HomeMy WebLinkAboutASRPC20220322 - 07.2 PLANNING COMMISSION STAFF REPORT 7.2
TO: Chair and Planning Commission March 22, 2022
SUBJECT: Resolution No. 2022-06, approving Development Plan request DEV21-
0015 allowing the development of a new 3,979 square foot single-family
residence on a 3.19-acre parcel located at 1288 Lawrence Road
DESCRIPTION/ BACKGROUND
This application is a request to develop a new single-family residence on a 3.19GAF-acre
parcel, located at 1288 Lawrence Road. The proposed residence is a single story 3,979
square foot with a 1,324 square foot attached garage.
The Danville Town Planning Commission approved Major Subdivision request SD 8219
in 2010. A Condition of Approval of that subdivision requires that future development
of this lot be subject to review and approval by the Design Review Board and Planning
Commission under a separate Development Plan application.
The Design Review Board (DRB) reviewed the proposed architectural and landscape
plans during their meeting on January 27, 2022. At that meeting, the DRB recommended
approval of the architectural plans.
EVALUATION/ DISCUSSION
Conformance with General Plan and Zoning District
The site has a General Plan Land Use Designation of Residential – Country Estates (1 Unit
Per Acre). The parcel is zoned P-1; Planned Unit Development District with R-100; Single-
Family Residential District (minimum 100,000 square foot parcel size) zoning standards.
At 3.19 acres or 138,956 square feet, the proposed lot meets the minimum required lot
size.
Grading and Drainage
The Town’s Engineering Division has reviewed the existing locations of the subdrains on
the property and concluded that the site is suitable for the proposed single-family
residence. A complete Drainage Plan would be required as part of the submittal package
when applying for building permits.
Architecture
1288 Lawrence Road 2 March 22, 2022
The proposed single-family residence includes “warm sand” stucco siding and cedar
wood composite siding. The proposed roof would consist of an “Antique Slate” GAF
composite roll material. The proposed trim would be black “Notre Dame” and the
proposed windows and doors would be “Ebony.” The proposed colors and materials
would blend into the surrounding natural environment.
Landscape Plan
The proposed landscaping would consist of five new trees, including one Meyer Lemon,
one Persimmon, and three Desert Museum Palo Verde. Myrtle shrubs are proposed
around the site to help mitigate visual impacts and break up the mass of the structure.
Additionally, the proposed development would include concrete retaining walls with
permeable pavers at the rear of the residence. One existing Coast Live Oak tree would be
preserved on site.
Lighting
The proposed development includes external 18” tall path downlighting. No other
external lighting has been proposed as part of this project.
ENVIRONMENTAL REVIEW
This project has been found to be Categorically Exempt from the requirements of the
California Environmental Quality Act (CEQA), Section 15303, Class 3, New Construction
of a Single-Family Residence and Conversion of an Existing Residence. The proposed
project does not propose any unusual characteristics resulting in any significant impacts
relating to traffic, noise, air quality, or water quality.
PUBLIC CONTACT
Public notice of the March 22, 2022, hearing was mailed to property owners within 750
feet and posted online. A total of 76 notices were mailed to surrounding property owners.
1288 Lawrence Road 3 March 22, 2022
RECOMMENDATION
Approve Development Plan request DEV21-0015 allowing the development of a new
3,979 square foot single-family residence on a 3.19-acre parcel located at 1288 Lawrence
Road, subject to the findings and conditions of approval contained within Resolution No.
2022-06.
Prepared by:
Riley Anderson-Barrett
Project Planner
Attachments: A – Resolution No. 2022-06
B – Public Notification and Map & Notification List
C – Architectural Plans
RESOLUTION NO. 2022-06
APPROVING DEVELOPMENT PLAN REQUEST DEV21-0015 ALLOWING THE
DEVELOPMENT OF A NEW 3,979 SQUARE FOOT SINGLE-FAMILY RESIDENCE
ON A 3.19-ACRE PARCEL LOCATED AT 1288 LAWRENCE ROAD
(APN 206-570-005)
WHEREAS, Marshall Schneider (Applicant) and Benny Ng and Agnes Tan (Owners)
have requested approval of Development Plan application DEV21-0015 to allow for a
new single-family residence; and
WHEREAS, the subject site is located at 1288 Lawrence Road is further identified as
Assessor’s Parcel Number 206-570-005; and
WHEREAS, the Town of Danville Planning Commission approved the subject lot as part
of subdivision SD 8219 in July 2010; and
WHEREAS, as a condition of that approval, development of the subject lot requires
review and approval by the Design Review Board and Planning Commission under a
separate Development Plan application; and
WHEREAS, the project is ministerially exempt from the requirements of the California
Environmental Quality Act (CEQA), Section 15303, Class 3; and
WHEREAS, the Planning Commission did review the project at a noticed public hearing
on March 22, 2022; and
WHEREAS, the public notice of this action was given in all respects as required by law;
and
WHEREAS, the Planning Commission did hear and consider all reports,
recommendations, and testimony submitted in writing and presented at the hearing;
now, therefore, be it
RESOLVED that the Planning Commission approves Development Plan request DEV21-
0015 subject to the conditions contained herein, and make the following findings in
support of this action:
Development Plan:
1.The proposed subdivision is in substantial conformance with the goals and
policies of the 2030 General Plan.
ATTACHMENT A
PAGE 2 OF RESOLUTION NO. 2022-06
2.The design of the proposed residence is in substantial conformance with the
applicable R-100; Single Family Residential District zoning regulations.
3.The design of the proposed residence and the type of associated improvements
will not likely cause serious public health problems because water and sanitary
facilities services will be available to the site.
4.The design of the proposed residence and improvements are not likely to cause
substantial environmental damage or subsequently injure fish or wildlife or their
habitat since this property is in an area where residential development has
previously occurred.
5.The design of the proposed residence and proposed improvements will not
conflict with easements, acquired by the public at large, for access through or use
of property within the proposed subdivision.
CONDITIONS OF APPROVAL
Conditions of approval with an asterisk ("*") in the left-hand column are standard project
conditions of approval. Unless otherwise specified, the following conditions shall be
complied with prior to the approval of the final map for the project. Each item is subject
to review and approval by the Planning Division unless otherwise specified.
A. GENERAL
1.This approval is for a Development Plan request DEV21-0015 related to the
architectural design for a single-family residence to be constructed on a
vacant lot created under previously approved subdivision 8219. The site is
identified as 1288 Lawrence Road, located north of Hidden Hills Place.
Development shall be substantially as shown on the project drawings as
follows, except as may be modified by conditions contained herein:
a.Site plan, floor plans, roof plans, landscape plans, architectural
elevations, and details labeled “Ng/Tan Residence,” prepared by
Schneider Design Associates, received by the Planning Division on
March 14, 2022.
b.Geotechnical Investigation, Testing, and Observation Services Final
Report, and Testing and Observation Slope Remediation prepared by
Henry Justiniano & Associates, received by the Planning Department
on February 3, 2022.
PAGE 3 OF RESOLUTION NO. 2022-06
2.All Town and other related fees that the property may be subject to
shall be paid by the applicant. These fees shall be based on the current fee
schedule in effect at the time the relevant permits are secured and shall be
paid prior to issuance of said permit and prior to any Town Council final
approval action.
Fees due at building permit issuance:
1.Child Care Facilities Fee...................................... $ 335/unit
2.Finish Grading Inspection Fee ................................ $ 86/lot
3.Storm Water Pollution Program Fee ...................... $ 56/unit
4.SCC Regional Fee ............................................. $ 1,544/unit
5.Residential TIP Fee ........................................... $ 2,000/unit
6.Tri-Valley Transportation Fee ........................... $ 4,902/unit
7.SCC Sub-Regional Fee………………………...$ 4,259/unit
3.Prior to issuance of building permit the applicant shall reimburse the Town
for notifying surrounding residents. The fee shall be $182.25 ($120 plus 75
notices x $0.83 per notice x three notices).
