HomeMy WebLinkAboutReso - PC - 2021.03.22 - 7ADocuSign Envelope li. 7 1 4427 6C-21 6E-4AF9-ACA5- I AO 1 E30AB5D E
RECORDING REQUESTED BY:
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 940,10
2021-166096
1:43 pm 12ligl21 Rl Fee: NO FEE
Count of Pages 4
Recorded in Official Records
County of San Mateo
Mark Church
Asseesor-Cou nty Clerk-Recorder
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Resolution No. 2021 -03.22-7 a
224 CHANNING ROAD
029-263-210
TITLE OF DOCUMENT
I hereby certify this to be a full, true and correct copy of the
document it purports to be, the original of which is on file in my
office.
October 2021
&r^^itn, hrkwt
q#.HE
dUNE
Date:
Kevin Gardiner,, Community Development
RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW
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 fo r a second story addition to an existino sino le familv dwellino a|224 Channi Road, Zoned
R-1 . Matthew an d Kia Germino, Dropertv owners.APN: 029-263-210
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on
March 22.2021, 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:
On the basis of the lnitial Study and the documents submifted and reviewed, 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 1 5301 (e)(1) of the CEQA Guidelines, 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 before the addition, is hereby
approved.
2. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached
hereto. Findings for such Design Review 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
hairmanfSrb, Secretary of the Planning Commission of the City of Burlingame, do
hereby certify that the foregoing resoluti
Planning Commission held on the
??lf9HAn tNG RD - RESO 202.r-tt3.22-7aAYES: COIIAROTO, GAUL, LOmS,
SCH ID, TERROI{ES, TSENOES: NONE
ABSEI{T NONE
RECUSED: SARGEI{T
on was introduced and adopted at a regula
nd of March 2021 by the
r meeting of the
following vote:
Secretary
EXHIBIT "A"
Conditions of Approval for Categorical Exemption and Design Review
224 Ghanning Road
Effective April 1, 2021
Page 1
1 that the poect shall be built as shown on the plans submitted to the Planning Division date
stamped March 15, 2021, sheets A.1 through A.8;
that the existing nonconforming front porch, first floor bay window and front wall (and
foundation) located within the front setback at 12'-8" (closest point) where 16 -8" is the block
average and required per code, measuring 27'-3" in length, shall not be removed during
construction; the proposed plan includes modification of the front porch to open up the
interior, however the foundation, wall and roof are to remain in place and shall not be
removed during construction; if the front porch or front bay window and/or front wall are
removed a Front Setback Variance will be required to replace the porch and/or front bay and
wall at the same location or an application for a Design Review Amendment will be required
showing compliance with current setback requirements;
that the plans submitted for building permit plan check shall be revised to include notes on all
of the following sheets: site plan, floor plans, foundation plans, structural plans and
elevations, that explicitly states the following note for the existing nonconforming front porch,
front bay and front wall and foundation along the front building elevation: "Existing
nonconforming wall and foundation to remain- No modifications to studs or foundation shall
occur'';
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 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;
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;
2
4
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 District;
5.
6.
7.
8.
o
EXHIBIT'4"
Conditions of Approval for Categorical Exemption and Design Review
224 Channing Road
Effective April 1, 202'l
10. 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;
11. 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;
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
12. 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 prolect falls at or below the maximum approved floor
area ratio for the property;
IJ,
14
15
16
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;
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;
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
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.
(N) TOP OF RIDGE
-----------------30'-0"MAX HEIGHTLIMIt—-- — — — — ——
WATTS MAX.
PROPOSED REAR ELEVATION
SCALE: 1/4"=1'-O"
EXISTING REAR ELEVATION
SCALE: 1/4"=1'-O"
D.H.E. 4831 = 49.6 +48.15
2
-------------
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SIDE SET BACK
(E) GABLE
Ab END VENT
30'-0" MAX HEIGHT LIMIT
6x WOOD
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(N) STUCCO, TYP.
