HomeMy WebLinkAboutReso - PC - 2020.12.14 - 8CDocuSigitnvelop6 lD: DEA78943-1 99 2462}-840A-BECD93E45D97
RECORDING REQUESTED BY
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNIW DEVELOPMENT DEPARTMENT
CIry OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 940,10
2021-167912
12:35 pm 'l2l0Bl21 R1 Fee: NO FEE
Count of pages 4
Recorded in Official Records
County of San Mateo
Mark Church
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Resolution No. 2020-12.1 4-8c
722WALNUT AVENUE
028-141-200
TITLE OF DOCUMENT
I hereby certify this to be a full, true and correct copy ofthe
document it purports to be, the original of which is on file in my
office.
October 2021
(orrUl{E
Date:
Kevin Gardiner, AICP, Community Development
€u
RESOLUTION APPROVING CATEGORICAL EXEi'PTION, DESIGN REVIEW,
SPECIAL PERMIT, & VARIANCE
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS, a Categorical Exemption has been prepared and application has been made for Desion
Review. Soecial rmit. and Variance for a new atta hed oaraoe al 772 Avenue n
Vivek and Pooia Shah. propertv owners. APN: 028-141-200;
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on
December 14 2020 , at which time it reviewed and considered the staff report and all other written
materials and testimony presented at said hearing;
NOW, THEREFORE, it is RESOLVED and DETERMINED by this Ptanning Commission that:
1. On the basis of the lnitial Study and the documents submitted and revlewed, and comments
received and addressed by this Commission, it is hereby found that there is no substantial evidence
that the project set forth above will have a significant effect on the environment, and categorical
exemption, per CEQA Section 15301 (e)(1), which states that additions to existing structures
are exempt from environmental review, provided the addition will not result in an increase of
more than 50% of the floor area of the structures is exempt from environmental review. ln
urbanized areas, up to three single-family residences may be constructed or converted under
this exception, is hereby approved.
2. Said Design Review, Special Permit, and Variance are approved subject to the conditions set
forth in Exhibit "A" attached hereto. Findings for such Design Review, Special permit, and
Variance are set forth in the staff report, minutes, and recording of said meeting.
3. lt is further directed that a certified copy of this resolution be recorded in the official records of
the County of San Mateo
rrperson
f,. SCI+I4D , Secretary of the Planning Commission of City of Burlingame, dot,
hereby certify that the foregoing resoluti
Planning Commission held on the
on was introduced and adopted at a
14th dav of December, 2020 by
regular meeting of the
the following vote:
722 WALNUT AVE - RESO 2020-',12.144c
AYES: COMAROTO,
SARGENI, SCH ID, TERRONES' TSE
NOES: NONE
ABSEI{T: LOmS
RECUSED: GAIJL
ry
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review, Special permit, & Variance
772 Walnut Avenue
Effective December 28, 2020
Page 1
1 that the project shall be built as shown on the plans submitted to the Planning Division date
stamped December 1, 2020, sheets 40.00 through A3.3;
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 (FYl or amendment to be determined by planning
staff);
that any changes to the size or envelope of the first or second floors, or garage which would
include adding or enlarging a dormer (s), shall require an amendment to this permit;
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; that demolition or 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 Distric{;
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 ofall 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;
that all air ducts, plumbing vents, and flies 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;
that the project shall comply with the construction and Demolition Debris Recycling
Ordinance which requires affected demolition, new construction and alteration prolects 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;
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 snatt ue
required to comply with all the regulations of the Bay Area Air euality Management District;
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;
2
J
4
5
o
7
I
9
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review, Special permit, & Variance
772 Walnut Avenue
Effective December 28, 2020
Page 2
10. that prior to scheduling the framing inspection the applicant shall provide a certification by theproject architect or residential designer, or another architect or residential design
professional, that demonstrates that the project falls at or below the maximum approved flobr
area ratio for the property;
11
12.
IJ
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;
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 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; and
that prior to final inspection, Planning Division staff will inspect and note compliance of the
architectural details (him materials, window type, etc.) to verify that the project has been build
according to the approved Planning and Building plans.
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
53.3 T.O. FINISH FLOOR
51.5
53.2±8'-9"±8'±1'-3"SOUTH ELEVATION (FRONT)1 SCALE: 1/4" = 1'-0"
0'2'4'8'±6'-10 3/4"50.2 T.O. AVG. T.O.CURB ±28'PROPERTY LINE@ LINE A-A(SEE SITE PLAN)50.5 AVG. ORIGINAL (E) GRADE 12'7'-6"DECLINING HEIGHT
ENVELOPE
45°3'-1 1/4"PROPERTY LINE@ LINE B-B(SEE SITE PLAN)EAST ELEVATION2SCALE: 1/4" = 1'-0"
0'2'4'8'
53.3 T.O. FINISH FLOOR ±8'-9"±8'±1'-3"50.2 T.O. AVG. T.O.CURB ±8'±28'±27'-3 3/4"3'-1 1/4" T.O. FINISH FLOOR
(E) BOARD AND BATTEN
SIDING
(E) METAL AND GLASS
GARAGE DOOR
TO BE DEMO
(E) METAL
ATTIC VENT
(E) SOLID WOOD DOOR WITH
METAL FRAME. CLEAR GLASS
SIDELIGHTS WITH METAL
FRAME.
(E)(E)(E)(E)
(E)(E)
(E)
(E)
(E) WOOD BARGE
(E) CONCRETE ENTRY PORCH
AND STAIRS
(E) ALUMINUM CLAD WOOD
WINDOWS THROUGHOUT
THE HOUSE, TYP.