* 4. Prior to the issuance of grading or building permits, the applicant
shall submit written documentation that all requirements of the San Ramon
Valley Fire Protection District (SRVFPD) and the San Ramon Valley Unified
School District have been, or will be, met to the satisfaction of these
respective agencies.
* 5. In the event that subsurface archeological remains are discovered
during any construction or pre-construction activities on the site, all land
alteration work within 100 feet of the find shall be halted, the Town
Planning Division notified, and a professional archeologist, certified by the
Society of California Archeology and/or the Society of Professional
Archeology, shall be notified. Site work in this area shall not occur until the
archeologist has had an opportunity to evaluate the significance of the find
and to outline appropriate mitigation measures if they are deemed
necessary. If prehistoric archaeological deposits are discovered during
development of the site, local Native American organizations shall be
consulted and involved in making resource management decisions.
* 6. Construction activity shall be restricted to the period between the weekday
hours of 7:30 a.m. to 5:30 p.m. (Monday through Friday), unless otherwise
approved in writing by the City Engineer for general construction activity
and the Chief Building Official for building construction activity. Prior to
PAGE 4 OF RESOLUTION NO. 2022-06
any construction work on the site, including grading, the property owner
shall install a minimum 3’ x 3’ sign at the project entry which specifies the
allowable construction work days and hours, and lists the name and contact
person for the overall project manager and all contractors and sub-
contractors working on the job.
* 7. The applicant shall provide security fencing, to the satisfaction of the
City Engineer and/or the Chief Building Official, around the site during
construction of the project.
8.The applicant shall require their contractors and subcontractors to fit
all internal combustion engines with mufflers which are in good condition,
and to locate stationary noise-generating equipment as far away from
existing residences as feasible.
* 9. A watering program which incorporates the use of a dust
suppressant, and which complies with Regulation 2 of the Bay Area Air
Quality Management District shall be established and implemented for all
on and off-site construction activities. Equipment and human resources for
watering all exposed or disturbed soil surfaces shall be supplied on
weekends and holidays as well as workdays. Dust-producing activities
shall be discontinued during high wind periods.
B. SITE PLANNING
* 1. All lighting shall be installed in such a manner that lighting is
generally down-directed and glare is directed away from surrounding
properties and rights-of-way.
* 2. The location of any pad mounted electrical transformers shall be
subject to review and approval by the Planning Division prior to the
issuance of a building permit. To the extent feasible, such transformers shall
not be located between any street and the front of a building.
C. LANDSCAPING
1.All screen trees shall be a minimum of 15-gallon container size. All trees
shall be properly staked. All remaining shrubs used in the project, which
are not used as ground cover, shall be a minimum of five gallons in size.
PAGE 5 OF RESOLUTION NO. 2022-06
2.All landscaped areas not covered by shrubs and trees shall be planted with
live ground cover. All proposed ground cover shall be placed so that they
fill in within two years.
D. ARCHITECTURE
* 1. All ducts, meters, air conditioning and/or any other mechanical
equipment whether on the structure or on the ground shall be effectively
screened from view with landscaping or materials architecturally
compatible with the main structures.
* 2. The street numbers for each structure in the project shall be posted
so as to be easily seen from the street at all times, day and night.
E. GRADING
* 1. Development shall be completed in compliance with a detailed soils
report and the construction grading plans prepared for this project. The
engineering recommendations outlined in the project specific soils report
shall be incorporated into the design of this project. The report shall include
specific recommendations for foundation design of the proposed buildings
and shall be subject to review and approval by the Town’s Engineering and
Planning Divisions.
* 2. Where soils or geologic conditions encountered in grading
operations are different from that anticipated in the soil report, a revised
soils report shall be submitted for review and approval by the City
Engineer. It shall be accompanied by an engineering and geological opinion
as to the safety of the site from settlement and seismic activity.
* 3. All development shall take place in compliance with the Town
Erosion Control Ordinance (Ord19-4). Restrictions include limiting
construction primarily to the dry months of the year (May through October)
and, if construction does occur during the rainy season, the developer shall
submit an Erosion Control Plan to the City Engineer for review and
approval. This plan shall incorporate erosion control devices such as, the
use of sediment traps, silt fencing, pad berming and other techniques to
minimize erosion.
* 4. All new development shall be consistent with modern design for
resistance to seismic forces. All new development shall be in accordance
PAGE 6 OF RESOLUTION NO. 2022-06
with the Uniform Building Code and Town of Danville Ordinances.
* 5. All cut and fill areas shall be appropriately designed to minimize the
effects of ground shaking and settlement.
* 6. Stockpiles of debris, soil, sand, or other materials that can be blown
by the wind shall be covered.
* 7. If toxic or contaminated soil is encountered during construction, all
construction activity in that area shall cease until the appropriate action is
determined and implemented. The concentrations, extent of the
contamination and mitigation shall be determined by the Contra Costa
County Health Department. Suitable disposal and/or treatment of any
contaminated soil shall meet all federal state and local regulations. If
deemed appropriate by the Health Department, the property owner shall
make provisions for immediate containment of the materials.
* 8. Runoff from any contaminated soil shall not be allowed to enter any
drainage facility, inlet or creek.
* 9. All grading activity shall address National Pollutant Discharge
Elimination System (NPDES) concerns. Specific measures to control
sediment runoff, construction pollution, and other potential construction
contamination shall be addressed through the Erosion Control Plan (ECP)
and Storm Water Pollution Prevention Plan (SWPPP). The SWPPP shall
supplement the Erosion Control Plan and project improvement plans.
These documents shall also be kept on-site while the project is under
construction. A NPDES construction permit may be required, as
determined by the City Engineer.
10.The applicant shall create a construction staging plan that addresses
the ingress and egress location for all construction vehicles, parking and
material storage area. All staging of construction materials and equipment
shall occur on-site. This plan shall be subject to review and approval by the
Town prior to the issuance of a grading permit.
F. STREETS
* 1. The applicant shall obtain an encroachment permit from the
Engineering Division prior to commencing any construction activities
within any public right-of-way or easement.
* 2. All mud or dirt carried off the construction site onto adjacent streets
PAGE 7 OF RESOLUTION NO. 2022-06
shall be swept each day. Water flushing of site debris or sediment or
concrete washing is expressly prohibited.
* 3. All improvements within the public right-of-way, including curb,
gutter, sidewalks, driveways, paving, and utilities, shall be constructed in
accordance with approved standards and/or plans and shall comply with
the standard plans and specifications of the Development Services
Department and Chapters XII and XXXI of the Town Code. At the time
project improvement plans are submitted, the applicant shall supply to the
City Engineer an up-to-date title report for the subject property.
4.Any damage to street improvements now existing or done during
construction on or adjacent to the subject property shall be repaired to the
satisfaction of the City Engineer, at full expense to the applicant. This shall
include slurry seal, overlay or street reconstruction if deemed warranted by
the City Engineer.
G. INFRASTRUCTURE
* 1. The new residence shall be required to connect to public water and
sewer facilities, subject to all permitting requirements and conditions
imposed by EBMUD and CCCSD.
* 2. Drainage facilities and easements shall be provided to the
satisfaction of the City Engineer and/or the Chief Engineer of the Contra
Costa County Flood Control & Water Conservation District (CCCFC &
WCD).
* 3. All runoff from impervious surfaces shall be intercepted at the
project boundary and shall be collected and conducted via an approved
drainage method through the project to an approved storm drainage
facility, as determined by the City Engineer. Development which proposes
to contribute additional water to existing drainage systems shall be
required to complete a hydraulic study and make improvements to the
system as required to handle the expected ultimate peak water flow and to
stabilize erosive banks that could be impacted by additional storm water
flow.
* 4. Roof drainage from structures shall be collected via a closed pipe and
conveyed to an approved storm drainage facility in the street curb. No
concentrated drainage shall be permitted to surface flow across sidewalks.
PAGE 8 OF RESOLUTION NO. 2022-06
* 5. Any portion of the drainage system that conveys runoff from public
streets shall be installed within a dedicated drainage easement, or public
street.
