FLEXIBLE PAVING, SURFACE
DRAINAGE SYSTEMS, SWIMMING POOL EXCAVATION AND SUBDRAINS.
26. THE GEOTECHNICAL ENGINEER SHALL BE GIVEN AT LEAST 7 DAYS
NOTICE TO REVIEW THE PLANS AND PREPARE THE REVIEW LETTER
27. THE GEOTECHNICAL ENGINEER SHALL BE GIVEN NOTICE AT LEAST
TWO WEEKS NOTICE OF THE ATICIPATED START UP DATE AND A
MINIMUM OF 2 DAYS NOTICE PRIOR TO START OF ANY ASPECTS OF
CONSTRUCTION THAT ARE TO BE OBSERVED.
CONSTRUCTION FENCING
1. CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE AROUND
THE ENTIRE AREA OF CONSTRUCTION DISTURBANCE, INCLUDING
AREAS FOR STAGING, STOPRAGE OF MATERIAL AND CONSTRUCTION
OFFICE.
2. A CONSTRUCTION FENCE SHALL BE A 6 FEET TALL CHAIN LINKED
WITH GREEN WIND SCREEN ON THE OUTSIDE OF THE FENCE.
3. CONSTRUCTION FENCE ADDRESSED IN THESE NOTES IS ONLY FOR
VISUAL CONCORMANCE OF THE CONSTRUCTION SITE TO THE CITY OF
SARATOGA STANDARDS. CONTRACTOR MAY BE REQUIRED TO
PROVIDE ADDITIONAL FENCING, BARRICADES OR OTHER SAFTEY
DEVICES TO KEEP THE SITE SECURE AND SAFE.
GENERAL UTILITY NOTES
1. ALL TRENCHES SHALL BE BACK FILLED PER THE GEOTECHNICL REPORT OR
UTILITY OWNERS STANDARDS.
2. CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL ABOVE GROUND
UTILITY EQUIPMENT (GAS METER, TRANSFORMER, ETC.) PLANNING
DEPARTMENT MUST SPECIFICALLY AGREE WITH THE LOCATION PRIOR TO
PROCEEDING WITH ANY REVISIONS TO APPROVED LOCATIONS.
3. CATHODIC PREVENTION SHALL BE REQUIRED ON ALL METALIC FITINGS
AND ASSEMBLIES THAT ARE IN CONTACT WITH THE SOIL, UNLESS
SPECIFICALLY DEEMED UNNECESSARY BY THE GEOOTECHNICAL ENGINEERING
REPORT. CONTRACTOR SHALL BE RESPONSIBLE TO FULLY ENGINEER AND
INSTALL THE SYSTEM AND COORDINATE ANODE AND TEST STATION
LOCATIONS WITH THE UTILITY OWNER.
4. ALL UTILITY SYSTEMS ARE SIMPLY ILLUSTRATED IN A SCHEMATIC MANNER
ON THESE PLANS. CONTRACTOR IS TO PROVIDE ALL FITTINGS, ACCESSORIES
AND WORK NECESSARY TO COMPLETE THE UTILITY SYSTEM SO THAT IT IS
FULLY OPERATIONAL AND FUNCTIONING FOR THE PURPOSE INTENDED.
5. UNDERGRAUND UTILITIES OR STRUCTURES ARE SHOWN IN THEIR
APPROXIMATE LOCATIONS AND EXTENT BASED UPON RECORD INFOMRATION.
LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO
GUARANTEE IS MADE TO THE ACCURACY AND OR COMPLETENESS OF THE
INFORMATION.
6. CONTRACTOR SHALL OBTAIN A PERMIT FROM WEST VALLEY SANITATION
DEPARTMENT PRIOR TO OBTAINING GRADING PERMIT. CONTRACTOR SHALL
VERIFY EXISTING SEWER AND STORM DRAIN INVERT ELEVATIONS PRIOR TO
COMMENCEMNT OF ANY WORK.
7. EXISITNG UTILITY SHOWN ACCORDING TO THE BEST AVAILABLE
INFORMATION. GAS, WATER AND SEWER SERVICE LATERALS ARE SHOWN
ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR
SHALL BERIFY THE TYPE, SIZE, LOCATION AND DEPTH OF ALL UTILITIY
CROSSING (MAIN & LATERAL) ARE CORRECT AS SHOWN. CONTRACTOR SHALL
EXERCIS CAUTION WHEN EXCAVATING AND SHALL PROTECT ALL EXISTING
UTILITIES FROM DAMAGE DUE TO HIS OPERATION.
8. VERTICAL SEPARATION REQUIREMENTS U.N.O. SHALL BE AS NOTED
BELOW:
A.) A MIN. OF 6 INCHES VERTICAL CLEARANCE AS MESURED FROM OUTSIDE
EDGE OF PIPE SHALL BE PROVIDED BETWEEN CROSSING UTILITY PIPES,
EXCEPT A THAT THE MINIMUM VERTICAL CLEARANCE BETWEEN WATER AND
SANITARY SEWER LINES SHALL BE 12 INCHES AND ALL NEW WATER PIPES
SHALL BE TYPICALLY INSTALLED TO CROSS ABOVE THE SANITARY SEWER
LINES.
B.) WHERE NEW WATER LINES ARE REQUIRED TO CROSS UNDER EXISTING
AND OR NEW SANITARY SEWER LINES, THE MIN. VERTICAL SEPARATION
SHALL BE 12 INCHES. WATER LINE PIPE ENDS SHALL BE INSTALLED NO
CLOSER THAN 10 FEET HORIZONTAL DISTANCE FROM CENTERLINE OF UTILITY
CROSSINGS WHERE FEASIBLE.
9. HORIZONTAL SEPATATION REQUIREMENTS U.N.O. SHALL BE AS NOTED
BELOW:
A.) A MIN. HORIZONTAL SEPARATION DISTANCE BETWEEN NEW PIPLINES AND
ANY EXISTING UTILITIES SHALL BE 5 FEET, EXCEPT THAT THE MIN.
HORIZONTAL SEPARATION FOR WATER AND SANITATY SEWER MAIN LINES
SHALL BE 10 FEET MIN.
B.) A MIN. HORIZONTAL SEPARATION DISTANCE BETWEEN NEW PIPLINES AND
JOINT TRENCE SHALL BE 5 FEET.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
APPROPRIATE UTILITIES AND REQUESTING VERIFICATION OF SERVICE
POINTS, FIELD VERIFICATION OF LOCATION, SIZE, DEPTH, ETC FOR ALL
THEIR FACILITIES AND TO COORDINATE WORK SCHEDULES.
11. ANY EXISTING UNDEGROUND UTILITY LINES TO BE ABANDONED SHALL BE
REMOVED FROM WITHIN THE PROPOSED BUILDING ENVELOPE AND THEIR
NDS CAPPED OUTSIDE OF THE BUILDING ENVELOPE
12. ANY UNDERGROUND PIPING TO BE ABANDONED IN PLACE SHALL BE
FILLED WITH SOLID GROUT AND CAPPED.
13. 6
PAVEMENT SECTIONS
1. SEE GEOTECHNICAL REPORT FOR ALL FLATWORK AND VEHICULAR
PAVEMENT SECTIONS AND BASE REQUIREMENTS
DUST CONTROL
1. ALL EXPOSED OR DISTURBED SOILS SURFACES SHALL BE WATERED AS
NECESSARYAND AS OFTEN AS DEEMED NECESSARY BY THE
CLIENT/INSPECTOR OIN ORDER TO INSURE PROPER CONTROL OF BLOWING
DUST FOR THE DURATION OF THE GRADING/EARTH MOVING ACTIVITIES.
2. AREA OF DIGGING AND GRADING OPERATIONS SHALL BE CONSISTENTLY
WATERED TO CONTROL DUIST
3. GRADING OR OTHER DUST-PRODUCING ACTIVITIES SHALL BE SUSPENDED
DURING PERIODS OF HIGH WIND WHEN DUST IS READILY VISIBLE IN THE
AIR.
4. STOCKPILES OF SOIL, DEBRIS. SAND OR OTHER DUST PRODUCING
MATERIALS SHALL BE WATERED OR COVERED.
5. ALL TRUCKS HAULING SOIL AND OTHER LOOSE MATERIALS SHALL BE
COVERED WITH TARPAULINS OR OTHER EFFECTIVE DEVICES.
6. GRADING AND OTHER OPERATIONS THAT CRETES DUST SHALL BE STOPPED
IMMEDIATELY IF DUST AFFECTS ADJACENT PROERTIES. THE CONTRCTORS
SHALL PROVIDE SUFFICIENT DUST CONTROL FOR THE ENTIRE PROJECT SITE
IN ACCORDANCE WITH THE PROJECT SWPPP (IF ONE EXISTS) OR AS
APPLICABLE PER CITY OF SARATOGA REGULATIONS AT ALL TIMES, THE SITE
SHALL BE SPRINKLERED AS NECESSARY TO PREVENT DUST NUSANCE. IN THE
EVENT THAT THE CONTRCTOR NEGLECTS TO USE ADAQUATE MEASURES TO
CONTROL DUST, THE CLIENT RESERVES THE RIGHT TO TAKE WHATEVER
MEASURES ARE NECESSARY TO CONTROL THE DUST AND CHARGE SUCH COST
TO THE CONTRACTOR.
EARTHWORK QUANTITIES
CUT = ______0___C.Y. MAX CUT DEPTH = ___1______FT.
FILL = ______0___C.Y. MAX FILL DEPTH = ___1______FT.
IMPORT ________C.Y.
EXPORT ________ C.Y.
∑ EARTHWORK QUANTITIES AS SHOWN ON THE PLAN IS FOR
INFORMATION ONLY. GENERAL CONTRACTOR TO CALCULATE
HIS/HER OWN EARTHWORK QUANTITIES FOR BIDDING PURPOSES
∑ EARTHWORK REQUIRED FOR EXCATION OF FOUNDATION NOT
INCLUDED
PROJECT SITE
1/8" = 1'- 0"
EG
DRAINAGE &
EROSION
CONTROL
PLAN
LEGEND
3
4
PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK/
GRADING ACTIVITIES, THE PERMITEE SHALL ARRANGE A
PRE-CONSTRUCTION MEETING. THE MEETING SHALL INCLUDE
THE CITY OF SARATOGA GRADING INSPECTOR
THE GRADING CONTRACTOR AND THE PROJECT SOILS
ENGINEER. THE PERMITEE OR REPREZENTATIVE SHALL
ARRANGE THE PRE-CONSTRUCTION MEETING AT LEAST
48 HOURS PRIOR TO THE START OF ANY EARTHWORK/
GRADING ACTIVITIES.
APPROVAL OF THIS PLAN APPLIES ONLY TO THE
EXCAVATION, PLACEMENT AND COMPACTION OF
NATURAL EARTH. THIS APPROVAL DOES NOT CONFER
ANY RIGHT OF ENTRY TO EITHER PUBLIC PROPERTY OR
THE PRIVATE PROPERTY OF OTHERS. APPROVAL OF THIS
PLAN DOES NOT CONSTITUTE APPROVAL OF ANY
IMPROVEMENTS. ANY PROPOSED IMPROVEMENTES ARE
SUBJECT TO REVIEW AND APPROVAL BY THE
RESPONSIBLE AUTHORITIES AND ALL OTHER PERMITS/
APPROVALS SHALL BE OBTAINED.
IT SHALL BE THE REPONSABILITY OF THE PERMITEE TO
IDENTIFY, LOCATE AND PROTECT ALL UNDERGROUND
FACILITIES.
THE PERMITEE SHALL MAINTAIN ALL STREETS, SIDEWALKS
AND OTHER PUBLIC RIGHT OS WAYS IN A CLEAN, SAFE
AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR
CONSTRUCTION DEBRIS SHALL BE REMOVED FROM
PUBLIC PROPERTY. ALL ADJACENT PROPERTY, BOTH
PUBLIC AND PRIVATE, SHALL BE MAINTAINED IN A CLEAN
SAFE AND USABLE CONDITION.