(E) WOOD BARGE
TO BE DEMO
(E) WOOD FASCIA
TO BE DEMO
(E) COMPOSITION ±6:12
SHED ROOF TO
REMAIN.(E) COMPOSITION
±2:12 SHED ROOF
TO REMAIN.
WOOD
BARGE
(E) ROOF SLOPE ± 6:12
(E) ROOF
TO BE DEMO
(E) WOOD BELLY BAND
(E) ALUMINUM
GUTTERS
(E) GREENERY
(E) WOOD PLANTER, TYP.
(E) WOOD PORCH ROOF
(E) WOOD COLUMN AND
PEDESTALS, TYP.
(E) HORIZONTAL SIDING,
TYP.±9'NOTE: MAIN HOUSE PERMIT# B18-0106
(E) ALUMINUM CLAD WOOD WINDOW
THROUGHOUT HOUSE, TYP.
(E) ±6:12 COMPOSITION ROOF
TO REMAIN, TYP.
(E) ±6:12 COMPOSITION ROOF
(E) 2X PLAIN WOOD CASING AT
ALL OPENINGS, TYP.
(E) POP-OUT WINDOW AT STAIR.
EXTENDS 12“ FROM SIDING.
(E)
(E)
(E)
(N)
(E)(E)(E)(E)
(E)
(E)(E)
(E) STEEL CABLE RAILING
WITH PAINTED WOOD CAP
(E) WOOD DECK
(E) WOOD FASCIA
(E) WOOD PLANTERS, TYP.(E) DOWNSPOUTS, TYP.(E) WOOD POSTS
(E) BUILT-IN BBQ ON COVERED
PATIO
(E) TREE SHOWN DASHED
(E) ALUMINUM
GUTTERS
PAINTED 2X
WOOD FASCIA
(E) ALUMINUM CLAD WOOD
WINDOWS / WOOD TRIM
THROUGHOUT THE HOUSE,
TYP.
(E) 3:12 COMPOSITION ROOF
(E) ±1‘9“ X 2‘11“ SKYLIGHT
TO REMAIN
(E) HORIZONTAL SIDING
(E) HORIZONTAL SIDING,
TYP.
(E) HORIZONTAL SIDING, TYP.
(E)HOME OWNER: VIVEK AND POOJA SHAHOCT. 15, 2020 PLANNING SUBMITTAL
AUG. 07, 2020 PLANNING RE-SUBMITTAL722 WALNUT AVENUEBURLINGAME, CA 94010 APN# 028-141-200MAR. 02, 2020 PLANNING SUBMITTAL
A3.0
EXISTING ELEVATIONS 1
1
2
1
2
53.3 T.O. FINISH FLOOR±8'-9"±8'±1'-3"50.2 T.O. AVG. T.O.CURB 3'-1 1/4"±28'WEST ELEVATION2SCALE: 1/4" = 1'-0"
0'2'4'8'
53.3 T.O. FINISH FLOOR±8'-9"±8'±1'-3"50.2 T.O. AVG. T.O.CURB 3'-1 1/4"±28'NORTH ELEVATION (REAR)1 SCALE: 1/4" = 1'-0"
0'2'4'8'±8'53.3 T.O. FINISH FLOOR ±8'-9"±8'50.2 T.O. AVG. T.O.CURB
50.5 AVG. ORIGINAL (E) GRADE 3'-1 1/4"±28'50.2 T.O. AVG. T.O.CURB±27'-3 3/4"12'DECLINING HEIGHT
ENVELOPE
45.00°7'-6" T.O. FINISH FLOOR
1 ±8'53.3 T.O. FINISH FLOOR ±8'-9"±8'±1'-3"50.2 T.O. AVG. T.O.CURB
50.5 AVG. ORIGINAL (E) GRADE 3'-1 1/4"±28'50.2 T.O. AVG. T.O.CURB±27'-3 3/4"12'DECLINING HEIGHT
ENVELOPE
45.00°7'-6" T.O. FINISH FLOORPROPERTY LINE@ LINE B-B(SEE SITE PLAN)PROPERTY LINE@ LINE B-B(SEE SITE PLAN)(E) ALUMINUM CLAD
WOOD SIDING DOORS
(E) METAL
ATTIC VENT
(E)(E)
(E)
(E)
(E) WOOD BARGE
(E) WOOD PLANTERS, TYP.
(E) WOOD STAIRS
(E) ±6:12 COMPOSITION
GABLE ROOF, TYP.
(E) ALUMINUM
GUTTER
(E) ±6:12 COMPOSITION
GABLE ROOF, TYP.
(E) ±2:12 ROOF AT GARAGE OVER
INTERIOR STAIR TO HOUSE
(E) ROOF TO BE DEMO
(E) ALUMINUM CLAD WOOD
WINDOWS / WOOD TRIM
THROUGHOUT THE HOUSE,
TYP.
(E) 2X PLAIN WOOD CASING AT
ALL OPENINGS
(E) STEEL CABLE RAILING
WITH PAINTED WOOD CAP
(E) WOOD DECK
(E) BOARD AND BATTEN SIDING
(E) HORIZONTAL SIDING,
TYP.
(E) HORIZONTAL SIDING, TYP.
(E)(E)
NOTE: MAIN HOUSE PERMIT# B18-0106
(E) HORIZONTAL
SIDING, TYP.
(E) ALUMINUM CLAD WOOD WINDOW
THROUGHOUT HOUSE, TYP.