* 6. If a storm drain must cross a lot, or be in an easement between lots,
the easement shall be equal to or at least double the depth of the storm
drain.
* 7. The applicant shall furnish proof to the City Engineer of the
acquisition of all necessary rights of entry, permits and/or easements for
the construction of off-site temporary or permanent road and drainage
improvements.
* 8. Electrical, gas, telephone, and cable TV services, shall be provided
underground in accordance with the Town policies and existing
ordinances. All utilities shall be located and provided within public utility
easements, sited to meet utility company standards, or in public streets.
* 9. All new utilities required to serve the development shall be installed
underground.
* 10. All street, drainage or grading improvement plans shall be prepared
by a licensed civil engineer.
H. MISCELLANEOUS
* 1. The project shall be constructed as approved. Minor modifications
in the design, but not the use, may be approved by staff. Any other change
will require Planning Commission approval through the Development Plan
review process.
* 2. Pursuant to Government Code section 66474.9, the applicant
(including the applicant or any agent thereof) shall defend, indemnify, and
hold harmless the Town of Danville and its agents, officers, and employees
from any claim, action, or proceeding against the Town or its agents,
officers, or employees to attack, set aside, void, or annul, the Town's
approval concerning this Minor Subdivision application, which action is
brought within the time period provided for in Section 66499.37. The Town
will promptly notify the applicant of any such claim, action, or proceeding
and cooperate fully in the defense.
PAGE 9 OF RESOLUTION NO. 2022-06
* 3. As a part of the issuance of a demolition permit and/or building
permit for the project, the developer shall submit a recycling plan for
building and construction materials and the disposition of green waste
generated from land clearing on the site. Prior to obtaining framing
inspection approval for the project, the applicant/owner shall provide the
Planning Division with written documentation (e.g. receipts or records)
indicating that waste materials created from the demolition of existing
buildings and the construction of new buildings were/are being recycled
according to their recycling plan, or in an equivalent manner.
* 4. The proposed project shall conform to the Town’s Stormwater
Management and Discharge Control Ordinance (Ord. No. 2004-06) and all
applicable construction Best Management Practices (BMPs) for the site. For
example, construction BMPs may include, but are not limited to: the storage
and handling of construction materials, street cleaning, proper disposal of
wastes and debris, painting, concrete operations, dewatering operations,
pavement operations, vehicle/equipment cleaning, maintenance, and
fueling and stabilization of construction entrances. Training of contractors
on BMPs for construction activities is a requirement of this permit. At the
discretion of the City Engineer, a Storm Water Pollution Prevention Plan
(SWPPP) may be required for projects under five acres.
* 5. The project shall conform to the Regional Water Quality Control
Board post-construction C.3 regulations which shall be designed and
engineered to integrate into the project’s overall site, architectural,
landscaping and improvement plans. These requirements are contained in
the project’s Stormwater Control Plan and are to be implemented as
follows:
Prior to issuance of permits for building, site improvements, or
landscaping, the permit application shall be consistent with the
applicant’s approved Stormwater Control Plan for a Small Land
Development Project and shall include drawings and specifications
necessary to implement all measures in the approved plan. The permit
application shall include a completed Stormwater Control Plan for a
Small Land Development Project as published by the Contra Costa
Clean Water Program.
PAGE 10 OF RESOLUTION NO. 2022-06
APPROVED by the Danville Planning Commission at a regular meeting on March 22,
2022, by the following vote:
AYES:
NOES:
ABSTAINED:
ABSENT:
_____________________________
CHAIR
APPROVED AS TO FORM:
_______________________________ ______________________________
CITY ATTORNEY CHIEF OF PLANNING
NOTICE OF A PUBLIC HEARING
Danville Planning Commission Meeting
Tuesday, March 22, 2022 at 4:00 p.m. | Teleconference only (details below)
Project Name: 1288 Lawrence Road
Case File Nos.: DEV21-0015
Location: 1288 Lawrence Road | APN: 206-570-005
Description: Approving Development Plan request DEV21-0015 allowing the development of a
new 3,979 square foot single-family residence on an acre 3.19 parcel located at 1288
Lawrence Road.
Environmental
Review: The project has been found to be categorically exempt from the requirements of the
California Environmental Quality Act (CEQA), Section 15303, Class 3.
Property Owners: Benny Ng & Agnes Tan
1288 Lawrence Road
Danville, CA 94526
Applicant: Marshall Schneider
514 23rd Ave,
San Francisco, CA 94121
Staff Contact: Riley Anderson-Barrett, Assistant Planner
(925) 314-3314
Randersonbarrett@danville.ca.gov
CORONAVIRUS DISEASE (COVID-19) ADVISORY
AND MEETING PROCEDURE
On September 16, 2021, the Governor signed AB 361, extending Brown Act amendments through
December 31, 2023, allowing legislative bodies to meet via teleconference during a proclaimed state
of emergency by the Governor as a precaution to protect the health and safety of staff, officials, and
the general public. As required by AB 361, the Danville Town Council has made findings that it is
necessary to continue with remote meetings and adopted Resolution No. 13-2022 on March 1, 2022,
approving the continued use of teleconferencing for public meetings of Town legislative bodies for
ATTACHMENT B
the subsequent 30 days.
Members will be participating via teleconference. As such, there will be no physical location for
members of the public to participate in this meeting.
The Town of Danville encourages citizens to participate in public meetings. Members of the public can
watch or listen to meetings via the web-video communication platform Zoom. Agendas are
posted on the Town website: https://www.danville.ca.gov/agendas.
Public comments may be provided in one of two ways:
Zoom – verbal comments: To provide live comments during the meeting, join the meeting at the
scheduled time via the Zoom link on the agenda. When the agenda item is opened to public
comment, click on the "Raise Your Hand" option in Zoom. Your name will be announced, and you
will have up to 3 minutes to share your comments.
Email - written comments: To provide written comments, send an email to the Administrative
Assistant prior to 11:00 a.m. on March 22, 2022. Correspondence should include the meeting date
and agenda item number. All comments received prior to the deadline will be provided to
the Commissioners in advance of the meeting. Written comments will not be read into the record.
If you have questions, contact the Administrative Assistant at 925-314-3310
or devserv@danville.ca.gov prior to 11:00 a.m. on the day of the meeting. For additional information
regarding the project, please contact the staff representative as referenced above.
To access the Commission meeting:
Town of Danville website: https://www.danville.ca.gov/agendas
Zoom: https://us02web.zoom.us/s/88994255589
Webinar ID: 889 9425 5589
For audio access to the meeting by telephone, use dial-in information below:
US: (669)900-6833 or (346)248-7799 or
(253)215-8782 or (312)626-6799 or
(929)205-6099 or (301)715-8592
Please note that telephone access to the meeting is recommended for audio only. To supplement a PC,
Mac, tablet or device without audio, you may also join by phone at the telephone numbers listed above.
All interested persons are encouraged to attend and be heard during the teleconference at the
scheduled public hearing at 4:00 p.m., Tuesday, March 22, 2022. For additional information
regarding the project, please contact the staff representative as referenced above.
NOTE: If you challenge the Town’s decision on this matter in court, you may be limited to raising only those
issues you or someone else raised at the public hearing described in this notice, or in written correspondence
delivered to the Town at, or prior, to the public hearing.