STANDARD GRADING PLAN NOTES
THIS PLAN SHALL NOT APPROVE THE REMOVAL OF ANY
TREES. APPROPRIATE TREE REMOVAL PERMITS SHALL
BE OBTAINED FROM THE COMMUNITY DEVELOPMENT
DEPARTMENT. ANY REQUIRED TREE PROTECTION
MEASURES SHALL BE MAINTAINED THROUGHOUT
CONSTRUCTION.
ALL GRADING AND EARTHWORK ACTIVITIES SHALL
CONFORM TO THE APPROVED PLANS AND
SPECIFICATIONS. ALL GRADING AND EARTHWORK
ACTIVITIES SHALL BE OBSERVED AND APPROVED BY
THE SOILS ENGINEER. THE SOILS ENGINEER SHALL BE
NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY GRADING
OR EARTHWORK ACTIVITIES. UNOBSERVED OR
UNAPPROVED WORK SHALL BE REMOVED AND REPLACED
UNDER OBSERVATION OF THE PROJECT SOILS ENGINEER.
EROSION CONTROL MEASURES & BEST MANAGEMENT
PRACTICES SHALL BE INSTALLED AND MANAGED FOR
THE ENTIRE SITE AND REQUIRED YEAR-ROUND.
8
7
6
NOTES
ALL GRADING AND EARTHWORK ACTIVITIES SHALL BE
PERFORMED IN SUCH A MANNER AS TO COMPLY WITH
STANDARDS STABLISHED BY THE BAY AREA QUALITY
MANAGEMENT DISTRICT FOR AIRBORNE PARTICULES.
5
ALL ROOF RAINWATER LEADERS ARE TO BE DISCHARGED ONTO SPLASH BLOCKS, WHICH ARE DESIGNED TO SPREAD OUT THE RAIN WATER SO
THAT IT ENTERS THE LANDSCAPED AREAS AS SHEET FLOW. BEYOND 3 FEET FROM THE EDGE OF THE PROPOSED FOUNDATION
VICINITY MAPDETAILS
1
2
EROSION CONTROL NOTES
∑
ALL COMPACTED & FINISHED GRADES SHOULD BE SLOPED AT A MINIMUM OF 2% GRADIENT AWAY FROM EXTERIOR FOUNDATIONS FOR
A DISTANCE OF 3 FEET.
∑
∑
STORM WATER RETENTION NOTE:
DISPOSTION AND TREATMENT OF STORM WATER WILL COMPLY WITH THE
NATIONAL POLLUTION DISCHARDE ELIMINATION SYSTEM STANDARDS AND
IMPLEMENTATION STANDARDS ESABLISHED BY THE SANTA CLARA VALLEY URBAN
RUNOFF POLLUTION PREVENTION PROGRAM.
A TRASH CONTAINER SHALL BE MAINTAINED ON SITE AT ALL TIMES AND DEBRIS ON SITE WHICH SCOULD OTHERWISE BLOW AWAY,
SHALL BE REGULARLY COLLECTED AND PLACED IN CONTAINER
ALL NEW/ UPGRADED UTILITIES SHALL BE INSTALLED UNDERGROUND
ALL CONSTRUCTION DEBRIS (WOOOD SCRAPS AND OTHER DEBRIS, WHICH CANNOT BLOW AWAY) SHALL BE PILED WITHIN THE PROPERTY
LINE OF THE PROJECT IN A NEAT AND SAFE MANNER.
∑
THE PROJECT SHALL HAVE SIGNAGE VIEWABLE FROM THE PUBLIC STREET THAT INDICATES THE HOURS OF CONSTRUCTION AS MON - FRI
FROM 7:30 AM TO 6 PM, SATURDAYS FROM 9 AM TO 5 PM
∑
APPLICANT OWNER SHALL MAINTAIN THE STREETS, SIDEWALKS AND OTHER PUBLIC RIGHT OF WAY IN A CLEAN, SAE AND USEABLE CONDITION.
ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PUBLIC PROPETY. ALL ADJACENT PROPERTY, BOTH
PUBLIC AND PRIVATE, SHALL BE MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION.
∑
PRIOR TO FOUNDATION INSPECTION BY THE CITY, THE LICENSED LAND SURVEYOR OF RECORD SHALL PROVIDE A WRITTEN CERTIFICATION
THAT ALL BUILDING SETBACKS ARE PER THE APPROVED PLANS.
∑
DAMAGES TO DRIVEWAY APPROACH, CURB AND GUTTER, PUBLIC STREETS, OR OTHER PUBLIC IMPROVEMENTS DURNING CONSTRUCTION
SHALL BE REPAIRED PRIOR TO FINAL INSPECTION.∑
PRIOR TO BUILDING DEPARTMENT FINAL, ALL DRAINAGE, GRADING AND LANDSCAPING OF THE SITE SHALL BE COMPLETED.∑N1
1
EXCAVATION WITHIN BUILDING FOOTPRINT REQUIRED FOR BUILDING
CRAWLSPACE IS EXCLUDED FROM EARTHWORK QUANTITIES
∑
81
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
C-2.1
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
20691
DETAILS
82
83
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-1.0
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
20691
THELMA AVE.
2026220280
20298
20261
2026920297
13499
13368
13379
20240
20220
20202
13514 20221 20201
13496 13495
HAMMONS AVE.THELMA AVE.HAMMONS AVE.NTS
STREET
PROFILES
13496 HAMMONS AVE.
13499 HAMMONS AVE.
20240 THELMA AVE.
20220 THELMA AVE.
20202 THELMA AVE.
20201 THELMA AVE.
20221 THELMA AVE.
20261 THELMA AVE.
20269 THELMA AVE.
20262 THELMA AVE.
20280 THELMA AVE.
EG
NEIGHBORHOOD PROFILE:
MANY OF THE HOMES IN THIS NEIGHBORHOOD CAN BE CHARACTERISED AS RECENTLY REMOVATED OR CONTEMPORARY . MOST OF
THE HOMES USE STUCCO AS AN EXTERIOR FINISH AND HAVE 10' HIGH EXTERIOR WALLS. THE PROPOSED HOUSE FEATURES THESE
DESIGN ELEMENTS AS WELL.
84
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-1.1
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
20691
20221 THELMA AVE.13514 HAMMONS AVE.
13514 HAMMONS AVE.13496 HAMMONS AVE.
P/L P/L
P/LP/L
HAMMONS AVENUE
P/L
P/L
THELMA AVENUE
STREETSCAPE
ELEVATONS
NTS
CTS
85
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-1.2
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
206914"SNAGEESHRUBSSSCOEEEEEICVGALV.RISERE/TE/TE/TE/TE/TE/TT
V E/TE/TT
V
T
V
E/TE/TT
V (S 89°36'45" E 105.39')(A)(N 89°36'45" W 85.39')(A)(N 00°23'15" E 159.19')(A)MOWBANDSSSSN 00°23'15" E 139.19'ICVCNC WALK4"TREE9"JAPANESEMAPLE
6"MAPLE12"JAPANESEMAPLE12"JAPANESEMAPLE11"APPLE3"PERSIMMONSNAG (PLUM)8"PLUM3"APRICOTSHRUB36"OAKFLUSHCURBSTOP SIGNCURB &GUTTERDECKJOINTPOLEC1FENCELINEPROJECTBENCHMARKMAG NAIL INASPHALTEL=406.34'407.56CNC407.80CNC407.61FW-RK409.17MH409.00MH408.24STRIPE408.01RK PTH409.04STRIPE409.07RK409.34RK407.27FC407.71CNC407.71CNC407.83FC407.38FC407.80STRIPE408.23G407.91RK PTH408.68G408.81G408.90G408.97RK408.99RK409.37RK409.074 TREE408.10FC409.20STRIPE408.44G407.93G407.92G408.48WM409.17SHRUB407.58G408.49G408.49FC409.78AC409.72MH407.73FW-RK408.61RK408.61RK407.67FW-RK409.72SHRUB407.52BRK407.57FW-RK408.92FC405.83G407.18BRICK407.12CNC406.93CNC407.18BRICK407.38STRIPE406.94AC406.80AC407.16DOOR407.05BLD407.72G407.70CNC407.86DL407.71G407.54CNC407.09FC408.03G407.97DL407.23G407.88EO408.299 J-MPL408.536 MPL406.69FC407.78RK PTH407.49CNC-FS407.67BLD407.23CNC407.21CNC407.52FS-CNC407.58CNC407.58CNC407.91CNC407.87CNC407.38CNC406.53DWY406.86FL406.52FC406.51FC406.95EO407.6812 J-MPL406.31FC406.29FC408.04G406.49G406.24FC406.84DWY407.18DWY/EC407.20CNC407.34HB407.03FL407.39BLD407.76G408.11THRESH407.17CNC407.78SILL407.56GALV RSR408.04SILL407.27DWY/BLD407.16BLD407.30DWY407.75G407.17BLD LN406.92G406.84G407.14LANDING407.30BLD407.33SILL406.32HDR406.46HDR406.37HDR406.96G407.38G406.04FC406.54DWY406.21HDR406.08HDR406.98WLK/3W405.84G406.94DWY/405.953"PERSIMMON407.10WLK/3W407.23WLK/3W406.50HB406.28BLD406.031" TREE407.06FNC406.95BRICK407.33BRICK407.07BRICK407.03BRICK407.29BRICK407.12HB407.10BLD/CNC407.44CNC407.10BLD407.16BRICK407.37G407.98G408.05G408.28G407.20FNC406.33BLD406.83BRICK406.92BRICK406.22BLD407.34SILL406.46AD406.76FNC406.44HB406.17BLD406.02G405.582" TREE/5DL405.93FNC ANG406.00SNAG(PLUM)406.152" TREE405.59FNC406.34G405.40FNC405.426" TREE/5DL405.31FNC405406406406
40640640640640
6
4
0
7 407407407407407
4074074084084084084084084094094094094094
0
9
40940940940740
7
407407407407407
WM
25'-0"
24'-41/2"11'-8"10'-0"10'-3"
10'-0"25'-0"25'-1"5'-0"
10'-0"5'-0"3'-0"REMOVE (E) TREES
HATCHED AREA INDICATES GARAGE
INDICATES EXISTING
RESIDENCE TO BE
DEMOLISHED
(N) CONCRETE SIDEWALK
REMOVE (E) TREE
REMOVE (E) TREES
REMOVE (E) 6"
MAPLE TREE
REMOVE (E) TREE
REMOVE (E) TREES
INDICATES TRASH AND RECYCLING LOCATION
PROPOSED RAISED VEGGIE BOXES
INDICATES (E) LOWEST ELEVATION
POINT @ BUILDING'S EDGE: 405.90'
INDICATES (E) HIGHEST ELEVATION
POINT @ BUILDING'S EDGE: 407.80'
INDICATES PROPOSED 6'
HIGH WOOD FENCE
INDICATES EXISTING FENCE
TO BE REMOVED
10' P.U.E.
5' W.C.E
5' S.D.E
INDICATES PORTION OF
PROPOSED 6' HIGH WOOD
FENCE W/ GATE
INDICATES PORTION OF PROPOSED
6' HIGH WOOD FENCE W/ GATE
(E) GAS METER
TO BE ABANDONED
(N) GAS METER
(E) GAS LINE
TO BE ABANDONED
EXISTING NATURAL GRADE
(TO BE UNDISTURBED
8" x 8" x 16" C.M.U.
WALL WITH STUCCO
FINISH (TYP.)
12" DIAMETER CONCRETE
PIERS SPACED AT 6 FEET O.C.
FOR SUPPORT OF WALL (TYP.)
H A M M O N S A V E N U E
T H E L M A A V E N U EPORCH
FF = 408.88
BALCONY
36" (E)
NEIGHBOR
OAK
PORCH
FF = 408.88
PORCH
FF = 408.88
1%
40
GRAPHIC SCALE
10 50 2010
( IN FEET )
1 inch = 8 ft.