(E) ±6:12 COMPOSITION
GABLE ROOF TO REMAIN, TYP.
SLOPE TO BE CONFIRMED
BY CONTRACTOR(E) ±6:12 COMPOSITION
GABLE ROOF, TYP.
(E) 2X PLAIN WOOD CASING AT
ALL OPENINGS
(E)(E)(E)
(E)
(E)(E)
(E)(E)
(E)
(E)
(E) ±2:12 COMPOSITION ROOF AT GARAGE OVER
INTERIOR STAIR TO HOUSE AND MUD ROOM
(E) 6:12 COMPOSITION
SHED ROOF TO REMAIN, TYP.
(E) ±1.5:12 COMPOSITION
SHED ROOF TO BE DEMO
(E) ROOF TO BE DEMO
(E) WOOD SIDING
(E)
(E) ROOF TO BE DEMO
(E) WOOD SIDING
(E) ROOF TO BE DEMO
(E) WOOD SIDING HOME OWNER: VIVEK AND POOJA SHAHOCT. 15, 2020 PLANNING SUBMITTAL
AUG. 07, 2020 PLANNING RE-SUBMITTAL722 WALNUT AVENUEBURLINGAME, CA 94010 APN# 028-141-200MAR. 02, 2020 PLANNING SUBMITTAL
A3.1
EXISTING ELEVATIONS 2
1
2
1
EAST ELEVATION2SCALE: 1/4" = 1'-0"
0'2'4'8'
53.3 T.O. FINISH FLOOR ±8'-9"±8'±1'-3"50.2 T.O. AVG. T.O.CURB ±8'±28'±27'-3 3/4"3'-1 1/4" T.O. FINISH FLOOR
53.3 T.O. FINISH FLOOR
51.5
53.2±8'-9"±8'±1'-3"SOUTH ELEVATION (FRONT)1 SCALE: 1/4" = 1'-0"
0'2'4'8'±6'-10 3/4"50.2 T.O. AVG. T.O.CURB ±28'PROPERTY LINE@ LINE A-A(SEE SITE PLAN)SIDE SETBACK@ LINE B-B(SEE SITE PLAN)50.5 AVG. ORIGINAL (E) GRADE 12'7'-6"DECLINING HEIGHT
ENVELOPE
45°3'-1 1/4"PROPERTY LINE@ LINE B-B(SEE SITE PLAN)(E) BOARD AND BATTEN
SIDING
(E) METAL AND GLASS
GARAGE DOOR
(E) METAL
ATTIC VENT
(E) SOLID WOOD DOOR WITH
METAL FRAME. CLEAR GLASS
SIDELIGHTS WITH METAL
FRAME.
(E)(E)(E)(E)
(E)(E)
(N)
(E)
(E) WOOD BARGE
(E) CONCRETE ENTRY PORCH
AND STAIRS
(E) ALUMINUM CLAD WOOD
WINDOWS THROUGHOUT
THE HOUSE, TYP.
(N) WOOD BARGE(N) WOOD
FASCIA
(E) COMPOSITION ±6:12
SHED ROOF TO
REMAIN.
(E) COMPOSITION
±2:12 SHED ROOF
TO REMAIN.
WOOD
BARGE
12
±6
(E) ROOF SLOPE ± 6:12
(E) WOOD BELLY BAND
(E) ALUMINUM
GUTTERS
(E) GREENERY
(E) WOOD PLANTER, TYP.
(E) WOOD PORCH ROOF
(E) WOOD COLUMN AND
PEDESTALS, TYP.
(E) HORIZONTAL SIDING,
TYP.
(N) ± 2:12 COMPOSITION
ROOF
NOTE: MAIN HOUSE PERMIT# B18-0106
(E) ALUMINUM CLAD WOOD WINDOW
THROUGHOUT HOUSE, TYP.
(E) ±6:12 COMPOSITION ROOF
TO REMAIN, TYP.
(E) ±6:12 COMPOSITION ROOF
(E) 2X PLAIN WOOD CASING AT
ALL OPENINGS, TYP.
(E) POP-OUT WINDOW AT STAIR.
EXTENDS 12“ FROM SIDING.
(E)
(E)
(E)
(N)
(E)(E)(E)(E)
(E)
(N)
(E) STEEL CABLE RAILING
WITH PAINTED WOOD CAP
(E) WOOD DECK
(E) WOOD FASCIA
(E) WOOD PLANTERS, TYP.(E) DOWNSPOUTS, TYP.(E) WOOD POSTS
(E) BUILT-IN BBQ ON COVERED PATIO
(E) TREE SHOWN DASHED
(E) ALUMINUM
GUTTERS
PAINTED 2X
WOOD FASCIA (E) ±1‘9“ X 2‘11“ SKYLIGHT
TO REMAIN
(E) HORIZONTAL SIDING
(E) HORIZONTAL SIDING,
TYP.
(N) HORIZONTAL
SIDING, TYP.±8'(N) PAINTED 2X
WOOD FASCIA
(N) ALUMINUM
GUTTER
(N) 3:12 COMPOSITION ROOF
2
(E) ALUMINUM CLAD WOOD
WINDOWS / WOOD TRIM
THROUGHOUT THE HOUSE,
TYP.
(N) ALUMINUM CLAD WOOD
WINDOWS / WOOD TRIM
THROUGHOUT THE HOUSE,
TYP.