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2'-6"
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SCALE: 1/4"=1'-O"
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(N) 1'-6"
EAVE TO
MATCH (E) \ \
(E) CHIMNEY FOR \
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FIREPLACE
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TRUE -DIVIDED LITES TO
MATCH EXISTING BY
PELLA
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(E) ILLUMINATED
ADDRESS
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EXISTING FRONT ELEVATION
SCALE: 1/4"=1'-O"
ADDRESS
T.O.C. 49.95 = 49.9+50.0
2
REVISIONS
BY
PLANNING
02/06/21 ARM
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
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(E) MAIN FLOOf
EL. +51.6
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(E) COMP. SHINGLES
ROOFING
(E) COMP. SHINGLES
ROOFING
_ _ _ _ _30'-0" MAX HEIGHT LIMIT
COMP. SHINGLES
ROOFING, TYP.
7- � � �
(E) (E)
PROPOSED RIGHT ELEVATION
SCALE: 1/4"=1'-O"
EXISTING RIGHT ELEVATION
SCALE: 1/4"=1'-O"
ml
12" WOOD BAND
6x WOOD
CORBELS
(E) GRADE
GRADE
(N) TOP OF RIDGE
ELASHTOMERIC SHEET
WATERPROOFING EXTED AS NOTED
SLOPE METAL FLASHING WITH DRIP
EXTEND 4" MIN ABOVE CEDAR
WOOD TRIM PER ELEVATION
WINDOW FRAME
WINDOW FRAME
SEALANT
WOOD TRIM PER
ELEVATION
ELASHTOMERIC SHEET
WATERPROOFING EXTED AS
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HEAD
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SCALE: 1n=1'-0n
COMPOSITION SHINGLE
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INSULATION
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SCALE: 1"=1'—On
COMPOSITION SHINGLES W/
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GRACE ICE S WATER SHIELD OVER 1/2"
PLYWOOD SHEATHING
3x BLOCKING W/ VULCAN VENTS MODEL
"3522(5) - CORROSION RESISTANT,
NON COMBUSTIBLE WIRE MESH W/ 1/8"
OPENINGS OR ITS EQUIVALENT.
LEAFGUAR) SHEDDING
HOOD
GALV. GUTTER
2x FIRE RETARDANT/
IGNITION-RE515TANT MATERIAL,
PRESSURE TREATED LUMBER
FASCIA 4 RAFTER TAIL
Ya" CEMENT PLASTER FIN. 0/
2-LAYERS GRADE 'D' BLDG
PAPER
OVER 1/2" GYPSUM BD.
3 FIRE RATED SAVE DETAI
SCALE: 1A=1'-0"
YP. BD.
EADER PER PLAN
DBL 2x SILL
2x BLOCKING OMIT
AT PLYWD.5HEARWALL
GYP. BD.
PROVIDE GSM INSULATION STOP
TO PREVENT INSULATION FROM
BLOCKING VENTS.
2x BLOCKING W/ (3) 24 VENT HOLES
-@ EACH BLOCKING W/ MESH WIRE
SCREEN
METAL FLASHING
5" G.I. HALF ROUND GUTTER
lx(o 'V' GROOVE, T4G PANEL,
TYP,
2x TRIM
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2-LAYER5 GRADE 'D' BLDG
PAPER
2x FIRE RETARDANT
PRESSURE TREATED STOP
BATT INSULATION
5/5" TYPE 'X' GYP. BD_
BUILDING WALL W/
BATT INSULATION
REVISIONS
BY
PLANNING
02/06/21 ARM
Anal Vwlo
VIVALREM
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
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SHEET NO.
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OF SHEETS
TOP OF RIDGE
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30'-0"MAX HEIGHT LIMIT ------------------
UJOOD— IUINDOIU AGGESS
PROPOSED LEFT ELEVATION
SCALE: 1/4"=1'-O"
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(E) TOP OF I ROOFING
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EXISTING LEFT ELEVATION
SCALE: 1/4"=1'-O"
EE = EMERGENGi EGRESS
REVISIONS
BY
PLANNING
02/06/21 ARM
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
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DATE:
OCT 1, 2020
SCALE:
AS NOTED
DRAWN:
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JOB:
SHEET NO.