NEIGHBORING
RESIDENCE
13496
NEIGHBORING
RESIDENCE
20221
E
G
TREE
#2
TREE
#3
TREE
#4
TREE
#5
TREE
#1
4
C-2.0
4
C-2.0
GARDEN WALL DETAIL1
A-1.2
1
A-1.2
Just-Us Department
A
A-6.0
A
A-6.0BA-6.0BA-6.0PROPOSED AIR CONDITIONER CONDENSER UNITS (2)
DENOTES TREE PROTECTION
FENCING PER DETAIL
DENOTES TREE PROTECTION
FENCING PER DETAIL407.76CNC407.40DWY/EC407.48CNC407.05BRICK407408409REQUIRED FRONT SETBACK
PROPOSED FRONT SETBACK
PROPOSEDINTERIOR SETBACKREQUIREDINTERIOR SETBACKREQUIRED EXTERIOR SETBACKPROPOSED EXTERIOR SETBACKPROPOSED
REAR SETBACK
REQUIRED
REAR SETBACK
GARAGE
FF = 408.42
FF = 406.67
PROPOSED ONE-STORY RESIDENCE
FF = 409.00
PAD = 406.83
407
SITE PLAN LEGEND
PROPERTY LINE
SETBACK LINE
(E) GRADE MINOR CONTOUR LINE
(E) GRADE MAJOR CONTOUR LINE
EXISTING FENCE TO REMAIN
EXISTING FENCE TO BE REMOVED
NEW GAS LINE
NEW WATER LINE
EXISTING OVERHEAD LINE
NEW JOINT TRENCH INDICATES MAILBOX
INDICATES JOINT SERVICES POLE
INDICATES FINISH FLOOR
INDICATES MANHOLE
INDICATES WATER METER
INDICATES GAS METER
INDICATES ELECTRIC METER
PROPOSED RESIDENCE
PROPOSED LANDSCAPED AREAS
FF
MB
JP
WM
GM
EM
MH
EXISTING TREE TO REMAIN
EXISTING TREE
TO BE REMOVED
TREE PROTECTION FENCING
151
PROPOSED
SITE PLAN
1/8" = 1'- 0"
TJS
SITE NOTES
STORM WATER RETENTION NOTE- DISPOSITION AND TREATMENT OF STORM WATER WILL COMPLY WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM
("NPDES") STANDARDS AND IMPLEMENTATION STANDARDS ESTABLISHED BY THE SANTA CLARA VALLEY URBAN RUNOFF POLLUTION PREVENTION PROGRAM.
SETBACK VERIFICATION NOTE- PRIOR TO FOUNDATION INSPECTION BY THE CITY, THE LLS OF RECORD SHALL PROVIDE A WRITTEN CERTIFICATION THAT ALL
BUILDING SETBACKS ARE PER THE APPROVED PLANS.EGN
86
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-1.3
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
20691N10'-0"
5'-0"5'-0"REMOVE (E) TREES
REMOVE (E) TREE
REMOVE (E) TREES
REMOVE (E) TREE
REMOVE (E) TREE
REMOVE (E) TREE
REMOVE (E) BRICK
(E) LANDING TO
BE REMOVED
(E) LANDING TO
BE REMOVED
(E) HARDSCAPE TO
BE REMOVED
(E) DECK TO
BE REMOVED
(E) FENCE TO
BE REMOVED
(E) HARDSCAPE TO
BE REMOVED
(E) NEIGHBOR'S TREE
TO REMAIN (TYP.)
EXISTING BUILDING
OUTLINE ON ADJACENT
LOT, TYP.
EXISTING BUILDING
OUTLINE ON ADJACENT
LOT, TYP.
10' P.U.E.
5' W.C.E
5' S.D.E
(E) CURBCUT AND DRIVEWAY
APPROACH TO BE REMOVED
(E) CURBCUT AND DRIVEWAY
APPROACH TO BE REMOVED
(E) GAS METER
TO BE REMOVED
EEEEEEEE/TE/TE/TE/TE/TE/TT
V E/TE/TT
V
T
V
E/TE/TT
V
OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH
(S 89°36'45" E 105.39')(A)(N 89°36'45" W 85.39')(A)(N 00°23'15" E 159.19')(A)SSSSN 00°23'15" E 139.19'
4"TREE
9"JAPANESE
MAPLE 12" JAPANESE
MAPLE
DECK
LANDING 405406406406
40640640640640
6
4
0
7 407407407407407407
4074074084084084084084084084094094094094094
0
9
40940940940940740
7
407407407407407
LANDING
NEIGHBORING
RESIDENCE
13496
NEIGHBORING
RESIDENCE
20221
12" JAPANESE
MAPLE
H A M M O N S A V E N U E
T H E L M A A V E N U E40
GRAPHIC SCALE
10 50 2010
( IN FEET )
1 inch = 8 ft.
EXISTING RESIDENCE
TO BE REMOVED
8" PLUM
3" APRICOT
SNAG (PLUM)
3" PERSIMMON
11" APPLE
CONCRETE
CONCRETE CONCRETE
1/8" = 1'- 0"
EG
DEMOLITION
SITE
PLAN
87
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-2.0
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
20691
16'-5"10'-0"11'-1/2"5'-11"18'-1"15'-11"32'-61/2"13'-5"
123'-4"68'-8"123'-4"68'-8"2'-0"2'-0"33'-31/2"1'-11"24'-0"2'-6"2'-111/2"12'-6"2'-51/2"5'-11"7'-0"7'-61/2"EQ.EQ.EQ.EQ.EQ.EQ.5'-4"EQ.5'-4"EQ.
4'-8"EQ.4'-8"EQ.8'-21/2"EQ.EQ.
16'-6"2'-7"3'-6"3'-41/2"9'-61/2"EQ.EQ.3'-11"8'-21/2"12'-0"3'-11"1'-1/2"9'-0"1'-6"9'-0"1'-6"9'-0"1'-6"2'-0"6'-0"2'-0"54'-8"12'-21/2"1'-91/2"10'-71/2"11'-101/2"2'-51/2"13'-5"16'-31/2"31'-101/2"7'-111/2"
12'-111/2"18'-11"5'-0"8'-0"33'-0"
11'-1/2"5'-51/2"21'-0"46'-0"
20'-1/2"16'-5"27'-101/2"4'-0"5'-91/2"11'-21/2"EQ.EQ.5'-51/2"2'-0"14'-8"3'-0"9'-111/2"2'-51/2"5'-0"7'-11"12'-3"4'-3"6'-0"14'-11"5'-10"4'-8"3'-111/2"10'-1/2"6'-6"7'-51/2"11'-111/2"4'-51/2"12'-0"2'-111/2"6'-51/2"15'-11"19'-41/2"5'-0"2'-61/2"7'-61/2"8'-8"
A
A-6.0
A
A-6.0BA-6.0BA-6.0LIVING ROOM
CEILING HEIGHT 14'-10" MAX.
FOYER DINING ROOM
FAMILY ROOM
KITCHEN MUD
ROOM
BATH
3
GUEST
BEDROOM
DINING
NOOK
OFFICE
BEDROOM
3
BEDROOM
2
BATH
2
WALK-IN
CLOSET
MASTER
BATH
MASTER
BEDROOM
COVERED
PORCH
COVERED
VERANDA
GARAGE
STORAGELIN.
LIN.
PDR.
RM.
LAUNDRY
FP
BUTLER'S
PANTRY
SHOWER
UTILITIES
PANTRY
PORCH
BALCONY
REF.
CL
CLCLCL
26562656265648303056305648604060
76910
1926
4060 4060
4060
3056604026462646
6056
4056
HEAT & GLOW - TRUE 42"
DIRECT VENT GAS
FIREPLACE
24306056Main Floor Plan = 4,206 sf
NPROPOSED
FLOOR
PLAN
1/4" = 1'- 0"
EG
88
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-3.0
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
20691
NA
A-6.0
A
A-6.0BA-6.0BA-6.0DENOTES P.V. SOLAR PANELS
DS
DS
DS
DS
DS DS
DS
DS
DS
12':12'
SLOPE
12':12'SLOPE12':12'
SLOPE 12':12'SLOPE12':12'SLOPE12':12'SLOPE12':12'SLOPE12':12'
SLOPE
12':12'
SLOPE
12':12'
SLOPE
12':12'
SLOPE
12':12'SLOPE12':12'SLOPE12':12'SLOPE12':12'SLOPE12':12'SLOPE12':12'
SLOPE
12':12'
SLOPE
PROPOSED
ROOF PLAN
1/4" = 1'-0"
EG
89
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-4.0
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
2069118'-0"26'-0"T.P. = 417.50'
(+8'-6")
F.F. = 407.67'
(-1'-4")
F.F. = 409.00'
(±0'-0")
T.P. = 419.00'
(+10'-0")
MAX HEIGHT LIMIT = 432.83'
(+23'-10")
AVERAGE HEIGHT = 406.85'
INDICATES PROPOSED GRADE INDICATES NATURAL GRADE AVERAGE HEIGHT 406.85'MAXIMUM PROPOSED HEIGHT18' ABOVE AVERAGE GRADE LINE 1 1 2
3 6 6
1 2
F.F. = 409.00'
(±0'-0")
T.P. = 419.00'
(+10'-0")
AVERAGE HEIGHT = 406.85'
MAX HEIGHT LIMIT = 432.83'
(+23'-10")
INDICATES PROPOSED GRADEINDICATES NATURAL GRADEMAXIMUM PROPOSED HEIGHT18' ABOVE AVERAGE GRADE LINE 1 2
6 3
WOOD - WALNUT DARK STAIN4
2
5
3
1
6 ALUMINUM CLAD,'HAMPTON SAGE' ANODIZED
ALUMINUM
EXTERIOR FINISHES
ASPHALT COMPOSITION ROOFING -
CERTAINTEED PRESIDENTIAL TL - COUNTY
GREY
STUCCO PLASTER - 'BEACHSIDE VILLA'
COLOR LRV47
ROOF:
EXTERIOR WALLS:
EXTERIOR WALLS:
DOOR:
GARAGE DOOR:
WINDOWS &
EXTERIOR DOORS:
STONE VENEER - MCGREGOR LAKE TUMBLED -
MONTANA ROCKWORKS
WOOD 'CARRIAGE' DOOR -'HAMPTON SAGE'
COLOR EXTERIOR
ELEVATIONS
1/4" = 1'-0"
SOUTHWEST ELEVATION
NORTHWEST ELEVATION
SOUTHWEST ELEVATION
NORTHEAST ELEVATION EG TS
90
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-4.1
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
2069118'-0"26'-0"INDICATES PROPOSED GRADE INDICATES NATURAL GRADE
F.F. = 409.00'
(±0'-0")
T.P. = 419.00'
(+10'-0")
AVERAGE HEIGHT = 406.85'
MAX HEIGHT LIMIT = 432.83'
(+23'-10")
F.F. = 407.67'
(-1'-4")
T.P. = 417.50'
(+8'-6")MAXIMUM PROPOSED HEIGHT18' ABOVE AVERAGE GRADE LINE 1
2 3 6
1
WOOD - WALNUT DARK STAIN4
2
5
3
1
6 ALUMINUM CLAD,'HAMPTON SAGE' ANODIZED
ALUMINUM
EXTERIOR FINISHES
ASPHALT COMPOSITION ROOFING -
CERTAINTEED PRESIDENTIAL TL - COUNTY
GREY
STUCCO PLASTER - 'BEACHSIDE VILLA'
COLOR LRV47
ROOF:
EXTERIOR WALLS:
EXTERIOR WALLS:
DOOR:
GARAGE DOOR:
WINDOWS &
EXTERIOR DOORS:
STONE VENEER - MCGREGOR LAKE TUMBLED -
MONTANA ROCKWORKS
WOOD 'CARRIAGE' DOOR -'HAMPTON SAGE'
COLOR18'-0"26'-0"T.P. = 417.50'
(+8'-6")
F.F. = 409.00'
(±0'-0")
F.F. = 407.67'
(-1'-4")
F.F. = 409.00'
(±0'-0")
T.P. = 419.00'
(+10'-0")
MAX HEIGHT LIMIT = 432.83'
(+23'-10")
AVERAGE HEIGHT = 406.85'
INDICATES PROPOSED GRADEINDICATES NATURAL GRADEAVERAGE HEIGHT 406.85'MAXIMUM PROPOSED HEIGHT18' ABOVE AVERAGE GRADE LINE 1 1 1 2 3
4 5 6
1/4" = 1'-0"
SOUTHEAST ELEVATION
NORTHEAST ELEVATION
SOUTHEAST ELEVATION
EXTERIOR
ELEVATIONS
NORTHWEST ELEVATION
EG TS
91
13514 HAMMONS AVE.
SARATOGA, CA 95070
METRO
GROUP
DESIGN
DATE :
SCALE :
PROJECT NO :
DRAWN BY :
A-5.0
Shin Residence 4- 3-5-21.pln12/31/20212:10 PMThe plans, ideas and design on this
drawing are the property of the
designer,divised solely for this
contract. Plans shall not be used,
in whole or in part, for any purpose
for which they were not intended
without the written permission of
METRO DESIGN GROUP. c
REVISIONS
ARCHITECTURE PLANNING INTERIORS..