In compliance with the Americans with Disabilities Act, the Town of Danville will provide special assistance
for disabled citizens. If you need special assistance to participate in this meeting, please contact the City Clerk
(925) 314-3388. Notification 48 hours prior to the meeting will enable the Town to make reasonable
arrangements to ensure accessibility to this meeting. [28CFR 35.102-35.104 ADA Title II]
Vicinity Map and Hearing Notice Boundary
1288 Lawrence Road
PROJECT SITE
APN NAME ADDRESS CITY STATE ZIP
206440014 KIM CHRIS K 10 MELSENNA CT DANVILLE CA 94506
206450033 JOHN MICHAEL L & JOANNE T TRE 10 SHELTERWOOD PL DANVILLE CA 94506
206440001 FONG WAYMOND 11 CASOLYN RANCH CT DANVILLE CA 94506
206470001 SLEPKO BRIAN J 111 BENJAMIN LN DANVILLE CA 94506
206450001 AMORES ROBERT O & DENISE M TRE 111 SHELTERWOOD LN DANVILLE CA 94506
206450002 MACCARONE RONALD & ARLENE TRE 115 SHELTERWOOD LN DANVILLE CA 94506
206450003 ODORNEY MICHAEL M TRE 119 SHELTERWOOD LN DANVILLE CA 94506
206500001 MADDOX CELIA REYNOLDS TRE 1221 CULET RANCH RD DANVILLE CA 94506
206500002 HOBSON MARK D & JULIE A TRE 1225 CULET RANCH RD DANVILLE CA 94506
206450004 KASTIGAR WILLIAM F & KAREN TRE 123 SHELTERWOOD LN DANVILLE CA 94506
206510003 OSUKA FESTUS J & ADA P 1250 CULET RANCH RD DANVILLE CA 94506
206140022 MCDANIEL THOMAS E & LAURA M 1253 LAWRENCE RD DANVILLE CA 94506
206450026 CAM CATHERINE Q 126 SHELTERWOOD LN DANVILLE CA 94506
206020055 SWIRNOW SUZANNE 1274 LAWRENCE RD DANVILLE CA 94506
206140019 MATHEWS DAMON & JAIME TRE 1315 LAWRENCE RD DANVILLE CA 94506
206140018 WOOD RICKY L TRE 1321 LAWRENCE RD DANVILLE CA 94506
206140017 BATTAGLINI BRYAN D & KELLY TRE 1327 LAWRENCE RD DANVILLE CA 94506
206140011 BECKEMEYER DAVID & LISA TRE 1329 LAWRENCE RD DANVILLE CA 94506
206140010 FLORES JESUS & MARICELA 1333 LAWRENCE RD DANVILLE CA 94506
206140009 WATSON THOMAS O & SUSAN L TRE 1345 LAWRENCE RD DANVILLE CA 94506
206140006 ROSSITER DAVID R 1349 LAWRENCE RD DANVILLE CA 94506
206140025 DEFAZIO JOHN S & DENISE TRE 1357 LAWRENCE RD DANVILLE CA 94506
206140026 OWYANG DONALD & KRISZTINA TRE 1361 LAWRENCE RD DANVILLE CA 94506
206140015 SHEIKH SHAHID H TRE 1365 LAWRENCE RD DANVILLE CA 94506
206020070 JAKOVLESKI ALEXANDRE 1400 LAWRENCE RD DANVILLE CA 94506
206140020 RIVERS GAYLE TRE 1485 LAWRENCE RD DANVILLE CA 94506
206440002 MALLOY DARWIN G & JULIE M 15 CASOLYN RANCH CT DANVILLE CA 94506
206440010 LUNDE D GLENN & CATHERINE TRE 15 MELSENNA CT DANVILLE CA 94506
206440004 CONLON CRAIG FERTIG TRE 16 CASOLYN RANCH CT DANVILLE CA 94506
206450032 AAMIR MIR & ZOHREEN TRE 16 SHELTERWOOD PL DANVILLE CA 94506
206470034 LAWRENCE ESTATES II OWNERS ASN 16795 LARK AVE STE 106 LOS GATOS CA 95032
206440003 ROTTMAN KEITH S & GILDA H TRE 19 CASOLYN RANCH CT DANVILLE CA 94506
206450028 GILBERT CHRISTOPHER R & KAREN 19 SHELTERWOOD PL DANVILLE CA 94506
206440005 FURSTNER ERIC C & NANCY TRE 2121 N CALIFORNIA BLVD #395 WALNUT CREEK CA 94596
206570005 NG BENNY B TRE 2172 BEECH CIR SAN JOSE CA 95131
206690003 VIAM CAPITAL LLC 2189 MONTEREY RD SUITE 260 SAN JOSE CA 95125
206450031 CASADONT PAUL & GLORIA TRE 22 SHELTERWOOD PL DANVILLE CA 94506
206570003 MCKEEVER DONOVAN & LISA TRE 24 HIDDEN HILLS PL DANVILLE CA 94506
206440011 VASCONI ANDREW J & STACY C TRE 25 MELSENNA CT DANVILLE CA 94506
206450029 COCAGNE JEFFREY M & MICHELLE B 25 SHELTERWOOD PL DANVILLE CA 94506
206140029 1261 LAWRENCE ROAD LLC 262 VERDE MESA DR DANVILLE CA 94526
206450030 MCKAY BENJAMIN III & DANIELLE 28 SHELTERWOOD PL DANVILLE CA 94506
206570007 ZIMMERMAN KURT & NANCY TRE 30 HIDDEN HILLS PL DANVILLE CA 94506
206440019 MARTIN RANDALL C & KIM R TRE 30 MELSENNA CT DANVILLE CA 94506
206020069 PHAM NGOC TIEN & TUNG 31 HIDDEN HILLS PL DANVILLE CA 94506
206440009 DOOLEY GEORGE E JR & DAWN TRE 32 GREEN GABLES CT DANVILLE CA 94506
206440006 MADUWURA EDSON & LINDA R 33 GREEN GABLES CT DANVILLE CA 94506
206570006 BROWN BRADLEY C & CYNTHIA TRE 34 HIDDEN HILLS PL DANVILLE CA 94506
206020085 OMIDVAR FATANEH TRE 35 HIDDEN HILLS PL DANVILLE CA 94506
206440017 GROVER ARVIN & KATHERINE D TRE 35 MELSENNA CT DANVILLE CA 94506
206440018 DELAREA FELIX F TRE 36 GREEN GABLES CT DANVILLE CA 94506
206020084 DASARI PRASAD & PADMAJA 3757 SELVANTE ST PLEASANTON CA 94566
206440007 CHRISTENSEN KEVIN M & C A TRE 39 GREEN GABLES CT DANVILLE CA 94506
206020068 LAMBERTSON JEFFREY S & LINDA K 39 HIDDEN HILLS PL DANVILLE CA 94506
206450025 MURILLO ROBERT S TRE 40 OGAWA CT DANVILLE CA 94506
206020066 GAGNON LAWRENCE P & MARY T TRE 43 HIDDEN HILLS PL DANVILLE CA 94506
206450020 JOHNSON DOUGLAS & KIMBERLEY 43 OGAWA CT DANVILLE CA 94506
206450024 LEONG MICHAEL A & VICKY 46 OGAWA CT DANVILLE CA 94506
206020065 CARROLL JOSHUA & TRACEY 47 HIDDEN HILLS PL DANVILLE CA 94506
206450021 DEAR HENRY & MARIA C TRE 49 OGAWA CT DANVILLE CA 94506
206540004 YEE JOHN WAI YING & MAYMIE NG 50 HIDDEN HILLS PL DANVILLE CA 94506
206450023 BRANMAN JAMES N & CHERYL L TRE 52 OGAWA CT DANVILLE CA 94506
206450027 LINDSAY RYAN A & JENNIFER TRE 5388 BLACKHAWK DR DANVILLE CA 94506
206450022 NELSON JAMES F & CHERYL O TRE 55 OGAWA CT DANVILLE CA 94506
206570004 SOFIA TRUST OF 2015 TRE 5896 ANNANDALE WAY DUBLIN CA 94568
206020086 GALLO LUIGI & ELENA 590 ELVIS DR SAN JOSE CA 95123
206470008 LAWRENCE ESTATES II HOA 5976 W LAS POSITAS BLVD #100 PLEASANTON CA 94588
206540003 WALTERS DAVID E & LAURA K 62 HIDDEN HILLS PL DANVILLE CA 94506
206540002 MCDAVIT JEFFREY & CHRISTINE 66 HIDDEN HILLS PL DANVILLE CA 94506
206450018 LIU XIA 66 SHELTERWOOD DR DANVILLE CA 94506
206450035 HYUN CHRIS C & JOANNE LEE 72 SHELTERWOOD DR DANVILLE CA 94506
206470028 HANCOCK SHELLEY J 80 HACKLER CT DANVILLE CA 94506
206470033 WITHAM LYLE L & LAURECE A 81 HACKLER CT DANVILLE CA 94506
206470007 KILTY THOMAS F & JULIANA TRE 9000 CROW CANYON RD #604 DANVILLE CA 94506
206510005 LEM DAN JAMES TRE 9000 CROW CANYON RD STE S-285 DANVILLE CA 94506
JOB NO:
A0.0
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
R
E
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
R
O
A
D
DA
N
V
I
L
L
E
C
A
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
1288
PLANNINGREVISIONS 02.17.221
SCALE: 1/4" = 1'-0"
1 STREET ELEVATION
A0.0
1/4"=1'-0"
PROJECT COVER
ATTACHMENT C
JOB NO:
A0.1
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
R
E
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
R
O
A
D
DA
N
V
I
L
L
E
C
A
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
DRAWING INDEX
A0.0A0.1
A1.0A1.1A1.2
A2.0A2.1
A3.0A3.1A3.2
A6.0
A6.1
PROJECT COVERPROJECT INFORMATIONSURVEY
PROPOSED SITE PLANPRELIMINARY LANDSCAPE PLANSITE PHOTOS
FLOOR PLANROOF PLAN
EXTERIOR ELEVATIONSEXTERIOR ELEVATIONSEXTERIOR ELEVATIONS
WINDOW SCHEDULE
DOOR SCHEDULES
PLANNINGREVISIONS 02.17.221
1
4'-8"
4'-8"
4'-8"
GENERAL NOTES
1.ALL WORK SHALL COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL BUILDINGCODE. TYPE OF CONSTRUCTION: TYPE 5 NON-RATED. OTHER CODES: CPC, CMC,CEC, CFC (LATEST EDITIONS).
