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RECORDING REQUESTED BY:
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNIry DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2021-165594
2:29 pm 12102121 R1 Fee: NO FEE
Count of Pages 4
Recorded in Official Records
County of San Mateo
Mark Church
Assessor-Cou nty Clerk-Recorder
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Resolution No. 2021-03.08-8b
1417 CORTEZ AVENUE
APN 026-061-050
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 25 2021
hr^rt" h'rl,i,u.r
orrUtUE
{i1
Date:
Kevin Gardiner, AICP, Community
{
RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS
Review for
, a Categorical Exemption has been prepared and application has been made for Desiqn
a new,sinqle familv dwellino and Icrvisions to the existino two-story
oaraqe and Accessorv Dwellinq Unit at
propertv owner, APN: 026-051-050;
1417 C otlez Zoned R-1. 1 417 Ave LLC.
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on March
8,2021, 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 Planning Commission that:
1. On the basis of the lnitial Study and the documents submitted 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 15303 (a) of the CEQA Guidelines, which states that
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,
is hereby approved.
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.
2
t,:t. 5 At$4Lb Secretary of the Planning Commission of
hereby certify that the foregoing resolution was introduced and adopted at a
Planning Commission held on the 8th dav of March, 2021 by
City of Burlingame, do
regular meeting of the
the following vote:
1417 CORTEZAVE - RESO 2021{t3-08{BAYES: GAUI-
SGHTID, TERRONES, TSENOES: NONE
ABSENT: LOFTIS
RECUSED: COilAROTO, SARGENT
e
EXHIBIT "A"
Conditions of Approval for Categorical Exemption and Design Review
'1417 Cortez Avenue
Effective March 18, 2021
Page I
1 that the project shall be built as shown on the plans submitted to the Planning Division date
stamped A.1 through A.9 and Landscape Plan date stamped February 25, 2021, and
Licensed Survey dated December 1, 2020;
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 basement, flrst 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 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;
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 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;
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;
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
7
8
o
3.
4.
5.
6.
EXHIBIT "A"
Conditions of Approval for Categorical Exemption and Design Review
l417 Cortez Avenue
Effective March 18, 2021
Page 2
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.
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
ELASHTOMERIC SHEET
WATERPROOFING EXTED AS NOTED
SLOPE METAL FLASHING WITH DRIP
EXTEND 4" MIN ABOVE CEDAR
WOOD TRIM PER ELEVATION
WINDOW FRAME
HEAD
WINDOW FRAME
SEALANT
WOOD TRIM PER
ELEVATION
ELASHTOMERIC SHEET
WATERPROOFING EXTED AS
NOTED
SILL
TYP. HEAD + SILL DETAIL
SCALE: T T-On
Ji TOP OF RIDGE
IRV
TOP PLATE
w�quoul- „_
MAIN
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TOP PLATE
19-1
,i-, PLATE LEVEL
D.N.E. 30.5 = 31.9+313.1
GYP. BD,
DEADER PER PLAN
0 \
in \
DBL 2x SILL
2x BLOCKING OMIT
AT PLYWD.SHEARWALL
GYP. 50.
FLOOR
(E) 4 (N)
GRADE
30'-0" MAXIMUM HEIGHT LIMIT
bx WOOD I
STANDING SEAM TYP. ROOF PITCH OUTRIGGERS, TYP.
METAL ROOF, TYP, 12 VERTICAL WOOD SIDING
5 6" EXPOSURE, TYP.
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BARN SIDING, WATTS MAX. LIGHTED DIVIDED LIGHT CLAD WOO
TYP- WOOD ENTRY CASEMENT WINDOW W1 WOO
TRIM, DUAL GLAZING TYP T.O.. 35.1=35.3+36.1
DOOR W/ GLASS
OPAQUE, PAINTED_ 2
FRONT ELEVATION
SCALE: 1/4"=1'-0"
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METAL ROOF, TYP.
FB- E:- FE
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LIGHT FIXTURE, 40
WATTS MAX.
LEFT ELEVATION
SCALE: 1/4"=1'-0"
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VERTICAL WOOD SIDING
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GENERAL NOTES:
I. SEE LANDSCAPE PLAN FOR DETAIL INFORMATION
2. 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 (IC) PERCENT MAXIMUM
SLOPE. NO TRANSITIONAL SLOPE SHALL EXTEND INTO A REQUIRED
PARKING SPACE.