1475 S BASCOM AVE SUITE 208
CAMPBELL, CA 95008
(408)871-1071 phone
www.metroarchitects.com
SHEET NUMBER
SHIN
RESIDENCE
CHECKED BY :
ARCHITECT :TOM SLOAN
PROJECT NAME
12/31/2021
2069110'-6"10'-0"25'-101/2"9'-10"2'-0"T.P. = 417.50'
(+8'-6")
F.F. = 409.00'
(±0'-0")
F.F. = 407.67'
(-1'-4")
T.P. = 419.00'
(+10'-0")
F.F. = 409.00'
(±0'-0")
T.P. = 419.00'
(+10'-0")
HIGHEST ELEVATION POINT AT
BUILDING FOOTPRINT 407.80'LOWEST ELEVATION POINT AT
BUILDING FOOTPRINT 405.90'
INDICATES PROPOSED GRADE INDICATES NATURAL GRADEAVERAGE HEIGHT 406.85'
MAX HEIGHT LIMIT = 432.83'
(+23'-10")
AVERAGE HEIGHT = 406.85'
(E) 406.25
(P) 406.25(E) 407.66
(P) 406.80 MAXIMUM PROPOSED HEIGHTOFFICE HALLWAY FOYER DINING ROOM FAMILY ROOM
GUEST
BEDROOM STORAGE
GARAGE
ATTIC ATTIC ATTICATTIC
2'-0"10'-0"F.F. = 409.00'
(±0'-0")
T.P. = 419.00'
(+10'-0")
AVERAGE HEIGHT = 406.85'
MAX HEIGHT LIMIT = 432.83'
(+23'-10")
INDICATES PROPOSED GRADE INDICATES NATURAL GRADE
(E) 407.30
(P) 407.30
(E) 407.25
(P) 407.25 MAXIMUM PROPOSED HEIGHTGUEST
BEDROOMHALLBATHROOM 3
ATTIC
A
B
1/4" = 1'-0"
PROPOSED
SECTIONS
SECTION 'A'
SECTION 'B'
SECTION 'C'
SECTION B-B
SECTION A-A
EG TS
92
93
94
95
96
CITY OF SARATOGA
Memorandum
To: Saratoga Planning Commission
From: Christopher Riordan, Senior Planner
Date: January 12, 2022
Subject: 13514 Hammons Avenue - Supplemental Attachment 1
The attached public comment from the adjacent property owner at 20221 Thelma Avenue
for PDR21-0008 / ARB21-0034 (13514 Hammons Avenue) was provided after the Planning
Commission packet was published.
The neighbors project related concerns are:
1) The pitch of the roof will contribute to the appearance of height and mass and that the
project could appear out of proportion when compared to neighboring structures, and
2) The project would have the potential of blocking views of the mountains.
Attachment 1 – Email received on January 6, 2022.
97
From:john felch
To:Christopher Riordan
Subject:Re: Hammonss
Date:Thursday, January 6, 2022 10:42:28 PM
Attachments:image001.png
CAUTION: This email originated from outside your organization. Exercise caution when
opening attachments or clicking links, especially from unknown senders.
Chris,
Thanks for responding to my E mail.
I can tell by the flat top on the outline the owner has erected that they are at the max height. My concern
is esthetics. The roof pitch is extreme and the roof area is massive. It looks like it is about a 10 in 12
pitch. Compared to the houses around it this house will look very dis proportional. Reducing the roof pitch
to 6 in 12 would not change the floor area or the volume of the living space but would create a much
more balanced look. I strongly suggest the planning department consider this before approving this
design. I am their next door neighbor and I would not approve the house as proposed unless the roof
pitch were reduced. If nothing else it would block my view of the mountains.
On Thursday, January 6, 2022, 09:20:35 AM PST, Christopher Riordan <criordan@saratoga.ca.us>
wrote:
Good morning,
You had phoned regarding the project at 13514 Hammons Avenue. The project has not been approved
and is scheduled for review by the Planning Commission next week. Regarding the height, the allowable
height for the primary dwelling is 26 feet. There is no requirement in that area limiting the height of homes
to one story.
Thanks,
Chris
Christopher A. Riordan, AICP
Senior Planner
City of Saratoga
(408)868-1235
criordan@saratoga.ca.us
98
CITY OF SARATOGA
Memorandum
To: Saratoga Planning Commission
From: Christopher Riordan, Senior Planner
Date: January 12, 2022
Subject: 13514 Hammons Avenue - Supplemental Attachment 2
The attached public comment from the adjacent property owner at 13495 Alder Court for
PDR21-0008 / ARB21-0034 (13514 Hammons Avenue) was provided after the Planning
Commission packet was published.
The neighbors project related concerns are:
1)The pitch and design of the roof adds to the visual mass of the structure.
2) The project would have the potential of blocking views of the mountains.
Attachment 1 – Email and photos received on January 12, 2022.
99
From:Kevin
To:Christopher Riordan
Cc:Kath
Subject:Hammonds New Home Plans
Date:Wednesday, January 12, 2022 11:59:22 AM
CAUTION: This email originated from outside your organization. Exercise caution when
opening attachments or clicking links, especially from unknown senders.
Hello Christopher,
My wife and I reside at Alder Ct, catty-corner from the planned new house construction
on Hammonds. Our apologies for being last minute with our concerns, but it took reflecting
on the flag-lines recently put up in combination with the walk-through yesterday for us to get
clarity.
Starting with not knowing what options, if any, there might be, following are out observations:
The large footprint of the house coupled with a 10-foot first floor, 12:12 roof pitch - in places
needing to be “flat-topped” to avoid exceeding height restrictions - creates quite a massive
structure. There are two implications of this (see attached pictures from our family room and
sun porch room):
Viewing the Hammonds property from our property, and in particular the noted rooms,
shows the entire visual frame taken up by the massiveness of the house.
The roofline being near maximum height for the nearly the entire house virtually
eliminates the mountain viewshed from our property.
The above said, the house is gorgeous. If it were on an acre or more of property, the
massiveness and fit to the neighborhood would be of little consequence. And there would be
no obstruction of view. But that isn’t the case on a 10K lot; hopefully there are some
workable accommodations in consideration of our observations.
If you need to reach us directly, our home phone is
Best regards,
Kevin (and Kathy) Weitsman
100
101
102
REPORT TO THE
PLANNING COMMISSION
12531 Paseo Cerro
Meeting Date: January 12, 2022
Application: PDR21-0033
Address/APN: 12531 Paseo Cerro / 386-11-031
Property Owner: Thanh Truong
From: Debbie Pedro, Community Development Director
Report Prepared By: Christopher Riordan, Senior Planner
103
Report to the Planning Commission
12531 Paseo Cerro– Application # PDR21-0033
January 12, 2022
Page | 2
PROJECT DESCRIPTION
The applicant is requesting Design Review approval for a 3,162 square foot single story residence
(maximum height 22’11”) and the conversion of an existing 357 square foot accessory building into
an Accessory Dwelling Unit (maximum height of 11’-4”). No protected trees are proposed for
removal.
STAFF RECOMMENDATION
Adopt Resolution No. 22-002 approving the project subject to conditions of approval included in
Attachment 1.
Pursuant to City Code Sections 15-45.060(a)(3), approval by the Planning Commission is required
as the project includes a single-story residence greater than 18 feet in height.
PROJECT DATA
Gross/Net Site Area: 10,000 sq. ft. gross/net (.22 acres)
Average Site Slope: Level Site
General Plan Designation: M-10 (Medium Density Residential)
Zoning: R-1-10,000 (Single Family Residential)
Proposed Allowed/Required
Site Coverage
Residence w/Garage
ADU
Porch
Driveway
Walkways/Patios
Total Proposed
3,162 sq. ft.
357 sq. ft.
83 sq. ft.
703 sq. ft.
616 sq. ft.
4,921 sq. ft. (49.2%)
6,600 sq. ft. (60 %)*
Floor Area
Residence
Garage
ADU
Total Floor Area
2,712 sq. ft.
450 sq. ft.
357 sq. ft.
3,519 sq. ft.
3,520 sq. ft.*
Height 22’11” 26’
Setbacks
Front:
Left Side:
Right Side
Rear:
25’-7”
8’
8’
31’8”
25’
8’
8’
25’
Grading
No Grading Proposed
No grading limit in the
R-1-10,000 zoning district
*Includes one time 10% for deed restricted ADU Per City Code Section 15-56.025 (2)
Per City Code Section 15-56.025 (7) “detached accessory dwelling units shall have rear and side
setbacks of no less than four feet. However, setbacks of less than four feet are allowed if the
accessory dwelling unit is constructed in the same location and to the same dimensions as an
existing structure that is demolished for the purpose of constructing the accessory dwelling unit.”
104
Report to the Planning Commission
12531 Paseo Cerro– Application # PDR21-0033
January 12, 2022
Page | 3
The existing detached accessory building that is being converted into an ADU was previously
permitted within the required setback therefore it is located in the same location, 1’6” from the
side property line.
SITE CHARACTERISTICS AND PROJECT DESCRIPTION
Site Description
The project site is located at 12531 Paseo Cerro in the R-1-10,000 (Single Family Residential)
zoning district. The 10,000 square foot site is relatively level. Surrounding uses on all sides
include one-story single-family homes on similar sized parcels.
Background
On May 24, 2019 the applicant submitted an Administrative Design Review (ADR) application
(ADR19-0011) for a new single-story residence (maximum height 18’) and the conversion of a
detached accessory building to an accessory dwelling unit (ADU). On August 22, 2019 a Notice
of Intent to Approve was sent to properties within a 250’ radius of the property. On September 9,
2019 the new residence was approved administratively.
On September 12, 2020 the applicant submitted building plans to the Building Department for
review. On July 7, 2021 the Building Division issued a building permit for the construction of
the new primary dwelling and conversion of the existing accessory structure to an ADU.
In November 2021 it was brought to the City’s attention that the new residence under
construction appeared to be taller than 18’. A building inspector subsequently visited the site
and determined that the residence was taller than the application originally approved by the
Planning Department and a stop work order was issued.
Upon review of the approved building plans, it was found that the height of the residence had
been modified from the original planning approval. A condition of the ADR approval states that
“Any proposed changes, including but not limited to façade design and materials to the approved
plans shall be submitted in writing with a clouded set of plans highlighting the changes.
Proposed changes to the approved plans are subject to the approval of the Community
Development Director.” The applicant did not inform the Community Development Department
of the modification and the application was erroneously approved with a height of 22’-11”. Per
City Code Section 15-45-060 (3), any new structure over 18’ requires Planning Commission
review.
The City’s Code Compliance Officer issued an “Intent to Record Violation” notice to the project
applicant. The notice provided two options to the applicant to correct the violation which were 1)
submit a Planning Commission Design Review application as the project exceeds a height of 18
feet, or 2) reduce the height of the residence currently under construction to be consistent with
the original Administrative Design Review approved plans.
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City staff has had several discussions with the applicant regarding options to move the project
forward. The applicant would like to maintain and preserve the existing construction that has
occurred on site and determined that their best option is to have their project submitted to the
Planning Commission for review. The square footage and footprint of the project under
construction are consistent with the ADR approval.