A07
OF SHEETS
I
EXISTING ADU FRONT ELEVATION
SCALE: 1/4"=1'-O"
------------------30'-m"MAX HEIGHT LIMIT
BUILDING SECTION
(:A SCALE:1/4"=1'-O"
IS'-5"
N D(E) ADU PLAN
SCALE: 1/4"=1'-O"
)P OF RIDGE
EL. ± 12.41
TOP PLATE
UPPER F OO
(E) PLATE
MAIN FLOOR +51 o
REVISIONS
BY
PLANNING
02/06/21 ARM
Anal Vwlo
KINTREM
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
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SHEET NO.
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OF SHEETS
GENERAL NOTES=
I. MAXIMUM DRIVEWAY SLOPES SHALL NOT EXCEED FIFTEEN (15) PERCENT AT
ANY POINT WITHOUT SPECIAL APPROVAL OF THE DEPARTMENT OF PUBLIC
WORKS± SLOPES IN EXCESS OF TWENTY (20) PERCENT SHALL REQUIRE
APPROVAL OF THE PLANNING COMMISSION. TRANSITIONAL SLOPES ARE
REQUIRED FOR DRIVEWAYS WHICH EXCEED TEN (10) PERCENT MAXIMUM
SLOPE. NO TRANSITIONAL SLOPE SHALL EXTEND INTO A REQUIRED
PARKING SPACE.
2. TOPOGRAPHY IS PREPARED BY:
W.E.C. S ASSOCIATES
2625 MIDDLEFIELD ROAD "658
BPALO ALTO, CA 94306
TEL; (650) 623-6466
3. A DEMOLITION PERMIT IS REQUIRED FOR SIDEWALK, SEWER AND WATER
REPLACEMENT
4. REQUIRED PROTECTIVE FENCING MUST BE INSTALLED AND INSPECTED
PRIOR TO DEMO PERMIT ISSUE.
5, SEWER BACKFLOW PROTECTION CERTIFICATE IS REQUIRED PER ORDINANCE
NO, 1110. A DRAFT CERTIFICATION SHALL BE SUBMITTED PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT.
6. NEW WATER METER SHALL NOT BE ON PRIVATE PROPERTY. IT MUCH BE
LOCATED ON PUBLIC PROPERTY FOR ACCESS BY METER READER.
1. CONTRACTOR SHALL ENSURE THE DOUBLE VALE ASSEMBLY FOR FIRE
PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATED COUNTY
ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING
WATER DEPARTMENT FINAL.
8. PROVIDE ADEQUATE FIRE FLOW BASED UPON CONSTRUCTION AND SIZE OF
BUILDING, SEE UFC APPENDIX IIIA. MINIMUM 500 GPM REQUIRED. SEE
TABLE NO. A -III -A -I.
9, MINIMUM I" WATER METER REQUIRED
10, IF BACKWATER PROTECTION IS REQUIRED, CONTRACTOR SHALL PROVIDE
AN ISOMETRIC DIAGRAM OF THE BUILDING SEWER INCLUDING ALL
BACKWATER VALVES, RELIEF VALVES, AND ANY SEWER INJECTION SYSTEM
DETAILS. CITY OF BURLINGAME MUNICIPAL GODE ORDINANCE 1110.
II. PROVIDE A PRESSURE ABSORBING DEVICES OR APPROVED MECHANICAL
DEVICES ARE REQUIRED ON WATER LINES, LOCATED AS CLOSE AS
POSSIBLE TO QUICK ACTING VALVES, THAT WILL ABSORB HIGH PRESSURES
RESULTING FROM QUICK CLOSING OF QUICK -ACTING VALVES. CPG
SECTION609.10
PUBLIC UJORK NOTES 4 CONDITIONS:
I. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED--
• REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE.
• PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND
INSTALL A NEW 6" LATERAL.
• ALL WATER LINE CONNECTIONS TO GITYWATER MAINS FOR SERVICES OR
FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES
AND SPECIFICATION.
• ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT OF WAY.
2. THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER
ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT
THE BUILDING DEPARTMENT COUNTER AN ENCROACHMENT PERMIT IS
REQUIRED FROM THE PUBLIC WORKS DEPARTMENT WHENEVER THE CITY'S
PORTION OF THE SEWER LATERAL OR CITY CLEANOUT IS TO BE LAID AND/OR
CONNECTED TO THE SEWER MAINS.
3, SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE
INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. 1110.
4. ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE
LINE PROTECTION ARE TO BE INSTALLED PER GITY STANDARD PROCEDURES
AND MATERIAL SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT
FOR CONNECTION FEES. ENCROACHMENT PERMIT IS REQUIRED FOR ANY
WORK IN THE CITY'S RIGHT-OF-WAY.
5. A SURVEY BY A LICENSED SURVEYOR OR ENGINEER IS REQUIRED. THE
SURVEY SHALL SHOW HOW THE PROPERTY LINES WERE DETERMINED AND
THAT THE PROPERTY CORNERS WERE SET WITH SURVEYORS LICENSE
NUMBERS ON DURABLE MONUMENTS. THIS SURVEY SHALL BE ATTACHED TO
THE CONSTRUCTION PLANS. ALL CORNERS NEED TO BE MAINTAINED OR
REINSTALLED BEFORE THE BUILDING FINAL. ALL PROPERTY COMERS SHALL
BE MAINTAINED DURING CONSTRUCTION OR RE-ESTABLISHED AT THE END OF
THE PROJECT.
6. ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE GITY'S
RIGHT-OF-WAY.
1, CONSTRUCTION AND BUILDING USE SHALL CONFORM TO CONDITIONS AS
DESCRIBED BY PLANNING COMMISSION AND/OR CITY COUNCIL ACTIONS.
8. THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS
TO PREVENT STORM WATER POLLUTION.
9. NO STORM WATERS, UNDERGROUND WATERS DRAINING FROM ANY LOT,
BUILDING, OR PAVED AREAS SHALL BE ALLOWED TO DRAIN TO
ADJACENT PROPERTIES NOR SHALL THESE WATERS BE CONNECTED TO
THE CITY'S SANITARY SEWER SYSTEM. THESE WATERS SHALL ALL DRAIN
TO EITHER ARTIFICIAL OR NATURAL STORM DRAINAGE FACILITIES BY
GRAVITY OR PUMPING REGARDLESS OF THE SLOPE OF THE PROPERTY."
MUNICIPAL CODE SECTION 16-06-010 (1).
• STORM WATER SHALL BE DRAINED THROUGH A CURB DRAIN OR TO
THE STORM DRAINAGE SYSTEM. SEE CITY STANDARDS FOR CURB
DRAIN DESIGN.
• FLOOD ZONE 'C' REQUIRES FLOOD ZONE CONFIRMATION AND/OR
PROTECTION OF HABITABLE SPACE.
• PROVIDE ELEVATIONS TO CONFIRM DRAINAGE AND SITE DESIGN.
10. NEW DRIVEWAY OR DRIVEWAY WIDENING MUST BE APPROVED BY THE
CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY
OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN.
FIRE SPRINKLER
DOMESTIC WATER
MCV LEGEND:
WM - WATER METER
V - VALVE
DCV - DOUBLE CHECK VALVE
MCV - MAIN CONTROL VALVE
BFD - BACK FLOW PREVENTION DEVICE
-W- - WATER LINE 1-1/44 TYP.
I. PROVIDE A BACFLOW PREVENTION DEVICE - USG APPROVED DOUBLE
CHECK VALVE ASSEMBLY.
2. CONTRACTOR SHALL ENSURE THE DOUBLE CHECK VALVE ASSEMBLY FOR
THE FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN
MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED CONTRACTOR
PRIOR TO SCHEDULING WATER DEPARTMENT FINAL.
3. PROVIDE ADEQUATE FIRE FLOW BASED UPON CONSTRUCTION AND SIZE
OF BUILDING, SEE UFC APPENDIX IIIA.
5CHEMATI� UJAT R LATERAL LINE 1 E
NOT TO SCALE
DRAINAGE NOTES.
