HomeMy WebLinkAboutRESO - PC - 2025-10.14-6B
DSR25-0013
PC/10/14/2025
Page 1
CITY OF BURLINGAME
PLANNING COMMISSION RESOLUTION 2025-10.14-6B
APPROVING MAJOR DESIGN REVIEW FOR 739 LAUREL AVENUE
PROJECT NO. DSR25-0013
WHEREAS, an application has been made by Richard Terrones of DTA, on behalf of Property
Owner, Emily Christensen, for Major Design Review for a new, two-story single-unit dwelling and
detached garage in the R-2 (Medium Density Residential) zoning district, APN: 029-061-080; and
WHEREAS, on October 14, 2025, the Planning Commission of the City of Burlingame held a
duly noticed public hearing at which time it reviewed and considered the staff report and all other
written materials and testimony presented at said hearing; and
WHEREAS, on October 14, 2025, the Planning Commission of the City of Burlingame reviewed
and considered a Categorical Exemption under Section 15303 (a) for the Project; and
NOW, THEREFORE, the Planning Commission of the City of Burlingame does here by resolve, find,
determine and order as follows:
SECTION 1: The project is Categorically Exempt from the California Environmental Quality Act
(CEQA) pursuant to Section 15303 (a) of the CEQA Guidelines, which states construction of a limited
number of new, small facilities or structures including one single family residence, or a second dwelling
unit in a residential zone is exempt from environmental review. In urbanized areas, up to three single-
family residences may be constructed or converted under this exemption.
SECTION 2: City of Burlingame Municipal Code (BMC) authorizes the Planning Commission
to grant Major Design Review upon making certain findings. The Planning Commission finds the
following:
MAJOR DESIGN REVIEW FINDINGS (BMC SECTION 25.68.060.H.)
1. The project is consistent with the General Plan and is in compliance with all applicable
provisions of Title 25, all applicable design guidelines, all other City ordinances and regulations,
and the standards established in BMC Section 25.68.060 (C).
The project is in compliance with all applicable provisions of Title 25; the proposed two-story,
single-unit dwelling is consistent with the design guidelines in that the mass and bulk of the
proposed structure is in scale with the lot and in relation to neighboring properties and that the
project proposes traditional materials including stucco siding on the first floor with synthetic
shingles on the upper floor, composition shingle roofing, aluminum clad wood windows with
wood trim, wood porch columns, metal porch railings with wood fascia and wood knee braces
making the project compatible with the character of the neighborhood.
2. The project will be constructed on a parcel that is adequate in shape, size, topography, and
other circumstances to accommodate the proposed development.
The project will be constructed on a parcel that is adequate in shape, size, topography, and
other circumstances to accommodate the proposed development as shown on the proposed
plans.
Docusign Envelope ID: FB920D28-22E0-4FF3-BF8F-11F4553C58FA
DSR25-0013
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Page 2
3. Required Finding: The project is designed and arranged to provide adequate consideration to
ensure the public health, safety, and general welfare, and to prevent adverse effects on
neighboring property.
The project is designed and arranged to provide adequate consideration to ensure the public
health, safety, and general welfare, and to prevent adverse effects on neighboring property
because the project complies with setback, lot coverage, floor area ratio, building height,
declining height envelope, and parking requirements.
SECTION 3: The Planning Commission of the City of Burlingame after conducting the public
hearing HEREBY APPROVES DSR25-0013 subject to the following conditions:
CONDITIONS OF APPROVAL
1. that the project shall be built as shown on the plans submitted to the Planning Division and
date stamped September 5, 2025, sheets A0.0 through A5.1, sheets G4.1, G4.2, and sheets
L1.1 through L1.3;
2. that any changes to building materials, exterior finishes, windows, architectural features, roof
height or pitch, and amount or type of hardscape materials shall be subject to Planning Division
or Planning Commission review;
3. that any changes to the size or envelope of the first floor, which would include adding or
enlarging a dormer(s), shall require an amendment to this permit;
4. that any recycling containers, debris boxes or dumpsters for the construction project shall be
placed upon the private property, if feasible, as determined by the Community Development
Director;
5. that demolition for removal of the existing structures and any grading or earth moving on the
site shall not occur until a building permit has been issued and such site work shall be required
to comply with all the regulations of the Bay Area Air Quality Management District;
6. that prior to issuance of a building permit for construction of the project, the project construction
plans shall be modified to include a cover sheet listing all conditions of approval adopted by
the Planning Commission, or City Council on appeal; which shall remain a part of all sets of
approved plans throughout the construction process. Compliance with all conditions of
approval is required; the conditions of approval shall not be modified or changed without the
approval of the Planning Commission, or City Council on appeal;
7. that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single
termination and installed on the portions of the roof not visible from the street; and that these
venting details shall be included and approved in the construction plans before a Building
permit is issued;
8. that the project shall comply with the Construction and Demolition Debris Recycling Ordinance
which requires affected demolition, new construction and alteration projects to submit a Waste
Reduction plan and meet recycling requirements; any partial or full demolition of a structure,
interior or exterior, shall require a demolition permit;
9. that the project shall meet all the requirements of the California Building and Uniform Fire
Codes, in effect at time of building permit submittal, as amended by the City of Burlingame;
Docusign Envelope ID: FB920D28-22E0-4FF3-BF8F-11F4553C58FA
DSR25-0013
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THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
10. that prior to scheduling the framing inspection the applicant shall provide a certification by the
project architect or residential designer, or another architect or residential design professional,
that demonstrates that the project falls at or below the maximum approved floor area ratio for
the property;
11. that prior to scheduling the foundation inspection, a licensed surveyor shall locate the property
corners, set the building footprint and certify the first-floor elevation of the new structure(s)
based on the elevation at the top of the form boards per the approved plans; this survey shall
be accepted by the City Engineer;
12. that prior to scheduling the framing inspection the project architect or residential designer, or
another architect or residential design professional, shall provide an architectural certification
that the architectural details shown in the approved design which should be evident at framing,
such as window locations and bays, are built as shown on the approved plans; architectural
certification documenting framing compliance with approved design shall be submitted to the
Building Division before the final framing inspection shall be scheduled;
13. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of
the roof ridge and provide certification of that height to the Building Division; and
14. that prior to final inspection, Planning Division staff will inspect and note compliance of the
architectural details (trim materials, window type, etc.) to verify that the project has been built
according to the approved Planning and Building plans.
SECTION 4: The Major Design Review approval shall be subject to revocation if the applicant
fails to comply with the conditions listed herein at any time. If, at any time, the Community Development
Director or Planning Commission determine that there has been or may be a violation of the findings
or conditions of this approval, or of the Zoning Regulations, a public hearing may be held before the
Planning Commission to review this approval pursuant to Zoning Regulation Section 25.88.050. At
said hearing, the Planning Commission may add conditions, or recommend enforcement actions, or
revoke the approval entirely, as necessary to ensure compliance with the Zoning Regulations, and to
provide for the health, safety, and general welfare of the community.
PASSED AND ADOPTED this 14th day of October 2025.
Docusign Envelope ID: FB920D28-22E0-4FF3-BF8F-11F4553C58FA
DSR25-0013
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Chairperson
I, _____________ , Secretary of the Planning Commission of the City of Burlingame, do
hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the
Planning Commission held on the 14th day of October 2025 by the following vote:
Secretary
Exhibits:
Exhibit A - Project Plans dated September 5, 2025
AYES: HORAN, LOWENTHAL, PFAFF, SHORES, TSE
NOES: NONE
RECUSED: NONE
ABSENT: SCHMID
Docusign Envelope ID: FB920D28-22E0-4FF3-BF8F-11F4553C58FA
Audrey Tse
Architectural
A0.0 Directory, Vicinity Map, Abbreviation, General Notes, Index
A0.1 Rendering
1 Topographic Survey
A1.1D Site Plan: Demo
A1.1 Site Plan
A1.2 Utility Pan
A1.3 Storm Water Management Plan
A1.4 City Details / Alternate Means of Protection
A1.5 Block Average Calculations
A2.1 Main House - First Floor Plan
A2.2 Main House - Second Floor Plan
A2.3 ADU Floor Plan
A2.4 Garage Floor Plan
A2.5 Lot Coverage Calculations
A3.1 Roof Plan: Main House
A3.2 Roof Plan: ADU
A3.3 Roof Plan: Garage
A4.1 Exterior Elevations: Main House
A4.2 Exterior Elevations: Main House
ADU4.1 Exterior Elevations: ADU
ADU4.2 Exterior Elevations: ADU
G4.1 Exterior Elevations: Garage
G4.2 Exterior Elevations: Garage
A5.1 Building Section: Main House
Landscape
L1.1 Landscape Plan
L1.2 Irrigation Plan
L1.3 Planting List
Erosion Control
BMP1.1 Best Management Practices
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A0.0
Proj. Data, Index, Directory,
Legend, Vicinity Map,
Green BuilDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
Height
Fireproof
Foundation
Floor Drain
Fire Alarm
Fire Extinguisher
Footing
Face Of Stud
Face Of Finish
Face Of Conc
Glass
Grade
Galvanized
Gauge
Galvanized Iron
Hose Bib
Hollow Core
Inside Diameter
Hollow Metal
Insulation
Interior
Janitor
Joist Hanger
Finish
Lavatory
Laminate
Mounted
Minimum
Maximum
Membrane
Metal
Manufacturer
Nominal
Not To Scale
Not In Contract
Opening
Opposite
Overhang
On Center
J.H.
N.T.S.
E.P.Electrical Panel
EQ.
EQUIP.
ENCL.
EMER.
ELEV.
ELEC.
EA.
Equal
Equipment
Enclosure
Emergency
Elevation
Electrical
Each
O.H.
OPG.
OPP.
O.C.
Expansion JointE.J.
E.F.
DWG.
DN.
DIA.
DIM.
DET.
DEPT.
DBL.
Exhaust Fan
Drawing
Down
Diameter
Dimension
Department
Detail
Double
D.S.
CW
CONST.
CONC.
COMP.
CONT.
CORR.
CTR.
Cold Water
Downspout
Concrete
Composition
Construction
Continuous
Corridor
Center
MFR.
MTL.
MTD.
MIN.
N.I.C.
NOM.
JT.
JAN.
LT.
LAV.
LAM.
MEMB.
MAX.
Light
Joint
Approximately
Clean Out To Grade
Construction Joint
CLG.
CL.
COL.
CLR.
CEM
CAB.
C.O.T.G.
C.J.
C.B.
C.I.
C.
Cabinet
Column
Cement
Ceiling
Closet
Clear
Cast Iron
Catch Basin
Conduit
BM.
BOT.
BLKG.
BLDG.
BLK.
B.U.
ASPH.
ARCH.
BD.
Bottom
Blocking
Building
Beam
Block
Built-Up
Asphalt
Architectural
Board
HT.
I.D.
HR.
H.M.
H.C.
H.B.
INSUL.
INT.
Hour
FTG.
F.O.S.
GL.
GR.
GA.
G.I.
GALV.
Abbreviations
Asphalt Concrete
ADJ.
A.C.
A.B.
APPROX.
ALUM.
Adjustable
Anchor Bolt
Aluminum
F.D.
F.E.
FDN.
F.P.
F.A.
F.O.C.
F.O.F.
FIN.
WD.
W/O
WP.
WT.
Without
Waterproof
Weight
Wood
W/
W.C.
W
T.O.W.
T.O.S.
T.O.P.
U.O.N.
SUSP.
STRUC.
STD.
T.O.C.
Water Closet
With
Waste
Unless Otherwise
Top Of Sidewalk
Top Of Pavement
Top Of Concrete
Top Of Wall
Noted
Suspended
Structural
Standard
SHT.
SEC.
STA.
SPL.
SPEC.
SCHED.
S.S.
S.O.V.
S.C.
S.B.
RWD.
RM.
REQD
REINF.
REF.
R.W.L.
R.O.
RESIL.
Sewer System
Shut Off Valve
Section
Specification
Station
Splash
Sheet
Schedule
Solid Blocking
Rain Water Leader
Rough Opening
Solid Core
Redwood
Room
Resilient
Required
Reinforced
Refer To:
PTDF
PLWD.
PLAS.
P.LAM.
PL.
Plastic Laminate
Pressure Treated
Plywood
Plaster
Douglas Fir
Plate
E.N.End Nailing
Green Building Mandatory Measures Checklist will be submitted w/ Building
Permit submittal.
Walls with 2x6 and larger framing require R-19 insulation
Hot water piping insulation as specified in CPC Section 609.11
New Third party HERS verification for ventilation and indoor air quality
Water Efficiency and Conservation
Plumbing fixtures (water closets and urinals) will comply with the following:
1.The effective flush volume of all water closets will not exceed 1.28
gal/flush. 2022 CGC 4.303.1.1
2.The effective flush volume of urinals will not exceed 05. gal/flush. 2022
CGC 4.303.1.2 The fittings for faucets and showerheads shall meet the
following standards: 1.5 GPM for faucets and 2.0 GPM for showers. 2022 CGC
4.303.1.3 and 4.303.1.4
Enhanced Durability and Reduced Maintenance: Annular spaces around pipes,
electric cables, conduits, or other openings in sole/bottom plates at exterior
walls will be rodent-proofed by closing such openings with cement mortar,
concrete masonry, or similar method acceptable to enforcing agency. 2022
CGC 4.406.1
Construction Waste Reduction, Disposal and Recycling: A minimum of 60% of
the non-hazardous construction demolition waste generated at the site will be
divertedto an offiste recycle, diversion, or salvage facility per City of
Burlingame Ordinance #1704 and 2022 CGC Section 4.408
Building Maintenance and Operation: An operation and maintenance manual
will be provided to the building occupant or owner. 2022 CGC 4.410.1
Fireplaces: Any gas fireplaces will be direct-vent, sealed-combustable type.
2022 CGC 4.503.1
Pollutant Control
1.At the time of rough installation, during storage on the construction site,
and until final startup of the heating, cooling and ventilation equipment, all
duct and other related air distribution components will be covered w/ tape,
plastic, sheet metal, or other methods acceptable to the enforcing agency to
reduce the amount of water, dust, or debris that may enter the system.
2022 CGC 4.504.1
2.Adhesives, sealants, and caulks used on the project shall follow local and
regional air pollution or air quality management district standards per 2022
CGC 4.504.2.1
3.Paints and coatings will comply with VOC limits per 2022 CGC 4.504.2.2
4.Aerosol paints and coatings will meet the Product-wighted MIR limits for
ROC and other requirements. 2022 CGC 4.504.2.3
5.Documentation provided that verifies compliance with VOC finish materials.
2022 CGC 4.504.2.4
6.Carpet system installed in the building interior will meet testing and
product requirements found in the 2019 California Green Building Code. 2022
CGC 4.504.2.2
7.Where resilient flooring is installed, at least 80% of the floor area receiving
resilient flooring will comply with the California Green Building Code
requirements. 2022 CGC 4.504.4
8.Hardwood plywood, particleboard, and medium density fiberboard
composite wood products used on the interior and exterior of the building will
comply with the low formaldehyde emission standards. 2022 CGC 4.504.5
Interior Moisture Control: A capillary break will be installed if a slab on grade
foundation system is used per 2022 CGC 4.502.2. Bldg. materials with the
visible signs of water damage will not be installed. Wall and floor framing will
not be enclosed when the framing members exceed 19% moisture content.
Moisture content will be verified prior to finish material being applied per 2022
CGC 4.505.3.
Green Building Measures
General Notes
These Drawings and their content are and shall remain the property of
Dreiling Terrones Architecture whether the project for which they were
prepared is executed or not. They are not to be used by any person other
than the Owner or for any other project or extension to this project
except by agreement in writing with the Architect.
The Architect expressly reserves his common law copyright and other
property rights relating to these Drawings and their content. These
Drawings are not to be reproduced, altered or otherwise modified in any
manner whatsoever except by the Architect. These Drawings and their
content may not be assigned to a third party without written consent of
the Architect. In the event of unauthorized use of these Drawings by a
third party, the third party shall hold harmless and indemnify the
Architect.
These Drawings are an instrument of services performed by the Architect
for the benefit of the Owner. They are intended for use in a negotiated
construction contract and, therefore, may not detail or specify all
materials, manufacturers or assemblies. Details, assemblies and products
commonly known to be industry standard for any given trade may not be
fully detailed or specified. Where necessary, the Contractor shall provide
samples, data, product literature as required to assist the Owner or the
Owner's agent in making selections. For the purpose of estimating items
not fully detailed the Contractor shall provide an allowance amount and so
condition such estimates. The Owner and/or Contractor shall submit to
the Architect, in writing, any requests for modifications to the plans or
specifications by means of shop drawings, samples or other means as
appropriate. Shop drawings that are submitted to the Architect for review
do not constitute "in writing" unless it is brought to the attention of the
Architect that specific changes are being suggested.
No guarantee for quality of construction is implied or intended by these
Documents. The Contractor shall assume full responsibility for any
construction deficiencies.
The Owner and Contractor shall hold harmless, indemnify and defend the
Architect from any action initiated by the initial Owner, or any subsequent
owner, for construction deficiencies, modifications, substitutions,
maintenance or any such condition which is beyond the control of the
Architect.
All Contract Documents described in the Construction Contract shall be
considered one document and are intended to be used as one document.
Contractor and all sub-contractors shall review all documents prior to
bidding. Sub-contractors are responsible for any information pertaining to
their work no matter where it may occur in these Documents.
It is the intent of these Documents to provide for the construction of a
moisture proof enclosure of interior space. If the Owner, Contractor or
any Sub-contractors become aware of any assembly or condition, either
shown in the Drawings or constructed on-site, which does not, in their
opinion, satisfy this intent, it is their responsibility to notify the Architect
within a reasonable amount of time so that the condition or assembly can
be reviewed, and, if necessary, modifications can be made to the
Documents or to the Work without impacting the progress of the Work.
All information pertaining to the site shall be, and shall remain, the
Owner's responsibility. This information shall include legal description, deed
restrictions, easements, site survey, topographic survey, location of
existing improvements, soils report, and all related data.
Code Compliance
All work shall comply with applicable codes and trade standards including
but not limited to the latest adopted edition of the following:
2022 California Building Codes, 2022 Residential Building Code (where
applicable), 2022 California Mechanical Code, 2022 California Electrical
Code, 2022 California Plumbing Code, including all amendments as adopted
in Ordinance 1989, and 2022 California Energy Efficiency Standards (Title
24), including Cool Roof requirements.
All applicable state and local codes, ordinances, legislation, as adopted by
the City of Burlingame at time of permit application. This includes the 2022
Reach Code Ordinance #1979.