(N)(N)
2
2 HOME OWNER: VIVEK AND POOJA SHAHOCT. 15, 2020 PLANNING SUBMITTAL
AUG. 07, 2020 PLANNING RE-SUBMITTAL722 WALNUT AVENUEBURLINGAME, CA 94010 APN# 028-141-200MAR. 02, 2020 PLANNING SUBMITTAL
A3.2
PROPOSED ELEVATIONS 1
1
2
2
NORTH ELEVATION (REAR)1 SCALE: 1/4" = 1'-0"
0'2'4'8'±8'53.3 T.O. FINISH FLOOR ±8'-9"±8'±1'-3"50.2 T.O. AVG. T.O.CURB
50.5 AVG. ORIGINAL (E) GRADE PROPERTY LINE@ LINE B-B(SEE SITE PLAN)3'-1 1/4"±28'50.2 T.O. AVG. T.O.CURB±27'-3 3/4"12'DECLINING HEIGHT
ENVELOPE
45.00°7'-6" T.O. FINISH FLOOR
WEST ELEVATION2SCALE: 1/4" = 1'-0"
0'2'4'8'
53.3 T.O. FINISH FLOOR±8'-9"±8'±1'-3"50.2 T.O. AVG. T.O.CURB 3'-1 1/4"±28'(E) ALUMINUM CLAD
WOOD SIDING DOORS
(E) METAL
ATTIC VENT
(E)(E)
(E)
(E) WOOD BARGE
(E) WOOD PLANTERS, TYP.
(E) WOOD STAIRS
(E) ±6:12 COMPOSITION
GABLE ROOF, TYP.
(E) ±6:12 COMPOSITION
GABLE ROOF, TYP.
(E) 2X PLAIN WOOD CASING AT
ALL OPENINGS
(E) STEEL CABLE RAILING
WITH PAINTED WOOD CAP
(E) WOOD DECK
(E) BOARD AND BATTEN SIDING
±10'-4 1/4"(E) HORIZONTAL
SIDING, TYP.
(E) ALUMINUM CLAD WOOD WINDOW
THROUGHOUT HOUSE, TYP.
(E) ±6:12 COMPOSITION
GABLE ROOF TO REMAIN, TYP.
SLOPE TO BE CONFIRMED
BY CONTRACTOR(E) ±6:12 COMPOSITION
GABLE ROOF, TYP.
(E) 2X PLAIN WOOD CASING AT
ALL OPENINGS
(E)(E)(E)
(E)
(E)(E)
(E)(E)
(E)
(E)
(E) ±2:12 COMPOSITION ROOF AT GARAGE OVER
INTERIOR STAIR TO HOUSE AND MUD ROOM
(E) 6:12 COMPOSITION
SHED ROOF TO REMAIN, TYP.
(N) ±2:12 COMPOSITION
SHED ROOF
(N) 3:12 COMPOSITION
GABLE ROOF, TYP.
(N) WOOD ROOF FASCIA
ALUMINUM
GUTTERS
EXTERIOR
INTERIOR
GUTTER
(N) CLASS ‘A‘ COMPOSITION SHINGLE ROOFING,
O/ (2) LAYERS 15# ROOFING FELT, TYP.
MIN (1) LAYER ROOF'G FELT PER CRC R905.2 - LAP A
LAYER UNDER AND OVER GUTTER FLSH'G
PLYWD. SHT'G
2X6 ROOF RAFTERS
TYP. ROOF CONSTRTUCTION:
1-HOUR FIRE RATED WALL ASSEMBLY:
2X6 WOOD STUDS 16" O.C. WITH FIBER CEMENT
SIDING. INTERIOR 5/8" TYPE X GYPSUM WALLBOARD
APPLIED VERTICALLY OR HORIZONTALLY NAILED
WITH 6D COOLER OR WALLBOARD NAILS AT 7" ON
CENTER WITH END JOINTS ON NAILING MEMBERS.
STAGGER JOINTS EACH SIDE.
NO VENTILATION
AT EAVE HERE
CEMENT BOARD
TYP. NEW EAVE DETAIL4SCALE: 1/2" = 1'-0"
FOUNDATION DETAIL3SCALE: 1/2" = 1'-0"
P.T. SILL
SLOPE GRADE
DEPTH BELOW GRADE TO BE 20"
PER CITY ORDINANCE
AVG. NATURAL GRADE
8" MIN. WOOD TO GRADE.
2" MIN. SIDING TO PAVING.
PER CRC 317.1
MIN 14" WIDE
PER CITY ORDINANCE
SEE STRUCTURAL ON
2/A1.0 FOR FOUNDATION
DESIGN
1-HOUR FIRE RATED WALL ASSEMBLY:
2X6 WOOD STUDS 16" O.C. WITH FIBER CEMENT
SIDING. INTERIOR 5/8" TYPE X GYPSUM
WALLBOARD APPLIED VERTICALLY OR
HORIZONTALLY NAILED WITH 6D COOLER OR
WALLBOARD NAILS AT 7" ON CENTER WITH END
JOINTS ON NAILING MEMBERS. STAGGER JOINTS
EACH SIDE.
NOTE: MAIN HOUSE PERMIT# B18-0106
(N) HORIZONTAL SIDING, TYP.
(N) ±2:12 ROOF AT GARAGE
OVER
INTERIOR STAIR TO HOUSE
(N) 3:12 COMPOSITION ROOF
(N) HORIZONTAL
SIDING, TYP.
(N) ALUMINUM CLAD WOOD
WINDOWS / WOOD TRIM
THROUGHOUT THE HOUSE,
TYP.