RAINWATER COLLECTION
ALL NEW ROOF RAINWATER SHALL BE COLLECTED BY MEANS OF GALVANIZED METAL
GUTTERS, UNLESS NOTED OTHERWISE, LOCATED AT THE EAVES. PAINT TO MATCH COLOR
SCHEME OF RESIDENCE. GUTTER SHALL LEAD TO 2" X 4" RECTANGULAR METAL
DOWNSPOUTS OR DOWNSPOUTS TO MATCH EXISTING AND/OR COPPER RAINWATER LEADER
DOWNSPOUTS SHALL TERMINATE BELOW GRADE TO A PERIMETER 4" DIAMETER A55 SOLID
DRAINPIPE. RUN 4" DIAMETER (OR SIZE AS NOTED ON SITE PLAN) SOLID PIPE THROUGH
FACE OF CURB SO THAT WATER WILL EMPTY INTO THE STREET GUTTER SYSTEM. SLOPE ALL
PIPES FOR ADEQUATE DRAINAGE. INSURE THAT THE LOCATION CHOSEN FOR THE PIPE TO
GO THROUGH THE FACE OF CURB IS ADEQUATE TO CARRY THE WATER FROM THE SITE TO A
CITY MAINTAINED WATER COLLECTION SYSTEM. IN SINGLE-FAMILY RESIDENCES THE WATER
MAY FLOW TO THE STREET BY GRAVITY METHOD PROVIDED THERE IS SUFFICIENT GRADE
TO INSURE FLOW TO THE STREET GUTTER AND THAT WATER DOES NOT FLOW ONTO
ADJOINING PROPERTIES.
SUMP PUMP MAY BE REQUIRED (SEE SITE PLAN)
IF THE GRAVITY METHOD OF DRAINAGE CANNOT BE USED, PROVIDE A SUMP PUMP OF
ADEQUATE SIZE TO CARRY ALL WATER THROUGH A 2" DIAMETER A55 PIPE THROUGH THE
FACE OF THE CURB SO THAT THE WATER WILL EMPTY INTO THE GUTTER SYSTEM. INSURE
THAT THE LOCATION CHOSEN FOR THE PIPE TO GO THROUGH THE FACE OF CURB IS
ADEQUATE TO CARRY THE WATER FROM THE SITE TO A CITY MAINTAINED
WATER COLLECTION SYSTEM.
PROVIDE A BACKFLOW PREVENTER/DEVICE AT A LOCATION NEAR THE TERMINATION OF
THE SOLID PIPE THROUGH THE FACE OF CURB AS REQUIRED TO PREVENT RAINWATER
FROM THE GUTTER SYSTEM ENTERING THE SUMP PUMP SYSTEM.
SUMP PUMP AT A MINIMUM SHALL BE A 1/4 HP AUTOMATIC SUBMERSIBLE SUMP PUMP WITH
PERFORMANCES AS LISTED BELOW (MINIMUM). INSTALL AS PER MANUFACTURERS
SPECIFICATIONS AND RECOMMENDATIONS.
DISCHARGE FEET OF HEAD 5 10 15
PERFORMANCE (GALLONS PER HOUR) 2200 1620 660
SUMP PIT- INSTALL PUMP IN SUMP PIT (CATCH BASIN) WITH THE MINIMUM CLEARANCES AND
DEPTHS AS PER MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS.
FIRE NOTES:
CONTRACTOR SHALL OBTAIN SEPARATE FIRE SPRINKLER PERMIT FOR THE
INSTALLATION OF THE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION
11-04-030 OF THE BURLINGAME MUNICIPAL CODE. THE MINIMUM SIZE SERVICE FOR FIRE
SPRINKLER SYSTEM SHALL CONFORMS TO NFPA 13 OR 13R IS 2". FOR NFPA 130
SYSTEMS THE MINIMUM SIZE IS 1",
FIRE SPRINKLER SHOP DRAWINGS ARE TO BE SUBMITTED DIRECTLY TO THE
BURLINGAME FIRE DEPARTMENT AT 1399 ROLLINS ROAD, BURLINGAME ONLY AFTER FIRE
SPRINKLER UNDERGROUNDS HAVE BEEN SUBMITTED TO THE BURLINGAME BUILDING
DEPARTMENT.