2.THE STANDARD A.I.A. GENERAL CONDITIONS ARE HEREBY MADE A PART OF THESEDRAWINGS.
3.DO NOT SCALE DRAWINGS FOR DIMENSIONS. WRITTEN DIMENSIONS SHALL TAKEPRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE.ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIORTO COMMENCEMENT OF ANY WORK.
4.CLARIFY ALL DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL SITECONDITIONS WITH THE ARCHITECT BEFORE PERFORMING THE WORK.
5.THE CONTRACTOR SHALL:A. FURNISH, PAY FOR AND FILE ALL NECESSARY PERMITS, FEES, INSPECTIONS, ETC.;EXCEPT FOR PLAN CHECK AND ZONING FEES, WHICH WILL BE PAID FOR BY THEOWNER.
B. INSTALL ALL MATERIALS AND EQUIPMENT IN ACCORDANCE WITHMANUFACTURER'S DIRECTIONS, AS APPLICABLE.
C. PROTECT EXISTING VEGETATION FROM DAMAGE DURING THE COURSE OF THEWORK. BRACE STRUCTURE AS REQUIRED DURING CONSTRUCTION.
D. PROVIDE STRICT CONTROL OF JOB CLEANUP TO REMOVE DUST AND DEBRIS FROMCONSTRUCTION AREA.
6.ALL INSPECTIONS ARE REQUIRED AS PER SFBC SEC. 109.
7.INSULATION SHALL MEET CALIFORNIA ENERGY COMMISSION QUALITY STANDARDSAND BE CERTIFIED BY THE MANUFACTURER.8.FIRESTOPS SHALL BE PROVIDED IN ALL LOCATIONS SPECIFIED BY SFBC CHAPTER
9.ALL ELECTRICAL OUTLETS IN EXTERNAL WALLS SHALL HAVE INSULATING GASKETS.
DIRECTORY
OWNER:BENNY NG & AGNES TAN
ARCHITECT:SCHNEIDER DESIGN ASSOCIATESMARSHALL SCHNEIDER514 23rd AVENUESAN FRANCISCO, CA 94121TEL: 415.845.5472EMAIL: MSCHNEIDER@SCHNEIDERDESIGNINC.COM
CONTRACTOR:T.B.D.
PROJECT INFORMATION
PARCEL NUMBER:206-570-005
ZONING:P-1 (R-100)
OCCUPANY TYPE:R-3
CONSTRUCTION TYPE:V B
PROPERTY ADDRESS:1288 LAWRENCE ROADDANVILLE, CA 94506
PROPERTY OWNERS:BENNY NG & AGNES TAN
DESCRIPTION OF WORK
- CONSTRUCT (N) 3,979 S.F. SINGLE STORY RESIDENCE
- CONSTRUCT (N) 1,324 S.F. ATTACHED GARAGE
- CONSTRUCT (N) 514 S.F. COVERED PORCH
- CONSTRUCT 1,350 S.F. IMPERVIOUS AREA
SYMBOLS
1
A3.1 EXTERIOR ELEVATION REFERENCE
DIMENSION TO FACE OF FRAMING
DIMENSION TO CENTERLINE
DIMENSION TO FACE OF FINISH
ELEVATION DATUM POINT
1
A3.1 DETAIL REFERENCE
1
A3.1 SECTION REFERENCE
CODE INFORMATION
ADOPTED CODE EDITION
CALIFORNIA BUILDING CODE 2019
CALIFORNIA ENERGY STANDARDS 2019
CALIFORNIA PLUMBING CODE 2019
CALIFORNIA MECHANICAL CODE 2019
CALIFORNIA ELECTRICAL CODE 2019
CALIFORNIA FIRE CODE 2019
CALIFORNIA GREEN ENERGY CODE 2019
VICINITY MAP
NORTH
AS NOTED
PROJECTINFORMATION
HOUSE SIZE
PROPOSED
HOUSE (SINGLE STORY):3,979 S.F.
PROPOSED TOTAL:5,303 S.F.
LOT SIZE :138,875 S.F.
PROJECTSITE
GARAGE:1,324 S.F.
CAMINO TASSAJARA
CR
O
W
CA
N
Y
O
N
RO
A
D
L
A
W
R
E
N
C
E
R
O
A
D IMPERVIOUS SURFACE INFORMATION
EXISTING IMPERVIOUS SURFACE O S.F.
(N) RESIDENTIAL ROOF AREA 6,874 S.F.
(N) HARDSCAPE AREA 2,371 S.F.
TOTAL IMPERVIOUS AREA 9,245 S.F.
LOT AREA 138,875 S.F.
GRADING INFORMATION
APPROXIMATE PROPOSED CUT +/- 600 C.Y.
APPROXIMATE PROPOSED FILL +/- 600 C.Y.
CUT AND FILL BALLANCED ON-SITE
JOB NO:
A1.0
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
RE
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
RO
A
D
DA
N
V
I
L
L
E
CA
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
30
'
-
0
"
SI
D
E
YA
R
D
SE
T
B
A
C
K
30
'
-
0
"
SID
E
YA
R
D
SE
T
B
A
C
K
30'-0" FRONT
YARD SETBACK
2
0
'
-
0
"
C
L
R
.