2
(E) ALUMINUM CLAD WOOD
WINDOWS / WOOD TRIM
THROUGHOUT THE HOUSE,
TYP.
(E) ALUMINUM
GUTTER
(E) HORIZONTAL SIDING,
TYP.
(N)(N)
2
HOME OWNER: VIVEK AND POOJA SHAHOCT. 15, 2020 PLANNING SUBMITTAL
AUG. 07, 2020 PLANNING RE-SUBMITTAL722 WALNUT AVENUEBURLINGAME, CA 94010 APN# 028-141-200MAR. 02, 2020 PLANNING SUBMITTAL
A3.3
PROPOSED ELEVATIONS 2
1
2
2
51.4
50.6
49.2
48.1
48.1
FL
48.7
TC
49.6
TC
49.6
FL
50.4
TC
51.4
TC
50.8
FL
52.0
TC
52.2
BW
49.5
BW
PPRIM=50.63SSMHEl=47.26" FL48.0
TC
48.3
FL
49.4
TC
50.3
TC
49.7
FL
50.5
FL
51.0
TC
51.2
TC
51.5
BW
50.9
BW
50.3
BW
49.7
BW
49.0
BW
47.8
BW
48.9
SSCOWM50.08 TREE 50.810 TREE51.251.5
51.5
51.4
50.2
51.5
51.8
5
2
.
0 52.0
51.9 52.06 4 JAPANESE MAPLE51.8
52.8
18 OAK
52.4 52.4El=50.00
BENCHMARK SE
T
N
S
ASSUMED
49.549.649.651.4
50.650.9
SSCO
51.0
51.26 TREE
49.949.849.750.15
0
.
0
50.0
El=50.0
GARAGE SLAB
49.9
49.9FL49.9FL49.7FL49.6FL49.4FL49.3FL49.1FL49.649.749.450.050.049.0 48.949.0
49.950.5
49.84
9
.
5
49.020 RDWD
48.
7
49.149.248.148.05
1
.
751.951.
8
51.951.852.35
2
.
0
51.7
GATE
51.552.052.252.152.451.
7
5
1
.
3
51.38 6 TREE 51.78 8 PALM51.351.351.
1
51.151.1
51.051.3
51.251.151.3
51.3SSCO50.0
50.150.249.951.0
49.949.74
9
.
3
4
9
.
1
49.04
8
.
9
4
8
.
949.048.9
49.84
9
.
6 50.250.551.050.614 TREE
50.78 TREE
50.48 TREE50.06 PEAR
48.7
48.5
48.5
48.5
48.248.648.748.648.64
9
.
0
49.0
49.149.048.949.249
.
3
49.2
49.249.249.249.
2
49.3
49.249.248.948.848.9
48.9
6 RDWD
48.8
10 RDWD
48.8
10 RDWD
48.910 TREE
48.6 49.449.3
49.3
49.6
49.
8
50.1
50.0 51.0
50.0
El=53.1WOODDECK4
9
.
9
49.749.649.4
49.3
49.1
49.2
El=49.6
FINISH FLOOR
4
9
.
1
36 30 RDWD
47.5
47.2
4
8
.
9
47.547.046.947.345.4
47.2
48.1
56.6
RIDGE
59.0
RIDGE
75.2
RIDGE 78.2RIDGE51.051.451.349.4
2
4
2
4
O
A
K 52.052.048.049.449.2
FIRE HYDRANT 2
7
5
'
N50°23'46"W
50.00'
N35°57'46"E
182.21'
N46°47'00"W
50.33'
S35°58'23"W
179.03'
FIRE HYDRANT 2
2
5
'DrivewayBuilding
2nd Story
Building Line
Building DrivewayTanbarkGravelGravelDirt
Building
Bay Window Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Conc.
Conc.
Dirt
GravelWood
Ret.
Wall
Brick
Brick
Brick
LAWN
Wood
Steps
Conc.
DirtBrick Ret.
Wall
Brick
BBQ
Overhang
Conc. Ret. Wall W
i
t
h
Wood Fence On T
o
p
Conc. Ret. Wall W
i
t
h
Wood Fence On T
o
p
Brick Ret.
Wall
Brick Ret.
Wall
Brick Ret.
Wall Brick Ret.
Wall
Brick Planter
Brick Planter
(Below)
Brick PlanterBrick Planter
Brick Planter
Conc.Dirt
Dirt
(Below)
Conc. Ret. Wall W
i
t
h
Wood Fence On T
o
p
Overhang
Brick Ret.
Wall
2nd Story
Building Line
Conc.
Curb
Conc.