NOTES:
I. CONTRACTOR SHALL PROVIDE ADEQUATE MEASURES TO AVOID EROSION OR
SEDIMENT FROM LEAVING THE SITE AND FLOWING INTO THE STREET, CURB OR
GUTTER (USE STRAW WADDLES)
2. REPLACE DAMAGED OR DISPLACED CURB, GUTTER AND/OR SIDEWALK
ALONG THE PROPERTY FRONTAGE. A CITY ENCROACHMENT PERMIT IS
REQUIRED.
3, THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER
ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT
THE BUILDING DEPARTMENT COUNTER AN ENCROACHMENT PERMIT IS
REQUIRED FROM THE PUBLIC WORKS DEPARTMENT WHENEVER THE CITY'S
PORTION OF THE SEWER LATERAL OR CITY CLEANOUT IS TO BE LAID AND/OR
CONNECTED TO THE SEWER MAINS.
4. A PROPERTY SURVEY IS REQUIRED IF ANY PART OF PERMANENT STRUCTURE
INCLUDING FOOTING IS WITHIN 12" OF PROPERTY LINE.
STORM WATER CONSTRUCTION POLLUTION PREVENTION
A STORMWATER CONSTRUCTION POLLUTION PREVENTION PERMIT IS REQUIRED
TO BE OBTAINED BY THE PUBLIC WORKS DEPARTMENT PRIOR TO ISSUANCE OF
A BUILDING PERMIT. THIS PROJECT FALLS UNDER THE CATEGORY OF A (TYPE
1) SINGLE-FAMILY HOUSING PROJECT. A (TYPE 1) IS ANY ADDITION OF A 15T OR
2ND STORY ADDITION ON A LOT UP TO 10,000 SF.
NOTE: AN INITIAL FIELD INSPECTION IS REQUIRED PRIOR TO THE START OF ANY
CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY).
TABLE NO. A-111-A-1
MINIMUM REQUIRED FIRE FLOW 4 FLOW DURATION BUILDINGS
FIRE AREA {square feet)
FIRE
FLOW
(gallons
FLOW
DURATION
X 0.0929 for m2
mint4e'
(hours)
Type 4F.R.
Il-F.R.1
Type II One-HR.
III One-HR.1
Type IV-H.T.
V-0ne-Hr.1
Type II-N
II-Ni
Type V-N1
x 3.785
for
Urnin.
0-22.700
D-12,700
0-8,200
D-5,900
0-3.600
1,500
22,701-30,200
12,701-17,000
8,201-10,900
5,901-7,900
3,6014,800
1,750
30.201-38,700
17,001-21,800
10,901-12,900
7,901-9.800
4,801-6,200
2,000
2
38,701-48.300
21,801-24,200
12,901-17,400
9,801-12,600
6,201-7,700
2,250
48.30159,000
24.201-33.200
17.401-21.300
12.601-15.400
7.701-9.400
2.500
59.Wi-70,900
33.201-39.700
21,301-25,500
15.401-18.400
9,401-11,300
2,750
70,901.83,700
39.701.47,100
25,501-30.100
18.401-21.800
11.301-13,400
3,000
83,701-97,700
47,101-54,900
30,101-S5,200
21,801-25,900
13,401-15,600
3,250
97,701-112,700
54,901-63,400
35,201-40,600
25,901-29,300
15,601-18,000
3,500
112,701-128.700
83,401-72,400
40,601-46,400
29,301-33,500
18,001-20,800
3.750
126,701-145,900
72.401-82.100
46.40152,500
33.501-37.900
20.601-23,300
4,000
145.901-164.200
82.101-92,400
52,501-6%1D0
37.901-42.700
23.301-26,300
4,250
164,201-1;83,400
92,401-103,100
69,101-W000
42,701-47,700
26.301-29,300
4,500
183,401-203,700
103,101-114,600
66,001-73,300
47,701-53,000
29,301-32,600
4,750
203,701-225.200
114,601-126,700
73.301-81,100
53.001-58.600
32,601-38,000
5.000
225,201-247.700
126.701-139,400
81.101.89,200
58.601-65.400
W.001-39,800
5.250
247.701-271.200
139.401-152.600
89,201-97.700
65.401-70.600