It is the Contractors responsibility to identify and familiarize himself with
current codes and ordinances including local variations on national or
regional codes Requirements of adopted codes shall supersede any
conflicting requirements defined in these Documents. When a conflict is
suspected the Contractor shall so advise the Architect in writing within a
reasonable time so that the conflict, if it exists, can be resolved without
impacting the progress of the Work.
The Contractor shall include and implement all pertinent requirements of
this project as set forth in any conditions of approval attached to the
project by governing agencies. These conditions shall become a part of the
Contract Documents.
Site Examination
The Contractor shall thoroughly examine the site and satisfy himself as to
the conditions under which the Work is to be performed. The Contractor
shall verify at the site all measurements and conditions affecting his work
and shall be responsible for same unless brought to the attention of the
Owner or his agent prior to proceeding with the Work.
Dimension Control
It is the responsibility of the Contractor to check and verify all conditions,
dimensions, lines and levels alignments indicated; proper fit and attachment
of all parts is required. Should there be any differences between the
Documents and the actual conditions, the Contractor shall notify the Owner
or his agent in writing for clarification and/or adjustment. In the event of
failure to do so, the Contractor shall be responsible for corrections required
or subsequent changes occurring as a result of these differences.
Note to Subcontractors: Location of many items or assemblies is critical for
alignment of other assemblies which may be installed by other trades and
which may not be installed at the time of installation of your work. All
Sub-contractors shall review the manner in which their work fits, aligns or
comes into contact with work of other trades. The Contractor and each
Sub-contractor shall review all Documents and will be responsible for
information contained at any location within the Documents which pertains
to their work. Deficiencies resulting from failure to do so will be removed
and corrected at Contractors expense.
All dimensions and conditions shall be checked and verified, both in the
Documents and on the job, by each Sub-contractor before they proceed
with their work. Any errors, omissions, discrepancies or deficiencies shall be
brought to the attention of the General Contractor prior to proceeding with
the Work. The Contractor shall notify the Owner in writing for resolution.
No person shall erect (including excavation and grading), demolish, alter, or
repair any building or structure other than between the following hours except
in the case of urgent necessity in the interest of public health and safety, and
then only with prior written approval from the Building Official, which approval
shall be granted for a period not to exceed three days. Holidays are the first
day of January, the third Monday of January, the third Monday of February,
the last Monday of May, the fourth day of July, the first Monday of September,
the second Monday of October, the eleventh day of November, the fourth
Thursday in November and the twenty-fifth day of December. If the first day
of January, the fourth day of July, the eleventh day of November, or the
twenty-fifth day of December falls upon a Sunday, the following Monday is a
holiday.
Construction hours per Burlingame Municipal Code Section
Monday through Friday:8AM to 7PM
Saturdays:9AM to 6PM
Sundays and Holidays:No work
Construction hours in the City Public right-of-way are limited to weekdays
and non-City Holidays between 8:00 AM and 5:00 PM.
Construction Hours Project Data
Zoning R-2
Occupancy R-3/4 (Dwelling with Garage)
Building Code 2022 CBC
Construction Type V-B
Stories 2
(E) Lot Area 10,892 s.f.
(N) House 2,203 s.f.
(N) ADU EXEMPT
(N) Garage 444 s.f.
Total Lot Cooverage
Lot Coverage Percentage
Proposed:2,647 s.f. / 10,892 s.f. = 24%
Max Lot Coverage Allowed: 40%
Sheet Index
Project Directory
Owner:
116 Victoria Road
Burlingame, CA 94010
cell: (831) 246-3822
Architect
Richard Terrones
1103 Juanita Avenue
Burlingame, CA 94010
Voice:(650) 696-1200
Cell: (650) 759-1211
Fax: (650) 343-9685
Scope of Work
- Demo all existing structures
- Demo all landscaping
- Construct New House, detached Garage and ADU
- New site landscaping
New Single Unit Dwelling & ADU at
739 Laurel Ave
Burlingame, California
APN # 029-061-080
Project Location
739 Laurel Ave.
Indoor Air Quality and Exhaust
1.Exhaust fans that are ENERGY Star-compliant, ducted, and that terminate
outside the building will be provided in every bathroom. 2022 CGC 4.506.1
2.Unless functioning as a component of a whole-house ventilation system,
fans must be controlled by a humidistat. 2022 CGC 4.506.1
Environmental Comfort
The heating and air-conditioning system has been sized, designed, and have
their equipment selected using the following methods:
1.Heat Loss/Heat Gain values in accordance with ANSI/ACCA 2 Manual
J-2016 or equivalent;
2.Duct systems are sized according to ANSI/ACCA 1, Manual D-2016 or
equivalent;
3.Select heating and cooling equipment in accordance with ANSI/ACCA 3,
Manual S-2014 or equivalent. 2022 CGC 4.507
Installer Special Inspector Qualification: HVAC system installers will be trained
and certified in the proper installation of HVAC systems and equipment by a
recognized training/certification program per 2022 CGC 702.1. When required
by the enforcing agency, shall employ Special Inspectors. 2022 CGC 702.2
Verification: Upon request, verification of compliance w/ this code may include
construction documents, plans, specifications, builder/installer certification,
inspection reports, or other methods acceptable to the Building Div that show
substantial conformance w/ the 2022 Code requirements. 2022 CGC 703.1
Commencement of work by any Sub-contractor shall indicate a knowledge
and acceptance of all conditions described in the Documents or existing on
site which could affect their work.
All dimensions take precedent over scale. Where dimensions are not entirely
clear the Contractor shall notify the Architect and request clarification.
DRAWINGS SHALL NOT BE SCALED.
Moisture Protection During Construction
Should any special situations or climatic conditions occur during
construction the Owner, Contractor and Sub-contractors shall so notice and
implement any measures required to assure the protection of materials and
assemblies.
The Contractor shall take all necessary measures to protect new or existing
construction and materials from damage due to weather or any other
adverse conditions.
Any hidden conditions that require work to be performed beyond the scope
of the building permit issued for these plans may require further City
approvals including review by the Planning Commission
No existing tree over 48 inches in circumference at 54 inches from base of
tree may be removed without a Protected Tree Permit from the Parks
Division.
Any recycling containers, debris boxes or dumpsters for the construction
project shall be placed upon the private property, if feasible, as determined
by the Community Development Director
The project shall comply with the Construction and Demolition Debris
Recycling Ordinance which requires affected demolition, new construction
and alteration projects to submit a Waste Reduction and Recycling plan and
meet requirements; any partial or full demolition of a structure, interior or
exterior, shall require a demolition permit
Prior to scheduling the framing inspection the project architect or residential
designer, or another architect or residential design professional, shall
provide an architectural certification that the architectural details shown in
the approved design which should be evident at framing, such as window
locations and bays, are built as shown on the approved plans; architectural
certification documenting framing compliance with approved design shall be
submitted to the Building Division before the final framing inspection shall
be scheduled
Per SB 407 (2009), all non-compliant plumbing fixtures shall be replaced
with water conserving fixtures.
Tree Ordinance: This project is subject to the updated version of BMMC
11.06 (Ord. No. 2037, adopted 12-16-24) found at
http://ecode360.com/BU4910/laws/F2247021.pdf
Vicinity Map
Linden Ave.
Azalea Ave.Toyon Dr.Rollins Rd.
Lin
d
e
n
A
v
e.
L
a
u
rel
A
v
e.Laurel Ave.
M
a
p
el
A
v
e.
M o rre ll A v e .P ark Ave.W
in
c
h
e
ster
D
r Corbitt Dr.Francisco Dr.101
Carolan Ave.Ch
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a
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California Dr.O ak G ro ve Ave.Willborough Rd.
Crossway Rd.Far
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ngdon LnA
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82
Ansel Rd.
Alm
er Rd.B ellevue Ave.Floribunda Ave.Douglas Ave.Deferred Approvals
- New Fire Sprinkler System throughout new residence: House, Garage and
ADU
-Solar (P.V.) Panels
Structural Engineer
Sean Cheng
29300 Kohoutek Way
Union City, CA 94587
Voice:(510) 475-7900
Legend
#
#
#
Grid Number
Door Number
Keynote
Detail
Sheet Number
Section
Sheet Number
Interior Elevation
Sheet Number
New wood / framed wall
Object to be demolished
Line of object above
Fence line
Center line
New 1-Hour Rated Wall
#
Sht
Finished GradeF.G.
#
SHT
#
SHT
#
SHT
Planning Re-Submittal 02: 08/04/20251
Existing Building
Existing Building
Existing Building
Existing Building
Exi
st
i
ng Buil
di
ng22.99N62°31'26"W
53.53'
25.67
1 7 .9 1
22.45
22.4
6
26.91
26.81
2
6.88
27.1
6
2
7.1134.2333.98 25.6425.66
26.4127.8
5
28.0
9
28.8
5
29.3928.5028.45
2
3.1
3
2 2 .3 9
22.52 22.6722.6
4
22.64
23.49 24.01
23.6
1
24.2417.8417.8817.80
17.861 7 .9 5
18.8
8
1
8.1
5
18.15
18.16 19.1619.0723.2722.6521.782 0 .8 2
23.4123.4521.3319.42
1
8.04 17.951 7 .9 5
1 7 .9421.62 20.69
2
1.95
20.23
22.81
22.36
21.2517.9517.9
7
1 7 .9 8
18.0618.17
18 .81
19.24 18.5018.00
23.3223.3123.4223.41
2 3 .5 2
2
3
.5123.5323.51
23.2621.7418.17
1 7.8 8
18.0918.08
18.07 18.0717.9317.7217.711 7 .9 2
17.9618.01
18.02
18.20
17.81
17.67
1
7
.
5
3
1
7.3
617.481 7 .7 5
1 7 .8 3
17.7
5
1 7 .9 5 17.96
1 7 .9 8
18.00 17.99 17.9217.85
17.73
17.82
17.7417.6317.6720.9921.0521.012 1 .0 9
20.932
0.6
8
19.412 1 .5 2
20.71 2 0 .7 8
1 7 .9 8
1 7 .5 8
17.8119.862 2 .1 0
17.60
2
4.37 24.2530.2
6
1 7 .5 1
17.6
424.54 26.7927.2
5
2
6.7
325.5922.4520.60
2
0.4
6
20.3
3
20.3820.31
20.3
3
2 0 .4 6
20.4320.4
8
17.5217.3617.40
1 7 .4 6
17.27
1
7.6117.352
4.27
24.1
2
24.2724.3124.4
5 17.5820.2720.3420.3
2
19.681
7
.
7
3
20.5725.3822.7723.0922.901 7 .0 2 18.991 8 .7 4
1 8 .7 8
17.12 17.15
17.1817.1317.0424.45
2 4 .4 1
24.5924.282
0.5520.542
0
.
5
1
20.4427.14
27.03
29.6629.9830.7026.192 2 .1 8
17.12
17.14
17.1317.0017.0331.42 17.051
7
.
0
7
1 7 .0 5
1
7
.
1
1
1
6.94
1 7 .0 5
17.0417.04
26.06
25.92 24.922 3 .7 5
23.70
2 4 .1 7
24.1217.1817.23
22.62
17.94
1 7 .9 8
16.9924.3024.2423.46
23.65
2 3 .6 7
2 3 .7 2
22.81
16.68
21.60
2 5 .0 2
24.9925.48
25.14 22.8022.5322.31
24.87
2
4.30
23.99
23.9923.9619.67
19.79
1 9 .6 0
18.02
1 9 .0 9
18.61
18.6
2
18.6017.5817.281 7 .1 3
17.55
2
8.94 29.2328.6228.91
26.39
2
9.5328.2622.4719.751 8 .3 9
40.5317.52
1
7.3617.24
18.101 7 .5 1
17.3
4
17.35
17.28
17.3417.52
17.52
17.52
17.50 17.5017.37
17.34
17.35
17.3017.6517.6717.6517.1317.3717.3417.22
17.4017.42
1 7 .2 0
17.3117.2517.4817.4917.5318.1420.0520.6820.95
21.9521.95
21.95
1
7.67
17.9117.95
17.82 17.801
7
.
5
3
1 7 .4 4
17.68 17.0717.1617.3417.31
16.72
16.70
15.9
0
1 6 .7 0
1
7.0
4
17.34
1
7.32 1 7 .4 817.681 7 .4 2 1 7 .4 9
18.0917.3518.40 1 7 .5 8 1 7 .4 2
18.37
17.65
18.48
1
7
.
2
5
18.14 18.6018.6618.57
18.671
8.00
17.46
18.2517.19
18.1917.92
17.2316.991 7 .2 4
1
7
.
1
6
17.1117.1417.11 16.831 6 .7 9
17.68
17.2917.3517.411 7 .9 5
1
7.9217.85
17.7
9
17.92
1 7 .9 0 17.8117.8317.97
18.23 18.121
7.76
17.89
1
8.1
3
1 8 .1 3
17.93
18.2117.7918.0
517.9218.1618.11
1 8 .1 2
18.1918.2018.00
18.2718.24
1 8 .2 5 18.14
18.2217.841 7 .9 3
17.9217.7117.7917.9917.7217.99
17.7
8 17.8817.9517.9618.0317.86
17.8017.7417.5617.82
17.8117.8617.7617.901
7.4218.1718.01
17.90
18.05
17.97
17.5917.7918.0917.93
17.6
0
1
7.8317.4817.4217.37 17.2717.3017.351 7 .4 2
17.20
17.31 17.6917.29 17.2517.4
8 17.2917.411 7.0 4 17.21
17.18 17.231 7 .0 4
1 7 .2 2 16.971 6 .9 9 16.671 6 .8 5 1 6 .8 816.9 3 16.65
16.79
16.7516.8116.741
6.66 16.5216.50
17.04
1
7.80
17.631 7 .5 7
16.17
16.81
17.02
16.97
1 6 .9 1
16.24
16.381 6 .7 3
16.841 7 .3 1
17.7117.6917.7117.7417.8417.8317.82
17.85
17.7717.96
17.96
1 7 .1 617.37
17.67
17.151 7 .2 4
17.60
17.751
7
.
1
5 17.3017.2717.67
17.4017 .1617.3716.79
1 6 .9 616.7616.8316.7617.2017.4717.27
17.4416 .78
16.8417.271
6.74
16.9017.3016.6016.73
17.35 17.5417.1116.5016.641
8
.
1
6
17.9317.8 3
16.87 17.2917.1417.0517.031 6 .4 716.5916.9617.2
2
1 6 .7 8
16.99
1 7 .1 3
17.111 7 .1 517.1617.1417.03 1 6 .4 816.6016.51
17.01
16.91
16.63
1 7 .0 3
1
6
.
8
716.3116.481 6 .7 016.8 6
16.8816.60 16.6416.8316.3016.3816.1316.351
6.2
5 16.0716.7
4
16.5
1
16.64 1 6 .0 8
16.2416.321 6 .5 616.0316.2616.4116.551 6 .3 1 16.4316.0515.9716.4516.421
6.37
16.5616.6516.6316.3816.49
16.38
16.16
1
6.3
0
1
5.75
15.9117.1416.5516.5815.5816.2816.32 16.301
6.08
1
6.0816.061 5 .5 215.6615.8
716.0216.09
16.0916.0415.4815.6615.481
5.6
5
1
5.5
6 1 5 .4 5
16.0
2
15.8
9 15.3515.4815.79
1 5 .3 2 15.4017.32J
PC
W
C
C
W
W
C
C
C
C
O
L
M
1
2
X
1
2"
C
O
L
M
(T
Y
P)
P
A
TIO
C
O
V
E
R
A
B
O
V
E
S
W
S
W 4''
PI
PEC
O
L
M
(T
Y
P)
C
G
C
G
C
O
L
M
1
2
X
1
2"
C
O
L
M
(T
Y
P)
P
A
TIO
C
O
V
E
R
A
B
O
V
E
S
W
S
W 4''
PI
PEC
O
L
M
(T
Y
P)
C
G
C
GLaurel
AvenueRemove (E)
Residence
Remove (E)
Residence
#1
#3
#4
#5
#6
#8
#7
#15
#12#13#14
#9#10
#11
E
CO
#2
1" = 10'-0"1 Site Demolition Plan
(E) Concrete sidewalk
Remove (E) trees:
#9 - #11
Demo/Remove patio
and (E) pavers
Remove (E) trees:
#7 & #8
Demo (E) patio
Demo (E) conc. driveway
Demo (E) conc. walkway/
steps throughout
Demo (E) Electrical meter,
ref. site utility plan for new
location
Demo addition abv. ground
Demo (E) Sewer cleanout, ref. site
utility plan for new location
Remove (E) Trees: #3 - #6
Neighboring Trees, #12 - #15
are to remain - NO SCOPE
Tree Protection Fencing Type 1, as defined in
Kielty Arborist Services report, dated 8/1/25
Tree Protection Fencing Type 2, as
defined in Kielty Arborist Services
report, dated 8/1/25
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A1.1d
Site Plan: DemoDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
1.Topographic information used for design and represented in these
Documents has been obtained entirely from boundary and
topographic survey prepared by others. The Architect bears no
responsibility for accuracy of this information.
2.Existing finish grades shall be restored upon completion of
construction unless changes are specified in the Drawings.
3.The work zone limits are shown on the plans. The Contractor shall
confine all operations, including delivery of materials, to the Work
Zone unless explicit agreement has been made with the Owner.
4.Roadways shall be maintained clear of construction equipment and
materials at all times.
5.The Contractor shall notify all adjacent tenants and the Property
Owner on days when deliveries or other operations may impact
areas outside the Work Zone.
6.The contractor shall maintain a clean work site. Construction debris
and materials to be recycled shall be removed in a timely manner.
Construction equipment and materials awaiting installation shall be
stored in an orderly manner that reduces both damage to materials
and reduces the visual impacts of the work site to the surrounding
neighborhood.
7.Dust control measures shall be implemented as necessary. Measures
may include watering, application of ground treatments, placement
of rock and any other measure required to reduce or eliminate
excessive dust.
8.All tree protection fencing is to be installed prior to the
commencement of any construction.
Demo Site Notes
True NRef N
Existing Building
Existing Building
Existing Building22.99N62°31'26"W
53.53'
25.67
1 7 .9 1
2
2.45
22.46
26.91
26.81
26.88
27.16
27.1125.6425.66
26.4127.85
28.09
28.85
29.3
928.5028.45
2
3.1
3
2 2 .3 9
22.52 22.6722.64
22.6
4
23.49 24.01
23.61
24.2417.8417.8817.80
17.861 7 .9 5
18.88
1
8.1
5
18.15
18.1
6 19.1619.0723.2722.6521.7820 .8 2
23.4123.4521.3319.42
18.04 17.951 7 .9 5
1 7 .9421.62 20.6
9
21.95
20.23
22.8
1
22.36
21.2517.9517.97
1 7 .9 8
18.0618.17
18 .81
1
9.24 18.5018.00
23.3223.3123.4223.41
2 3 .5 2
23
.