O
P
E
N
I
N
G
37'-7"
25
'
-
0
"
5'-0"
46'-6"
30
'
-
0
"
+
/
-
1
2
4
'
+/- 146'
30'-0" FENCE TO
ROADWAY
521'TO REARPROPERTY LINE
1&2
A1.2
666.59'
PARKING(PERVIOUS PAVING)+673.75'
LANDSCAPING+674.0'
COVEREDPATIO+674.25'
PATIO+674.25'
(N) 5'-6" TALLWD. FENCE
(E) POWER POLETO REMAIN
(E) DRAINAGETO REMAIN
(N) METAL AUTOGATE w/ STUCCOCOLUMNS TOMATCH HOUSE,GATE TO BE 5' TALL
EXI
S
T
I
N
G
SCE
N
I
C
EAS
E
M
E
N
T
67
0
'
6 8 0 '6 9 0 '700 '7 1 0 '
1 1 %
SL
O
P
E
(E) 18"OAK TOREMAIN
(N) 6' TALL WD.FENCE w/ VERT.ANGLED SLATSSTAINED TOMATCH"NICHIHA"CEDAR SIDING
DRIVEWAYAPRONPERVIOUSPAVING, SEE2/A1.0
SLOPEDDRIVEWAYIMPERVIOUSPAVING
PARKINGPERVIOUSPAVING, SEE2/A1.0
PERVIOUSPAVINGSUBDRAINOVERFLOWOUTLET
PERV. PAVINGSUBDRAINOVERFLOWOUTLET
BW
+67
4
.0 'TW
+68
3
.0 '
BW
+6 78
.8 '
TW
+6 78
.3 '
WALL HT: 4'-3"
WALL HT: 4'-3"
32
'
-
0
"
S
1
8
0
2
0
'
3
9
"
E
1
3
1
'
S89008'56"E
S81038'49"W
830.08'
MAIN HOUSE
F.F. = 674.5'
GARAGE
F.F. = 674.0'
LINE OF ROOFOVERHANGABV. (2'-0"OVERHANG,TYP.)
L
A
W
R
E
N
C
E
R
O
A
D
NOTE: ALLUTILITIES TO BEUNDERGROUNDFROM (E) POLETO HOME
NOTE: LOT TO SOUTH VACANT
EAST
NEIG
H
B
O
R
NORTH
NEIGHBOR
PERMEABLE PAVERS
PERMEABLE JOINTMATERIAL
2" BEDDINGCOURSE - 3/8"OPEN-GRADEDAGGREGATE
4" BASE COURSE -1" OPEN-GRADEDAGGREGATE
6" SUB-BASECOURSE - 2"-3"OPEN-GRADEDAGGREGATE
4" WIDE CONC.CURB / EDGERESTRAINT
4" PERF. PIPE SUB-DRAIN AS NEEDED
GEO-TEXTILEFABRIC
1/16"=1'-0"
PROPOSEDSITE PLAN
PLANNINGREVISIONS 02.17.22
1
1
1
1
SCALE: 1/16" = 1'-0"
1 PROPOSED SITE PLAN
A1.0
SCALE: 3" = 1'-0"
2 PERVIOUS PAVING DETAIL
A1.0
REFERENCE
NORTH
SITE PLAN LEGEND
(N) CONTOUR
(E) CONTOUR REVISED
(E) CONTOUR TO REMAIN
666.59'
S81038'49 "W
278
.98 '
SITE KEY MAP
NOTE: ROOF RUNOFFTO BE DIRECTED TO SITEVEGETATED AREAS,TYPICAL
0 10 30 50
S89008'56"E
830.08'
S
1
8
0
2
0
'
3
9
"
E
1
3
1
'
N 24
0 0 0 '5 2 "E
IMPERVIOUS SURFACE INFORMATION
EXISTING IMPERVIOUS SURFACE O S.F.
(N) RESIDENTIAL ROOF AREA 6,874 S.F.
(N) HARDSCAPE AREA 2,371 S.F.
TOTAL IMPERVIOUS AREA 9,245 S.F.
LOT AREA 138,875 S.F.
LOT DATA
ZONING:P-1/R-100
LOT SIZE:
MIN LOT WIDTH:
138,875 S.F.
140 FT.
ACTUAL LOT WIDTH:220 FT.
MIN LOT DEPTH:200 FT.
ACTUAL LOT DEPTH:500+ FT.
MIN FRONT YARD SETBACK:30 FT.
MIN SIDEYARD SETBACK:30 FT.
MIN REAR YARD SETBACK:30 FT.
MAX ALLOWABLE BLDG. HT.:35 FT.
ACTUAL BLDG. HT.:17 FT. 2 IN.
GRADING INFORMATION
APPROXIMATE PROPOSED CUT +/- 600 C.Y.
APPROXIMATE PROPOSED FILL +/- 600 C.Y.
CUT AND FILL BALLANCED ON-SITE
JOB NO:
A1.1
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
RE
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
RO
A
D
DA
N
V
I
L
L
E
CA
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
25
'
-
0
"
5'-0"
30'-0" FENCE TO
ROADWAY
EXIS
T
I
N
G
SC
E
N
I
C
EAS
E
M
E
N
T
67
0
'
6 8 0 '6 9 0 '700 '7 1 0 '
(E) 18"OAK TOREMAIN
MYR COM
MYR COM
CEA HOR
CEA HOR
NATURALGRASSES TOREMAIN
4" TALL HOUSENUMBERS ONCOLUMN INCONTRASTINGCOLOR & LITFROM ABV.
RAISED BEDS
BW
+67
4
.0 'TW
+68
3
.0 '
BW
+6 78
.8 '
TW
+6 78
.3 '
WALL HT: 4'-3"
WALL HT: 4'-3"
CIT MEY
DIO KAK CER-PAR
CER-PAR
1/16"=1'-0"
PRELIMINARYLANDSCAPE PLAN
PLANNINGREVISIONS 02.17.22
1
1
1
1
1
SCALE: 1/16" = 1'-0"
1 PRELIMINARY LANDSCAPE PLAN
A1.1
REFERENCE
NORTH
NOTE: ROOF RUNOFFTO BE DIRECTED TO SITEVEGETATED AREAS,TYPICAL
to 4' high
MATURE SIZEIN 5 YEARS
PLANT SCHEDULE
SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY GROWTH RATE
MYR COM Myrtus communi Myrtle 5 gal.Moderate
SHRUBS
CIT MEY 6' to 10' highCitrus x Meyeri Meyer Lemon 10 gal.Slow
TREES
12' to 15' highCercidium-Parkinsonia Desert MuseaumPalo Verde 24" box Fast
to 1.5' highCEA HOR Ceanothus griseushorizontalis Carmel Creeper 1 gal.Moderate
GROUNDCOVER
LANDSCAPE LIGHTING SCHEDULE
SYMBOL FIXTURE TYPE
18" tall path downlight
QUANTITY
4
1
28
3
20
CER PAR
DIO KAK Diospyros Kaki Persimmon 10 gal.Slow1
JOB NO:
A1.2
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
RE
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
RO
A
D
DA
N
V
I
L
L
E
CA
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
NOT TO SCALE
1 PHOTO FROM STREET LOOKING WEST
A1.2
NOT TO SCALE
2 AERIAL PHOTO LOOKING WEST
A1.2
N/A
SITE PHOTOS
APPROXIMATE PROPERTYLINE LOCATIONS
APPROXIMATE PROPOSEDBUILDING LOCATION
(E) NORTH NEIGHBOR(E) SOUTH NEIGHBOR(EMPTY LOT)
APPROXIMATEPROPERTY LINELOCATIONS
APPROXIMATEPROPOSED BUILDINGLOCATION
(E) NORTH NEIGHBOR(E) SOUTH NEIGHBOR(EMPTY LOT)
JOB NO:
A2.0
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
RE
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
RO
A
D
DA
N
V
I
L
L
E
CA
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
06
08 0709
12 11 10
13
14
17 1816 23
03
15
02
01
09
07 06
24
25
03
54
55
04
37
36
32 31 30
2829
28
19
2126
29
18
27
25
22
30
05
2120 2219
58
56
57
59
05
04
07 06
52 53
16
15
02
20
13
14
26
27
48" RANGE
DW
73
'
-
5
"
13
'
-
1
1
"
14'-6"
17'-1"
17
'
-
1
1
"
9'-5"
2'-
2
"
19
'
-
1
0
1/
2
"
3'
-
4
"
10
'
-
0
"
8"
11
'
-
8
1/
2
"
94'-10"
11'-10"
89
'
-
9
1/
2
"
20
'
-
7
1/
2
"
12'-11"
32'-2 3/4"
5'-
6
1/
2
"
8"
28
'
-
2
"
14'-5 1/2"36'-9 1/2"
15
'
-
0
"
16
'
-
1
0
"
47'-0 1/2"11'-8 1/2"17'-8"
3
A3.0
1
A0.0
1
A3.1
1
A3.2
2
A3.1
2
A3.2 2
A3.0
GARAGE46'-2"x24'-6"
OFFICE #111'-8"x15'-0"
PRIMARYBATH13'-2"x14'-6"(LONGDIMENSION)
PRIMARYCLOSET10'-6"x11'-6"
PRIMARYBEDROOM13'-6"x15'-11"
LAUNDRY11'-6"x10'-0"
P.R.