39.601-43,400
5,500
271.201-296.900
152,601-166,500
97,701-106.500
70,601-77.000
43.401-47,400
5,750
295,901-Greater
166,601-Greater
106,501-115,800
77,001-83,700
47.401-51,500
6,000
4
"
115,801-125,500
83,701-90,600
51,501-55,700
6,250
"
125.501-135.500
90.601-97.900
55.701-60,200
5.500
"
135.501-145.800
97.901-106.800
60.201-64,800
6.750
"
145.801-156,700
106.801-113.200
64.801-69,600
7.000
"
156,701-167,900
113,201-121,300
69,601-74,600
7,260
"
167,901-179,400
121,301-129,600
74,601-79,800
7,500
"
179,401-191,400
129,601-138,300
79,801-85,100
7,750
"
191.401-Greater
128,301-Greater
85,101-Greater
8.000
BUILDING FRONT SETBACKS
ADDRESS
APN
FRONT SETBACK
230
CHANNING
029-263-230
17'-0"
228
CHANNING
029-263-220
17'-0"
224
CHANNING (SI TE)
029-263-210
220
CHANNING
029-263-200
16'-0"
216
CHANNING
029-263-190
16'-6"
212
CHANNING
029-263-180
17'-0"'
A VERAGE:
16'-
8 "
FJA
Building /
S41 °30'08 "E
50.01 '
PLUM
2.00'x2.00' TO CORNE
Brick FI
Dirt Oven
I
Wood
x
Post
Typ. Q
I
CID
LU
x
CfD
I
BBQ
a
Wx Stone
I
on c.
x
I z
f ` I rn
Overhang-7 /
I
//
Building
Gravel
I
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X-,
AVOCAE
U
CQ Flag
1-- Stone
w
LU
30 -5 /2
LAwn m
=
lU
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z
III
r 3:12 ....... 3_ ........ .
..
SIDE SET 1. ..........................
AC
Overhang AN -
A
N48°24'36"E_
N 4. 99'
TIL j'
II 17
-6
xUPPER FI.
BIDE SE
BACK
x
x
DS
N '-0 "
Woo
j' -Sf
1.
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(E)(o'-II
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x x i
rr Dirt a',
Post BOUGAINVILLEA`
Typ.
Fire Plac
0 cA
cn N tone
(E) TRELLIS
(&'-0" HEIGHT)
TO BE COUNTED IN LOT
COVERAGE AND FLOOR
❑ AREA
French
ANFSF Drain
:I2 _� LE. Zv (E) 16'-10" MAIN FLR S$.
Car
II Dir (N) 15'-2 1/2" UPPER FLR
Dirt
LIA
z (E) 1(o'-8"
S DE SET
BACK
Tanbark
'ock
(ter
,
�NV
p m
U z
U
tone
Dirt
U
TO CORNER
S48 °25'09 "W
114.99'
CAS
APPLIANCE
FLUE
TYP. DOWNSPOUT
(D5) ON 2'-0"
CONC, SPLASH
BLOCK
Conc. Pavers
LEGEND:
(E) RESIDENCE
(N) MAIN FLOOR ADDITION
Building
C' Conc. Sidewalk
Conc. Sidewalk -
I
I I ;(E)°FDriveway ROCK U1M Flag Driveway Driveway Dirt
Stone . m
Conc. Curb Gutter Conc. Curb Gutter
N4824'36"E I N41 °3 '00"W
6. oo' (w 4" SEWER -� 4 9. 9 9 ' W-11/2"
LATERAL TO CITY
CLEANOUT PER DRIVEWAY TO LO
LO
CITY STDS. REMAIN N
6" SS SLOPE=-0.59
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PUJE 51TE NOTES:
1. REPLACE ALL CURB, GUTTER, DRIVEWAY AND
SIDEWALK FRONTING SITE.
2. PLUG ALL EXISTING SANITARY SEWER LATERAL
CONNECTIONS AND INSTALL A NEW 4" LATERAL TO
SEWER MAIN.
3, ALL WATER LINE CONNECTIONS TO CITY WATER MAINS
FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED
PER CITY STANDARD PROCEDURES AND
SPECIFICATION,1D ANY OTHER UNDERGROUND
UTILITY WORKS IUTTHIN CITY'S RIGHT-OF-WAY.