5
123.5323.51
23.2621.7418.17
1 7.8 8
18.0918.08
18.07 18.0717.9317.7217.711 7 .9 2
17.9618.01
18.02
18.2
0
17.81
1
7.67
1
7
.
5
3
1
7.3
617.481 7 .7 5
1 7 .8 3
17.75
1 7 .9 5 1
7.96
1 7 .9 8
18.00 17.99 17.9217.85
17.73
17.82
17.7417.6317.6720.9921.0
521.012 1 .0 9
20.932
0.6
8
19.412 1 .5 2
20.71 2 0 .7 8
1 7 .9 8
1 7 .5 8
17.8119.862 2 .1 0
17.60
24.37 24.2530.26
1 7 .5 1
17.6424.54 26.7927.25
2
6.7
325.5922.4520.60
2
0.4
6
20.33
20.3820.31
20.33
2 0 .4 6
20.4320.48
17.5217.3617.40
1 7 .4 6
17.27
17.6
117.3524.27
24.12
2
4.2724.3124.45 17.5820.2720.3420.32
19.681
7
.
7
3
20.5725.3822.7723.0922.901 7 .0 2 18.991 8 .7 4
1 8 .7 8
1
7.12 17.15
17.1817.1317.0424.45
2 4 .4 1
24.5924.2820.5520.542
0
.
5
1
20.4427.14
27.03
29.6629.9830.7026.192 2 .1 8
17.12
17.14
17.1317.0017.0331.42 17.051
7
.
0
7
1 7 .0 5
1
7
.
1
1
16.94
1 7 .0 5
17.0417.04
2
6.06
25.9
2 24.922 3 .7 5
23.7
0
2 4 .1 7
24.1217.1817.23
22.62
17.94
1 7 .9 8
16.9924.3024.2423.46
23.65
2 3 .6 7
2 3 .7 2
22.81
16.6
8
21.60
2 5 .0 2
24.9925.48
25.14 22.8022.5322.31
24.87
24.30
2
3.99
23.9
923.9619.67
19.79
1 9 .6 0
18.02
1 9 .0 9
18.61
18.62
1
8.6017.5817.281 7 .1 3
1
7.55
28.94 29.2 328.6228.91
26.39
29.5
328.2622.4719.751 8 .3 9
40.5317.52
17.3
617.24
18.101 7 .5 1
17.34
17.35
17.28
17.3417.52
17.5
2
17.52
17.50 17.5017.37
17.34
17.35
17.3017.6517.6717.6517.1317.3717.3417.22
17.4017.42
1 7 .2 0
17.3117.2517.4817.4917.5318.1420.0520.6820.95
21.9521.95
21.9
5
17.67
17.9117.9
5
17.8
2 17.801
7
.
5
3
1 7 .4 4
17.68 17.0717.1617.3417.31
1
6.72
16.70
1 6 .7 0
1
7.0
4
17.34
17.3
2 1 7 .4 817.681 7 .4 2 1 7 .4 9
18.0917.3518.40 1 7 .5 8 1 7 .4 2
18.37
17.65
18.48
1
7
.
2
5
18.14 18.6018.6618.57
18.6718.00
17.46
18.2517.19
18.1917.92
17.2316.991 7 .2 4
1
7
.1
6
17.1117.1417.11 16.831 6 .7 9
17.6
8
17.2917.3517.411 7 .9 5
17.9
217.85
17.79
17.92
1 7 .9 0 17.8117.8317.97
18.23 18.1217.7
6
17.89
1
8.1
3
1 8 .1 3
17.93
18.2117.7918.0517.9218.1618.11
1 8 .1 2
18.1918.2018.00
18.2718.24
1 8 .2 5 18.14
18.2217.841 7 .9 3
17.9217.7117.7917.9917.7217.9
9
17.78 17.8817.9517.9618.0317.86
17.8017.7417.5617.8
2
17.8117.8617.7617.9017.4218.1718.0
1
1
7.90
18.05
17.97
17.5917.791
8.091
7.93
17.60
17.8317.4817.421
7.37 17.2717.3017.351 7 .4 2
17.20
17.3
1 17.6917.29 17.2517.48 17.2917.411 7.0 4 17.21
17.18 17.231 7 .0 4
1 7 .2 2 16.971 6 .9 9 16.671 6 .8 5 1 6 .8 816.9 3 16.65
16.79
16.7516.8116.7416.6
6 16.5216.50
1
7.04
17.80
17.631 7 .5 7
16.1
7
16.81
1
7.02
16.9
7
1 6 .9 1
1
6.24
16.381 6 .7 3
16.8417.7117.6917.7117.7417.8417.8317.82
17.85
17.7717.67 1 7 .2 4
17.60
17.751
7
.
1
5 17.3017.2717.67
17.4017 .1617.3716.79
1 6 .9 616.7616.8316.7617.2017.4717.27
17.4416 .78
16.8417.2716.7
4
16.9017.3016.6016.73
17.3
5 17.5417.1116.5016.641
8
.
1
6
17.9317.8 3
16.87 17.291
7.1417.0517.031 6 .4 716.5916.9617.22
1 6 .7 8
16.99
1 7 .13
17.111 7 .1 517.1617.1417.03 1 6 .4 816.6016.51
1
7.01
16.91
16.63
1 7 .0 3
1
6
.
8
716.3116.481 6 .7 016.8 6
16.8816.60 16.6416.8316.3016.3816.1316.351
6.2
5 16.0716.74
16.51
16.64 1 6 .0 8
16.2416.321 6 .5 616.0316.2616.4116.551 6 .3 1 16.4316.0515.9716.4516.4216.37
16.5616.6516.6316.3816.49
16.38
16.16
1
6.3
0
15.75
1
5.9117.1416.5516.5815.5816.2816.32 16.3016.0
8
16.0
816.061 5 .5 215.6615.8716.0216.09
16.0916.0415.4815.6615.481
5.6
5
1
5.5
6 1 5 .4 5
17.32E
X B
L
D
G
F
F
= 2
0.9
5'
E
X B
L
D
G
F
F
= 1
7.9
8'
JP
C
W
C
E
C
W
W
C
C
C
C
O
L
M
1
2
X
1
2"
C
O
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M
(T
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P)
RID
G
E
E
L
E
V
=
4
0.5
3'
RID
G
E
E
L
E
V
=
3
1.4
2'
P
A
TIO
C
O
V
E
R
A
B
O
V
E
S
W
S
W 4''
PI
PEC
O
L
M
(T
Y
P)
C
G
C
G
C
O
L
M
1
2
X
1
2"
C
O
L
M
(T
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P)
RID
G
E
E
L
E
V
=
4
0.5
3'
RID
G
E
E
L
E
V
=
3
1.4
2'
P
A
TIO
C
O
V
E
R
A
B
O
V
E
S
W
S
W 4''
PI
PEC
O
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M
(T
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P)
C
G
C
G
Driveway
Existing Building
Setback
Rear SetbackLaurel
Avenue (E) Fence to remain
CO
JP
(B lo c k A v e r a g e )
F ir s t F lo o r Replace all curbs, gutter, driveway and sidewalk frontingproperty. Note: Encroachment Permit will be required.EL 17.90',
for DHE
EL 17.20', for DHE
RT. SIDE AVG. EL FOR DHE: (16.52' + 22.46' / 2) = 19.49'
(E) street trees
to remain - see A1.1D
for tree protection
Fire Dept Access Path
Distance to ADU: +/- 277 ft
(See Application to CCFD for
Alternate Means of Protection)
4 '-0 "
A D U
S e t b a c k4'-0"side setbackEL 22.46', for DHE
W
ADU
F.F. El: 18.50'
Turf Play Area
Garage/
Shop
El @ back:
17.70'Slope@1/8" /FootEl @ front:
17.50'
Patio
F.F. El: 17.32'
Porch
F.F. El:
18.25'
House
F.F. El: 18.50'
EL: 18.25' at threshold
EL: 18.15' at step
Porch
Walkway
CLCLBinsExist
i
ng Buil
di
ng(2) 5"
Steps
(3) 5" Steps
Porch
CL
CL
CL
CL
CL
CLCL CLEL 16.52', for DHE
Patio
Setback
1'-6"Garage setbackRear 30% of LotRear 30% of LotPlay Structure
Planters
Permeable pavingDecomposed
granite pathBench
1" = 10'-0"1 Site Plan
1 9 '-4 "
F r o n t S e t b a c k15'-0 "
R e a r S e t b a c k 9'-6"Driveway±1 8 '-6 "
F r o n t S e t b a c k F r o m P .L
±7 '-8 "
F r o n t S e t b a c k F r o m P .L
12'-0"26'-0"16'-0"21'-0"62'-6"62'-0"18'-7"
8'-4"17'-6"
218.00'S 48°34'00"W
N48°34'00" E218.00'N62°30'02" W53.54'53.54'N 62°30'02"WBasi
s of Beari
ngs(2) 5"
Steps
Permeable
Permeable paving
11'-0"34'-0"5'-0"31'-0"15'-0"1 1 4 '-5 "
S e c o n d F lo o r S e t b a c k
Property Li
ne2 2 '-0 "
S e c o n d F lo o r S e t b a c k 2nd Fl
oor20'-0"
Minimum Gate Distance
Line of 2nd Floor above
(dashed)
Line of 2nd Floor above
(dashed)
EL 16.24', Top of Curb
EL 16.84', Top of Curb
AVG. T.O. Curb: (16.24' + 16.84' / 2) = 16.54'
9'W x 18'L parking space
(A d j . P r o p e r t y )
(A d j . P r o p e r t y )9'-6"DrivewayNOTE: There shall be no permanent structures (retaining
walls, fences, columns, mailbox, etc.) proposed or
constructed beyond the property line and into the public
right-of-way.Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A1.1
Site PlanDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
1.Topographic information used for design and represented in these
Documents has been obtained entirely from boundary and
topographic survey prepared by others. The Architect bears no
responsibility for accuracy of this information.
2.Design contours and drainage shown are schematic only and shall
not be taken to represent final grading and drainage plans.
3.Refer to Floor Plans and Sections for all dimensional information.
4.Existing landscaping shall be protected as required to prevent any
damage to plants and trees unless specified for removal in plans or
by Owner.
5.Existing finish grades shall be restored upon completion of
construction unless changes are specified in the Drawings.
6.The work zone limits are shown on the plans. The Contractor shall
confine all operations, including delivery of materials, to the Work
Zone unless explicit agreement has been made with the Owner.
7.Roadways shall be maintained clear of construction equipment and
materials at all times.
8.The Contractor shall notify all adjacent tenants and the Property
Owner on days when deliveries or other operations may impact
areas outside the Work Zone.
9.The contractor shall maintain a clean work site. Construction debris
and materials to be recycled shall be removed in a timely manner.
Construction equipment and materials awaiting installation shall be
stored in an orderly manner that reduces both damage to materials
and reduces the visual impacts of the work site to the surrounding
neighborhood.
10.Dust control measures shall be implemented as necessary. Measures
may include watering, application of ground treatments, placement
of rock and any other measure required to reduce or eliminate
excessive dust.
Site Notes
11.The minimum front setback requirement is 15'-0" to 1st floor and
20'-0" to 2nd floor, or the block average, whichever is greater.
12.Addresses and Numbers shall contrast with their background, shall
be min. of 1/2" stroke by 4" high. The power of such illumination
shall not be normally switchable. City of Burlingame Municipal Code
18.08.010
Legend
W
CO
Water Meter
Sewer Clean Out
E Electric Meter
B Backflow Preventer
Indicates Fire Dept.
Access Path
True NRef NPer the approved (AMP) from Central County
FIre District, the ADU shall include the following provisions:
1.ADU exterior walls shall be 1-hour fire rated construction, including
the following: (1) layer 5/8" Type 'X' Gyp at Interior, 3-coat
exterior cement plaster ("stucco") at exterior, +/- 7/8" thick
2.Fire Sprinkler System for ADU shall include all attic spaces,
crawlspaces, mechanical spaces, and include an increased density
for overall coverage.
3.Glazing for all ADU windows shall be double-paned, with 1 pane
either tempered, or 20 minute rated.
4.
CCFD Alternate Means of Protection
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A1.2
Utility PlanDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
Existing Building
Existing Building
Existing Building22.99N62°31'26"W
53.53'
25.67
1 7 .9 1
2
2.45
22.46
26.91
26.81
26.88
27.16
27.1125.6425.66
26.4127.85
28.09
28.85
29.3
928.5028.45
2
3.1
3
2 2 .3 9
22.52 22.6722.64
22.6
4
23.49 24.01
23.61
24.2417.8417.8817.80
17.861 7 .9 5
18.88
1
8.1
5
18.15
18.1
6 19.1619.0723.2722.6521.7820 .8 2
23.4123.4521.3319.42
18.04 17.951 7 .9 5
1 7 .9421.62 20.6
9
21.95
20.23
22.8
1
22.36
21.2517.9517.97
1 7 .9 8
18.0618.17
18 .81
1
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23.3223.3123.4223.41
2 3 .5 2
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5
123.5323.51
23.2621.7418.17
1 7.8 8
18.0918.08
18.07 18.0717.9317.7217.711 7 .9 2
17.9618.01
18.02
18.2
0
17.81
1
7.67
1
7
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5
3
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617.481 7 .7 5
1 7 .8 3
17.75
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18.00 17.99 17.9217.85
17.73
17.82
17.7417.6317.6720.9921.0
521.012 1 .0 9
20.932
0.6
8
19.412 1 .5 2
20.71 2 0 .7 8
1 7 .9 8
1 7 .5 8
17.8119.862 2 .1 0
17.60
24.37 24.2530.26
1 7 .5 1
17.6424.54 26.7927.25
2
6.7
325.5922.4520.60
2
0.4
6
20.33
20.3820.31
20.33
2 0 .4 6
20.4320.48
17.5217.3617.40
1 7 .4 6
17.27
17.6
117.3524.27
24.12
2
4.2724.3124.45 17.5820.2720.3420.32
19.681
7
.
7
3
20.5725.3822.7723.0922.901 7 .0 2 18.991 8 .7 4
1 8 .7 8
1
7.12 17.15
17.1817.1317.0424.45
2 4 .4 1
24.5924.2820.5520.542
0
.
5
1
20.4427.14
27.03
29.6629.9830.7026.192 2 .1 8
17.12
17.14
17.1317.0017.0331.42 17.051
7
.
0
7
1 7 .0 5
1
7
.
1
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16.94
1 7 .0 5
17.0417.04
2
6.06
25.9
2 24.922 3 .7 5
23.7
0
2 4 .1 7
24.1217.1817.23
22.62
17.94
1 7 .9 8
16.9924.3024.2423.46
23.65
2 3 .6 7
2 3 .7 2
22.81
16.6
8
21.60
2 5 .0 2
24.9925.48
25.14 22.8022.5322.31
24.87
24.30
2
3.99
23.9
923.9619.67
19.79
1 9 .6 0
18.02
1 9 .0 9
18.61
18.62
1
8.6017.5817.281 7 .1 3
1
7.55
28.94 29.2 328.6228.91
26.39
29.5
328.2622.4719.751 8 .3 9
40.5317.52
17.3
617.24
18.101 7 .5 1
17.34
17.35
17.28
17.3417.52
17.5
2
17.52
17.50 17.5017.37
17.34
17.35
17.3017.6517.6717.6517.1317.3717.3417.22
17.4017.42
1 7 .2 0
17.3117.2517.4817.4917.5318.1420.0520.6820.95
21.9521.95
21.9
5
17.67
17.9117.9
5
17.8
2 17.801
7
.
5
3
1 7 .4 4
17.68 17.0717.1617.3417.31
1
6.72
16.70
1 6 .7 0
1
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17.34
17.3
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18.0917.3518.40 1 7 .5 8 1 7 .4 2
18.37
17.65
18.48
1
7
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2
5
18.14 18.6018.6618.57
18.6718.00
17.46
18.2517.19
18.1917.92
17.2316.991 7 .2 4
1
7
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6
17.1117.1417.11 16.831 6 .7 9
17.6
8
17.2917.3517.411 7 .9 5
17.9
217.85
17.79
17.92
1 7 .9 0 17.8117.8317.97
18.23 18.1217.7
6
17.89
1
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1 8 .1 3
17.93
18.2117.7918.0517.9218.1618.11
1 8 .1 2
18.1918.2018.00
18.2718.24
1 8 .2 5 18.14
18.2217.841 7 .9 3
17.9217.7117.7917.9917.7217.9
9
17.78 17.8817.9517.9618.0317.86
17.8017.7417.5617.8
2
17.8117.8617.7617.9017.4218.1718.0
1
1
7.90
18.05
17.97
17.5917.791
8.091
7.93
17.60
17.8317.4817.421
7.37 17.2717.3017.351 7 .4 2
17.20
17.3
1 17.6917.29 17.2517.48 17.2917.411 7.0 4 17.21
17.18 17.231 7 .0 4
1 7 .2 2 16.971 6 .9 9 16.671 6 .8 5 1 6 .8 816.9 3 16.65
16.79
16.7516.8116.7416.6
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1
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17.80
17.631 7 .5 7
16.1
7
16.81
1
7.02
16.9
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1 6 .9 1
1
6.24
16.381 6 .7 3
16.8417.7117.6917.7117.7417.8417.8317.82
17.85
17.7717.67 1 7 .2 4
17.60
17.751
7
.
1
5 17.3017.2717.67
17.4017 .1617.3716.79
1 6 .9 616.7616.8316.7617.2017.4717.27
17.4416 .78
16.8417.2716.7
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17.3
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8
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17.9317.8 3
16.87 17.291
7.1417.0517.031 6 .4 716.5916.9617.22
1 6 .7 8
16.99
1 7 .13
17.111 7 .1 517.1617.1417.03 1 6 .4 816.6016.51
1
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16.91
16.63
1 7 .0 3
1
6
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716.3116.481 6 .7 016.8 6
16.8816.60 16.6416.8316.3016.3816.1316.351
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16.51
16.64 1 6 .0 8
16.2416.321 6 .5 616.0316.2616.4116.551 6 .3 1 16.4316.0515.9716.4516.4216.37
16.5616.6516.6316.3816.49
16.38
16.16
1
6.3
0
15.75
1
5.9117.1416.5516.5815.5816.2816.32 16.3016.0
8
16.0
816.061 5 .5 215.6615.8716.0216.09
16.0916.0415.4815.6615.481
5.6
5
1
5.5
6 1 5 .4 5
17.32E
X B
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= 2
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X B
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JP
C
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C
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1
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1
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C
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(T
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RID
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=
4
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RID
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V
=
3
1.4
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P
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(T
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RID
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RID
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1" = 10'-0"1 Utility Plan
218.00'S 48°34'00"W
N48°34'00" E218.00'
Driveway
Existing Building
Rear SetbackLaur
el
Avenue53.54'N 62°30'02"WBasi
s of Beari
ngsJP
(B lo c k A v e r a g e )Replace all curbs, gutter, driveway and sidewalk frontingproperty.Note: Encroachment Permit will be required.4'-0"side setbackW
ADU
F.F. El: 18.50'
Patio
F.F. El: 17.32'
Porch
F.F. El:
18.25'
House
F.F. El: 18.50'
Porch
Walkway
BinsExist
i
ng Buil
di
ngPorch
CO
B
JP
CW
CW CW CW
(E) Water meter location
(N) Sanitary Sewer clean
out to remain
SSSSSS
(N) 4" Sanitary Sewer line and
WYE to main, Plug all existing
sanitary sewer lateral
connections.