3. TOPOGRAPHY IS PREPARED BY:
QUIET RIVER LAND SERVICES, INC.
6141 SIERRA COURT, SUITE K
DUBLIN, CA 94568
TEL:(925)134-6188
4. A DEMOLITION PERMIT IS REQUIRED FOR SIDEWALK, SEWER AND WATER
REPLACEMENT
5, REQUIRED PROTECTIVE FENCING MUST BE INSTALLED AND INSPECTED
PRIOR TO DEMO PERMIT ISSUE.
6. SEWER BACKFLOW PROTECTION CERTIFICATE IS REQUIRED PER ORDINANCE
NO. 1110. A DRAFT CERTIFICATION SHALL BE SUBMITTED PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT.
1. THE SURVEYOR RECOMMENDS THE CITY VERIFY THAT THE PERTINENT
RESIDENCES WERE USED IN THE CALCULATION.
8. GARAGE FOOTING SHALL NOT EXTEND INTO ONE FOOT SETBACK WITHOUT A
LICENCED SURVEY AND FIELD STAKING REVIEWED BY INSPECTOR.
9. NEW WATER METER SHALL NOT ON PRIVATE PROPERTY. IT MUCH BE
LOCATED ON PUBLIC PROPERTY FOR ACCESS BY METER READER.
10, NEW SEWER LINE WITH CLEANOUT FOR NEW HOUSE. CLEANOUT AT SEWER MAIN
LINE TO BE IN PUBLIC EASEMENT FOR CITY ACCESS.
11. CONTRACTOR SHALL ENSURE THE DOUBLE VALE ASSEMBLY FOR FIRE
PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATEO COUNTY
ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING
WATER DEPARTMENT FINAL.
12, PROVIDE ADEQUATE FIRE FLOW BASED UPON CONSTRUCTION AND SIZE OF
BUILDING, SEE UPC APPENDIX IIIA. MINIMUM 500 GPM REQUIRED. SEE
TABLE NO. A -Ill -A -I.
13, MINIMUM P WATER METER REQUIRED
14, 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 CODE ORDINANCE 1110.
15. PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TO VERIFY
LOT LINES.
16. 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. CPC
5ECTION609.10
PUBLIC WORK 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 CITYWATER 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.
E E E ER
3. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE
INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. 1110, THE
SEWER BACKWATER PROTECTION CERTIFICATE IS REQUIRED PRIOR TO THE
ISSUANCE OF BUILDING PERMIT.
4. 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 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 COWERS WERE SET WITH SURVEYORS LICENSE
NUMBERSON DURABLE MONUMENTS. THIS SURVEY SHALL BE ATTACHED TO
THE CONSTRICTION PLANS. ALL CORNERS NEED TO BE MAINTAINED OR
REINSTALLED BEFORE THE BUILDING FINAL. ALL PROPERTY CORNERS SHALL
BE MAINTAINED DURING CONSTRUCTION OR RE-ESTABLISHED AT THE END OF
THE PROJECT,
6. ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CITY'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'5 NPDES PERMIT REQUIREMENTS
TO PREVENT STORM WATER POLLUTION.
9. 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.
11, 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 1828210 (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.
12. 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 - USC 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 UPC APPENDIX IIIA.
324E1,4TIC UU,4TES L,4TER,4L LAN
NOT TO 5GALE
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 ABS 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) 2250 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 11.04230 OF THE BURLINGAME MUNICIPAL CODE, THE
MINIMUM SIZE SERVICE FOR FIRE SPRINKLER SYSTEM SHALL CONFORMS
TO NFPA 13 OR 13R IS 2". FOR NFPA 13D SYSTEMS THE MINIMUM SIZE IS I"
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.
GREEN BUILDING NOTES:
I. PROJECTS THAT DISTURB LESS THAN ONE ACRE SHALL DEVELOP AND
IMPLEMENT A PLAN TO MANAGE STORM WATER DRAINAGE DURING
CONSTRUCTION. A BMP PAGE IS SUFFICIENT.
2. PLANS SHALL INDICATE HOW GRADING AND PAVING WILL PREVENT SURFACE
WATER FLOWS FROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO
NOT ALTER DRAINAGE PATH.
3. ELECTRIC VEHICLE (EV) CHARGING, PARKING SPACES: COMPLY WITH ALL
RELEVANT SECTIONS.