Project Description
The architectural style of the project can best be described as modern. The project consists of a
2,712 square foot residence with an entry, three bedrooms with baths, a master suite, office, kitchen
and dining room. There is a 450 square foot two car garage.
The applicant has provided a color and materials board, which will be available for review at the
site visit (Attachment 2). Below is a list of the proposed exterior materials. The design and
materials of the detached ADU will be consistent with the main residence.
Detail Colors and Materials
Exterior Swiss Coffee/ Smooth Stucco and wood siding
Windows / Trim Wrought iron gate /Vinyl
Front door/Garage frame Wrought iron gate
Roof Slate range of charcoal/flat tile roof
Landscaping
The approved ADR application indicated that the front yard landscaping was to be preserved and
additional landscaping was not proposed. During the recent construction activity, the existing front
yard landscaping was removed. The installation of front yard landscaping is required prior to
building permit final inspection. The project includes a condition of approval that landscaping is to
be installed per City Code Section 15-12.095.
FINDINGS
Design Review
The findings required for issuance of Design Review approval pursuant to City Code Section 15-
45.080 are set forth below.
a. Site development follows the natural contours of the site, minimizes grading, and is
appropriate given the property’s natural constraints. This finding can be made in the
affirmative in that the building site is relatively level and minimal grading is required to
construct the project. The new home will be located in the approximate same location as the
home to be removed with the existing grades outside the building footprint remaining
relatively unchanged. The site development is appropriate to the site’s natural constraints
which single family homes on three sides.
b. All protected trees shall be preserved, as provided in Article 15-50 (Tree Regulations). If
constraints exist on the property, the number of protected trees, heritage trees, and native
trees approved for removal shall be reduced to an absolute minimum. Removal of any smaller
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oak trees deemed to be in good health by the City Arborist shall be minimized using the
criteria set forth in Section 15-50.080. This finding can be made in the affirmative in that no
protected trees would be impacted by the proposed project.
c. The height of the structure, its location on the site, and its architectural elements are
designed to avoid unreasonable impacts to the privacy of adjoining properties and to
community viewsheds. This finding can be made in the affirmative in that the project is a
single-story structure with no second story windows or elevated decks or balconies to impact the
privacy of adjoining properties. No community view sheds are in the vicinity of the project.
d. The overall mass and the height of the structure, and its architectural elements are in scale
with the structure itself and with the neighborhood. This finding can be made in the
affirmative in that the proposed single-story residence is well under the maximum height
limitation of 26 feet allowable for residential structures; the building has varying
architectural forms and exterior materials to break up the appearance of mass, the building
setbacks comply with those required for the R-1-10,000 zoning district, and the project will
be consistent or lower in height than adjacent structures.
e. The landscape design minimizes hardscape in the front setback area and contains
elements that are complimentary to the neighborhood and streetscape. This finding may be
made in the affirmative in that the project includes a condition of approval that front yard
landscaping is to be installed prior to building department final inspection. Staff will ensure
that this landscaping is complimentary to the neighborhood and streetscape. The City Code
requires that at least 50% of the front setback area be landscaped.
f. Development of the site does not unreasonably impair the ability of adjoining properties to
utilize solar energy. This finding may be made in the affirmative in that the home is one
story, is similar in mass and height with the homes in the neighborhood and will not cast
shadows on the adjacent properties which could impair the adjacent property owner’s
opportunity to utilize solar energy.
g. The design of the structure and the site development plan is consistent with the Residential
Design Handbook, pursuant to Section 15-45.055. This finding may be made in the
affirmative in that the proposed project conforms to the applicable design policies and
techniques in the Residential Design Handbook in terms of compatible bulk and avoiding
unreasonable interference with privacy and views as detailed in the findings above.
h. On hillside lots, the location and the design of the structure avoid unreasonable impacts to
ridgelines, significant hillside features, community viewsheds, and is in compliance with
Section 15-13.100. This finding is not applicable to the project as the site is not considered a
hillside lot as the average slope is less than 10% nor will it affect any significant hillside feature
or community viewshed.
Neighbor Notification and Correspondence
The Community Development Department mailed public notices to property owners within 500 feet
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of the site. In addition, the public hearing notice and description of the project was published in the
Saratoga News. Since the project was noticed, one neighbor has provided comments that are in
included in Attachment 3.
ENVIRONMENTAL DETERMINATION
The project is Categorically Exempt from the Environmental Quality Act (CEQA) pursuant Section
15303, “New Construction or Conversion of Small Structures”, Class 3 (a) of the Public Resources
Code (CEQA). This exemption allows for the construction of a single-family residence and small
structures in a residential area. The project, as proposed, is for the construction of a new residence in
a suburban, residential area.
ATTACHMENTS
1. Resolution No. 22-002
2. Material Board
3. Public Comment
4. Project Plans
108
RESOLUTION NO: 22-002
A RESOLUTION OF THE CITY OF SARATOGA PLANNING COMMISSION
APPROVING DESIGN REVIEW PDR21-0033
12531 PASO CERRO (APN 386-11-031)
WHEREAS, on December 22, 2021 an application was submitted by Thanh Truong
requesting Design Review approval to construct a new 2,712-foot residence with a 450 square foot
garage and 357 square foot detached ADU. The site is located within the R-1-10,000 zoning
district.
WHEREAS, the Community Development Department completed an environmental
assessment for the project in accordance with the California Environmental Quality Act (CEQA)
and recommends that the Planning Commission determine this project Categorically Exempt.
WHEREAS, on January 12, 2022 the Planning Commission held a duly noticed public
hearing on the subject application, and considered evidence presented by City Staff, the applicant,
and other interested parties.
NOW THEREFORE, the Planning Commission of the City of Saratoga hereby finds,
determines and resolves as follows:
Section 1: The recitals set forth above are true and correct and incorporated herein by
reference.
Section 2: The project is Categorically Exempt from the Environmental Quality Act
(CEQA) pursuant Section 15303, “New Construction or Conversion of Small Structures”, Class
3(a) of the Public Resources Code (CEQA). This exemption allows for the construction of a single-
family residence and small structures in a residential area.
Section 3: The proposed residence is consistent with the following Saratoga General Plan
Policies: Land Use Goal 13 which provides that the City shall use the Design Review process to
assure that the new construction and major additions thereto are compatible with the site and the
adjacent surroundings; Safety Element Site and Drainage Policy 3 which provides that the City shall
require that landscaping and site drainage plans be submitted and approved during Design Review
for a residence prior to issuance of permits; and Conservation Element Policy 6.0 which provides
that the City shall protect the existing rural atmosphere of Saratoga by carefully considering the
visual impact of new development.
Section 4: The proposed residence is consistent with the Saratoga City Code in that the
design and improvements are consistent with the design review findings. The overall mass and
height of the structure are in scale with the neighborhood; the structure is set back in proportion to
the size and shape of the lot; site development follows contours and is appropriate given the
property’s natural constraints; the porch and entry are in scale with other structures in the
neighborhood. In addition, the proposed materials, colors, and details enhance the architecture in a
well-composed, understated manner.
Attachment 1
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Application # PDR21-0033
January 12, 2022
Resolution #22-002
Page | 2
Section 5: The City of Saratoga Planning Commission hereby approves PDR21-0033 for
12531 Paseo Cerro (APN 386-11-031), subject to the Findings, and Conditions of Approval
attached hereto as Exhibit 1.
PASSED AND ADOPTED by the City of Saratoga Planning Commission on this 12th day of
January 2022 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
____________________________
Anjali Kausar
Chair, Planning Commission
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Application # PDR21-0033
January 12, 2022
Resolution #22-002
Page | 3
Exhibit 1
CONDITIONS OF APPROVAL
PDR21-0033
12531 PASO CERRO
(APN 386-11-031)
GENERAL
1. All conditions below which are identified as permanent or for which an alternative period of
time for applicability is specified shall run with the land and apply to the landowner’s
successors in interest for such time period. No zoning clearance, or demolition, grading for this
project shall be issued until proof is filed with the city that a certificate of approval documenting
all applicable permanent or other term-specified conditions has been recorded by the applicant
with the Santa Clara County Recorder’s office in form and content to the Community
Development Director. If a condition is not “Permanent” or does not have a term specified, it
shall remain in effect until the issuance by the City of Saratoga of a Certificate of Occupancy or
its equivalent.
2. The Owner and Applicant will be mailed a statement after the time the Resolution granting this
approval is duly executed, containing a statement of all amounts due to the City in connection
with this application, including all consultant fees (collectively “processing fees”). This
approval or permit shall expire sixty (60) days after the date said notice is mailed if all
processing fees contained in the notice have not been paid in full. No Zoning Clearance or
Demolition, Grading, or Building Permit may be issued until the City certifies that all
processing fees have been paid in full (and, for deposit accounts, a surplus balance of $500 is
maintained).
3. The Project shall maintain compliance with all applicable regulations of the State, County, City
and/or other governmental agencies having jurisdiction including, without limitation, the
requirements of the Saratoga City Code incorporated herein by this reference.
4. As a condition of this Approval, Owner and Applicant hereby agree to defend, indemnify and
hold the City and its officers, officials, boards, commissions, employees, agents and volunteers
harmless from and against:
a. any and all claims, actions or proceedings to attack, set aside, void or annul any action
on the subject application, or any of the proceedings, acts or determinations taken, done
or made prior to said action; and
b. any and all claims, demands, actions, expenses or liabilities arising from or in any
manner relating to the performance of such construction, installation, alteration or
grading work by the Owner and/or Applicant, their successors, or by any person acting
on their behalf.
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Application # PDR21-0033
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In addition, prior to any Zoning Clearance, Owner and Applicant shall execute a separate
agreement containing the details of this required Agreement to Indemnify, Hold Harmless and
Defend, which shall be subject to prior approval as to form and content by the City Attorney.
COMMUNITY DEVELOPMENT DEPARTMENT
5. PERMANENT CONDITION OF APPROVAL (Deed Restriction) The owner shall record a
deed restriction satisfactory to the Community Development Director restricting the rental of the
accessory dwelling unit to only households that qualify as low, very-low, or extremely-low
income households as those terms are defined in the most recent Santa Clara County Housing
and Urban Development Program Income Limits. In the event that the most recent such report
is more than five years old, the rental income limits of the accessory dwelling unit shall be in
accordance with the definitions set forth in Health and Safety Code section 50079.5, 50105, and
50106 as those sections exist as of the effective date of this restriction. “Rental” means any
agreement whereby the occupant(s) of the accessory dwelling unit make any payment in
consideration of said occupancy.
6. The development shall be located and constructed to include those features, and only those
features, as shown on the Approved Development Plans. All proposed changes to the approved
plans must be submitted in writing with plans showing the changes, including a clouded set of
plans highlighting the changes. Such changes shall be subject to approval in accordance with
City Code.
7. Prior to issuance of Building Permits, the applicant shall submit for staff approval, a Lighting
Plan for the home’s exterior and landscaped areas. Proposed exterior lighting shall be limited to
full cut-off & shielded fixtures with downward directed illumination so as not to shine on
adjacent properties or public right-of-way. All proposed exterior lighting shall be designed to
limit illumination to the site and avoid creating glare impacts to surrounding properties.
8. In order to comply with standards that minimize impacts to the neighborhood during site
preparation and construction, the applicant shall comply with City Code Sections 7-30.060 and
16-75.050, with respect to noise, construction hours, maintenance of the construction site and
other requirements stated in these sections.
9. Prior to issuance of Building Permits, the applicant shall prepare for review and approval by
City staff a Construction Management Plan for the project which includes but is not limited to
the following:
a. Proposed construction worker parking area.
b. Proposed construction hours that are consistent with City Code.
c. Proposed construction/delivery vehicle staging or parking areas.
d. Proposed traffic control plan with traffic control measures, any street closure, hours for
delivery/earth moving or hauling, etc. To the extent possible, any deliveries, earth
moving or hauling activities will be scheduled to avoid peak commute hours.
e. Proposed construction material staging/storage areas.
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f. Location of project construction sign outlining permitted construction work hours, name
of project contractor and the contact information for both homeowner and contractor.
10. All fences, walls and hedges shall conform to height requirements provided in City Code
Section 15-29.