SSSSSSSSSSSS
B
CO
Elec. Distribution Panel,
Main House
Elec. Distribution
Panel, ADU
E
ECW EEEEEEEEEEEEEEEEEEEEEEEE
EEEEE E E E E E E E E E E E E E E E E E E E
ECWCWCWCW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW
CWCWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSSSSH ADUG
Elec. Districbution
Panel, Garage
Garage/Shop
Turf Play Area
(3) New Main Electrical Panels
& Meters. Coordinate with
PG&E for (N) services
(N) Sewer line extended
to ADU
(E) Joint pole(N) Underground
electrical line to Garage
and ADU
(N) Domestic water line
extended to and ADU
1 9 '-4 "
F r o n t S e t b a c k15'-0 "
R e a r S e t b a c k
±1 8 '-6 "
F r o n t S e t b a c k F r o m P .L
±7 '-8 "
F r o n t S e t b a c k F r o m P .L
12'-0"26'-0"16'-0"21'-0"62'-6"62'-0"18'-7"
4 '-0 "
A D U
S e t b a c k
E E E G
G
N62°30'02" W53.54'Play Structure
Planters
BenchSSSS(E) Sewer main 11'-0"34'-0"5'-0"Public Work Notes
1.Any work in the City right-of-way, such as street, sidewalk area,
public easements, utility easements, or use of the right-of-way such
as placement of debris box or construction parking is required to
obtain an Encroachment Permit prior to starting work. For
requirements related to issuance of City Encroachment Permit, visit
the City of Burlingame website. Work without the benefit of an
encroachment permit will be charged double the permit fee. It is the
applicant's responsibility to obtain all required permits. Porta potty's
are not allowed to be placed in the City right-of-way.
2.All work within City right-of-way shall comply with City Standards
and Details. Standard Details are available at the City of Burlingame
website.
3.Public Work Construction hours in the City Public right-of-way are
limited to weekdays and non-City Holidays between 8am and 5pm.
This includes construction hauling. If applicant / contractor wishes to
work beyond the normal construction hours, a waiver of working hour
may be submitted to the public works department ten (10) days in
advance for review and approval by public works and building
department.
4.Per Municipal Code section 18.08.090, no storm water or
underground water draining from any lot, building, or paved area
shall be allowed to drain to adjacent properties nor shall this water
be connected to the City's sanitary sewer system. Regardless of the
slope of the source property, such water shall drain to either artificial
or natural storm drainage facilities by gravity or pumping.
5.All water line connections to City water mains for services or fire line
protection are to be installed per City standard procedures and
material specifications. Contact City Water Department for connection
fees. If required, all fire services and services 2" and over will be
installed by builder. All underground fire service connections shall be
submitted as separate Underground Fire Service permit for review and
Fire Division Notes
1.Provide a fire sprinkler system throughout building. Fire sprinkler
plans shall be submitted under seperate permit through the fire
department for approval prior to instalation.
2.Minimum water meter size shall accomadate both domestic and
fire sprinkler system demand totals.
3.Fire flow shall meet fire requirements of California Fire Code
Apendix B. Fire flow for residential buildings less than 3600 sq.ft
shall be provided at 1,000 gpm unless protection by an
automatic fire sprinkler system then it may be reduced by 50%
contact Burlingame Engineering Department.
approval.
6.Sewer Backwater Protection Certification is required for the
installation of any new sewer fixture per Ordinance No. 1710. The
Sewer Backwater Protection Certificate is required prior to the
issuance of Building Permit and the backwater device must be placed
on private property.
7.The sanitary sewer lateral (building sewer) shall be tested per
Ordinance Code Chapter 15.12. A encroachment permit for the Sewer
Lateral Test is required. A PASSED sewer lateral test certificate must
be in place prior to final of Building Permit.
8.The sanitary sewer lateral from the accessory dwelling unit shall be
connected to the existing lateral on private property side per
municipal code 15.08.050, no sublateral to the main sewer is
permitted.
9.The project shall comply with the City's NPDES permit requirements
to prevent storm water pollution. All construction work shall be done
in accordance with the most current APWA-AGC Standard
Specifications for Public Works Construction, the California
Stormwater Quality Association's Stormwater Best Management
Practice Handbook, and the City of Burlingame Stormwater
Management and Discharge Control Ordinance (Municipal Code
Chapter 15.14). A copy of the Stormwater Construction Best
Management Practices can be found at http://www.flowstobay.org
Upon completion of the work, all stormwater protection measures
shall be entirely removed and the right of way shall be left in as
presentable a condition as existed before work started. Please be
aware that during winter months (October 15th to April 15th)
applicant c/contractor are responsible to remove projects stormwater
inlet protection devices (sandbags/filters/etc.) in the public right of
way to prevent flooding during rain events, and reinstall devices once
the rain event ends. All private property stormwater protection
measures must be protected and repaired after each rain event.
10.All debris/garbage containers location shall be on property. In a
situation where that is not possible, an encroachment permit is
required from Public Works Department for placing debris/garbage
containers in public right-of-way. No wet garbage fluid shall enter
public right-of-way or the storm drain system.
11.It is the responsibility of the owner and/or contractor to notify
Underground Service Alert (USA) at least 48 hours before the start of
any excavation work.
12.No permanent structures (retaining walls, fences, columns, mailboxes,
etc.) shall be built beyond the property line and into the public
right-of-way.
13.The design and installation of the fire service line shall follow City of
Burlingame Water System Standard Specifications and Standard
Drawings and directions from the Water Yard.
14.Based on the scope of work, this is a “Type I” project that requires a
Stormwater Construction Pollution Prevention Permit. This permit is
required prior to issuance of a Building Permit. An initial field
inspection is required prior to the start of any construction (on
private property or in the public right-of-way).
15.For projects in the Burlingame Plaza, Broadway, and the Burlingame
downtown districts; construction in the public right-of-way is
prohibited during the holiday shopping moratorium period, from first
Saturday of November through the first Saturday after new years day.
16.For downtown Burlingame Avenue projects, per City of Burlingame
municipal code 12.05, any work within the public right of way shall
require approval from the public works department and sjhall comply
with the following special conditions, specifications, details, and
constructions moratorium.
17.For projects facing El Camino Real: Any work in the caltrans right of
way, such as street and sidewalk area is required to obtain an
encroachment permit from Caltran prior to start of work. It is the
applicants responsibility to obtain all required permits.
18.For new single family or substantial remodels (greater than 50%
remodel/ addition): show on the site plan - (1) Replacement of all
curb, gutter, driveway and sidewalk fronting site, (2) plug all existing
sewer lateral connections and install new 4" or 6" lateral to sewer
main including wye, (3) new water service to water meter, and when
applicable, (4) water lines above 2" and all fire services of any size
are to be installed by applicant and per city standard procedures and
specifications.
20.For remodel projects (less than 50% remodel) All damaged and
displaced curbs, gutter, sidewalks and driveway approach fronting site
must be replaced prior to final of building permit. A pre inspection by
public works of the condition of the sidewalk is recommended, but
not required. However if a pre-inspection is not conducted, the
applicant / contractor waives the right to contest the limits of the
repairs caused by the construction activities.
21.Front landscape (hardscape) improvements that are not shown on the
plans, this will be subject to a public works inspection prior to
building permit final to confirm that no encroachment existing beyond
the property line.
Legend
W
CO
Water Meter
Sewer Clean Out
E Electric Meter
B Backflow Preventer for Fire Service
CW CW Cold Water Line
SS SS SSSanitary Sewer Line
E E EElectric Line (underground)
Electric Line (over head)
G G GGas Line
True NRef N
Impervious Area
Location Description Area
House, Porch Roof Surface Area,
Uncovered Porch Area and
Steps
2,296 s.f.
ADU, Porch 690 s.f.
Sidewalk & CurbOff-site
(32.6% of 11,553 s.f. total
project area)
345 s.f.
Roof Surface AreaGarage 436 s.f.
Existing Building
Existing Building
Existing Building
Existing Building
Exi
st
i
ng Buil
di
ng22.99N62°31'26"W
53.53'
25.67
1 7 .9 1
2
2.45
22.46
26.91
26.81
26.88
27.16
27.1125.6425.66
26.4127.85
28.09
28.85
29.3
928.5028.45
2
3.1
3
2 2 .3 9
22.52 22.6722.64
22.6
4
23.49 24.01
23.61
24.2417.8417.8817.80
17.861 7 .9 5
18.88
1
8.1
5
18.15
18.1
6 19.1619.0723.2722.6521.7820 .8 2
23.4123.4521.3319.42
18.04 17.951 7 .9 5
1 7 .9421.62 20.6
9
21.95
20.23
22.8
1
22.36
21.2517.9517.97
1 7 .9 8
18.0618.17
18 .81
1
9.24 18.5018.00
23.3223.3123.4223.41
2 3 .5 2
23
.
5
123.5323.51
23.2621.7418.17
1 7.8 8
18.0918.08
18.07 18.0717.9317.7217.711 7 .9 2
17.9618.01
18.02
18.2
0
17.81
1
7.67
1
7
.
5
3
1
7.3
617.481 7 .7 5
1 7 .8 3
17.75
1 7 .9 5 1
7.96
1 7 .9 8
18.00 17.99 17.9217.85
17.73
17.82
17.7417.6317.6720.9921.0
521.012 1 .0 9
20.932
0.6
8
19.412 1 .5 2
20.71 2 0 .7 8
1 7 .9 8
1 7 .5 8
17.8119.862 2 .1 0
17.60
24.37 24.2530.26
1 7 .5 1
17.6424.54 26.7927.25
2
6.7
325.5922.4520.60
2
0.4
6
20.33
20.3820.31
20.33
2 0 .4 6
20.4320.48
17.5217.3617.40
1 7 .4 6
17.27
17.6
117.3524.27
24.12
2
4.2724.3124.45 17.5820.2720.3420.32
19.681
7
.
7
3
20.5725.3822.7723.0922.901 7 .0 2 18.991 8 .7 4
1 8 .7 8
1
7.12 17.15
17.1817.1317.0424.45
2 4 .4 1
24.5924.2820.5520.542
0
.
5
1
20.4427.14
27.03
29.6629.9830.7026.192 2 .1 8
17.12
17.14
17.1317.0017.0331.42 17.051
7
.
0
7
1 7 .0 5
1
7
.
1
1
16.94
1 7 .0 5
17.0417.04
2
6.06
25.9
2 24.922 3 .7 5
23.7
0
2 4 .1 7
24.1217.1817.23
22.62
17.94
1 7 .9 8
16.9924.3024.2423.46
23.65
2 3 .6 7
2 3 .7 2
22.81
16.6
8
21.60
2 5 .0 2
24.9925.48
25.14 22.8022.5322.31
24.87
24.30
2
3.99
23.9
923.9619.67
19.79
1 9 .6 0
18.02
1 9 .0 9
18.61
18.62
1
8.6017.5817.281 7 .1 3
1
7.55
28.94 29.2 328.6228.91
26.39
29.5
328.2622.4719.751 8 .3 9
40.5317.52
17.3
617.24
18.101 7 .5 1
17.34
17.35
17.28
17.3417.52
17.5
2
17.52
17.50 17.5017.37
17.34
17.35
17.3017.6517.6717.6517.1317.3717.3417.22
17.4017.42
1 7 .2 0
17.3117.2517.4817.4917.5318.1420.0520.6820.95
21.9521.95
21.9
5
17.67
17.9117.9
5
17.8
2 17.801
7
.
5
3
1 7 .4 4
17.68 17.0717.1617.3417.31
1
6.72
16.70
1 6 .7 0
1
7.0
4
17.34
17.3
2 1 7 .4 817.681 7 .4 2 1 7 .4 9
18.0917.3518.40 1 7 .5 8 1 7 .4 2
18.37
17.65
18.48
1
7
.
2
5
18.14 18.6018.6618.57
18.6718.00
17.46
18.2517.19
18.1917.92
17.2316.991 7 .2 4
1
7
.1
6
17.1117.1417.11 16.831 6 .7 9
17.6
8
17.2917.3517.411 7 .9 5
17.9
217.85
17.79
17.92
1 7 .9 0 17.8117.8317.97
18.23 18.1217.7
6
17.89
1
8.1
3
1 8 .1 3
17.93
18.2117.7918.0517.9218.1618.11
1 8 .1 2
18.1918.2018.00
18.2718.24
1 8 .2 5 18.14
18.2217.841 7 .9 3
17.9217.7117.7917.9917.7217.9
9
17.78 17.8817.9517.9618.0317.86
17.8017.7417.5617.8
2
17.8117.8617.7617.9017.4218.1718.0
1
1
7.90
18.05
17.97
17.5917.791
8.091
7.93
17.60
17.8317.4817.421
7.37 17.2717.3017.351 7 .4 2
17.20
17.3
1 17.6917.29 17.2517.48 17.2917.411 7.0 4 17.21
17.18 17.231 7 .0 4
1 7 .2 2 16.971 6 .9 9 16.671 6 .8 5 1 6 .8 816.9 3 16.65
16.79
16.7516.8116.7416.6
6 16.5216.50
1
7.04
17.80
17.631 7 .5 7
16.1
7
16.81
1
7.02
16.9
7
1 6 .9 1
1
6.24
16.381 6 .7 3
16.8417.7117.6917.7117.7417.8417.8317.82
17.85
17.7717.67 1 7 .2 4
17.60
17.751
7
.
1
5 17.3017.2717.67
17.4017 .1617.3716.79
1 6 .9 616.7616.8316.7617.2017.4717.27
17.4416 .78
16.8417.2716.7
4
16.9017.3016.6016.73
17.3
5 17.5417.1116.5016.641
8
.
1
6
17.9317.8 3
16.87 17.291
7.1417.0517.031 6 .4 716.5916.9617.22
1 6 .7 8
16.99
1 7 .13
17.111 7 .1 517.1617.1417.03 1 6 .4 816.6016.51
1
7.01
16.91
16.63
1 7 .0 3
1
6
.
8
716.3116.481 6 .7 016.8 6
16.8816.60 16.6416.8316.3016.3816.1316.351
6.2
5 16.0716.74
16.51
16.64 1 6 .0 8
16.2416.321 6 .5 616.0316.2616.4116.551 6 .3 1 16.4316.0515.9716.4516.4216.37
16.5616.6516.6316.3816.49
16.38
16.16
1
6.3
0
15.75
1
5.9117.1416.5516.5815.5816.2816.32 16.3016.0
8
16.0
816.061 5 .5 215.6615.8716.0216.09
16.0916.0415.4815.6615.481
5.6
5
1
5.5
6 1 5 .4 5
17.32E
X B
L
D
G
F
F
= 2
0.9
5'
E
X B
L
D
G
F
F
= 1
7.9
8'
JP
C
W
C
E
C
W
W
C
C
C
C
O
L
M
1
2
X
1
2"
C
O
L
M
(T
Y
P)
RID
G
E
E
L
E
V
=
4
0.5
3'
RID
G
E
E
L
E
V
=
3
1.4
2'
P
A
TIO
C
O
V
E
R
A
B
O
V
E
S
W
S
W 4''
PI
PEC
O
L
M
(T
Y
P)
C
G
C
G
C
O
L
M
1
2
X
1
2"
C
O
L
M
(T
Y
P)
RID
G
E
E
L
E
V
=
4
0.5
3'
RID
G
E
E
L
E
V
=
3
1.4
2'
P
A
TIO
C
O
V
E
R
A
B
O
V
E
S
W
S
W 4''
PI
PEC
O
L
M
(T
Y
P)
C
G
C
G
1" = 10'-0"1 Storm Water Management Plan
Setback
Rear Setback1 9 '-4 "
F r o n t S e t b a c k15'-0 "
R e a r S e t b a c k 9'-0"Driveway±1 8 '-6 "
F r o n t S e t b a c k F r o m P .L
±7 '-8 "
F r o n t S e t b a c k F r o m P .L
(B lo c k A v e r a g e )
Turf Play Area Patio Walkway
Bins
Patio
Setback
Play Structure
Planters
Permeable
pavers
Decomposed
granite path 2'-0"33'-6"(N) Sidewalk and curb
Imp. Area:
345 s.f.
Porch
Porch
Bench218.00'S 48°34'00"W
N48°34'00" E218.00'53.54'N 62°30'02"WBasi
s of Beari
ngsN62°30'02" W53.54'Driveway
House, Porch
Imp. Area:
2,296 s.f.
ADU, Porch
Imp. Area:
690 s.f.
Garage
Imp. Area:
436 s.f.
SDSDSD
SDSD12" dia. by 5' deep dry
well line w/ filter fabric
and fill w/ 3/4" drain
rock
Connect downspouts
to a 12" dia drywell
in planting area
Permeable pavers
Permeable pavers
Permeable pavers
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDS
DS DS
DS
DS
DS
DS
DSDS
DS
Roof Surface Area,
Uncovered Porch Area and
Steps
Impervious Surface
Pervious Paving, D.G.True NRef NChristensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A1.3
Storm Water Management
PlanDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
Legend
Downspout: Drains into Landscape
Planting Areas *
Storm Water Mitigation Measures:
1. All downspouts shall drain to planting areas.
2. Any new paving shall be sloped to drain into
planting areas.
3. No drainage shall flow to adjacent properties.
4. Construct driveway and walkways with permeable
pavement - see Permeable Pavement Detail
Roof Drainage:
1. Downspouts are shown on Proposed Utility Plan as
well as the Roof Plan.
2. All Downspouts shall either drain to Landscape
Planting Areas, with splash blocks, or to drywell as
shown.
3. All Landscape Planting Areas shall be sloped with
sufficient grade to maintain drainage within the
Property.