Curb
Conc. SidewalkConc. SidewalkConc. SidewalkDirtConc. Curb/GutterConc. Curb/GutterConc. Curb/GutterConc. Curb/GutterDirtBrick Wall With
Fence On Top
6" SS SLOPE=-5.8%6" SS SLOPE=-0.5%BrickBorderTyp.0.8'
0.9'
3.1'47484
9 5049
4949495051
4950
50
51
51
49
49 5252
47
48
4
9
5
1
(50' WIDE)WALNUT AVE.51.6
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSCO
SSCO 50'-4"14'-13 4"
CITY'S RIGHT OF WAY
FROM PROPERTY LINE
TO FACE OF CURB
A
B
C
182'-21 2 "
179'-01 4 "50'-0"11.4'5.8'24.8'12.5'19.7'
NEW FIRST STORY
REAR SETBACK
PROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINE(E) DS(E) DS
(N) DS
(N) DS (E) DS
(E) DS
±6:12
±6:12
±6:12
±6:12
±2:12
±3:12
±3:12
(WATER)
(ELEC.)(SEWER)
(E) SEWER CLEANOUT
(E) BOUNDARY FENCE
STARTS HERE
(E) WATER METER
(E) ±1'-0" WOOD
RETAINING WALL
(E) ±4'-0" LATICE FENCE
(E) BOUNDARY FENCE STARTS HERE
(E) ±2'-0" HIGH CONCRETE
RETAINING WALL WITH ±6'-0"
WOOD FENCE ABOVE WITH
±1'-0" LATTICE AT TOP
(E) HOUSE OUTLINESHOWN DASHED
ONE-STORY OUTDOOR
UNCOVERED PATIO
(UNDER CONSTRUCTION)
(E) BRICK PAVING
TO REMAIN
(E) ±6'-0" FENCE WITH
±1'-0" LATTICE ABOVE
CONC. RETAINING WALL
HEIGHT ±2'-0"
(E) BOUNDARY
FENCE
(E) BOUNDARY
FENCE
(E) BOUNDARY FENCE
(E) ±6'-0" FENCE
WITH ±1'-0" LATTICE ABOVE (E) BOUNDARY FENCE
ENDS HERE PER SURVEY
(E) BOUNDARY FENCE
ENDS HERE PER SURVEY
(N) ROOF SLOPE, DRAINAGE
DIRECTION AND MATERIAL
TO BE CONFIRMED WITH
CONTRACTOR ON SITE
(E) BOUNDARY FENCE
(E) 9X20 OPEN PARKING
TO REMAIN SHOWN SHADED
(E) CRAWL SPACE
ACCESS TO REMAIN
(E) GAS METER
TO REMAIN
(E) SEWER CLEANOUT
(E) 200 AMP ELEC.
METER TO REMAIN4'-0"SIDESETBACK20'-0"
REAR SETBACK
4'-0"SIDESETBACK(E) CONC. CURB
TO BE DEMO
±6:12
±6:12
±6:12
±6:12
±2:12
±1.5:12
±3:12
±3:12
±6:12
20'-0"
FRONT SETBACK
3'-112"A/C A/C
B
A
N2'-612"#3 NOTE: THE ROOF EAVES WILL NOT PROJECT WITHIN TWO FEET
OF THE PROPERTY LINE. 2016 CRC TABLE R302.1(1) OR 2016 CBC
TABLE 705.2
#10 NOTE: AVERAGE ORIGINAL EXISTING GRADE AT WEST SIDE OF
PROPERTY IS (48.0+49.2) /2 = 48.6
#8 AVERAGE ORIGINAL EXISTING GRADE AT EAST SIDE OF
PROPERTY IS (49.4+51.6) /2 = 50.5
#5 NOTE: LANDSCAPE WILL REMAIN AS IS IN AREAS
UNAFFECTED BY THE BUILDING ADDITIONS OR ALTERATIONS.
#1 NOTE: ALL ROOF DOWNSPOUTS TO BE LED INTO TIGHT LINE
DISPOSAL PIPES THAT DEPOSIT WATER AWAY FROM THE
BUILDING FOUNDATIONS AND INTO SUITABLE DISPOSAL AREA.
#7 THE SITE TO BE FINE-GRADED TO DIRECT WATER TO FLOW AWAY
FROM THE BUILDING FOUNDATIONS.
#13 NOTE: PLEASE REFER TO SURVEY ON SHEET SU-01 IN
DRAWING SET FOR DETAILED SITE INFO.
#2 NOTE: ALL NEW IMPERVIOUS AREA, INCLUDING BUT NOT
LIMITED TO ADDITIONS, STORM WATER MUST BE RETAIN ON SITE.
#9 NOTE: MAIN HOUSE PERMIT# B18-0106
#12 NOTE: NEW ADU UTILITIES TO BE CONNECTED TO MAIN HOUSE
UTILITIES.
#14 NOTE: PLEASE BE AWARE THAT THE SANITARY SEWER LATERAL
FROM THE ACCESSORY DWELLING UNIT SHALL BE CONNECTED TO THE
EXISTING LATERAL ON PRIVATE PROPERTY SIDE PER MUNICIPAL
CODE15.08.050, NO SUBLATERAL TO THE MAIN SEWER IS PERMITTED.
#6 NOTE: NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE
AT 54 INCHES FROM BASE OF TREE MAY BE REMOVED WITHOUT
A PROTECTED TREE REMOVAL PERMIT FROM THE PARK DIVISION.
(558-7330).
#15 NOTE: 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.
#16 NOTE: THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE
TESTED PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION
IS AVAILABLE AT THE BUILDING DEPARTMENT COUNTER. A SEWER
LATERAL TEST ENCROACHMENT PERMIT IS REQUIRED.