BUILDING NOTES:
I. BASED ON THE SCOPE OF WORK, THIS PROJECT IS CONSIDERED A "TYPE
PROJECT THAT REQUIRES A STORM WATER CONSTRUCTION POLLUTION
PREVENTION PERMIT. NOTE: THIS PERMIT IS REQUIRED TO BE OBTAINED BY THE
PUBLIC WORKS DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. IN
ADDITION, AN INITIAL FIELD INSPECTION BY THE PUBLIC WORKS INSPECTOR IS
REQUIRED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WORK ON
PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY.
2. PUBLIC WORKS REQUIRE A SEWER BACKWATER PROTECTION CERTIFICATE PRIOR
TO PERMIT BEING ISSUED. OWNER TO CONTACT PRIOR TO BUILDING PERMIT
ISSUANCE.
3. DEMOLITION OF A STRUCTURE REQUIRE THE OWNER TO OBTAIN A PERMIT FROM
BAAQMD AND REQUIRE SIGN -OFFS FROM THE WATER, SEWER, AND PLANNING AND
RECYCLING DEPARTMENTS. THE DEMOLITION PERMIT APPLICATION, AVAILABLE
ON THE CITY OF BURLINGAME BUILDING DEPARTMENTS WEB SITE, WILL NEED
NEED TO BE COMPLETED PRIOR TO BUILDING DEPARTMENT APPROVAL AND THE
START OF WORK OWNER SHOULD CALL BAAQMD FOR QUESTIONS CONCERNING
OBTAINING A PERMIT FROM THE BAY AREA QUALITY MANAGEMENT DISTRICT.
4. RECYCLING AND WASTE REDUCTION FORM WILL NEED TO BE SUBMITTED AND
APPROVED PRIOR TO ISSUANCE OF BUILDING PERMIT. THE OWNER SHOULD
CONTACT JOE MACLUSKEY RECYCLING SPECIALIST a 650-558-1213
TABLE NO. A-111-A-1
MINIMUM REQUIRED FIRE FLOW 4 FLOW DURATION BUILDINGS
FIRE AREA {square feet]
FIRE
FLOW
[gallons
FLOW
DURATION
x0.0929 far m2
minute]
{hours]
Type _F.R.
II-F.R.1
Type II One-HR.
III One-HR.1
Type IV-H.T.
V-One-Hr.1
Type II-N
II-N1
Type V-N1
x 3.785
for
Urnin.
0-22,700
0-12,700
0-8,200
O'�5,900
0 3,600
1,500
22,70130,200
12,701-17,000
8,201-10,900
5,901-7.900
3,601-0,800
1,750
30,20138,700
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
2,260
48,301-59,000
24.201-33,200
17,401-21,300
12,601-15,400
7,701-9,400
2,500
5%001-70,900
33,201-39,700
21,301-25,500
15,401-18,400
9,401-11,300
2,760
70,901-83.700
39,701-47,100
25,50130,100
18,401-21,800
11,301-13,400
3,000
83,701-97,700
47.101-54.900
30.10135,200
21,801-25,900
13.401-15.800
3,250
3
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
63.401-72,400
40,601-46,400
29.301-33.500
18,001-20,600
3,750
128,701-145,900
72.401-82,100
46,401.52,500
33,501-37.900
20,601-23,300
4,000
145,901-164,200
62,101-92,400
52,501'�59,100
37,901-42,700
23,301-26,300
4,250
164,201-1:83,400
92,401-103,100
59.101-86,000
42.701-47,700
26,301-29,300
4.500
183,401-203.700
103,101-114,600
86.001-73,300
47.701-53.000
29.301-32,800
4.750
203,701-225.200
114.601-126,700
73,301.81,100
53,001-58.600
32.601-36,000
5,000
225,201-247,700
126,701-139,400
81,101.89,200
58,601-65.400
36.001-39,600
5,260
247,701-271,200
139,401-152,600
89,201-97,700
65,401-70.600
39,601.43,400
5,500
271,201-295,900
152,601-186,500
97,701-106,5W
70,601-77,000
43,401-47,400
5,750
295,901-Greater
186,601-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
6,500
135,501-145,800
97.901-106,800
60,201$4,800
6,750
"
145,801-156,700
106,801-113,200
64,801-69,600
7,000
"
156,701-167,900
113,201-121,300
B9,601-74,800
7,250
"
187.901-179.400
121,301-129,600
74.601-79,800
7,500
"
179.401-191.400
129.601-138.300
79.801-85,100
7.750
"
191,401-Greater
128,301-Greater
85,101-Greater
8,000
PUBLIC WORK NOTES:
I. ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS STREET, SIDEWALK AREA, PUBLIC EASEMENTS, AND
UTILITY EASEMENTS, IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK
2. BASED ON THE SCOPE OF WORK, THIS IS A TYPE I PROJECT THAT REQUIRES A STOR'WWATER
CONSTRUCTION POLLUTION PREVENTION PERMIT. THIS PERMIT IS REQUIRED PRIOR TO ISSUANCE OF A
BUILDING PERMIT. AN INITIAL FIELD INSPECTION IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION
(ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY).
3. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL CURB, GUTTER,
DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS
AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES
OR FIR'_ LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, (4) ANY
OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OFWAY.
4. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY
HOLIDAYS BETWEEN 8:00AM. AND 5:00 P.M. THIS INCLUDES CONSTRUCTION HAULING.
5. NO STORM WATERS, UNDERGROUND WATERS DRAINING FROM ANY LOT, BUILDING, OR PAVED AREAS
SHALL BE ALLOWED TO DRAIN TO ADJACENT PROPERTIES NOR SHALL THESE WATERS BE CONNECTED TO
THE CITY'$ SANITARY SEWER SYSTEM. THESE WATERS SHALL ALL DRAIN TO EITHER ARTIFICIAL OR
NATURAL STOW DRAINAGE FACILITIES BY GRAVITY OR PUMPING REGARDLESS OF THE SLOPE OF THE
PROPERTY. NO RAIN WATER FROM ROOFS OR OTHER RAIN WATER DRAINAGE SHALL DISCHARGE UPON A
PUBLIC SIDEWALK (EXCEPT IN SINGLE FAMILY AREA) PER MUNICIPAL CODE SECTION 18.08.090.
6. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE
TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL SPECIFICATIONS. CONTACT THE 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 APPROVAL.
1. NO STRICTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY.
8. THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS TO PREVENT STORM
WATER POLLUTION.
9. 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 RIGS 4T-OF-WAY. NO WET GARBAGE FLUID SHALL ENTER PUBLIC
RIGHT-OF-WAY OR THE STOW DRAIN SYSTEM.
10. 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 WO RC
II. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER
STRIP MUST BE IMPLEMENTED AROUND NEW OR EX16TING CITY STREET TREE.
PUBLIC UJORKS 51TE NOTES:
1. SHOW THE REPLACEMENT OF ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2)
PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL,
(3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE
INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, (4) ANY UNDERGROUND
UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY. ALL ABANDONED SEWER LATERAL OR WATER
SERVICE SHALL BE DISCONNECTED AT THE MAIN PER CITY REQUIREMENTS.
2. REAR GARAGE AND ADU ROOF MUST DRAIN AND/OR BE INTERCEPTED WITHIN THE PROPERTY
LIMITS. NO RUNOFF IS ALLOWED TO THE REAR ALLEY.
3. IF POST -CONSTRUCTION IMPERVIOUS AREA IS GREATER THAN 40% OF TOTAL LOT SIZE, MITIGATION
OF THE ADDITIONAL STORM RUNOFF IN EXCESS OF 40% TOTAL LOT SIZE MUST BE ADDRESSED.
PLEASE SHOW HOW THE POST -CONSTRUCTION DESIGN WILL ADDRESS THE ADDITIONAL STORIOFF.
4. NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETC.) PROPOSED
BEYOND THE PROPERTY LINE AND INTO THE PUBLIC RIGHT-OF-WAY. REMOVE ALL EXISTING
BRICKS FROM THE RIGHT-OF-WAY.
STORM WATER NOTES:
PROJECTS THAT CREATE AND/OR REPLACE 2,500 SQUARE FEET TO 10,000 SQUARE FEET
OF IMERVIOUS SURFACE (E.G., NEW ROOF, DRIVEWAY, OR OTHER NON -PERVIOUS SURFACE)
MUST COMPLY WITH THE SAN FRANC15CO BAY MUNICIPAL REGIONAL STORMWATER NPDES
PERMIT. PLEASE SHOW ON PLANS WHICH SITE DESIGN MEASURE(S) LISTED ON THE
STOR'MWATER CHECKLIST FOR SMALL PROJECTS WILL BE INSTALLED TO MEET THIS
REQUIREMENT. A COPY OF THE SMALL PROJECTS CHECKLIST IS ACCESSIBLE WERE:
https://www,burl ineame.or/stormwaterclevelopment.