DS
N.T.S2Permeable Paving
Typ. No. 8, 89 or 9 aggregate in
openings
Concrete pavers min. 3 1/8 in.
thick (for vehicular traffic)
Curb / edge resistant with
cut-outs for overflow drainage
Bedding course 11/2 to 2 in. thick,
typ. (No. 8 aggregate)
4 in. Thick No. 57 stone open
graded base
Geotextile on top and sides of
subbase under/beyond curb
Min. 6 in. thick No. 2 stone
subbase
Soil subgrade
Notes:
1.2 3/8in. thick pavers may be used in pedestrian and residential
applications.
2.No. 2 stone subbase thickness varies with design
3.No. 2 stone may be substituted w/ No. 3 or No. 4 stone15"6'
(Driveway, Patios, Walkways)
SD SD Storm Drain Line Refer to A1.4 for Stormwater Checklist for
Small Projects
Note: All planting areas where DS's discharge shall be
graded to slope to site, 2% min and away from adjacent
properties.
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A1.4
City Details
Alternate Means of
ProtectionDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
1.
TYPICAL RESIDENTIAL WATER SERVICE DETAIL
(WITH FIRE SYSTEM)
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A1.5
Block Average CalculationsDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
Block Average Calcs.
Address Distance Description
707 Laurel
711 Laurel
715 Laurel
721 Laurel
723 Laurel
725 Laurel
159'-10" / 8 = 19'-4" (N) Front SetbackTotal:
Note:
The R1 zoning district requires the front setback line for any new structure
to be the average of the actual front setback of such existing structures,
including the existing structure on the subject property, located on the same
side of the same block, if such average exceeds 15 feet. The measurment
shall be taken from the front property line to the nearest wall or covered
projection of any existing structures.
Excluded from the average front setback calculation shall be corner lots and
the least and greatest existing front setbacks. For blocks that contain fewer
than five parcels, the average front setback shall be based on the interior
lots.
L a u r e l A v e .Property line refer
to Site Plan
(E) Concrete sidewalk
Project location
739
Corner lot not included
in calculations
751
(Corner not included)
900
(Corner not included)
735731727725723719715711707
Corner lot not included
in calculations ± 21'-5"± 21'-4"± 23'-6"± 16'-6"± 20'-4"± 23'-0"± 19'-6"± 14'-6"± 18'-6"± 13'-6"Greatest existing front setback
not included in calculations
Least existing front setback
not included in calculations
727 Laurel
731 Laurel
735 Laurel
739 Laurel Project address, least existing front
setback (not used)
21'-5"
21'-4"
23'-6"
16'-6"
20'-4"
23'-0"
19'-6"
14'-6"
18'-6"
13'-6"
Greatest existing front setback (not
used)
queen: 60x80
1/4" = 1'-0"1 Main House - First Floor Plan
Parlor
1
2
3
4
5
6
7
8
9
18
x
17
16
15
14
13
12
11
10
Mud Rm
Bdrm #4Closet
Pwdr Closet
Office
Pantry
Prep
BA #3
Kitchen
Fam Rm Dining
Front
Porch
Rear
Porch
Up
62'-0"
12'-0"
2'-3"
5'-6"7'-6"9'-0"9'-6"18'-6"32'-0"13'-0"19'-0"13'-0"4'-0"62'-0"
14'-0"11'-0"12'-0"6'-6"18'-6"32'-0"14'-0"14'-0"4'-0"1
A5.1
1
A5.1
3.3 6.11 3.1 8.1 11.4 3.3 8.2 3.1 1.1 5.1
Line of roof overhang above
Utility Door,
below Landing
5.1
6.11
3.1
3.3
8.1
Typ.
6.11
w/ Tile
Typ.
8.4
6.5
6.9
6.6
15.1
15.1
6.5
15.1
6.8
6.8
6.11 6.6 6.5 8.1 15.1 11.2 15.1 6.6 6.5 6.9 15.1 15.1 6.5 15.1 8.1
Typ.Typ.
1.1
6.5
6.6
6.5
11.1
6.6
1.1
6.5
1.1
8.2
A A
E
1
1
2
2
3
3
4
4
5
5
D D
6
6
7
7
8
8
B B
H H
G G
C C
F F
2
A4.1
1
A4.1
2
A4.2
1
A4.2
CMU Seat Walls, plaster
finish, with precast
concrete caps 2'-0"1'-0"1'-0"R
Slope 1/8" per ft.Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A2.1
Main House First Floor PlanDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
Coordinate in Field w/ Architect for all trims, fixtures & accessories not
shown, and for critical alignments of openings, trims and millwork.
All dimensions given take precedence over scale. Contractor shall not scale
drawings to determine dimensions without consulting with the Architect.
Incorrect dimensions and resulting construction deficiencies due to scaling
of Documents by the Contractor are the Contractor's responsibility and
required corrections will be performed at the Contractor's expense.
Critical alignments may occur between items installed by different trades.
Contractor to note all such items and notify affected trades. Subcontractors
shall review Documents and identify all such items that affect their work in
any way. Contractor shall review all dimensions for accuracy prior to
construction.
Dimensions given are to face of stud unless otherwise noted. Variations
include:
C : Centerline
FOF: Face of Finish
Contractor to coordinate framing to accommodate recessed fixtures and
other items with critical locations.
Repeating items or assemblies may not be noted or dimensioned at all
locations where repetition is obvious.xx
Refer structural details for location of special floor and wall framing, special
connections.
Adhesives, sealants, and caulks used xxxxon the project shall follow local
and regional air polution or air quality management district standards. 2022
CGC sec 4.504.2.1
Exterior bearing walls less than five feet from the property line will be built
of one-hour fire-rated construction. 2022 CRC Table R302.1(1) § or 2022
CBC, Table 602)
Provide positive drainage for all roof surfaces. Provision shall be tested by
application of water at all areas.
Roof shall be installed per Roof Manufacturer's standards such that all
warranties are maintained. Contractor shall note any conflicts between Roof
manufacturer's instructions and requirements of these drawings.
Roofing substrate, base sheets and any installed components shall be fully
protected from subsequent construction activities until completion of
project. Contractor shall provide temporary protection for all roof
components where subsequent work may occur.
Contractor shall protect all roof components from exposure to sunlight
where such exposure may damage materials. Installation of felts or base
sheets shall be covered immediately by either subsequent roof layers or
protective materials to avoid exposure to sun or general drying of materials.
Contractor shall fully seal all roof penetrations per roof manufacturer's
specifications. Provide flashing, counter flashing, coping and reglets as
necessary to ensure positive drainage across all surfaces. Gutters shall be
fully soldered.
Fire sprinkler plans shall be submitted under separate permit through the
fire department for approval prior to installation.
Floor Plan Notes
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Carriage Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Mechanical/Plumbing Equipment, ref. MEP Plans 15.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Base Cabinet6.5
Line of Upper Cabinet6.6
Pre-cast Stone Coping9.4
Closet Shelving6.8
Laundry/Appliance
Built-Ins Cabinet (dresser/bench/desk/media cabinets)6.9
Full Height Cabinet6.7
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Floor Plan Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
True NRef N
queen: 60x80
queen: 60x80
king: 76x80
1/4" = 1'-0"1 Main House - Second Floor Plan
Bdrm #2
Bdrm #3
HallLoft
BA #2
Linen
BA #1
Closet #1
Closet #2
Bdrm #1
Attic
Attic
Sun Room
Attic
Laundry
Clos.
Clos.
Dn
62'-0"
15'-6"
2'-3"
9'-6"7'-8"17'-4"3'-0"32'-0"3'-0"7'-0"6'-2"7'-0"10'-0"62'-0"
9'-6"6'-8"9'-2 1/2"3'-5 1/2"12'-4"32'-0"10'-9"10'-9"10'-6"2'-6"9'-0"3'-0"3'-0"3'-0"3'-0"2'-6"17'-10"
1
A5.1
1
A5.1
15.1 15.17.1 7.1 3.3 8.2 3.1
5.1
7.1
11.3
Below
15.1
7.1 6.8 1.1 7.1 8.1 6.8 1.1
Typ.Below
Chimney Enclosure
w/ Gas Vent
15.1 6.5 8.1
Typ.Below
6.8 6.8
6.5
6.6
Typ.Below
15.115.17.1
Below
8.1
Typ.
6.5
15.1
2
2
3
3
4
4
5
5
A A
D
6
6
8
8
H H
C
F
1
1
E E
7
7
B B
G G
2
A4.1
1
A4.1
2
A4.2
1
A4.2
1'-0"1'-0"4'-0" tall wall at Attic
4'-0" tall wall at Attic
7'-0" tall wall7'-0" tall wall7'-0" tall wall7'-0" tall wall7'-0" tall wall
7'-0" tall wall
Attic
2'-0" tall wall at Attic
2'-0" tall wall at Attic
7'-0" wall
7'-0" wall
Railing at +42"
A.F.F. Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A2.2
Main House Second Floor
PlanDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
Coordinate in Field w/ Architect for all trims, fixtures & accessories not
shown, and for critical alignments of openings, trims and millwork.
All dimensions given take precedence over scale. Contractor shall not scale
drawings to determine dimensions without consulting with the Architect.
Incorrect dimensions and resulting construction deficiencies due to scaling
of Documents by the Contractor are the Contractor's responsibility and
required corrections will be performed at the Contractor's expense.
Critical alignments may occur between items installed by different trades.
Contractor to note all such items and notify affected trades. Subcontractors
shall review Documents and identify all such items that affect their work in
any way. Contractor shall review all dimensions for accuracy prior to
construction.
Dimensions given are to face of stud unless otherwise noted. Variations
include:
C : Centerline
FOF: Face of Finish
Contractor to coordinate framing to accommodate recessed fixtures and
other items with critical locations.
Repeating items or assemblies may not be noted or dimensioned at all
locations where repetition is obvious.xx
Refer structural details for location of special floor and wall framing, special
connections.
Adhesives, sealants, and caulks used xxxxon the project shall follow local
and regional air polution or air quality management district standards. 2022
CGC sec 4.504.2.1
Exterior bearing walls less than five feet from the property line will be built
of one-hour fire-rated construction. 2022 CRC Table R302.1(1) § or 2022
CBC, Table 602)
Provide positive drainage for all roof surfaces. Provision shall be tested by
application of water at all areas.
Roof shall be installed per Roof Manufacturer's standards such that all
warranties are maintained. Contractor shall note any conflicts between Roof
manufacturer's instructions and requirements of these drawings.
Roofing substrate, base sheets and any installed components shall be fully
protected from subsequent construction activities until completion of
project. Contractor shall provide temporary protection for all roof
components where subsequent work may occur.
Contractor shall protect all roof components from exposure to sunlight
where such exposure may damage materials. Installation of felts or base
sheets shall be covered immediately by either subsequent roof layers or
protective materials to avoid exposure to sun or general drying of materials.
Contractor shall fully seal all roof penetrations per roof manufacturer's
specifications. Provide flashing, counter flashing, coping and reglets as
necessary to ensure positive drainage across all surfaces. Gutters shall be
fully soldered.
Fire sprinkler plans shall be submitted under separate permit through the
fire department for approval prior to installation.
Floor Plan Notes
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Overhead Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Mechanical/Plumbing Equipment, ref. MEP Plans 15.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Base Cabinet6.5
Line of Upper Cabinet6.6
Pre-cast Stone Coping9.4
Closet Shelving6.8
Laundry/Appliance
Built-Ins Cabinet (dresser/bench/desk/media cabinets)6.9
Full Height Cabinet6.7
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Floor Plan Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
True NRef N
queen: 60x801/4" = 1'-0"1 ADU Floor Plan
Living
Kich / Din
Bdrm
BAHallPantryUtility Closet
Porch
Linen31'-0"5'-4"13'-4"15'-0"2'-8"26'-0"
5'-0"4'-0"15'-0"3'-4"3'-8"5'-10"31'-0"11'-2"13'-4"15'-0"2'-8"3'-10"3'-10"4'-10"6'-4"4'-10"26'-0"
5'-0"
2
A5.1
2
A5.1
11.2 8.1 1.1
3.1
3.3
8.1 1.1
6.8
6.11
Typ.
1.1
8.1Typ.
15.1
15.1
11.1
6.8
6.5
6.6
Typ.
8.4
15.16.5
15.1
6.9
A1
A1
A2
A2
A3
A3
A4
A4
AA AA
AC AC
AD AD
AB AB
G1
G1
GB GB
GA GA
G2
2
ADU4.1
1
ADU4.1
2
ADU4.2
1
ADU4.2
Adjacent Garage
(Refer A2.4)
a. A sink
b. A permanent cooking facility - stove
c. A refrigerator w/ separate doors for cooling & freezing
compartments
d. A food preparation counter & storage cabinets that are
reasonably sized in relation to the size of the ADU. (This
ADU includes both upper and lower cabinets.)Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A2.3
ADU Floor PlanDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
Coordinate in Field w/ Architect for all trims, fixtures & accessories not
shown, and for critical alignments of openings, trims and millwork.
All dimensions given take precedence over scale. Contractor shall not scale
drawings to determine dimensions without consulting with the Architect.
Incorrect dimensions and resulting construction deficiencies due to scaling
of Documents by the Contractor are the Contractor's responsibility and
required corrections will be performed at the Contractor's expense.
Critical alignments may occur between items installed by different trades.
Contractor to note all such items and notify affected trades. Subcontractors
shall review Documents and identify all such items that affect their work in
any way. Contractor shall review all dimensions for accuracy prior to
construction.
Dimensions given are to face of stud unless otherwise noted. Variations
include:
C : Centerline
FOF: Face of Finish
Contractor to coordinate framing to accommodate recessed fixtures and
other items with critical locations.
Repeating items or assemblies may not be noted or dimensioned at all
locations where repetition is obvious.xx
Refer structural details for location of special floor and wall framing, special
connections.
Adhesives, sealants, and caulks used xxxxon the project shall follow local
and regional air polution or air quality management district standards. 2022
CGC sec 4.504.2.1
Exterior bearing walls less than five feet from the property line will be built
of one-hour fire-rated construction. 2022 CRC Table R302.1(1) § or 2022
CBC, Table 602)
Provide positive drainage for all roof surfaces. Provision shall be tested by
application of water at all areas.
Roof shall be installed per Roof Manufacturer's standards such that all
warranties are maintained. Contractor shall note any conflicts between Roof
manufacturer's instructions and requirements of these drawings.
Roofing substrate, base sheets and any installed components shall be fully
protected from subsequent construction activities until completion of
project. Contractor shall provide temporary protection for all roof
components where subsequent work may occur.
Contractor shall protect all roof components from exposure to sunlight
where such exposure may damage materials. Installation of felts or base
sheets shall be covered immediately by either subsequent roof layers or
protective materials to avoid exposure to sun or general drying of materials.
Contractor shall fully seal all roof penetrations per roof manufacturer's
specifications. Provide flashing, counter flashing, coping and reglets as
necessary to ensure positive drainage across all surfaces. Gutters shall be
fully soldered.
Fire sprinkler plans shall be submitted under separate permit through the
fire department for approval prior to installation.
Floor Plan Notes
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Carriage Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Mechanical/Plumbing Equipment, ref. MEP Plans 15.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Base Cabinet6.5
Line of Upper Cabinet6.6
Pre-cast Stone Coping9.4
Closet Shelving6.8
Laundry/Appliance
Built-Ins Cabinet (dresser/bench/desk/media cabinets)6.9
Full Height Cabinet6.7
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Floor Plan Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
True NRef N
queen: 60x80G2
G2
GB GB
G1
G1
GA GA
A1
A1
A2
A2
A3
A3
A4
A4
AA AA
AC AC
AD AD
AB
1/4" = 1'-0"1 Garage Floor Plan
Garage
21'-2"21'-0"
21'-0"
3
A5.1
3
A5.1
11.2 8.31.1
8.1
1.1
9.2 1.1
Typ.
1.1
8.1Typ.
9.2
8.3
Typ.
Dormer Windows
above
Typ.
1
G4.1
2
G4.2
1
G4.2
2
G4.1
8.4
Adjacent ADU
(Refer A2.3)
10'W x 18'L parking space
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A2.4
Garage Floor PlanDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
Coordinate in Field w/ Architect for all trims, fixtures & accessories not
shown, and for critical alignments of openings, trims and millwork.
All dimensions given take precedence over scale. Contractor shall not scale
drawings to determine dimensions without consulting with the Architect.
Incorrect dimensions and resulting construction deficiencies due to scaling
of Documents by the Contractor are the Contractor's responsibility and
required corrections will be performed at the Contractor's expense.
Critical alignments may occur between items installed by different trades.
Contractor to note all such items and notify affected trades. Subcontractors
shall review Documents and identify all such items that affect their work in
any way. Contractor shall review all dimensions for accuracy prior to
construction.
Dimensions given are to face of stud unless otherwise noted. Variations
include:
C : Centerline
FOF: Face of Finish
Contractor to coordinate framing to accommodate recessed fixtures and
other items with critical locations.
Repeating items or assemblies may not be noted or dimensioned at all
locations where repetition is obvious.xx
Refer structural details for location of special floor and wall framing, special
connections.
Adhesives, sealants, and caulks used xxxxon the project shall follow local
and regional air polution or air quality management district standards. 2022
CGC sec 4.504.2.1
Exterior bearing walls less than five feet from the property line will be built
of one-hour fire-rated construction. 2022 CRC Table R302.1(1) § or 2022
CBC, Table 602)
Provide positive drainage for all roof surfaces. Provision shall be tested by
application of water at all areas.
Roof shall be installed per Roof Manufacturer's standards such that all
warranties are maintained. Contractor shall note any conflicts between Roof
manufacturer's instructions and requirements of these drawings.
Roofing substrate, base sheets and any installed components shall be fully
protected from subsequent construction activities until completion of
project. Contractor shall provide temporary protection for all roof
components where subsequent work may occur.
Contractor shall protect all roof components from exposure to sunlight
where such exposure may damage materials. Installation of felts or base
sheets shall be covered immediately by either subsequent roof layers or
protective materials to avoid exposure to sun or general drying of materials.
Contractor shall fully seal all roof penetrations per roof manufacturer's
specifications. Provide flashing, counter flashing, coping and reglets as
necessary to ensure positive drainage across all surfaces. Gutters shall be
fully soldered.
Fire sprinkler plans shall be submitted under separate permit through the
fire department for approval prior to installation.
Floor Plan Notes
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Overhead Coiling Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Mechanical/Plumbing Equipment, ref. MEP Plans 15.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Base Cabinet6.5
Line of Upper Cabinet6.6
Pre-cast Stone Coping9.4
Closet Shelving6.8
Laundry/Appliance
Built-Ins Cabinet (dresser/bench/desk/media cabinets)6.9
Full Height Cabinet6.7
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Floor Plan Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
True NRef N
queen: 60x801/8" = 1'-0"4 Garage Floor Plan
G1 G2
GB
GA
21'-2"21'-0"
21'-0"
G1 Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A2.5
Lot Coverage CalculationsDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
Main House - Lot Coverage
Label Description
H1 Family Room/ Dining
Area
488 s.f.