#11 NOTE: EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM
THE PROPERTY LINE WILL BE BUILT OF ONE-HOUR FIRE-RATED
CONSTRUCTION. 2016 CRC TABLE R302.1(1) OR 2016 CBC TABLE 602
JESSICA SIN
C-35445
REN 5/31/21 HOME OWNER: VIVEK AND POOJA SHAHOCT. 15, 2020 PLANNING SUBMITTAL
AUG. 07, 2020 PLANNING RE-SUBMITTAL722 WALNUT AVENUEBURLINGAME, CA 94010 APN# 028-141-200MAR. 02, 2020 PLANNING SUBMITTAL
A1.0
(E) SITE PLAN
1
2
1
#4 NOTE: ALL ROOF PROJECTIONS WHICH PROJECT BEYOND THE
POINT WHERE FIRE-RESISTIVE CONSTRUCTION WOULD BE
REQUIRED WILL BE CONSTRUCTED OF ONE-HOUR
FIRE-RESISTANCE-RATED CONSTRUCTION PER 2016 CRC § R302.1
(1) OR 2016 CBC § 705.2
Scale: 1/8" = 1'-0"
EXISTING SITE PLAN1 00 84
51.4
50.6
49.2
48.1
48.1
FL
48.7
TC
49.6
TC
49.6
FL
50.4
TC
51.4
TC
50.8
FL
52.0
TC
52.2
BW
49.5
BW
PPRIM=50.63SSMHEl=47.26" FL48.0
TC
48.3
FL
49.4
TC
50.3
TC
49.7
FL
50.5
FL
51.0
TC
51.2
TC
51.5
BW
50.9
BW
50.3
BW
49.7
BW
49.0
BW
47.8
BW
48.9
SSCOWM50.08 TREE 50.810 TREE51.251.5
51.5
51.4
50.2
51.5
51.8
5
2
.
0 52.0
51.9 52.06 4 JAPANESE MAPLE51.8
52.8
18 OAK
52.4 52.4El=50.00
BENCHMARK SE
T
N
S
ASSUMED
49.549.649.651.4
50.650.9
SSCO
51.0
51.26 TREE
49.949.849.750.15
0
.
0
50.0
El=50.0
GARAGE SLAB
49.9
49.9FL49.9FL49.7FL49.6FL49.4FL49.3FL49.1FL49.649.749.450.050.049.0 48.949.0
49.950.5
49.84
9
.
5
49.020 RDWD
48.
7
49.149.248.148.05
1
.
751.951.
8
51.951.852.35
2
.
0
51.7
GATE
51.552.052.252.152.451.
7
5
1
.
3
51.38 6 TREE 51.78 8 PALM51.351.351.
1
51.151.1
51.051.351.251.151.3
51.3SSCO50.0
50.150.249.951.0
49.949.74
9
.
3
4
9
.
1
49.04
8
.
9
4
8
.
949.048.9
49.84
9
.
6 50.250.551.050.614 TREE
50.78 TREE
50.48 TREE50.06 PEAR
48.7
48.5
48.5
48.5
48.248.648.748.648.64
9
.
0
49.0
49.149.048.949.249
.
3
49.2
49.249.249.249.
2
49.3
49.249.248.948.848.9
48.9
6 RDWD
48.8
10 RDWD
48.8
10 RDWD
48.910 TREE
48.6 49.449
.3
49.3
49.6
49.
8
50.1
50.0 51.0
50.0
El=53.1WOODDECK4
9
.
9
49.749.649.4
49.3
49.1
49.2
El=49.6
FINISH FLOOR
4
9
.
1
36 30 RDWD
47.5
47.2
4
8
.
9
47.547.046.947.345.4
47.2
48.1
56.6
RIDGE
59.0
RIDGE
75.2
RIDGE 78.2RIDGE51.051.451.349.4
2
4
2
4
O
A
K 52.052.048.049.449.2
FIRE HYDRANT
2
7
5
'
N50°23'46"W
50.00'
N35°57'46"E
182.21'
N46°47'00"W
50.33'
S35°58'23"W
179.03'
FIRE HYDRANT 2
2
5
'DrivewayBuilding
2nd Story
Building Line
Building DrivewayTanbarkGravelGravelDirt
Building
Bay Window Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Dirt
Conc.
Conc.
Dirt
GravelWood
Ret.
Wall
Brick
Brick
Brick
LAWN
Wood
Steps
Conc.
DirtBrick Ret.
Wall
Brick
BBQ
Overhang
Conc. Ret. Wall W
i
t
h
Wood Fence On T
o
p
Conc. Ret. Wall W
i
t
h
Wood Fence On T
o
p
Brick Ret.
Wall
Brick Ret.
Wall
Brick Ret.
Wall Brick Ret.
Wall
Brick Planter
Brick Planter
(Below)
Brick PlanterBrick Planter
Brick Planter
Conc.Dirt
Dirt
(Below)
Conc. Ret. Wall W
i
t
h
Wood Fence On T
o
p
Overhang
Brick Ret.
Wall
2nd Story
Building Line
Conc.
Curb
Conc.