CL
O
.
ENTRY9'-0"x11'-3"
DININGROOM16'-0"x12'-0"
FAMILYROOM13'-7"x13'-0"
PANTRY17-3"'x9'-6"(LONGDIMENSION)
OFFICE #210'-0"x11'-1"(LONGDIMENSION)
BEDROOM #112'-0"x11'-2"BATH #16'-0"x7'-3"
BEDROOM #212'-0"x11'-0"
BEDROOM #312'-0"x10'-0"
CLO.
CLO.
CLO.
BATH #212'-0"x6'-6"
COVEREDPATIO
16'x35'
DBL. OVENS KIT. STORAGE
FZ
R
/RE
F
KIT
. ST
O
R
A
G
E
6'-0"x6'-0"
4'-1"x10'-0"
COURTYARD
24'-8"x29'-3"
PATIO30'-7"x14'-7"(LONGDIMENSION)
WORK SPACE6'-6"x19'-0"
TRASH
HALL #1
HALL #2
AB
V
.
AB
V
.
AB
V
.
AB
V
.
AB
V
.
AB
V
.
08
10
11
17
01
61
60
62
50 51
4847
4544
43
38
41
42
4039
46
49
34
35
33
24 23
12
MUDROOM9'-0"x10'-0"
LIVING ROOM25'-9"x17'-8"
KITCHEN25'-9"x17'-4"
SINK D/WD/W
BENCH
3/16"=1'-0"
FLOOR PLAN
SCALE: 3/16" = 1'-0"
1 FLOOR PLAN
A2.0
REFERENCE
NORTH
JOB NO:
A2.1
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
RE
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
RO
A
D
DA
N
V
I
L
L
E
CA
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
1 .5 :12
SL
O
P
E
1 .5 :12
SL
O
P
E
1.5:12SLOPE
1.5:12SLOPE
1 .5 :12
SL
O
P
E
0 .25
:12
SL
O
P
E
0.25:12SLOPE
0.25:12SLOPE
3/16"=1'-0"
ROOF PLAN
SCALE: 3/16" = 1'-0"
1 ROOF PLAN
A2.1
REFERENCE
NORTH
KEY NOTES
1 COMPOSITE ROLL ROOFING,ANTIQUE SLATE COLOR
2 5" GALV. MTL. FACIA GUTTER,PAINTED TO MATCH FACIA
3 3" GALV. MTL. ROUND DOWNSPOUTS,PAINTED TO MATCH FACIA
1 TYP.
2 TYP.
3 TYP.
JOB NO:
A3.0
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
RE
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
RO
A
D
DA
N
V
I
L
L
E
CA
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
±0"
FLOOR LEVEL
+9'-0"
LOWER PLATE
+12'-6"
UPPER PLATE
17
'
-
2
"
MA
X
HT
.
5'
-
6
"
±0"
FLOOR LEVEL
+9'-0"
LOWER PLATE
+12'-6"
UPPER PLATE
±0"
FLOOR LEVEL
+9'-0"
LOWER PLATE
+12'-6"
UPPER PLATE
3/16"=1'-0"
EXTERIORELEVATIONS
SCALE: 3/16" = 1'-0"
1 EAST (FRONT) ELEVATION
A3.0
SCALE: 3/16" = 1'-0"
2 EAST (FRONT) ELEVATION @ ENTRY
A3.0
SCALE: 3/16" = 1'-0"
3 WEST (REAR) ELEVATION
A3.0
WD. FACIA BD, PAINTED BENJAMINMOORE "BLACK IRON" (#2120-20), TYP.
SMOOTH ACRYLIC INTEGRAL COLORSTUCCO TO MATCH BENJAMIN MOORE"WINTERWOOD" (#1486)
"NICHIHA" HORIZ. COMPOSITE WOODSIDING IN "CEDAR" COLOR
METAL CLAD WOOD WINDOWS & DOORS,COLOR MARVIN "EBONY"
WD. FENCE w/ VERTICALANGLED SLATS, STAINED TOMATCH "NICHIHA" CEDARCOLOR
COMPOSITE ROLL ROOFING,COLOR GAF "ANTIQUE SLATE"
(2) DOWNLIGHTS IN EAVEOVERHANG @ FRONT DOOR
JOB NO:
A3.1
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
RE
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
RO
A
D
DA
N
V
I
L
L
E
CA
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
±0"
FLOOR LEVEL
+9'-0"
LOWER PLATE
+12'-6"
UPPER PLATE
±0"
FLOOR LEVEL
+9'-0"
LOWER PLATE
+12'-6"
UPPER PLATE
3/16"=1'-0"
EXTERIORELEVATIONS
SCALE: 3/16" = 1'-0"
1 SOUTH (SIDE) ELEVATION
A3.1
SCALE: 3/16" = 1'-0"
2 SOUTH COURTYARD ELEVATION
A3.1
WD. FACIA BD, PAINTED BENJAMINMOORE "BLACK IRON" (#2120-20), TYP.
SMOOTH ACRYLIC INTEGRAL COLORSTUCCO TO MATCH BENJAMIN MOORE"WINTERWOOD" (#1486)
"NICHIHA" HORIZ. COMPOSITE WOODSIDING IN "CEDAR" COLOR
METAL CLAD WOOD WINDOWS & DOORS,COLOR MARVIN "EBONY"
GALV. METAL 5" FACIA GUTTERS& 3" ROUND DOWNSPOUTSPAINTED BENJAMIN MOORE"BLACK IRON" (#2120-20
COMPOSITE ROLL ROOFING,COLOR GAF "ANTIQUE SLATE"
SURFACE-MOUNTED SCONCESPROVIDING DOWNLIGHTING, TYP.