H2 Stairs 123 s.f.
H3 Mud Room 85 s.f.
H4 Parlor 162 s.f.
H5 Hallway 121 s.f.
Front Porch 138 s.f.
Bedroom #4 193 s.f.
Bathroom #3 / Powder/ Closets 159 s.f.
H6
H7
H8
Office 193 s.f.H9
H10 Prep / Pantry 91 s.f.
H11 Kitchen 242 s.f.
ADU / Garage - Lot Coverage
Label Description
ADU1 Kitchen / Dining / Bathroom / Hall
Area
416 s.f.
ADU2 Bedroom 225 s.f.
ADU3 Porch 43 s.f.
G1 Garage 444 s.f.
Total Lot Coverage 2,890 s.f.queen: 60x801/8" = 1'-0"2 ADU Floor Plan
ADU1 ADU3
ADU2
A1
A1
A2
A2
A3
A3
A4
A4
AA AA
AC AC
AD AD
AB
31'-0"5'-4"13'-4"15'-0"2'-8"26'-0"
5'-0"4'-0"15'-0"3'-4"3'-8"5'-10"31'-0"11'-2"13'-4"15'-0"2'-8"3'-10"3'-10"4'-10"6'-4"4'-10"26'-0"
5'-0"
queen: 60x80
1/8" = 1'-0"1 Main House - FIrst Floor Plan
P1
H3
H4
H5
H6
H7H8H9H10H11
H12
H1
H2
1 2 3 4 5
A
D
E
6 7 8
B
H
G
C
F
62'-0"
12'-0"
2'-3"
5'-6"7'-6"9'-0"9'-6"18'-6"32'-0"13'-0"19'-0"13'-0"4'-0"62'-0"
14'-0"11'-0"12'-0"6'-6"18'-6"32'-0"14'-0"14'-0"4'-0"1'-0"1'-0"2'-0"H12 Rear Porch 208 s.f.
1,128 s.f.
1/4" = 1'-0"1 Roof Plan: Main House
1 2 3 4 5
A
D
E
6 7 8
8
B
H
G
C
F RidgeRidge
ValleyValleyRidge
Ridge ValleyValley3:12 3:129:12 9:12 9:129:123:129:129:129:12DS DS
DSDownspout
chain
Downspout
chain
Downspout
chain
Downspout
chain
DS DS
DS DS
DS
DS
DS
DS
Line of column below
Line of column
below
Line of walls below
2
A4.1
1
A4.1
2
A4.2
1
A4.2
Class A comp shingle
roofing throughout
GSM gutter, painted
Outline of solar panels, exact layout
TBD by solor vendor
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A3.1
Roof Plans: Main HouseDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
All roof materials shall all be part of a specified roofing system as defined
by the system manufacturer specified. All materials shall be from a single
source and shall be assembled and integrated as specified. by the
manufacturer. In no case materials be subsituted which are not listed in
specified manufactureer information.
Provide positive drainage for all roof surfaces. Provisions shall be tested by
application of water at all areas.
Roof shall be installed per roof manufacturer's standard such that all
warranties are maintained. Contractor shall note any conflicts between
manufacturer's instructions and requirements of these drawings.
Roofing substrate, base sheets and any installed components shall be full
protected from the subsequent construction activities until completion of
project. Contractor shall provide temporary protection for all roof
components where subsequent work may occur.
Contractor shall protect all roof components from exposure to sunlight
where such sun exposure may damage materials. Instalation of felts or base
sheets shall be covered immediately by either subsequent roof layers or
protective materials to avoid exposure to sun or general drying of materials.
Contractor shall fully seal all roof penetrations per roof manufactureers
specifications. Provide flashing, counter flashing, coping and reglets as
necessary to ensure a positive drainage across all surfaces.
Provide gutters, rainwatter leaders and down spouts. Integrated gutters shall
be constructed in simmilar fashion.
Gutters shall be fully soldered and shall be fabricated in minimum of 20'
lengths, or single piece lengths if less than 20', to reduce the number of
joints.
Roofs shall comply with the requirements of section R337.5 and R902
including:
R337.5.2 Roof coverings: Where the roof profile allows a space in
between the roof covering and roof decking, the spaces shall be
constructed to prevent the intrusion of flames and embers, be fire
stopped with approved materials or have one layer of minimum 72
pound mineral-surfaced non perforated cap sheet complying with
ASTM D 3909 installed over the combustible decking.
R337.5.3 Roof valleys: Where valley flashing is installed, the flashing
shall not be less than 0.019-inch NO.26 gage galvanized sheet
corrosion-resistant metal installed over not less than one layer of
minimum 72 pound mineeral surfaced non perforated cap sheet
complying with ASTM D 3909, at least 36-inch-side running with full
length of the valley.
R337.5.4 Roof gutters: Roof gutters shall be provided with the
means to prevent the accumulation of leaves and debris in the
gutter.
Roof shall have a roofing assembly installed in accordance with its listing
and the manufactureers installation instructions.
Roof Plan Notes
True NRef NAllign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Carriage Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Mechanical/Plumbing Equipment, ref. MEP Plans 15.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Base Cabinet6.5
Line of Upper Cabinet6.6
Pre-cast Stone Coping9.4
Closet Shelving6.8
Laundry/Appliance
Built-Ins Cabinet (dresser/bench/desk/media cabinets)6.9
Full Height Cabinet6.7
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
Class A comp shingle
roofing throughout
GSM gutter, painted
1/4" = 1'-0"1 Roof Plan: ADU
A1
A1
A2
A2
A3
A3
A4
A4
AA AA
AC AC
AD AD
AB ABValley
DS
DSDS
DS
DSDS
Downspout
chain
Downspout
chain9:129:129:129:129:129:12Ridge Ridge
RidgeValleyLine of column
below
Line of walls below
2
ADU4.1
1
ADU4.1
2
ADU4.2
1
ADU4.2
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A3.2
Roof Plans: ADUDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
True NRef NAll roof materials shall all be part of a specified roofing system as defined
by the system manufacturer specified. All materials shall be from a single
source and shall be assembled and integrated as specified. by the
manufacturer. In no case materials be subsituted which are not listed in
specified manufactureer information.
Provide positive drainage for all roof surfaces. Provisions shall be tested by
application of water at all areas.
Roof shall be installed per roof manufacturer's standard such that all
warranties are maintained. Contractor shall note any conflicts between
manufacturer's instructions and requirements of these drawings.
Roofing substrate, base sheets and any installed components shall be full
protected from the subsequent construction activities until completion of
project. Contractor shall provide temporary protection for all roof
components where subsequent work may occur.
Contractor shall protect all roof components from exposure to sunlight
where such sun exposure may damage materials. Instalation of felts or base
sheets shall be covered immediately by either subsequent roof layers or
protective materials to avoid exposure to sun or general drying of materials.
Contractor shall fully seal all roof penetrations per roof manufactureers
specifications. Provide flashing, counter flashing, coping and reglets as
necessary to ensure a positive drainage across all surfaces.
Provide gutters, rainwatter leaders and down spouts. Integrated gutters shall
be constructed in simmilar fashion.
Gutters shall be fully soldered and shall be fabricated in minimum of 20'
lengths, or single piece lengths if less than 20', to reduce the number of
joints.
Roofs shall comply with the requirements of section R337.5 and R902
including:
R337.5.2 Roof coverings: Where the roof profile allows a space in
between the roof covering and roof decking, the spaces shall be
constructed to prevent the intrusion of flames and embers, be fire
stopped with approved materials or have one layer of minimum 72
pound mineral-surfaced non perforated cap sheet complying with
ASTM D 3909 installed over the combustible decking.
R337.5.3 Roof valleys: Where valley flashing is installed, the flashing
shall not be less than 0.019-inch NO.26 gage galvanized sheet
corrosion-resistant metal installed over not less than one layer of
minimum 72 pound mineeral surfaced non perforated cap sheet
complying with ASTM D 3909, at least 36-inch-side running with full
length of the valley.
R337.5.4 Roof gutters: Roof gutters shall be provided with the
means to prevent the accumulation of leaves and debris in the
gutter.
Roof shall have a roofing assembly installed in accordance with its listing
and the manufactureers installation instructions.
Roof Plan Notes
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Carriage Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Mechanical/Plumbing Equipment, ref. MEP Plans 15.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Base Cabinet6.5
Line of Upper Cabinet6.6
Pre-cast Stone Coping9.4
Closet Shelving6.8
Laundry/Appliance
Built-Ins Cabinet (dresser/bench/desk/media cabinets)6.9
Full Height Cabinet6.7
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
1/4" = 1'-0"1 Roof Plan: Garage
G1
G1
G2
G2
GB
GA
DS DS
DS DSDS
9:129:12RidgeValley ValleyValleyValleyRidgeRidge9:12 9:129:12 9:12
Line of walls below1
G4.1
2
G4.2
1
G4.2
2
G4.1
Class A comp shingle
roofing throughout
GSM gutter, painted
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A3.3
Roof Plan: GarageDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
True NRef NAll roof materials shall all be part of a specified roofing system as defined
by the system manufacturer specified. All materials shall be from a single
source and shall be assembled and integrated as specified. by the
manufacturer. In no case materials be subsituted which are not listed in
specified manufactureer information.
Provide positive drainage for all roof surfaces. Provisions shall be tested by
application of water at all areas.
Roof shall be installed per roof manufacturer's standard such that all
warranties are maintained. Contractor shall note any conflicts between
manufacturer's instructions and requirements of these drawings.
Roofing substrate, base sheets and any installed components shall be full
protected from the subsequent construction activities until completion of
project. Contractor shall provide temporary protection for all roof
components where subsequent work may occur.
Contractor shall protect all roof components from exposure to sunlight
where such sun exposure may damage materials. Instalation of felts or base
sheets shall be covered immediately by either subsequent roof layers or
protective materials to avoid exposure to sun or general drying of materials.
Contractor shall fully seal all roof penetrations per roof manufactureers
specifications. Provide flashing, counter flashing, coping and reglets as
necessary to ensure a positive drainage across all surfaces.
Provide gutters, rainwatter leaders and down spouts. Integrated gutters shall
be constructed in simmilar fashion.
Gutters shall be fully soldered and shall be fabricated in minimum of 20'
lengths, or single piece lengths if less than 20', to reduce the number of
joints.
Roofs shall comply with the requirements of section R337.5 and R902
including:
R337.5.2 Roof coverings: Where the roof profile allows a space in
between the roof covering and roof decking, the spaces shall be
constructed to prevent the intrusion of flames and embers, be fire
stopped with approved materials or have one layer of minimum 72
pound mineral-surfaced non perforated cap sheet complying with
ASTM D 3909 installed over the combustible decking.
R337.5.3 Roof valleys: Where valley flashing is installed, the flashing
shall not be less than 0.019-inch NO.26 gage galvanized sheet
corrosion-resistant metal installed over not less than one layer of
minimum 72 pound mineeral surfaced non perforated cap sheet
complying with ASTM D 3909, at least 36-inch-side running with full
length of the valley.
R337.5.4 Roof gutters: Roof gutters shall be provided with the
means to prevent the accumulation of leaves and debris in the
gutter.
Roof shall have a roofing assembly installed in accordance with its listing
and the manufactureers installation instructions.
Roof Plan Notes
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Carriage Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Mechanical/Plumbing Equipment, ref. MEP Plans 15.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Base Cabinet6.5
Line of Upper Cabinet6.6
Pre-cast Stone Coping9.4
Closet Shelving6.8
Laundry/Appliance
Built-Ins Cabinet (dresser/bench/desk/media cabinets)6.9
Full Height Cabinet6.7
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
F.F First Floor EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
Avg. D.H.E EL: ±17.55'
F.F First Floor EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
Avg. D.H.E EL: 19.49'
T.O Plate EL: ±27.50'
T.O Plate EL: ±27.50'
F.F Second Floor EL: ±28.50'
F.F Second Floor EL: ±28.50'
T.O Ridge EL: ±45.87'
T.O Ridge EL: ±45.87'
1/4" = 1'-0"1 Exterior Elevation: Main House - Front / Northeast
ADEBHGCF
Property Line9'-0"30'-0"Max Ht.: 46.54' (30' above avg. top of curb)29'-4"12'-0"7'-6"12'-0"7'-6"7'-0"29'-4"Declining height envelope 11'-0"Property LineDeclining height envelope 8.4 8.19.2
Typ.
7.3
Chain Typ.
6.10
Typ.
6.10
7.5
7.2
7.3 Chain
6.12 7.3 5.19.2
Typ.
6.10 6.116.11 6.126.10
Typ.
6.107.1 8.1
Typ.
9.16.10
Typ.Typ.Typ.
16.1
F.G.
16.1
739
Illuminated address light: Arabic #'s, contrasting w/ background,
4" min. ht., 0.5" min. stroke width (per CRC sec. R319)
12
9
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A4.1
Exterior Elevations - Main
HouseDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
T.O Ridge EL: ±45.87'
T.O Ridge EL: ±45.87'
F.F First Floor EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
F.F First Floor EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±27.50'
T.O Plate EL: ±27.50'
F.F Second Floor EL: ±28.50'
F.F Second Floor EL: ±28.50'
1/4" = 1'-0"2 Exterior Elevation: Main House - Front / Northwest
12345678
29'-4"Max Ht.: 46.54' (30' above avg. top of curb)30'-0"9.29.2
Typ.
7.3
Chain
5.1 6.10 6.10
Typ.
6.107.1 6.10
Typ.
9.18.1
Typ.Typ.Typ.
6.119.1 8.1
Typ.
8.2
Typ.
Utility Door,
below Landing 7.3 9.2 7.36.108.1
Typ.Typ.
6.106.10 7.1
6.107.3
Typ.
9.18.1
Typ.
9.27.1 7.16.10
F.G.F.G.
16.1
12
9
8'-0"T.O. Plate EL ± 36.50'
Refer floor plans for additional detail references.
Refer roof plans for roof detail callouts.
Refer site plan drawings for grading, drainage.
Coordinate location of all items shown on these elevations via the floor
plans to ensure proper alignments. Many items are not dimensioned but
occur in explicit relationship to other items (such as alignment of
centerlines or grid lines.)
The contractor shall become fully familiar with the overall plans to ensure
that items shown on the exterior elevations can occur where intended.
Coordination may require early consideration of exterior elements long
before work on the exterior portions of the building occurs. Removal or
repair of any items not properly coordinated shall be performed at no
expense to the Owner.
Coordinate locations of all light fixtures, electrical equipment, plumbing
equipment not shown on these elevations.
All pre-manufactured equipment may vary from these elevations based on
changes in product design or manufacturing. Should such variations occur
the Contractor shall notify the Architect within a reasonable time to allow
for a timely resolution.
All exterior surfaces shall be cleaned and painted.
Maintenance Notes: Exterior finishes shall be cleaned and/or replaced
regularly by Owner. Paint shall not be allowed to crack, peel or otherwise
fail in any way without immediate replacement.
Windows shall be cleaned and maintained by Owner per mfr.'s
recommendations.
Insect debris (spider webs, etc.) shall be removed regularly.
Landscape irrigation shall not be allowed to spray on any portion of
structure.
Downspouts and splash blocks shall be adjusted so that no water splashes
onto structure.
Slope all finish grades away from structure at 2% for min. 18" to swale.
Proposed lighting to meet City of Burlingame section 18.16.030 410.10(G).
The cone of the light and or/glare from the lighting element is kept entirely
on the property or below the top of any fence, edge or wall. All exterior
lightings outlets and fixtures shall not be located more than nine (9) feet
above adjacent grade or req'd landing, walls or portions of walls shall not
be floodlit; only shielded light fixtures which focus light downward shall be
allowed, except for illuminated street numbers per the fire department.
Exterior Elevation Notes
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Carriage Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Pre-cast Stone Coping9.4
Laundry/Appliance
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Elevation Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
1/4" = 1'-0"1 Exterior Elevation: Main House - Rear / Southwest
F.F First Floor EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
Avg. D.H.E EL: ±17.55'
F.F First Floor EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
Avg. D.H.E EL: 19.49'
T.O Plate EL: ±27.50'
T.O Plate EL: ±27.50'
F.F Second Floor EL: ±28.50'
F.F Second Floor EL: ±28.50'
T.O Ridge EL: ±45.87'
T.O Ridge EL: ±45.87'
A D EBC HGF
Property LineProperty LineMax Ht.: 46.54' (30' above avg. top of curb)
9.2 6.106.10
Typ.
6.107.1 6.10
Typ.
9.1 8.1
Typ.Typ.Typ.
8.1
Typ.
8.2
Typ.
7.26.10
Typ.Typ.Typ.
MDO Recessed
Panels, painted
7.3
9.2
7.3
Chain
F.G.
9.2 6.11
7.2
Typ.
7.3
Typ.
6.10
Typ.
16.1
5'-0"
3'-0"
12
9
12
3
8'-0"T.O. Plate EL ± 36.50'
8'-0"T.O. Plate EL ± 36.50'
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A4.2
Exterior Elevations - Main
HouseDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
T.O Ridge EL: ±45.87'
T.O Ridge EL: ±45.87'
F.F First Floor EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
F.F First Floor EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±27.50'
T.O Plate EL: ±27.50'
F.F Second Floor EL: ±28.50'
F.F Second Floor EL: ±28.50'
1/4" = 1'-0"2 Exterior Elevation: Main House - Left Side / Southeast
1 2 3 4 5 6 7 8
Max Ht.: 46.54' (30' above avg. top of curb)
8.1 9.2
Typ.
7.3
Chain
6.106.10
Typ.
6.10 7.16.10
Typ.
9.1 8.1
Typ.Typ.Typ.
6.119.18.1
Typ.Typ.
MDO Recessed
Panels, painted7.39.27.3 6.10 8.1
Typ.Typ.
6.10 6.107.1
6.10 7.39.1 8.16.10 7.17.1 6.10
16.1
Typ.
Bins
CL
Typ.
12
9
8'-0"T.O. Plate EL ± 36.50'
Cut overhang back to 3"
at Kitchen WIndows
12
3
6.12
For Exterior Elevation Notes & Keynotes,
Refer to Sheet A4.1
1/4" = 1'-0"1 Exterior Elevation: ADU - Front / Northeast
F.F. ADU - EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
Avg. D.H.E EL: ±17.55'
F.F. ADU - EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
Avg. D.H.E EL: 19.49'
T.O Plate EL: ±27.50'
T.O Plate EL: ±27.50'
AB AAACAD
9.2 7.36.10
Typ.
6.107.1 6.10
Typ.
9.18.1
Typ.Typ.Typ.