11. The final landscaping and irrigation plan submitted for Building Permit approval shall
demonstrate how the project complies with the State Water Efficient Landscape Ordinance and
shall consider the following:
a. To the extent feasible, landscaping shall be designed and operated to treat storm water
runoff by incorporating elements that collect, detain and infiltrate runoff. In areas that
provide detention of water, plants that are tolerant of saturated soil conditions and
prolong exposure to water shall be specified.
b. To the extent feasible, pest resistant landscaping plants shall be used throughout the
landscaped area, especially along any hardscape area.
c. Plant materials selected shall be appropriate to site specific characteristics such as soil
type, topography, climate, amount and timing of sunlight, prevailing winds, rainfall, air
movement, patterns of land use, ecological consistency, and plant interactions to ensure
successful establishment.
d. Pest resistant landscaping plants shall be considered for use throughout the landscaped
area, especially along any hardscape area.
e. Any proposed or required under grounding of utilities shall consider potential damage to
roots of protected trees
11. Front yard landscaping shall be installed prior to final inspection or a bond satisfactory to the
Community Development Department valued at 150% of the estimated cost of the installation
of such landscaping shall be provided to the City.
12. A locking mailbox approved for use by the U.S. Postal service shall be installed and in
compliance with Saratoga Municipal Code section 6-25.030. The mailbox shall be installed
prior to final inspection.
13. A Building Permit must be issued, and construction commenced within 36 months from the date
of adoption of this Resolution or the Design Review Approval will expire unless extended in
accordance with the City Code.
14. West Valley Collection & Recycling is the exclusive roll-off and debris box provider for the
City of Saratoga.
FIRE DEPARTMENT
15. The owner/applicant shall comply with all Fire Department requirements.
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PUBLIC WORKS
16. Applicant / Owner shall obtain an encroachment permit for any and all improvements in any
City right-of-way or City easement including all new utilities prior to commencement of the
work to implement this Design Review.
17. Remove and replace all existing rolled curb and gutter with new vertical curb and gutter fronting
12531 Paseo Cerro. The new curb & gutter and driveway flow line shall conform to existing
street grades. See City of Saratoga standard details for removal and new installation.
18. Removed and replace existing driveway approach per City of Saratoga Standard Details.
19. All utilities to the new residence shall be installed underground.
20. Applicant / Owner shall maintain the streets, sidewalks and other right of way as well as
adjacent properties, both public and private, in a clean, safe and usable condition. All spills of
soil, rock or construction debris shall be removed immediately.
21. The Owner/Applicant shall incorporate adequate source control measures to limit pollutant
generation, discharge, and runoff (e.g. landscaping that minimizes irrigation and runoff,
promotes surface infiltration where possible, minimizes the use of pesticides and fertilizers, and
incorporates appropriate sustainable landscaping practices and programs, such as Bay-Friendly
Landscaping).
22. Construction Site Control
a. Owner shall implement construction site inspection and control to prevent construction
site discharges of pollutants into the storm drains per approved Erosion Control Plan.
b. The City requires the construction sites to maintain year-round effective erosion control,
run-on and run-off control, sediment control, good site management, and non-storm
water management through all phases of construction (including, but not limited to, site
grading, building, and finishing of lots) until the site is fully stabilized by landscaping or
the installation of permanent erosion control measures.
c. City will conduct inspections to determine compliance and determine the effectiveness
of the BMPs in preventing the discharge of construction pollutants into the storm drain.
Owner shall be required to timely correct all actual and potential discharges observed.
23. Prior to the Building final, all Public Works conditions including drainage, grading, and
landscaping of the site shall be completed and sign off by engineering department.
BUILDING DEPARTMENT SUBMITTAL
24. Complete construction plans shall be submitted to the Building Division. These plans shall be
subject to review and approval by the City prior to issuance of Zoning Clearance. The
construction plans shall, at a minimum include the following:
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Application # PDR21-0033
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Page | 7
a. Architectural drawings and other plan sheets consistent with those identified as Exhibit “A”
on file with the Community Development Department.
b. All additional drawings, plans, maps, reports, notes, and/or materials required by the
Building Division.
c. This signed and dated Resolution printed onto separate construction plan pages.
115
Attachment 2116
From: FRANK HO <>
Sent: Tuesday, January 4, 2022 10:24 AM
To: Christopher Riordan <criordan@saratoga.ca.us>
Subject: Re: PDR21-0033
CAUTION: This email originated from outside your organization. Exercise caution when
opening attachments or clicking links, especially from unknown senders.
The house looks really bulky from my backyard. Can I request to have some kind of screening fence
or screening landscape so that it won't look too big. It looks like the house's finish floor is really high
from the grading. It seems like whoever lives in that house can look over the fence to my backyard.
My concern is privacy.
By the way, is the planning and building department open for the public to visit? Do I need to make
an appointment to see the plan?
Regard,
FRANK L. HO, ARCHITECT
STUDIO 61 ARCHITECTS
Attachment 3
117
On Tue, Jan 4, 2022 at 10:18 AM Christopher Riordan <criordan@saratoga.ca.us> wrote:
Hi Frank,
I can’t email you the plans – you are welcome to visit City Hall to review the plans.
Chris
Christopher A. Riordan, AICP
Senior Planner
City of Saratoga
(408) 868-1235
criordan@saratoga.ca.us
Tell us how we did! Complete the City of Saratoga Customer Service Survey
From: FRANK HO <
Sent: Thursday, December 30, 2021 9:34 PM
To: Christopher Riordan <criordan@saratoga.ca.us>
Subject: PDR21-0033
CAUTION: This email originated from outside your organization. Exercise caution when
opening attachments or clicking links, especially from unknown senders.
Hi Christopher,
I am the homeowner of the property at 12480 Saratoga Ave, Saratoga, CA 95070. I am right
behind this house. Can you please send me the plan and elevation so I can go over it. My wife
complained to me that this house is really high when viewed from my backyard.
Best regards,
Frank Ho
FRANK L. HO, ARCHITECT
STUDIO 61 ARCHITECTS
118
2 1/6/2020 SECOND SUBMITTAL CORRECTIONS
4LEAF,INC.
BUILDING
FEBRUARY 8 2021
REVIEWED FOR
CODE COMPLIANCE
119
REVISIONS
DESCRIPTIONDATENO.
FIRST SUBMITTAL CORRECTION09/18/201
ACU1
2 1/6/2020 SECOND SUBMITTAL CORRECTIONS
4LEAF,INC.
BUILDING
FEBRUARY 8 2021
REVIEWED FOR
CODE COMPLIANCE
120
2 1/6/2020 SECOND SUBMITTAL CORRECTIONS
4LEAF,INC.
BUILDING
FEBRUARY 8 2021
REVIEWED FOR
CODE COMPLIANCE
121
2 1/6/2020 SECOND SUBMITTAL CORRECTIONS
4LEAF,INC.
BUILDING
FEBRUARY 8 2021
REVIEWED FOR
CODE COMPLIANCE
122
2 1/6/2020 SECOND SUBMITTAL CORRECTIONS
4LEAF,INC.
BUILDING
FEBRUARY 8 2021
REVIEWED FOR
CODE COMPLIANCE
123
BEST MANAGEMENT PRACTICES
FOR CONSTRUCTION ACTIVITIES*
Storm Water Pollution Control Requirements for Construction Activities
Minimum Water Quality Protection Requirements for All Development Construction
Projects/Certification Statement
The following is intended as minimum notes or as an attachment for building and grading plans and
represent the minimum standards of good housekeeping that must be implemented on all construction
sites regardless of size. (Applies to all permits)
Every effort should be made to eliminate the discharge of non-stormwater from the project site at all times.
Eroded sediments and other pollutants must be retained on site and may not be transported from the site
via sheetflow, swales, area drains, natural drainage courses or wind.
Stockpiles of earth and other construction related materials must be protected from being transported from
the site by the forces of wind or water.
Fuels, oils, solvents and other toxic materials must be stored in accordance with their listing and are not to
contaminate the soil and surface waters. All approved storage containers are to be protected from the
weather. Spills must be cleaned up immediately and disposed of in a proper manner. Spills may not be
washed into the drainage system.
Excess or waste concrete may not be washed into the public way or any other drainage system. Provisions
shall be made to retain concrete wastes on site until they can be disposed of as solid waste.
Trash and construction related solid wastes must be deposited into a covered receptacle to prevent
contamination of rainwater and dispersal by wind.
Sediments and other materials may not be tracked from the site by vehicle traffic. The construction
entrance roadways must be stabilized so as to inhibit sediments from being deposited into the public way.
Accidental depositions must be swept up immediately and may not be washed down by rain or other
means.
Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion by wind
and water.
2019 Low-Rise Residential Mandatory Measures Summary
NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach
used. Review the respective section for more information. *Exceptions may apply.
(01/2020)
Building Envelope Measures:
§ 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or less
when tested per NFRC-400, ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.*
§ 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a).
§ 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables
110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped.*
§ 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked,
gasketed, or weather stripped.
§ 110.8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods
and Services (BHGS).
§ 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g).
§ 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing
material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1R.
§ 110.8(j): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs.
§ 150.0(a):
Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling; or the weighted average U-factor must not exceed 0.043.
Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached
insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in
direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited
to placing insulation either above or below the roof deck or on top of a drywall ceiling.*
§ 150.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value.
§ 150.0(c):
Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or
have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls
must meet Tables 150.1-A or B.*
§ 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.*
§ 150.0(f):
Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without
facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and
UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g).
§ 150.0(g)1: Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor
retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(d).
§ 150.0(g)2: Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all
insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation.
§ 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a
maximum U-factor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0.58.*
Fireplaces, Decorative Gas Appliances, and Gas Log Measures:
§ 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces.
§ 150.0(e)1: Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox.
§ 150.0(e)2: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area
and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device.*
§ 150.0(e)3: Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control.*
Space Conditioning, Water Heating, and Plumbing System Measures:
§ 110.0-§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated
appliances must be certified by the manufacturer to the California Energy Commission.*
§ 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-K.*
§ 110.2(b):
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters
must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the
cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for
compression heating is higher than the cut-off temperature for supplementary heating.*
§ 110.2(c): Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a
setback thermostat.*
§ 110.3(c)4:
Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must
meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of
§ 110.3(c)4.
§ 110.3(c)6: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose
bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed.
§ 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (except
appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and spa heaters.*
§ 150.0(h)1:
Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook,
Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards
Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2.
2019 Low-Rise Residential Mandatory Measures Summary
§ 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer
t
§ 150.0(h)3B: Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the
manufacturer’s instructions.
§ 150.0(j)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, must have
a minimum of R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank.
§ 150.0(j)2A:
Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must
be insulated as specified in Section 609.11 of the California Plumbing Code. In addition, the following piping conditions must have a minimum
insulation wall thickness of one inch or a minimum insulation R-value of 7.7: the first five feet of cold water pipes from the storage tank; all hot
water piping with a nominal diameter equal to or greater than 3/4 inch and less than one inch; all hot water piping with a nominal diameter less
than 3/4 inch that is: associated with a domestic hot water recirculation system, from the heating source to storage tank or between tanks,
buried below grade, and from the heating source to kitchen fixtures.*
§ 150.0(j)3:
Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and
wind as required by Section 120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes).
Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a
Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve.
§ 150.0(n)1:
Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of
the following: A dedicated 125 volt, 20 amp electrical receptacle connected to the electric panel with a 120/240 volt 3 conductor, 10 AWG
copper branch circuit, within three feet of the water heater without obstruction. Both ends of the unused conductor must be labeled with the
word “spare” and be electrically isolated. Have a reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker
for the branch circuit and labeled with the words “Future 240V Use”; a Category III or IV vent, or a Type B vent with straight pipe between the
outside termination and the space where the water heater is installed; a condensate drain that is no more than two inches higher than the base
of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu per hour.
§ 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5.
§ 150.0(n)3:
Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification
Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing
agency that is approved by the Executive Director.
Ducts and Fans Measures:
§ 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a
contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement.