Curb
Conc. SidewalkConc. SidewalkConc. SidewalkDirtConc. Curb/GutterConc. Curb/GutterConc. Curb/GutterConc. Curb/GutterDirtBrick Wall With
Fence On Top
6" SS SLOPE=-5.8%6" SS SLOPE=-0.5%BrickBorderTyp.0.8'
0.9'
3.1'47484
9 5049
4949495051
4950
50
51
51
49
49 5252
47
48
4
9
5
1
(50' WIDE)WALNUT AVE.51.6
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINEN
(E) DS(E) DS
(N) DS
(N) DS (E) DS
(E) DS
(N) DS
(N) DS (N) DS
(N) DS 50'-4"±6:12
±6:12
±6:12
±6:12
±2:12
±2:12±3:12
±3:12
14'-13 4"
CITY'S RIGHT OF WAY
FROM PROPERTY LINE
TO FACE OF CURB
A
B
C
(WATER)
(ELEC.)(SEWER)
(E) SEWER CLEANOUT
(E) BOUNDARY FENCE
STARTS HERE
(E) WATER METER
(E) ±1'-0" WOOD
RETAINING WALL
(E) ±4'-0" LATICE FENCE(E) BOUNDARY FENCE STARTS HERE
(E) ±2'-0" HIGH CONCRETE
RETAINING WALL WITH ±6'-0"
WOOD FENCE ABOVE WITH
±1'-0" LATTICE AT TOP
(E) HOUSE OUTLINESHOWN DASHED
ONE-STORY OUTDOOR
UNCOVERED PATIO
(UNDER CONSTRUCTION)
(E) BRICK PAVING
TO REMAIN
(E) ±6'-0" FENCE WITH
±1'-0" LATTICE ABOVE
CONC. RETAINING WALL
HEIGHT ±2'-0"
(E) BOUNDARY
FENCE
(E) BOUNDARY
FENCE
(E) BOUNDARY FENCE
(E) ±6'-0" FENCE
WITH ±1'-0" LATTICE ABOVE
NEW ADU ADDITION
SHOWN HATCH
(E) BOUNDARY FENCE
ENDS HERE PER SURVEY
(E) BOUNDARY FENCE
ENDS HERE PER SURVEY
(N) ROOF SLOPE, DRAINAGE
DIRECTION AND MATERIAL
TO BE CONFIRMED WITH
CONTRACTOR ON SITE
(E) BOUNDARY FENCE
(E) 9X20 OPEN PARKING
TO REMAIN SHOWN SHADED
(E) CRAWL SPACE
ACCESS TO REMAIN
(E) GAS METER
TO REMAIN
(E) SEWER CLEANOUT
(E) 200 AMP ELEC.
METER TO REMAIN
182'-21 2 "
179'-01 4 "50'-0"11.4'5.8'24.8'12.5'19.7'
19.9'
NEW FIRST STORY
REAR SETBACK
2'-612"HOME OWNER: VIVEK AND POOJA SHAHOCT. 15, 2020 PLANNING SUBMITTAL
AUG. 07, 2020 PLANNING RE-SUBMITTAL722 WALNUT AVENUEBURLINGAME, CA 94010 APN# 028-141-200MAR. 02, 2020 PLANNING SUBMITTAL
A1.1
(N) SITE PLAN
1
2
2
Scale: 1/8" = 1'-0"
PROPOSED SITE PLAN1 00 84
2
#1 NOTE: ALL ROOF DOWNSPOUTS TO BE LED
INTO TIGHTLINE DISPOSAL PIPES THAT DEPOSIT
WATER AWAY FROM THE BUILDING FOUNDATIONS
AND INTO SUITABLE DISPOSAL AREA.
#2 NOTE: ALL NEW IMPERVIOUS AREA, INCLUDING
BUT NOT LIMITED TO ADDITIONS, STORM WATER
MUST BE RETAIN ON SITE.
#3 NOTE: THE ROOF EAVES WILL NOT PROJECT
WITHIN TWO FEET OF THE PROPERTY LINE. 2016
CRC TABLE R302.1 (1) OR 2016 CBC TABLE 705.2
#4 NOTE: ALL ROOF PROJECTIONS WHICH
PROJECT BEYOND THE POINT WHERE
FIRE-RESISTIVE CONSTRUCTION WOULD BE
REQUIRED WILL BE CONSTRUCTED OF ONE-HOUR
FIRE RESISTANCE-RATED CONSTRUCTION PER
2016 CRC § R302.1(1) OR 2016 CBC § 705.2.
#5 NOTE: LANDSCAPE WILL REMAIN AS IS IN
AREAS UNAFFECTED BY THE BUILDING ADDITIONS
OR ALTERATIONS.
#6 NOTE: NO EXISTING TREE OVER 48 INCHES IN
CIRCUMFERENCE AT 54 INCHES FROM BASE OF
TREE MAY BE REMOVED WITHOUT A PROTECTED
TREE REMOVAL PERMIT FROM THE PARK
DIVISION. (558-7330)
#7 NOTE: THE SITE TO BE FINE-GRADED TO
DIRECT WATER TO FLOW AWAY FROM THE
BUILDING FOUNDATIONS.
#8 NOTE: AVERAGE ORIGINAL EXISTING GRADE AT
EAST SIDE OF PROPERTY IS (49.4+51.6) /2 = 50.5
#9 NOTE: MAIN HOUSE PERMIT # B18-0106
2
#10 NOTE: AVERAGE ORIGINAL EXISTING GRADE
AT WEST SIDE OF PROPERTY IS (40.0+49.2) /2 =
48.6
#11 NOTE: EXTERIOR BEARING WALLS LESS THAN
FIVE FEET FROM THE PROPERTY LINE WILL BE
BUILT OF ONE-HOUR FIRE RATED CONSTRUCTION.
2016 CRC TABLE R302.1(1) OR 2016 CBC TABLE 602.
#12 NOTE: NEW ADU UTILITIES TO BE CONNECTED
TO MAIN HOUSE UTILITIES.
#13 NOTE: PLEASE REFER TO SURVEY ON SHEET
SU-01 IN DRAWING SET FOR DETAILED SITE INFO.
#14 NOTE: PLEASE BE AWARE THAT 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.
#15 NOTE: 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.
#16 NOTE: THE SANITARY SEWER LATERAL
(BUILDING SEWER) SHALL BE TESTED PER
ORDINANCE CODE CHAPTER 15.12, TESTING
INFORMATION IS AVAILABLE AT THE BUILDING
DEPARTMENT COUNTER. A SEWER LATERAL TEST
ENCROACHMENT PERMIT IS REQUIRED.