8.4 9.2
Chain
6.10
Typ.Typ.
7.3
6.10
6.11
F.G.
7.3
Typ.
7.2
Typ.
Typ.
6.10
Typ.
16.1 Property Line4'-0"
2'-0"Property Line15'-0"
12
9
17'-1"Property LineMax. Height T.O. Ridge - maximum height of ADU
Elevation of adjacent grade at ADU
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 ADU4.1
Exterior Elevations - ADUDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
1/4" = 1'-0"2 Exterior Elevation: ADU - Right Side/ Northwest
F.F. ADU - EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
F.F. ADU - EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±27.50'
T.O Plate EL: ±27.50'
A1A2A3A4
9.27.3 6.10
Typ.
7.27.1 6.10
Typ.
8.1
Typ.Typ.Typ.
Chain
6.10
Typ.
7.3
6.11 7.3
Typ.
F.G.
16.1 Property Line±10'-0"
Refer floor plans for additional detail references.
Refer roof plans for roof detail callouts.
Refer site plan drawings for grading, drainage.
Coordinate location of all items shown on these elevations via the floor
plans to ensure proper alignments. Many items are not dimensioned but
occur in explicit relationship to other items (such as alignment of
centerlines or grid lines.)
The contractor shall become fully familiar with the overall plans to ensure
that items shown on the exterior elevations can occur where intended.
Coordination may require early consideration of exterior elements long
before work on the exterior portions of the building occurs. Removal or
repair of any items not properly coordinated shall be performed at no
expense to the Owner.
Coordinate locations of all light fixtures, electrical equipment, plumbing
equipment not shown on these elevations.
All pre-manufactured equipment may vary from these elevations based on
changes in product design or manufacturing. Should such variations occur
the Contractor shall notify the Architect within a reasonable time to allow
for a timely resolution.
All exterior surfaces shall be cleaned and painted.
Maintenance Notes: Exterior finishes shall be cleaned and/or replaced
regularly by Owner. Paint shall not be allowed to crack, peel or otherwise
fail in any way without immediate replacement.
Windows shall be cleaned and maintained by Owner per mfr.'s
recommendations.
Insect debris (spider webs, etc.) shall be removed regularly.
Landscape irrigation shall not be allowed to spray on any portion of
structure.
Downspouts and splash blocks shall be adjusted so that no water splashes
onto structure.
Slope all finish grades away from structure at 2% for min. 18" to swale.
Proposed lighting to meet City of Burlingame section 18.16.030 410.10(G).
The cone of the light and or/glare from the lighting element is kept entirely
on the property or below the top of any fence, edge or wall. All exterior
lightings outlets and fixtures shall not be located more than nine (9) feet
above adjacent grade or req'd landing, walls or portions of walls shall not
be floodlit; only shielded light fixtures which focus light downward shall be
allowed, except for illuminated street numbers per the fire department.
Exterior Elevation Notes
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Overhead Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Pre-cast Stone Coping9.4
Laundry/Appliance
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Elevation Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
F.G.
1/4" = 1'-0"1 Exterior Elevation: ADU - Rear / Southwest
F.F. ADU - EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
Avg. D.H.E EL: ±17.55'
F.F. ADU - EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
Avg. D.H.E EL: 19.49'
T.O Plate EL: ±27.50'
T.O Plate EL: ±27.50'
AA AC ADAB
9.2 7.36.10
Typ.
6.10 7.19.1 8.1
Typ.
9.2
6.10
7.3
7.3
Typ.
16.1 16.1Property Line4'-0"
2'-0"
15'-0"Property Line12
9
7.2
Typ.Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 ADU4.2
Exterior Elevations - ADUDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
F.G.
1/4" = 1'-0"2 Exterior Elevation: ADU - Left Side/ Southeast
F.F. ADU - EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
F.F. ADU - EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±27.50'
T.O Plate EL: ±27.50'
A1 A2 A3 A4
8.4 7.3 6.10
Typ.
6.107.1 6.10
Typ.
8.19.2
7.3
6.10
7.3
7.3
Chain
7.1
Typ.
6.11
9.2
9.1
16.1
16.1 Property Line4'-0"
2'-0"
Indiicates dimension
to nearest point of
angled property line
12
9
Refer floor plans for additional detail references.
Refer roof plans for roof detail callouts.
Refer site plan drawings for grading, drainage.
Coordinate location of all items shown on these elevations via the floor
plans to ensure proper alignments. Many items are not dimensioned but
occur in explicit relationship to other items (such as alignment of
centerlines or grid lines.)
The contractor shall become fully familiar with the overall plans to ensure
that items shown on the exterior elevations can occur where intended.
Coordination may require early consideration of exterior elements long
before work on the exterior portions of the building occurs. Removal or
repair of any items not properly coordinated shall be performed at no
expense to the Owner.
Coordinate locations of all light fixtures, electrical equipment, plumbing
equipment not shown on these elevations.
All pre-manufactured equipment may vary from these elevations based on
changes in product design or manufacturing. Should such variations occur
the Contractor shall notify the Architect within a reasonable time to allow
for a timely resolution.
All exterior surfaces shall be cleaned and painted.
Maintenance Notes: Exterior finishes shall be cleaned and/or replaced
regularly by Owner. Paint shall not be allowed to crack, peel or otherwise
fail in any way without immediate replacement.
Windows shall be cleaned and maintained by Owner per mfr.'s
recommendations.
Insect debris (spider webs, etc.) shall be removed regularly.
Landscape irrigation shall not be allowed to spray on any portion of
structure.
Downspouts and splash blocks shall be adjusted so that no water splashes
onto structure.
Slope all finish grades away from structure at 2% for min. 18" to swale.
Proposed lighting to meet City of Burlingame section 18.16.030 410.10(G).
The cone of the light and or/glare from the lighting element is kept entirely
on the property or below the top of any fence, edge or wall. All exterior
lightings outlets and fixtures shall not be located more than nine (9) feet
above adjacent grade or req'd landing, walls or portions of walls shall not
be floodlit; only shielded light fixtures which focus light downward shall be
allowed, except for illuminated street numbers per the fire department.
Exterior Elevation Notes
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Overhead Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Pre-cast Stone Coping9.4
Laundry/Appliance
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Elevation Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 G4.1
Exterior Elevations - GarageDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
T.O. Slab EL: 17.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±26.50'
1/4" = 1'-0"1 Exterior Elevation: Garage - Front / Northwest
T.O. Slab EL: 17.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±26.50'
G2 G1
F.G.
8.3 7.3 6.10
Typ.
6.107.1 6.10
Typ.
8.1 9.2
7.3
6.10
7.3
6.10
Typ.
6.10
9.2
9.1
8.3
Typ.
16.1
Typ.
16.1 16.1
8'-0" Tall Overhead Coiling Doors
1/4" = 1'-0"2 Exterior Elevation: Garage - Right Side / Southwest
T.O. Slab EL: 17.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±26.50'
T.O. Slab EL: 17.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±26.50'
GBGA
F.G.
6.10
9.17.1 6.10
8.1 9.2
7.3
6.10 6.10
7.3
7.5
Typ.Property Line7.2
Typ.
6.10
9.2
16.1
12
9
Refer floor plans for additional detail references.
Refer roof plans for roof detail callouts.
Refer site plan drawings for grading, drainage.
Coordinate location of all items shown on these elevations via the floor
plans to ensure proper alignments. Many items are not dimensioned but
occur in explicit relationship to other items (such as alignment of
centerlines or grid lines.)
The contractor shall become fully familiar with the overall plans to ensure
that items shown on the exterior elevations can occur where intended.
Coordination may require early consideration of exterior elements long
before work on the exterior portions of the building occurs. Removal or
repair of any items not properly coordinated shall be performed at no
expense to the Owner.
Coordinate locations of all light fixtures, electrical equipment, plumbing
equipment not shown on these elevations.
All pre-manufactured equipment may vary from these elevations based on
changes in product design or manufacturing. Should such variations occur
the Contractor shall notify the Architect within a reasonable time to allow
for a timely resolution.
All exterior surfaces shall be cleaned and painted.
Maintenance Notes: Exterior finishes shall be cleaned and/or replaced
regularly by Owner. Paint shall not be allowed to crack, peel or otherwise
fail in any way without immediate replacement.
Windows shall be cleaned and maintained by Owner per mfr.'s
recommendations.
Insect debris (spider webs, etc.) shall be removed regularly.
Landscape irrigation shall not be allowed to spray on any portion of
structure.
Downspouts and splash blocks shall be adjusted so that no water splashes
onto structure.
Slope all finish grades away from structure at 2% for min. 18" to swale.
Proposed lighting to meet City of Burlingame section 18.16.030 410.10(G).
The cone of the light and or/glare from the lighting element is kept entirely
on the property or below the top of any fence, edge or wall. All exterior
lightings outlets and fixtures shall not be located more than nine (9) feet
above adjacent grade or req'd landing, walls or portions of walls shall not
be floodlit; only shielded light fixtures which focus light downward shall be
allowed, except for illuminated street numbers per the fire department.
Exterior Elevation Notes
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Overhead Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Pre-cast Stone Coping9.4
Laundry/Appliance
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Elevation Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 G4.2
Exterior Elevations - GarageDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
1/4" = 1'-0"1 Exterior Elevation: Garage - Rear / Southeast
T.O. Slab EL: 17.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±26.50'
T.O. Slab EL: 17.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±26.50'
F.G.
6.107.1 6.10
Typ.
9.2
9.1
7.37.3
7.2
G2G1
16.116.1
1/4" = 1'-0"2 Exterior Elevation: Garage - Rear / Southeast
T.O. Slab EL: 17.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±26.50'
T.O. Slab EL: 17.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±26.50'
F.G.
6.10
9.1 7.16.10
8.19.2
7.3
6.106.10
7.3
7.5
Typ.Property Line7.2
Typ.
6.10
9.2
8.4
GB GA
16.1
12
9
Refer floor plans for additional detail references.
Refer roof plans for roof detail callouts.
Refer site plan drawings for grading, drainage.
Coordinate location of all items shown on these elevations via the floor
plans to ensure proper alignments. Many items are not dimensioned but
occur in explicit relationship to other items (such as alignment of
centerlines or grid lines.)
The contractor shall become fully familiar with the overall plans to ensure
that items shown on the exterior elevations can occur where intended.
Coordination may require early consideration of exterior elements long
before work on the exterior portions of the building occurs. Removal or
repair of any items not properly coordinated shall be performed at no
expense to the Owner.
Coordinate locations of all light fixtures, electrical equipment, plumbing
equipment not shown on these elevations.
All pre-manufactured equipment may vary from these elevations based on
changes in product design or manufacturing. Should such variations occur
the Contractor shall notify the Architect within a reasonable time to allow
for a timely resolution.
All exterior surfaces shall be cleaned and painted.
Maintenance Notes: Exterior finishes shall be cleaned and/or replaced
regularly by Owner. Paint shall not be allowed to crack, peel or otherwise
fail in any way without immediate replacement.
Windows shall be cleaned and maintained by Owner per mfr.'s
recommendations.
Insect debris (spider webs, etc.) shall be removed regularly.
Landscape irrigation shall not be allowed to spray on any portion of
structure.
Downspouts and splash blocks shall be adjusted so that no water splashes
onto structure.
Slope all finish grades away from structure at 2% for min. 18" to swale.
Proposed lighting to meet City of Burlingame section 18.16.030 410.10(G).
The cone of the light and or/glare from the lighting element is kept entirely
on the property or below the top of any fence, edge or wall. All exterior
lightings outlets and fixtures shall not be located more than nine (9) feet
above adjacent grade or req'd landing, walls or portions of walls shall not
be floodlit; only shielded light fixtures which focus light downward shall be
allowed, except for illuminated street numbers per the fire department.
Exterior Elevation Notes
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Overhead Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Pre-cast Stone Coping9.4
Laundry/Appliance
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Elevation Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
1/4" = 1'-0"1 Building Section: Main House
T.O Ridge EL: ±45.87'
F.F First Floor EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±27.50'
F.F Second Floor EL: ±28.50'
Max Ht.: 46.54' (30' above avg. top of curb)
T.O Ridge EL: ±45.87'
F.F First Floor EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±27.50'
F.F Second Floor EL: ±28.50'
Bdrm #1
Kitchen
Balcony Loft BA #2 Bdrm #2 Cl.Laundry
Pantry Office Closet Bdrm #4Pwdr11'-0"Max. Ceiling HeightF.G.
3.4
6.20
6.24
9.3
7.3
9.1
6.11
9.2
9.6
Crawlspace
Typ.
6.20
6.21
6.24
9.3
7.1
6.21
6.24
9.3
9.6 Typ.
6.5Typ.
6.8Typ.
3.3
9.2
6.11
3.1
7.1
3.4
6.5Typ.
9.3
6.21
6.20
7.1
3.4
6.5
9.3
6.21
6.20
Typ.Typ.
7654321 8
1'-9"5 1/4"12
9
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 A5.1
Building SectionsDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
1/4" = 1'-0"2 Building Section: ADU
F.F ADU EL: ±18.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±27.50'
Living
Cl.
AD AC AB AA
12
9
T.O. Slab EL: 17.50'
Avg. T.O Curb EL: ±16.54'
T.O Plate EL: ±26.50'
1/4" = 1'-0"3 Building Section: Garage
Garage
GB GA
12
9
Section Notes
These drawings are intended to represent the basic configuration of the new
construction. Sections include standard framing methods and circumstances
but may not include all structural members or represent all special
situations. Refer to noted details for all special construction.
Refer structural drawings for all framing sizes not shown.
Refer structural drawings for actual footing profiles. Profiles shown here are
schematic only.
Interior elevations, or interior elements shown here (cabinets, shelving, etc.)
are for reference only and shall not take precedence over interior elevation
sheets.
Insulation, gaskets, sealants, barriers shall be installed in compliance with
CAC Title 24 as represented in Title 24 compliance forms included as part
of these Documents (under separate cover).
Contractor to provide required insulation certification.
Allign as Indicated
Mark Description
1.0
New Concrete Landing / Porch3.1
New Concrete Paving / Pavers3.2
New Permeable Driveway3.0
Class-A Composition Shingle Roof 7.1
Aluminum Clad Wood Windows8.1
Aluminum Clad Wood Doors8.2
Wood Overhead Garage Door 8.3
Synthetic Shingles, pre-finished9.1
3-coat, Exterior Cement Plaster (Stucco)9.2
GSM Gutter 7.2
GSM Downspout / "Chain" indicates Downspout Chain7.3
Insulation 7.4
5/8" Gyp. Brd., Painted9.3
New Concrete Steps3.3
Metal Railing, Powder Coated - 1" pickets at 4" on center5.1
Range/Cooktop11.1
Line of Soffit/Cabinet/Structure Above1.1
Mechanical/Plumbing Equipment, ref. MEP Plans 15.1
Refrigerator11.2
11.3
Solid Surface Countertop9.5
Hardwood Flooring9.6
Tile Flooring9.7
Base Cabinet6.5
Line of Upper Cabinet6.6
Pre-cast Stone Coping9.4
Closet Shelving6.8
Laundry/Appliance
Built-Ins Cabinet (dresser/bench/desk/media cabinets)6.9
Full Height Cabinet6.7
11.4 Gas Fireplace
New Light Fixture - Max. 40w Equiv., Downcast16.1
Section Key Notes
Wood Entry Door, Painted 8.4
Wood Attic Vent, painted 7.5
Structural Post w/ Cladding - Medium Density Overlay (MDO), painted6.11
Wood Gate, Stained6.12
Wood Trims: Casing/Sills/Fascias/Knee Braces/Belly Band, painted6.10
New Concrete Footings, refer to Structural Drawings3.4
New Concrete Slab on Grade, refer to Structural Drawings3.5
Floor Framing, rerer to Structural Drawings6.20
Roof Framing, refer to Sructural Drawings6.21
2x4's @ 16" o.c., wall framing6.24
Common
Name
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 L1.1
Landscape PlanDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
Existing Building
Existing Building
Existing Building
22.99N62°31'26"W
53.53'
25.67
1 7 .9 1
2
2.45
22.46
26.91
26.81
26.88
27.16
27.1125.6425.66
26.4127.85
28.09
28.85
29.3
928.5028.45
2
3.1
3
2 2 .3 9
22.52 22.6722.64
22.6
4
23.49 24.01
23.61
24.2417.8417.8817.80
17.861 7 .9 5
18.88
1
8.1
5
18.15
18.1
6 19.1619.0723.2722.6521.7820 .8 2
23.4123.4521.3319.42
18.04 17.951 7 .9 5
1 7 .9421.62 20.6
9
21.95
20.23
22.8
1
22.36
21.2517.9517.97
1 7 .9 8
18.0618.17
18 .81
1
9.24 18.5018.00
23.3223.3123.4223.41
2 3 .5 2
23
.
5
123.5323.51
23.2621.7418.17
1 7.8 8
18.0918.08
18.07 18.0717.9317.7217.711 7 .9 2
17.9618.01
18.02
18.2
0
17.81
1
7.67
1
7
.
5
3
1
7.3
617.481 7 .7 5
1 7 .8 3
17.75
1 7 .9 5 1
7.96
1 7 .9 8
18.00 17.99 17.9217.85
17.73
17.82
17.7417.6317.6720.9921.0
521.012 1 .0 9
20.932
0.6
8
19.412 1 .5 2
20.71 2 0 .7 8
1 7 .9 8
1 7 .5 8
17.8119.862 2 .1 0
17.60
24.37 24.2530.26
1 7 .5 1
17.6424.54 26.7927.25
2
6.7
325.5922.4520.60
2
0.4
6
20.33
20.3820.31
20.33
2 0 .4 6
20.4320.48
17.5217.3617.40
1 7 .4 6
17.27
17.6
117.3524.27
24.12
2
4.2724.3124.45 17.5820.2720.3420.32
19.681
7
.
7
3
20.5725.3822.7723.0922.901 7 .0 2 18.991 8 .7 4
1 8 .7 8
1
7.12 17.15
17.1817.1317.0424.45
2 4 .4 1
24.5924.2820.5520.542
0
.
5
1
20.4427.14
27.03
29.6629.9830.7026.192 2 .1 8
17.12
17.14
17.1317.0017.0331.42 17.051
7
.
0
7
1 7 .0 5
1
7
.