§ 150.0(m)1:
CMC Compliance. All air-distribution system ducts and plenums must meet the requirements of the CMC §§ 601.0, 602.0, 603.0, 604.0, 605.0
and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and
plenums must be insulated to a minimum installed level of R-6.0 or a minimum installed level of R-4.2 when ducts are entirely in conditioned
space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Portions of the duct system completely exposed and surrounded by directly conditioned space are not required to be insulated. Connections of metal ducts and inner core of flexible ducts must be
mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL
181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ¼
inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums
designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air.
Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause
reductions in the cross-sectional area.*
§ 150.0(m)2:
Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction,
connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct
tapes unless such tape is used in combination with mastic and draw bands.
§ 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes,
mastics, sealants, and other requirements specified for duct construction.
§ 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers.
§ 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible,
manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents.
§ 150.0(m)9:
Protection of Insulation. Insulation must be protected from damage, sunlight, moisture, equipment maintenance, and wind. Insulation exposed
to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular
foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation.
§ 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex ducts must have a non-porous layer between the inner core and outer vapor barrier.
§ 150.0(m)11:
Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an
occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in
accordance with § 150.0(m)11 and Reference Residential Appendix RA3.
§ 150.0(m)12:
Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or
equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Pressure
drops and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service.*
§ 150.0(m)13:
Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole
for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM
per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per
CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling
unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3.*
2019 Low-Rise Residential Mandatory Measures Summary
Requirements for Ventilation and Indoor Air Quality:
§ 150.0(o)1: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation
and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1.
§ 150.0(o)1C:
Single Family Detached Dwelling Units. Single family detached dwelling units, and attached dwelling units not sharing ceilings or floors with
other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow provided at rates
determined by ASHRAE 62.2 Sections 4.1.1 and 4.1.2 and as specified in § 150.0(o)1C.
§ 150.0(o)1E:
Multifamily Attached Dwelling Units. Multifamily attached dwelling units must have mechanical ventilation airflow provided at rates in
accordance with Equation 150.0-B and must be either a balanced system or continuous supply or continuous exhaust system. If a balanced
system is not used, all units in the building must use the same system type and the dwelling-unit envelope leakage must be ≤ 0.3 CFM at 50 Pa
(0.2 inch water) per square foot of dwelling unit envelope surface area and verified in accordance with Reference Residential Appendix RA3.8.
§ 150.0(o)1F:
Multifamily Building Central Ventilation Systems. Central ventilation systems that serve multiple dwelling units must be balanced to provide
ventilation airflow for each dwelling unit served at a rate equal to or greater than the rate specified by Equation 150.0-B. All unit airflows must be
within 20 percent of the unit with the lowest airflow rate as it relates to the individual unit’s minimum required airflow rate needed for compliance.
§ 150.0(o)1G: Kitchen Range Hoods. Kitchen range hoods must be rated for sound in accordance with Section 7.2 of ASHRAE 62.2.
§ 150.0(o)2:
Field Verification and Diagnostic Testing. Dwelling unit ventilation airflow must be verified in accordance with Reference Residential
Appendix RA3.7. A kitchen range hood must be verified in accordance with Reference Residential Appendix RA3.7.4.3 to confirm it is
rated by HVI to comply with the airflow rates and sound requirements as specified in Section 5 and 7.2 of ASHRAE 62.2.
Pool and Spa Systems and Equipment Measures:
§ 110.4(a):
Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency
that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater
without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric
resistance heating.*
§ 110.4(b)1: Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or
dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating.
§ 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover.
§ 110.4(b)3: Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that
will allow all pumps to be set or programmed to run only during off-peak electric demand periods.
§ 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light.
§ 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow
rate, piping, filters, and valves.*
Lighting Measures:
§ 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements
of § 110.9.*
§ 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A.
§ 150.0(k)1B:
Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or
other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or
fan speed control.
§ 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC)
labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C.
§ 150.0(k)1D: Electronic Ballasts for Fluorescent Lamps. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an
output frequency no less than 20 kHz.
§ 150.0(k)1E: Night Lights, Step Lights, and Path Lights. Night lights, step lights and path lights are not required to comply with Table 150.0-A or be
controlled by vacancy sensors provided they are rated to consume no more than 5 watts of power and emit no more than 150 lumens.
§ 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods)
must meet the applicable requirements of § 150.0(k).*
§ 150.0(k)1G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8.*
§ 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated
temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires.
§ 150.0(k)1I:
Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to
comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no
more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed.
§ 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
§ 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems.*
§ 150.0(k)2C: Interior Switches and Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually
turned ON and OFF.*
§ 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer’s instructions.
§ 150.0(k)2E: Interior Switches and Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the control is installed to
comply with § 150.0(k).
§ 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9.
2019 Low-Rise Residential Mandatory Measures Summary
§ 150.0(k)2G:
Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with control requirements if it:
provides functionality of the specified control according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the
EMCS requirements of § 130.0(e); and meets all other requirements in § 150.0(k)2.
§ 150.0(k)2H: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it
provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2.
§ 150.0(k)2I:
Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must
be controlled by an occupant sensor or a vacancy sensor providing automatic-off functionality. If an occupant sensor is installed, it must be
initially configured to manual-on operation using the manual control required under Section 150.0(k)2C.
§ 150.0(k)2J: Interior Switches and Controls. Luminaires that are or contain light sources that meet Reference Joint Appendix JA8 requirements for
dimming, and that are not controlled by occupancy or vacancy sensors, must have dimming controls.*
§ 150.0(k)2K: Interior Switches and Controls. Under cabinet lighting must be controlled separately from ceiling-installed lighting systems.
§ 150.0(k)3A:
Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other
buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either
§ 150.0(k)3Aii (photocell and either a motion sensor or automatic time switch control) or § 150.0(k)3Aiii (astronomical time clock), or an EMCS.
§ 150.0(k)3B:
Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting for private patios, entrances,
balconies, and porches; and residential parking lots and carports with less than eight vehicles per site must comply with either § 150.0(k)3A or
with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0.
§ 150.0(k)3C:
Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, any outdoor lighting for residential parking lots
or carports with a total of eight or more vehicles per site and any outdoor lighting not regulated by § 150.0(k)3B or § 150.0(k)3D must comply with
the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0.
§ 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of
power as determined according to § 130.0(c).
§ 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the
applicable requirements for nonresidential garages in Sections 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0.
§ 150.0(k)6A:
Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior
common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that
building must be comply with Table 150.0-A and be controlled by an occupant sensor.
§ 150.0(k)6B:
Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior
common area in a single building equals more than 20 percent of the floor area, permanently installed lighting for the interior common areas in
that building must:
i. Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6 and 141.0; and
ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least
50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress.
Solar Ready Buildings:
§ 110.10(a)1: Single Family Residences. Single family residences located in subdivisions with 10 or more single family residences and where the
application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which
do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b) through § 110.10(e).
§ 110.10(a)2: Low-rise Multifamily Buildings. Low-rise multi-family buildings that do not have a photovoltaic system installed must comply with the
requirements of § 110.10(b) through § 110.10(d).
§ 110.10(b)1:
Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access,
pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by
a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80
square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with
roof areas greater than 10,000 square feet. For single family residences, the solar zone must be located on the roof or overhang of the building
and have a total area no less than 250 square feet. For low-rise multi-family buildings the solar zone must be located on the roof or overhang of
the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the
building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. The solar zone
requirement is applicable to the entire building, including mixed occupancy.*
§ 110.10(b)2: Azimuth. All sections of the solar zone located on steep-sloped roofs must be oriented between 90 degrees and 300 degrees of true north.
§ 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof
mounted equipment.*
§ 110.10(b)3B:
Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the
distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of
the nearest point of the solar zone, measured in the vertical plane.*
§ 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof
dead load and roof live load must be clearly indicated on the construction documents.
§ 110.10(c):
Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a
pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single family
residences and central water-heating systems, a pathway reserved for routing plumbing from the solar zone to the water-heating system.
§ 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through
§ 110.10(c) must be provided to the occupant.
§ 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps.
§ 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit
breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric”.
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T24.1
CERTIFICATE OF COMPLIANCE CF1R-PRF-01E
Project Name:12531 PASEO CERRO Calculation Date/Time:2020-12-09T23:11:54+05:30 (Page 1 of 10)
Calculation Description:PASEO CERRO Input File Name:PASEO CERRO.ribd19
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300
Schema Version: rev 20200901
Report Generated: 2020-12-09 09:42:45
GENERAL INFORMATION
01 Project Name 12531 PASEO CERRO
02 Run Title PASEO CERRO
03 Project Location 12531
04 City SARATOGA, CA 05 Standards Version 2019
06 Zip code 95070 07 Software Version CBECC-Res 2019.1.3 SP1
08 Climate Zone 6 09 Front Orientation (deg/ Cardinal)0
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope NewConstruction 13 Number of Bedrooms 4
14 Addition Cond. Floor Area (ft
2)0 15 Number of Stories 1
16 Existing Cond. Floor Area (ft
2)n/a 17 Fenestration Average U-factor 0.25
18 Total Cond. Floor Area (ft
2)2712 19 Glazing Percentage (%)12.02%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Is Natural Gas Available?Yes
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
220-P010228066A-000-000-0000000-0000 2020-12-09 10:15:15 CalCERTS inc.
CERTIFICATE OF COMPLIANCE CF1R-PRF-01E
Project Name:12531 PASEO CERRO Calculation Date/Time:2020-12-09T23:11:54+05:30 (Page 2 of 10)
Calculation Description:PASEO CERRO Input File Name:PASEO CERRO.ribd19
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300
Schema Version: rev 20200901
Report Generated: 2020-12-09 09:42:45
ENERGY DESIGN RATING
Energy Design Ratings Compliance Margins
Efficiency¹ (EDR)Total² (EDR)Efficiency¹ (EDR)Total² (EDR)
Standard Design 49.2 25.4
Proposed Design 44.8 24.1 4.4 1.3
RESULT:3:COMPLIES
1: Efficiency EDR includes improvements to the building envelope and more efficient equipment
2: Total EDR includes efficiency and demand response measures such as photovoltaic (PV) systems and batteries
3: Building complies when efficiency and total compliance margins are greater than or equal to zero
•Standard Design PV Capacity: 2.77 kWdc
ENERGY USE SUMMARY
Energy Use (kTDV/ft
2-yr)Standard Design Proposed Design Compliance Margin Percent Improvement
Space Heating 16.88 13.28 3.6 21.3
Space Cooling 0.63 0 0.63 100
IAQ Ventilation 2.51 2.51 0 0
Water Heating 10.06 10.06 0 0
Self Utilization/Flexibility Credit n/a -2.41 2.41 n/a
Compliance Energy Total 30.08 23.44 6.64 22.1
REQUIRED PV SYSTEMS - SIMPLIFIED
01 02 03 04 05 06 07 08 09 10 11 12
DC System Size
(kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth
(deg)
Tilt
Input
Array Angle
(deg)
Tilt: (x in
12)
Inverter Eff.
(%)
Annual
Solar Access
(%)
2 NA Standard Tracking (one
axis)none false 0 Degre
es 22.62 5 96 100
220-P010228066A-000-000-0000000-0000 2020-12-09 10:15:15 CalCERTS inc.
CERTIFICATE OF COMPLIANCE CF1R-PRF-01E
Project Name:12531 PASEO CERRO Calculation Date/Time:2020-12-09T23:11:54+05:30 (Page 3 of 10)
Calculation Description:PASEO CERRO Input File Name:PASEO CERRO.ribd19
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300
Schema Version: rev 20200901
Report Generated: 2020-12-09 09:42:45
ENERGY DESIGN RATING BATTERY INPUTS
01 02 03 04 05 06
Control Capacity (kWh)Charging Efficiency Rate (kW)Rate (kW)Discharging Efficiency Rate (kW)Rate (kW)
Basic 5 0.95 n/a 0.95 n/a
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•PV System: 2 kWdc
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
Building-level Verifications:
•Indoor air quality ventilation
•Kitchen range hood
Cooling System Verifications:
•Minimum Airflow
•Fan Efficacy Watts/CFM
Heating System Verifications:
•-- None --
HVAC Distribution System Verifications:
•-- None --
Domestic Hot Water System Verifications:
•-- None --
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft
2)Number of Dwelling
Units Number of Bedrooms Number of Zones
Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
12531 PASEO CERRO 2712 1 4 1 0 1
220-P010228066A-000-000-0000000-0000 2020-12-09 10:15:15 CalCERTS inc.