4, ALL ABANDONED SEWER LATERAL OR WATER
SERVICE SHALL BE DISCONNECTED AT THE MAIN AND
PER CITY REQUIREMENTS. AN ENCROACHMENT PERMIT
WILL BE REQUIRED FOR THESE ITEMS.
OE
W
0
OE
S41 °30'00 "E
542.58'
CHACCICC HD.
(50' WIDE)
FIRE HYDRANT 315'--�
" SITE DEVELOPMENT PLAN
SCALE:1/8'=1'-O"
EL=45.9 (calc)
011,
REVISIONS
BY
PLANNING
02/06/21 01
RM
Anal N�m
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
W
Z
W
Cn O U
W �
Cw
C
Z Q
Z C3
Z Z Z_
= J
m
W N
(� N
W
DATE:
OCT 1, 2020
SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
A.2a
OF SHEETS
(N) TOP OF RIDGE
-----------------30'-0"MAX HEIGHTLIMIt—-- — — — — ——
WATTS MAX.
PROPOSED REAR ELEVATION
SCALE: 1/4"=1'-O"
EXISTING REAR ELEVATION
SCALE: 1/4"=1'-O"
D.H.E. 4831 = 49.6 +48.15
2
-------------
I
I
I
I
I
I
I
TYPO ROOF PITCH
6'-1 1/2" I 12
1 3 lN)
4'-1 1/2"
3
� 1
12
/ 31 (E)
9�L m
6'-0 y2"
SIDE SET BACK
(E) GABLE
Ab END VENT
30'-0" MAX HEIGHT LIMIT
6x WOOD
OUTRIGGERS, TYP.
(N) STUCCO, TYP.
2'-6"
2'-6"
CLEAR rl
CLEAR
e�
�
Lu
—I�E
EE
LIGHT FIXTURE, 40J �(E) GRADE (E) STUCCO, TYP.
WATTS MAX.
PROPOSED FRONT ELEVATION
SCALE: 1/4"=1'-O"
EE = EMERGENGi EGRESS
I
I
I
I
I I
I
(N) 1'-6"
EAVE TO
MATCH (E) \ \
(E) CHIMNEY FOR \
(N) DIRECT VENT \ \
FIREPLACE
(N) DBL GLAZE, ALUMINU
CLAD WOOD WINDOW W/
TRUE -DIVIDED LITES TO
MATCH EXISTING BY
PELLA
(E) ALUMINIM CLAD
WOOD- WINDOW I
TO REMAIN I
I
IG '-8" SIDE SET BACK
(E) ILLUMINATED
ADDRESS
fe FE
EXISTING FRONT ELEVATION
SCALE: 1/4"=1'-O"
ADDRESS
T.O.C. 49.95 = 49.9+50.0
2
REVISIONS
BY
PLANNING
02/06/21 ARM
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
W
V
z
W
0 �
Cn O U
W �
o w
z Q
O
z�
Z Qz
= J
�
� m
W N
(� N
W
DATE:
OCT 1, 2020
SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
Am5
OF SHEETS
TOP OF RIDGE
m
tl
z
)TOP PLAT
+1
N
(E) MAIN F
EL. +51.62
.m
c>J
z
c!J
30'-0"MAX HEIGHT LIMIT ------------------
UJOOD— IUINDOIU AGGESS
PROPOSED LEFT ELEVATION
SCALE: 1/4"=1'-O"
(E) COMP. 5NINGLE5
(E) TOP OF I ROOFING
m
1
�r
tl
() PLATE
11 IL =
tl
1
(E) MAIN FLOG
EL. +51.6
csJ
1
+1 AVE T.O.C. 49,95
BA5EMENTACCE55 GRADE
EXISTING LEFT ELEVATION
SCALE: 1/4"=1'-O"
EE = EMERGENGi EGRESS
REVISIONS
BY
PLANNING
02/06/21 ARM
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
W
V
Z
W
0 �
O U
W w
o LLj
Z Q
O
Z�
Z Qz
= J
m
W N
(5 N
W
DATE:
OCT 1, 2020
SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
A07
OF SHEETS