JOB NO:
A3.2
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
RE
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
RO
A
D
DA
N
V
I
L
L
E
CA
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
±0"
FLOOR LEVEL
+9'-0"
LOWER PLATE
+12'-6"
UPPER PLATE
±0"
FLOOR LEVEL
+9'-0"
LOWER PLATE
+12'-6"
UPPER PLATE
3/16"=1'-0"
EXTERIORELEVATIONS
SCALE: 3/16" = 1'-0"
1 NORTH (SIDE) ELEVATION
A3.2
SCALE: 3/16" = 1'-0"
2 NORTH COURTYARD ELEVATION
A3.2
JOB NO:
A6.0
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
RE
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
RO
A
D
DA
N
V
I
L
L
E
CA
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
WINDOW SCHEDULE
WINDOW
NUMBER
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
WINDOW
TYPE
A
B
C
C
C
D
E
F
E
G
H
H
I
I
I
J
K
J
L
M
M
M
N
O
O
O
O
M
M
M
M
M
P
Q
P
R
S
T
I
I
T
I
I
I
I
U
U
U
U
I
I
V
V
V
V
W
X
W
X
Y
Y
Y
ROOM NAME
ENTRY
ENTRY
POWDER ROOM
WORKSPACE
WORKSPACE
WORKSPACE
OFFICE #1
OFFICE #1
OFFICE #1
PRIMARY BATH
PRIMARY BATH
PRIMARY BATH
PRIMARY BEDROOM
PRIMARY BEDROOM
PRIMARY BEDROOM
PRIMARY BEDROOM
PRIMARY BEDROOM
PRIMARY BEDROOM
PRIMARY BEDROOM
HALL #1
HALL #1
HALL #1
HALL #1
KITCHEN
KITCHEN
KITCHEN
KITCHEN
HALL #2
HALL #2
HALL #2
HALL #2
HALL #2
BEDROOM #3
BEDROOM #3
BEDROOM #3
BEDROOM #3
BATH #3
BATH #3
BEDROOM #2
BEDROOM #2
BATH #1
BEDROOM #1
BEDROOM #1
OFFICE #2
OFFICE #2
PANTRY
PANTRY
PANTRY
PANTRY
DINING ROOM
DINING ROOM
FAMILY ROOM
FAMILY ROOM
FAMILY ROOM
FAMILY ROOM
KITCHEN
KITCHEN
KITCHEN
KITCHEN
LIVING ROOM
LIVING ROOM
LIVING ROOM
WINDOW SIZE
NOMINAL
WIDTH
3'-6"
3'-3 5/8"
3'-0"
3'-0"
3'-0"
3'-0"
3'-6"
3'-6"
3'-6"
2'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
4'-1 3/8"
4'-1 3/8"
4'-1 3/8"
3'-0"
3'-6"
3'-6"
3'-6"
5'-6"
4'-0"
4'-0"
4'-0"
4'-0"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
3'-7 3/8"
3'-7 3/8"
3'-7 3/8"
3'-7"
2'-0"
2'-0"
3'-0"
3'-0"
2'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
4'-6"
4'-6"
4'-6"
4'-6"
3'-10 3/8"
3'-10 3/8"
3'-10 3/8"
NOMINAL
HEIGHT
9'-0"
9'-0"
5'-0"
5'-0"
5'-0"
4'-0"
5'-6"
5'-6"
5'-6"
4'-0"
5'-6"
5'-6"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
2'-6"
2'-6"
2'-6"
2'-6"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
6'-0"
6'-0"
6'-0"
6'-0"
3'-6"
5'-0"
6'-0"
6'-0"
5'-0"
6'-0"
6'-0"
6'-0"
6'-0"
2'-0"
2'-0"
2'-0"
2'-0"
6'-0"
6'-0"
8'-6"
8'-6"
8'-6"
8'-6"
9'-0"
2'-6"
9'-0"
2'-6"
2'-6"
2'-6"
2'-6"
HEAD HEIGHT
9'-0"
9'-0"
9'-0"
7'-6"
7'-6"
7'-6"
8'-6"
8'-6"
8'-6"
8'-0"
8'-0"
8'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
15'-4"
15'-4"
15'-4"
15'-4"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
11'-6"
11'-6"
11'-6"
11'-6"
9'-0"
13'-0"
9'-0"
13'-0"
13'-0"
13'-0"
13'-0"
DETAIL REFERENCES
HEAD DETAIL JAMB DETAIL SILL DETAIL TEMPERED REMARKS
CORNER WINDOW
24-27 MULLED TOGETHER
24-27 MULLED TOGETHER
24-27 MULLED TOGETHER
24-27 MULLED TOGETHER
60-62 MULLED TOGETHER
60-62 MULLED TOGETHER
60-62 MULLED TOGETHER
CORNERWINDOW
A B C D E
3'-6"×9'-0"3'-3 5/8"×9'-0"3'-0"×5'-0"3'-0"×4'-0"3'-6"×5'-6"
CORNER WINDOW
F G H I J K
3'-6"×5'-6"2'-0"×4'-0"3'-0"×5'-6"3'-0"×6'-0"4'-1 3/8"×6'-0"4'-1 3/8"×6'-0"
L M N O P
3'-0"×9'-0"3'-6"×9'-0"5'-6"×9'-0"4'-0"×2'-6"3'-7 3/8"×6'-0"
Q R S T U V
3'-7 3/8"×6'-0"3'-7"×6'-0"2'-0"×3'-6"2'-0"×5'-0"3'-0"×2'-0"3'-0"×8'-6"
W X Y
4'-6"×9'-0"4'-6"×2'-6"3'-10 3/8"×2'-6"
1/4"=1'-0"
WINDOWSCHEDULE
WINDOW LEGEND
MARVIN OR EQUAL METAL CLAD WOOD WINDOWS, TYP.
JOB NO:
A6.1
202117
SCALE:
ISSUED:
SCHNEIDERDESIGNASSOCIATES
514 23rd AVENUESAN FRANCISCO,CALIFORNIA, 94121415.845.5472
PLANNINGSUBMITTAL 12.07.21
NG
/TA
N
RE
S
I
D
E
N
C
E
12
8
8
LA
W
R
E
N
C
E
RO
A
D
DA
N
V
I
L
L
E
CA
94
5
0
6
AP
N
:20
6
-57
0
-00
5
5/23
DOOR SCHEDULE - EXTERIOR
DOOR
NUMBER
01
02
03
04
05
06
07
DOOR
TYPE
A
B
C
D
E
F
F
ROOM NAME
ENTRY
PRIMARY BEDROOM
LIVING ROOM
FAMILY ROOM
DINING ROOM
GARAGE
GARAGE
DOOR LEAF
NOMINAL
WIDTH
4'-0"
3'-0"
16'-0"
12'-0"
14'-0"
18'-0"
18'-0"
NOMINAL
HEIGHT
9'-0"
9'-0"
9'-0"
11'-6"
9'-0"
8'-0"
8'-0"
DETAIL REFERENCES
HEAD DETAIL JAMB DETAIL SILL DETAIL
HARDWARE
SET REMARKS
A B C D E F
4'-0"×9'-0"3'-0"×9'-0"16'-0"×9'-0"12'-0"×11'-6"14'-0"×9'-0"18'-0"×8'-0"
PIVOT DOOR SWINGING DOOR SLIDING POCKET DOOR SLIDING DOOR w/ TRANSOM SLIDING DOOR METAL & GLASS GARAGE DOOR
DOOR SCHEDULE - INTERIOR
DOOR
NUMBER
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
DOOR
TYPE
A
B
C
D
E
E
F
F
B
A
B
B
G
A
B
B
H
A
B
A
B
H
B
A
H
ROOM NAME
POWDER ROOM
ENTRY CLOSET
GARAGE CLOSET
LAUNDRY
MUCROOM
OFFICE #1
OFFICE #1
PRIMARY BATH
PRIMARY BATH
PRIMARY CLOSET
PRIMARY BEDROOM
PRIMARY BEDROOM
FAMILY ROOM
PANTRY
OFFICE #2
BEDROOM #1
BEDROOM #1
BATH #1
BATH #1
BATH #1
BEDROOM #2
BEDROOM #2
BEDROOM #3
BATH #2
BEDROOM #3
DOOR LEAF
NOMINAL
WIDTH
2'-8"
2'-8"
3'-0"
3'-0"
3'-0"
3'-0"
2'-6"
2'-6"
2'-8"
2'-8"
2'-8"
2'-8"
3'-10"
2'-8"
2'-8"
2'-8"
6'-0"
2'-8"
2'-8"
2'-8"
2'-8"
6'-0"
2'-8"
2'-8"
6'-0"
NOMINAL
HEIGHT
8'-0"
8'-0"
7'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
DETAIL REFERENCES
HEAD DETAIL JAMB DETAIL SILL DETAIL
HARDWARE
SET REMARKS
A B C D E F G H
2'-8"×8'-0"2'-8"×8'-0"3'-0"×7'-0"3'-0"×8'-0"3'-0"×8'-0"2'-6"×8'-0"3'-10"×8'-0"6'-0"×8'-0"
SOLID CORE 2-PANEL
DOOR
SOLID CORE 2-PANEL
DOOR
SOLID CORE 2-PANEL
DOOR
SOLID CORE 2-PANEL
POCKET DOOR
SOLID CORE 2-PANEL
DOOR
SOLID CORE 2-PANEL
DOOR
SOLID CORE 2-PANEL
POCKET DOOR
SOLID CORE 2-PANEL SLIDING
DOOR
1/4"=1'-0"
DOORSCHEDULES
DOOR LEGEND - EXTERIOR
DOOR LEGEND - INTERIOR
MARVIN OR EQUAL METAL CLAD WOOD DOORS, TYP.