CERTIFICATE OF COMPLIANCE CF1R-PRF-01E
Project Name:12531 PASEO CERRO Calculation Date/Time:2020-12-09T23:11:54+05:30 (Page 4 of 10)
Calculation Description:PASEO CERRO Input File Name:PASEO CERRO.ribd19
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300
Schema Version: rev 20200901
Report Generated: 2020-12-09 09:42:45
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft
2)Avg. Ceiling Height Water Heating System 1 Water Heating System 2
House Conditioned Ex System 2712 12 DHW System 3
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft
2)Window and Door
Area (ft2)
Tilt (deg)
Ex Wall Front House R15/4 Exterior Wall 0 Front 693 176 90
Ex Wall Left House R15/4 Exterior Wall 90 Left 791.04 106 90
Ex Wall Back House R15/4 Exterior Wall 180 Back 600.12 236 90
Ex Wall Right House R15/4 Exterior Wall 270 Right 789.996 167.96 90
Ceiling (below attic)House T24-2016 Ceiling 2x4 24oc
R22 n/a n/a 2712 n/a n/a
Floor Over Crawlspace1 House Raised Crawl R0 n/a n/a 432 n/a n/a
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic Asphalt Shingle Roof Ventilated 5 0.1 0.85 No No
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC
SHGC
Sourc
e
Exterior
Shading
Window C Window Ex Wall Front Front 0 2 6 2 24 0.25 NFRC 0.25 NFRC Bug Screen
Window A Window Ex Wall Front Front 0 2 6 3 36 0.25 NFRC 0.25 NFRC Bug Screen
Window B Window Ex Wall Front Front 0 2 2 1 4 0.25 NFRC 0.25 NFRC Bug Screen
220-P010228066A-000-000-0000000-0000 2020-12-09 10:15:15 CalCERTS inc.
CERTIFICATE OF COMPLIANCE CF1R-PRF-01E
Project Name:12531 PASEO CERRO Calculation Date/Time:2020-12-09T23:11:54+05:30 (Page 5 of 10)
Calculation Description:PASEO CERRO Input File Name:PASEO CERRO.ribd19
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300
Schema Version: rev 20200901
Report Generated: 2020-12-09 09:42:45
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC
SHGC
Sourc
e
Exterior
Shading
Window BL1 Window Ex Wall Left Left 90 2 2 6 24 0.25 NFRC 0.25 NFRC Bug Screen
Window AL1 Window Ex Wall Left Left 90 2 6 4 48 0.25 NFRC 0.25 NFRC Bug Screen
Window CL1 Window Ex Wall Left Left 90 2 6 1 12 0.25 NFRC 0.25 NFRC Bug Screen
Window EL1 Window Ex Wall Left Left 90 2 4 2 16 0.25 NFRC 0.25 NFRC Bug Screen
Window DL1 Window Ex Wall Left Left 90 3 2 1 6 0.25 NFRC 0.25 NFRC Bug Screen
Window FB1 Window Ex Wall Back Back 180 12 5 1 60 0.25 NFRC 0.25 NFRC Bug Screen
Window AR1 Window Ex Wall Right Right 270 2 6 5 60 0.25 NFRC 0.25 NFRC Bug Screen
Window HR1 Window Ex Wall Right Right 270 2 5 2 20 0.25 NFRC 0.25 NFRC Bug Screen
Window GR1 Window Ex Wall Right Right 270 4 1.33 3 15.96 0.25 NFRC 0.25 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft
2)U-factor
SINGLE MAIN DOOR Ex Wall Front 32 0.25
GARAGE MAIN ENTRY Ex Wall Front 80 0.25
FOLDING DOOR Ex Wall Back 96 0.25
SLIDING DOOR Ex Wall Back 80 0.25
SINGLE DOOR Ex Wall Right 24 0.25
SINGLE DOOR 1 Ex Wall Right 24 0.25
SINGLE DOOR 2 Ex Wall Right 24 0.25
220-P010228066A-000-000-0000000-0000 2020-12-09 10:15:15 CalCERTS inc.
CERTIFICATE OF COMPLIANCE CF1R-PRF-01E
Project Name:12531 PASEO CERRO Calculation Date/Time:2020-12-09T23:11:54+05:30 (Page 6 of 10)
Calculation Description:PASEO CERRO Input File Name:PASEO CERRO.ribd19
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300
Schema Version: rev 20200901
Report Generated: 2020-12-09 09:42:45
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft
2)Perimeter (ft)
Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth
Carpeted Fraction Heated
Slab On Grade House 2712 231.9 none 0 80%No
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R15/4 Exterior Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O. C.R-15 None / R-21 0.029
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x6
Sheathing / Insulation: R-21 Sheathing
Exterior Finish: 3 Coat Stucco
Asphalt Shingle Roof Attic Roofs
Wood Framed
Ceiling
2x4 Top Chord of Roof Truss
@ 24 in. O. C.
R-19 None / R-30 0.02
Roofing: Light Roof (Asphalt Shingle)
Above Deck Insulation: R-30 Sheathing
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-19 / 2x4 Top Chrd
Inside Finish: Gypsum Board
Raised Crawl R0
Floors Over
Crawlspace
Concrete / ICF /
Brick 2x12 Other R-0 None / None 0.243
Floor Surface: Carpeted
Mass Layer: 4 in. Concrete
Exterior Finish: 3 Coat Stucco
T24-2016 Ceiling 2x4
24oc R22
Ceilings (below
attic)
Wood Framed
Ceiling
2x4 Bottom Chord of Truss
@ 24 in. O. C.
R-30 R-30 / None 0.024
Attic Floor: Wood
Siding/sheathing/decking
Cavity / Frame: R-9.1 / 2x4 Btm Chrd
Sheathing / Insulation: R-30 Sheathing
Inside Finish: Gypsum Board
220-P010228066A-000-000-0000000-0000 2020-12-09 10:15:15 CalCERTS inc.
•Battery System: 5 kWh (Self Utilization Credit taken)
•Insulation below roof deck
2
2 1/6/2020 SECOND SUBMITTAL CORRECTIONS
4LEAF,INC.
BUILDING
FEBRUARY 8 2021
REVIEWED FOR
CODE COMPLIANCE
158
nc.
T24.2
CERTIFICATE OF COMPLIANCE CF1R-PRF-01E
Project Name:12531 PASEO CERRO Calculation Date/Time:2020-12-09T23:11:54+05:30 (Page 7 of 10)
Calculation Description:PASEO CERRO Input File Name:PASEO CERRO.ribd19
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300
Schema Version: rev 20200901
Report Generated: 2020-12-09 09:42:45
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50
Not Required Not Required Not Required n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07
Name System Type Distribution Type Water Heater Name (#)Solar Heating System Compact Distribution HERS Verification
DHW System 3
Domestic Hot Water
(DHW)
Standard Distribution
System Tankless 0.82 (1)n/a None n/a
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12
Name
Heating
Element
Type
Tank Type
# of
Units
Tank
Vol.
(gal)
Energy
Factor or
Efficiency
Input Rating
or Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby Loss
or Recovery
Eff
1st Hr. Rating
or Flow Rate
NEEA Heat Pump
Brand or Model
Tank Location or
Ambient Condition
Tankless 0.82 Gas Consumer
Instantaneous 1 0 0.81-UEF 200000-
Btu/Hr 0 n/a n/a n/a n/a
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07 08
Name Pipe Insulation Parallel Piping Compact Distribution
Compact Distribution
Type Recirculation Control
Central DHW
Distribution
Shower Drain Water
Heat Recovery
DHW System 3 - 1/1 Not Required Not Required Not Required None Not Required Not Required Not Required
220-P010228066A-000-000-0000000-0000 2020-12-09 10:15:15 CalCERTS inc.
CERTIFICATE OF COMPLIANCE CF1R-PRF-01E
Project Name:12531 PASEO CERRO Calculation Date/Time:2020-12-09T23:11:54+05:30 (Page 8 of 10)
Calculation Description:PASEO CERRO Input File Name:PASEO CERRO.ribd19
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300
Schema Version: rev 20200901
Report Generated: 2020-12-09 09:42:45
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11
Name System Type
Heating Unit
Name
Cooling Unit
Name Fan Name
Distribution
Name
Required
Thermostat
Type
Status
Verified
Existing
Condition
Heating
Equipment
Count
Cooling
Equipment
Count
Ex System
Heating and cooling system
other Ex Furnace Ex Cooling HVAC Fan Ducts Setback New NA 1 1
HVAC - HEATING UNIT TYPES
01 02 03 04
Name System Type Number of Units Heating Efficiency
Ex Furnace Central gas furnace 1 AFUE-75
HVAC - COOLING UNIT TYPES
01 02 03 04 05 06 07 08
Name System Type Number of Units Efficiency EER/CEER Efficiency SEER Zonally Controlled
Mulit-speed
Compressor HERS Verification
Ex Cooling Central split AC 1 7.06 8 Not Zonal Single Speed Ex Cooling-hers-cool
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Duct Ins. R-value Duct Location Surface Area
Name Type Design Type Supply Return Supply Return Supply Return Bypass
Duct Duct Leakage
HERS
Verification
Ducts Unconditioned attic Non-Verified R-4.2 R-4.2 Attic Attic n/a n/a
No
Bypass
Duct
Existing (not
specified)
Ducts-hers-
dist
220-P010228066A-000-000-0000000-0000 2020-12-09 10:15:15 CalCERTS inc.
CERTIFICATE OF COMPLIANCE CF1R-PRF-01E
Project Name:12531 PASEO CERRO Calculation Date/Time:2020-12-09T23:11:54+05:30 (Page 9 of 10)
Calculation Description:PASEO CERRO Input File Name:PASEO CERRO.ribd19
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300
Schema Version: rev 20200901
Report Generated: 2020-12-09 09:42:45
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan-hers-fan Required 0.45
IAQ (INDOOR AIR QUALITY) FANS
01 02 03 04 05 06
Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness (%)
IAQ Recovery Effectiveness -
SREIAQ Recovery Effectiveness
- SRE
SFam IAQVentRpt 115 0.25 Default 0 n/a
220-P010228066A-000-000-0000000-0000 2020-12-09 10:15:15 CalCERTS inc.
CERTIFICATE OF COMPLIANCE CF1R-PRF-01E
Project Name:12531 PASEO CERRO Calculation Date/Time:2020-12-09T23:11:54+05:30 (Page 10 of 10)
Calculation Description:PASEO CERRO Input File Name:PASEO CERRO.ribd19
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300
Schema Version: rev 20200901
Report Generated: 2020-12-09 09:42:45
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Easy to Verify
at CalCERTS.com
Rudra Upadhyay
Rudra Upadhyay
13838 Pomerado Road
Poway, CA 92064
2020-12-09 10:06:43
480-939-9269
Rudra Upadhyay
Rudra Upadhyay
13838 Pomerado Road
Poway, CA 92064
2020-12-09 10:15:15
N/A
480-939-9269
Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies
Registration Provider responsibility for the accuracy of the information.
220-P010228066A-000-000-0000000-0000 2020-12-09 10:15:15 CalCERTS inc.
2
2 1/6/2020 SECOND SUBMITTAL CORRECTIONS
4LEAF,INC.
BUILDING
FEBRUARY 8 2021
REVIEWED FOR
CODE COMPLIANCE
159
CITY OF SARATOGA
Memorandum
To: Saratoga Planning Commission
From: Christopher Riordan, Senior Planner
Date: January 12, 2022
Subject: 12531 Paseo Cerro - Supplemental Attachment 1
The attached public comment from an adjacent neighbor located at 12541 Paseo Cerro for PDR21-
0033 (12531 Paseo Cerro) was provided after the Planning Commission packet was published.
Attachment 1 – Public Comment email
160
161