1
1
16.94
1 7 .0 5
17.0417.04
2
6.06
25.9
2 24.922 3 .7 5
23.7
0
2 4 .1 7
24.1217.1817.23
22.62
17.94
1 7 .9 8
16.9924.3024.2423.46
23.65
2 3 .6 7
2 3 .7 2
22.81
16.6
8
21.60
2 5 .0 2
24.9925.48
25.14 22.8022.5322.31
24.87
24.30
2
3.99
23.9
923.9619.67
19.79
1 9 .6 0
18.02
1 9 .0 9
18.61
18.62
1
8.6017.5817.281 7 .1 3
1
7.55
28.94 29.2 328.6228.91
26.39
29.5
328.2622.4719.751 8 .3 9
40.5317.52
17.3
617.24
18.101 7 .5 1
17.34
17.35
17.28
17.3417.52
17.5
2
17.52
17.50 17.5017.37
17.34
17.35
17.3017.6517.6717.6517.1317.3717.3417.22
17.4017.42
1 7 .2 0
17.3117.2517.4817.4917.5318.1420.0520.6820.95
21.9521.95
21.9
5
17.67
17.9117.9
5
17.8
2 17.801
7
.
5
3
1 7 .4 4
17.68 17.0717.1617.3417.31
1
6.72
16.70
1 6 .7 0
1
7.0
4
17.34
17.3
2 1 7 .4 817.681 7 .4 2 1 7 .4 9
18.0917.3518.40 1 7 .5 8 1 7 .4 2
18.37
17.65
18.48
1
7
.
2
5
18.14 18.6018.6618.57
18.6718.00
17.46
18.2517.19
18.1917.92
17.2316.991 7 .2 4
1
7
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6
17.1117.1417.11 16.831 6 .7 9
17.6
8
17.2917.3517.411 7 .9 5
17.9
217.85
17.79
17.92
1 7 .9 0 17.8117.8317.97
18.23 18.1217.7
6
17.89
1
8.1
3
1 8 .1 3
17.93
18.2117.7918.0517.9218.1618.11
1 8 .1 2
18.1918.2018.00
18.2718.24
1 8 .2 5 18.14
18.2217.841 7 .9 3
17.9217.7117.7917.9917.7217.9
9
17.78 17.8817.9517.9618.0317.86
17.8017.7417.5617.8
2
17.8117.8617.7617.9017.4218.1718.0
1
1
7.90
18.05
17.97
17.5917.791
8.091
7.93
17.60
17.8317.4817.421
7.37 17.2717.3017.351 7 .4 2
17.20
17.3
1 17.6917.29 17.2517.48 17.2917.411 7.0 4 17.21
17.18 17.231 7 .0 4
1 7 .2 2 16.971 6 .9 9 16.671 6 .8 5 1 6 .8 816.9 3 16.65
16.79
16.7516.8116.7416.6
6 16.5216.50
1
7.04
17.80
17.631 7 .5 7
16.1
7
16.81
1
7.02
16.9
7
1 6 .9 1
1
6.24
16.381 6 .7 3
16.8417.7117.6917.7117.7417.8417.8317.82
17.85
17.7717.67 1 7 .2 4
17.60
17.751
7
.
1
5 17.3017.2717.67
17.4017 .1617.3716.79
1 6 .9 616.7616.8316.7617.2017.4717.27
17.4416 .78
16.8417.2716.7
4
16.9017.3016.6016.73
17.3
5 17.5417.1116.5016.641
8
.
1
6
17.9317.8 3
16.87 17.291
7.1417.0517.031 6 .4 716.5916.9617.22
1 6 .7 8
16.99
1 7 .13
17.111 7 .1 517.1617.1417.03 1 6 .4 816.6016.51
1
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16.91
16.63
1 7 .0 3
1
6
.
8
716.3116.481 6 .7 016.8 6
16.8816.60 16.6416.8316.3016.3816.1316.351
6.2
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16.51
16.64 1 6 .0 8
16.2416.321 6 .5 616.0316.2616.4116.551 6 .3 1 16.4316.0515.9716.4516.4216.37
16.5616.6516.6316.3816.49
16.38
16.16
1
6.3
0
15.75
1
5.9117.1416.5516.5815.5816.2816.32 16.3016.0
8
16.0
816.061 5 .5 215.6615.8716.0216.09
16.0916.0415.4815.6615.481
5.6
5
1
5.5
6 1 5 .4 5
17.32E
X B
L
D
G
F
F
= 2
0.9
5'
E
X B
L
D
G
F
F
= 1
7.9
8'
JP
C
W
C
E
C
W
W
C
C
C
C
O
L
M
1
2
X
1
2"
C
O
L
M
(T
Y
P)
RID
G
E
E
L
E
V
=
4
0.5
3'
RID
G
E
E
L
E
V
=
3
1.4
2'
P
A
TIO
C
O
V
E
R
A
B
O
V
E
S
W
S
W 4''
PI
PEC
O
L
M
(T
Y
P)
C
G
C
G
C
O
L
M
1
2
X
1
2"
C
O
L
M
(T
Y
P)
RID
G
E
E
L
E
V
=
4
0.5
3'
RID
G
E
E
L
E
V
=
3
1.4
2'
P
A
TIO
C
O
V
E
R
A
B
O
V
E
S
W
S
W 4''
PI
PEC
O
L
M
(T
Y
P)
C
G
C
G
1" = 10'-0"1 Landscape Plan
Driveway
Existing Building
Setback
Rear SetbackLaur
el
AvenueCO
JP
(B lo c k A v e r a g e )
(E) street trees
to remain - see A1.1D
for tree protection4'-0"side setbackW
Patio
Patio Porch
Porch
WalkwayTurf
BinsExist
i
ng Buil
di
ngPorch
SetbackCLCL 1 2
3
J
A
A
C
C
E
H D
B
B
BF
G
11
1
1
1
1
1
1
1
2
2
3
2
3
3
2 422433 2 6 16646666
6
6 6 6 66
3
6
6
6
2534
6
6
6
4
7
7 7
Raised planter beds
6
1 9 '-4 "
F r o n t S e t b a c k15'-0 "
R e a r S e t b a c k 9'-6"Driveway±1 8 '-6 "
F r o n t S e t b a c k F r o m P .L
±7 '-8 "
F r o n t S e t b a c k F r o m P .L
4 '-0 "
A D U
S e t b a c k
ADU
Main House
Garage/
Shop Bench218.00'S 48°34'00"W
N48°34'00" E218.00'53.54'N 62°30'02"W8
1.Irrigation system shall be installed and fully functional prior to
installation of any planting.
2.A certificate of completion shall be filled out and crtified by either
the designer of the landscape plans, irrigation plans, or the licensed
landscape contractor for the project.
3.Existing topsoil shall be removed from work area and stockpiled to
be used for finish grading upon completion.
4.Top soil in excess of that required finished grading shall be stored
on site or disposed as directed by the Owner. Waste excavation from
foundation trenches that s not suitable for landscape use and is in
excess of that required for foundation backfill shall be removed by
contractor.
5.Existing landscape shall be protected as required to prevent any
damage to plants and trees unless specified by the Owner.
6.Protect existing trees in work zone with fencing and barricades.
Barricades shall form a minimum encompasses all sides of the tree
and provide a min. 6" clear from the base of the tree.
7.Protect existing roots during excavation. Ensure that equipment is
placd outside of the drip line.
8.Provide watering of exposed roots during excavation. Backfill around
exposed roots shall include previously removed topsoil.
9.Installation shall include a new automatic irrigation system
throughout.
10.All landscaped and hardscaped areas shall be graded and finished,
so as not to drain onto adjacent properties.
11.Landscape is classified as Tier 2 Per section 17.17.020 of the
"water conversation and landscape regulations"
12.Recirculating water systmes shall be used for water features.
13.At least 80% of the plants shall be native plants, low water using
plants, or no-water using plants.
Planting NotesPlanting List
Trees Botanical
Name
Size WUCOLS
Factor
A
Sunset
Zone
Coast Live Oak
H:50' W:40'Quercus agrifolia 24" Box 7-9,
14-24 0.1
B European White Birch
H:30' W:15'Betula pendula 24" Box 1-24 0.80
C
14.Fire-prone plant materials and highly flammable mulches will not be
used.
15.Invasive and/or noxious plant species will not be used.
16.A minimum 3" layer of mulch will be applied on all exposed soil
surfaces of planting areas except turf area, creeping or rooting
groundcovers, or direct seeding applications where mulch is
contraindicated.
17.Soil amenddments, such as compost, will be incorporated according
to the soil conditions at the project site and based on what is
appropriate for the slected plants.
18.For soil less than 6% organic matter in the top 6" of soil, compost
at a rate of a minimum of 4 cubic yards per 1,000 square feet of
permeable area shall be incorporated to a depth of 6" into the soil.
19.No existing tree over 48 inches in circumfrence measured at 54
inches from natural grade may be removed without a Protected Tree
Removal Permit froom the parks division. Contact Parks Division
(558-7330) for link to application.
D
E
Plants &
Shrubs
Common
Name
Botanical
Name
Size WUCOLS
Factor
Sunset
Zone
1
English Lavender
H:2' W:2'
Lavandula 'Hidcote'1 gal.0.2
2
5-9,
2-24
Purple Thee Awn
H:2' W:2'
Aristida purpurea 1 gal.0.2
3
3B-24
McMinn Manzanita
H:4' W:6'
Arctostaphylos
viridissima 5 gal.0.2
4
7-9,
14-24
5
Dwarf Loropetalum
H:2' W:3'
Loropetalum 'Dwarf'1 gal.0.57-10B,
Breath of Heaven
H:4' W:4'
Coleonema
pulchellum 5 gal.0.5
7-9,
14-24
Chinese Pistache
H:35' W:20'Pistacia chinensis 24" Box 4-23 0.20
Western Dogwood
H:15' W:15'Cornus nuttallii 24" Box 3-9,
14-20 0.80
Japanese Maple
H:15' W:15'Acer palmatum 24" Box 4-8 0.50
F Meyer Lemon
H:15' W:15'
Citrus x limon
'Meyer'24" Box 8-24 0.50
G Santa Rosa Plum
H:15' W:15'24" Box 5-22 0.50
H Honey Crisp
H:20' W:20'24" Box 3B-9,
12-16 0.50
Prunus salicina
'Santa Rosa'
Malus domestica
'Honeycrisp'
Mother of Thyme
H:4" W:24"
Thymus praecox Flats 0.24-96
Crimson Point Plum
H:20' W:5'
Prunus x cerasifera
'Cripoizam' 10 gal.0.54-97
True NRef NLandscape Tree Requirements
- First Floor 1,849 s.f.
- Second Floor 1,488 s.f.
641 s.f.
Per City of Burlingame Ordinance Sec. 11.06.100, (1) Landscape Tree per
1,000 sf of habitable space on the lot.
Proposed Habitable Areas
Approx. 4,000 sf of habitable area prposed, therefore
Proposed Trees (not including fruit trees or japanese maples
Oak Trees - 24" box minimum (2)
Birch Trees - 24" box minimum (3)
Dogwood Trees - 24" box minimum (1)
Chinese Pistache Trees - 24" box minimum (1)
J Dwarf Magnolia
H:15' W:15'24" Box 5 -10 0.50Magnolia stellata
'Royal Star'
Pittosporum
H:12' W:3'
Pittosporum tenu-
ifolium, "silver sheen"1 gal.0.39, 14-17,
19-248
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 L1.2
Irrigation PlanDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
1.Irrigation system shall be installed and fully functional prior to
installation of any planting.
2.Automatic irrigation controllers that utilize either evapotranspiration
or soil moisture sensor data for irrigation scheduling will be
installed.
3.A pressure regulators shall be installed on the irrigation system to
ensure dynamic pressure of the system is within the manufacturer's
recommended preassure range.
4.Manual-shut-off valves shall be installed as close as possible to
the point of connection of the water supply.
5.Areas less than 10-feet in width in any directionshall be irrigated
with subsurface irrigation or other means that produces no runoff
or overspray.
6.For no-residential projects with landscapes areas of 1,000 sq.ft or
more, private submeter(s) to measure landscape water use shall be
installed.
7.At the time of final inspection, the permit applicant must provide
the owner of the property with a certificate of completion, certificate
of installation, irrigation schedule of landscape and irrigation
maintenance.
8.Sensors, either integral or auxillary, that suspend or alter irrigation
operation during unfavorable weather conditions will be installed.
9.The irrigations system will be designed to prevent runoff, low head
drainage, overspray, or other simmilar conditions.
10.In areas with slope greater than 25% and within 24-inches of a
non-permeable surfaces, or in narrow or odd shaped areas that are
less than eight feet in width, low volume irrigation will be installed in
mulched areas.
Irrigation NotesHydrozone & Valve Schedule
Zone Water Use Type Valve Irrigation ScheduleGPM
3/4"
Legend
W Water Meter
B Backflow Preventer
C Irrigation Controller
Irrigation Valve, w/ valve # (indicates zone)
Mainline (PVC) - Schedule 40
Lateral (PVC) - 3/4" Schedule 40
V#
V1
Drip 0.016 GPM Every other day 30-40
mins. ea.
V2
Moderate Spray 0.05 GPM Every other day 30-40
mins. ea.
V3
Low Drip 0.016 GPM Every other day 30-40
mins. ea.
V4
Low 0.016 GPM Every other day 30-40
mins. ea.
V5
V6
11.Irrigation systems shall be designed, maintained, and managed to
meet an average landscape irrigation efficiency of 70% or more.
12.Irrigation shall be scheduled between 8:00 pm and 10:00 a.m.
13.Install all piping and valves in common trenches where feasible and
inside planting areas whenever possible. All vlves shall be located in
groundcover or shrub areas.
14.Install irrigation in accordance with local codes and manufactureers
specifications.
15.Connect backflow assembly with the point of connection using brass
fittings.
16.Install sleeves at the necessary depths prior to pavement
installation. Sleeving shall extend 1'-0" from edge of pavement into
planting areas.
17.Install controller per drawings and fasten securely to wall. All above
grade conduit either low voltage or line voltage, shall be rigid steel
and securely fastned to structure and controller.
18.The automatic irrigation system controllers shall be weather-based
to conform with all CALGreen requirements.
19.Irrigation controller programming data will not be lost due to an
interruption in the primary source of power.
20.Each valve will irrigate a hydrozone with similar site, slope, sun
exposure, soil conditions, and plant materials with simmilar water
use.
21.Sprinkler heads and other emissin devices will be selected based on
what is appropriate for the plant type within that hydrozone.
22.Where feasible, trees will be placed on seperate valves from shrubs,
groundcovers and turf.
Low 0.016 GPM Every other day 30-40
mins. ea.
V7
Low-moderate
Every other day 30-40
mins. ea.
V8
Every other day 30-40
mins. ea.
V9
Low Drip 0.016 GPM
Every other day 30-40
mins. ea.
V10
0.033 GPM Every other day 30-40
mins. ea.
V11
Drip Every other day 30-40
mins. ea.
V12
Every other day 30-40
mins. ea.
V13
Every other day 30-40
mins. ea.
V14
Low Drip 0.016 GPM
Existing Building
Existing Building
Existing Building22.99N62°31'26"W
53.53'
25.67
1 7 .9 1
2
2.45
22.46
26.91
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17.32E
X B
L
D
G
F
F
= 2
0.9
5'
E
X B
L
D
G
F
F
= 1
7.9
8'
JP
C
W
C
E
C
W
W
C
C
C
C
O
L
M
1
2
X
1
2"
C
O
L
M
(T
Y
P)
RID
G
E
E
L
E
V
=
4
0.5
3'
RID
G
E
E
L
E
V
=
3
1.4
2'
P
A
TIO
C
O
V
E
R
A
B
O
V
E
S
W
S
W 4''
PI
PEC
O
L
M
(T
Y
P)
C
G
C
G
C
O
L
M
1
2
X
1
2"
C
O
L
M
(T
Y
P)
RID
G
E
E
L
E
V
=
4
0.5
3'
RID
G
E
E
L
E
V
=
3
1.4
2'
P
A
TIO
C
O
V
E
R
A
B
O
V
E
S
W
S
W 4''
PI
PEC
O
L
M
(T
Y
P)
C
G
C
G
1" = 10'-0"1 Irrigation Plan
Driveway
Existing Building
Setback
Rear SetbackLaur
el
AvenueCO
JP
(B lo c k A v e r a g e )4'-0"side setbackWExist
i
ng Buil
di
ngSetback V11WW
B CW CWCW CW CW
(E) Water meter locationCW
BCW
CWCWCWCW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CWBCW
V9V2
V10
CWCWV1V8
V4 V5 V6 V7
Sprinkler
Zone #1
V12V13V14V151 9 '-4 "
F r o n t S e t b a c k
±1 8 '-6 "
F r o n t S e t b a c k F r o m P .L
±7 '-8 "
F r o n t S e t b a c k F r o m P .L
V3
ADU
Main House
Garage/
Shop
Patio Porch
Porch
Walkway
Porch
C
4 '-0 "
A D U
S e t b a c k
218.00'S 48°34'00"W
N48°34'00" E218.00'53.54'N 62°30'02"WBasi
s of Beari
ngsN62°30'02" W53.54'Drip 0.016 GPM Every other day 30-40
mins. ea.True NRef NDrip
DripLow 0.016 GPM Every other day 30-40
mins. ea.
Drip
Drip
Drip
Drip
Drip
Low
Low
Low
Low
Low
Every other day 30-40
mins. ea.
V15
DripLow
Low-moderate 0.033 GPM
0.016 GPM
0.016 GPM
0.016 GPM
0.016 GPM
Quercus agrifolia
Citrus x limon 'Meyer'Prunus salicina 'Santa Rosa'Malus domestica 'Honeycrisp'Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 L1.3
Plant ListDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025
European White Birch
Betula pendula B
English Lavender
Lavandula 'Hidcote'3
Purple Thee Awn
5 Aristida purpurea
McMinn Manzanita
Arctostaphylos viridissima1
Dwarf Loropetalum
4 Loropetalum 'Dwarf'
Breath of heaven
2 Coleonema pulchellum
Meyer Lemon
F
Coast Live Oak
A
Santa Rosa Plum
G
Honeycrisp Apple
H
Mother of Thyme
6 Thymus praecox
Western Dogwood
Cornus sericea
Chinese Pistache
Pistachia chinensis
Flowering Plum
Prunus cerasifera 'purple pony'
DC
Japanese Maple
Acer palmatum E
7
Magnolia stallata, "Royal Star"
Dwarf Magnolia
J
Pittosporum
tenuifolium, 'silver sheen'8
Christensen Residence739 Laurel AveBurlingame, CA 94010APN: 029-061-080Single Unit Dwelling & ADU1103 Juanita AvenueBurlingame, California94010650 696 1200314 Center Street #220Healdsburg, California95448707 431 13052505 BMP1.1
Best Management
PracticesDTADreiling Terrones Architecture Inc.ArchitectureInfrastructureEnvironmentsPlanning Submittal 01: 06/20/2025
Planning Re-Submittal 02: 08/04/2025
Planning Re-Submittal 03: 09/04/2025