DESIGN MEASURE: DIRECT ROOF RUNOFF ONTO VEGETATED AREAS USING A DISCONNECTED
DOWNSPOUT.
3
AC NOTES
FND. IRON PIPE
LS# 7701
0 N 34°56'00" E
DETACHED 0.10'
GARAGE (36-LLS-070)
-" 6-±'WOOD
PRIVACY FENCE
ADDRESS FRONT SETBACK
1409 162'
1413
22.5'
1411 (SITE)
19.1'
1421
22.4'
1425
183,
1429
21.1'
1433
18.8'
1437
203'
1439
11.8'
1445
11.5'
1449
14.4'
1451
113'
1461
19.6'
1465
15.4'
1469
15.6'
1413
113.8'
TOTAL 296.1'
AVERAGE 18.54'
AC EQUIPMENT WILL NOT EXCEED A MAXIMUM
OUTDOOR NOISE LEVEL (dBA) OF SIXTY (60) dBA
DAYTIME (1:00 AM - 10:00 PM) OR FIFTY (50) dBA
NIGHTIME (10:00 PM - 1:00 AM) AS MEASURED
FROM THE PROPERTY LINE. BMC 25.50,050
ADJACENT
NE IGHBOR
6'f WOOD
PRIVACY FENCE
TEMPORARY BENCHMARK 1 W ALLEY OVERHEAD
SET SPIKE UTILITY LINES
PUBLIC RIGHT-OF-WAY
EL. 39.67f (E) NO SETS,
GM
TA
CA
CP
O I
O
O
C
z
.
z
z
U
NOTE:
\
r
\
1. (E) TO BE MAINTAINED BY ALLEY
379
GREENING, STORMWATER RUN-OFF z
u
SHOULD BE INFILTRATED, 4
-
OPERATED AS PEDESTRIAN ONLY.
M
L
2. EXTERIOR BEARING WALLS LESS
THAN 5 FEET FROM THE PROPERTY
LINE MUST BE CONSTRUCTED AS A
jle
I-HR FIRE RESISTIVE ASSEMBLY.
-
2013.C5C TABLE 602.
e
3. ROOF EAVES WILL NOT PROJECT
0
WITHIN 2 FEET OF THE PROPERTY
n
LINE.
�
4. DEEP SUMP CATCH BASIN WILL BE
1
USED FOR PRE-TREATMENT OF STORM
RUNOFF. -
-
-
5. NO EXISTING TREE OVER 48 INCHES ILL--,
X S 9�
CIRCUMFERENCE AT 54 INCHES FORM
BASE OF TREE MAY BE REMOVED \
WITHOUT A PROTECTED TREE REMOVAL
PERMIT FROM THE PARKS DIVISIM
�/
\
(558-1330J
WATER
_
nETER
353 9 _6
/
T.O.C. DRIVEWAY
APPROACH
`I
T.
T.
X.g 6.2
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1
(E) WATER • 24"0
- 9 METER -
9,w
CORTEZ AVENUE
50' WIDE RIGHT-OF-WAY
SITE DEVELOPMENT PLAN
SCALE: 1/8'=F-0"
N
0 117
WOOD UTILI
W/ TRAN
0
I
I
=N05ET5AC_K
39.6 DETACHED
GARAGE
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IPATH
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(N) 6'-0" SOLID WOOD
ENCING / GATE PLUS
382
" LATTICE
I
I I
II
I
1
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I
I
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1
(N) 4" SEWER LATERAL
TO CITY CLEANOUT PER
CITY STDS.
L'9g
- - -
J
' 9 T.O.C.
- 9'9�
REPLACE ALL CURB, GUTTER,
DRIVEWAY AND SIDEWALK
FRONTING SITE.
REVISIONS
BY
2/8/21
PU
2/23PLAN /21 0
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DATE:
11/18/20
SCALE:
AS NOTED
DRAWN:
PU
JOB:
SHEET NO.
A92.1
OF SHEETS