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DocuSign Envelope lD: 1 73F4EE4-1 4EF 4MB-n8B-D598D41 5FE4E
RECORDING REQUESTED BY
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CIry OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2022-A,I4154
1 :25 pm 02116122 R1 Fee: NO FEE
Count of Pages 4
Recorded in Official Records
CountY of San Mateo
Mark Church
I lur r l rilfl milfliifiiiliiiiliXfi llnlnlfi]ffinltl tt ttt illi';-$ R- o-o o 3 z 1 4 I o '1 $ *
+{Resolution No. 2021-1 1.08.-88
2701 H!LLSIDE DRIVE
APN 027-194-010
TITLE OF DOCUMENT
I hereby certify this to be a full, true and conect copy of the
document it purports to be, the original of which is on file in my
office.
7 2022
h*iru hrliwy
@dUNE
a:
Date:
Kevin Development Director
RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW
AND SPEGIAL PERMIT
RESOLVED, by the Planning commission of the city of Burlingame that:
WHEREAS, a Categorical Exemption has been proposed and application has been made for
Desion Review and Special Permit for buildinq heiqht for a new. two-storv sinole familv dwellinq
and detached qaraoe at 2701 Hillside Drive, zoned R-1: Alain and Mffi
owners, APN: 027-1 94-01 0:
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on
November 8, 2021, at which time it reviewed and considered the staff report ind all other written
materials and testimony presented at said hearing;
NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that:
1. lt is hereby found that the project set forth above is Categorically Exempt from
environmental review pursuant to the California Environmental Quality nct (CEaA), per
Section 15303 (a) of the CEQA Guidelines, which states that construction of a timiied
number of new, small facilities or structures, including one single-family residence, or asecond dwelling unit in a residential zone, is exempt from environmental review. ln
urbanized areas, this exemption may be applied to the construction or conversion of up
to three (3) single-family residences as part of a project.
2.
3
said Design Review and special Permit are approved subject to the
in Exhibit "A" attached hereto. Findings for such Design Review and
set forth in the staff report, minutes, and recording of said meeting.
It is further directed that a certified copy of th
records of the County of San Mateo.
conditions set forth
Special Permit are
in the official
Secretary
ame, do hereby certify that the foregoing
regular meeting of the Planning Com mission he
following vote:
of the Planning Commission of the City of
resolution was introduced and adopted at a
ld on the 8th dav of November. 2021 by the
2701 HILLS|DE DR - RESO 2021-11.08€BAYES: COMAROTO, GAUL, LARIGS, LOFTIS,
SCHUID, TERRONES, TSENOES: NONE
ABSENT NONE
REGUSED: NONE
lutio
t,
EXHIBIT "A"
1
Conditions of approval for Categorical Exemption, Design Review and Special permit
2701 Hillside Drive
Effective November 18, 2021
Page 1
that the project shall be built as shown on the plans submitted to the planning Division
date stamped October 6, 2021, sheets A.1 through A.7, N.1, AC, L1.1, L2.1 and
topographic survey plan;
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);
2
?
4
o
that any changes to the size or envelope of the basement, first or second floors, orgarage, 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 onthe site shall not occur until a building permit has been issuet and such site work ihall
be required to comply with all the regulations of the Bay Area Air euality 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 iI conditions ofapproval adopted by the Planning commisslon, or city council on appeal; which shallremain a part of all sets of approved plans throughout the constiuction process.
compliance with all conditions of approval is required; the conditions of approval shallnot be..modified or changed without the approval of the planning commission, or cityCouncil 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 streei; anJthat thes-e venting details shall.be included and approved in the construction iranibefore a Building permit is issued;
that the project shall comply with the construction and Demolition Debris Recyclingordinance which requires affected demolition, new construction and atteration pi6ffi
to submit a waste Reduction. plan and meet recycling requirements; any parti;l o'ifulldemolition of a structure, interior or exterior, shall requirl a demolition permii;
that the project shall meet all the requirements of the california Building and UniformFire codes, in effect at time of buirding permit submittar, as amended ly tne city ofBurlingame;
7
o
I
EXHIBIT "A"
Conditions of approval for Categorical Exemption, Design Review and Special permit
2701 Hillside Drive
Effective November 18, 2021
Page 2
THE FOLLOWNG 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;
12.
13
14.
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 baG, are built isshown on the approved plans; architectural certification documenting framing
compliance with approved design shall be submitted to the Building Division before th6
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 th; 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 pioject has
been built according to the approved planning and Building plans.
11.
I1'-0'' 51®E
5ETBACK
MAIN FLOOR
p.N.E. 154.53 = 153.9+155.1(o
/ T
F
MFTAI ATTI(•'. n..n r_vvi ii itr_ r-nMG/)alTlnNl
LEFT SIDE ELEVATION VIEW FROM (BENITO AVENUE
00 A T U. 1 /AII-11 All
TYF. ROOF FITON
DIRECT VENT 2
THRU CHIMNEY. �
---------------
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511)E WALK
2x4 SKYLIGHT —1 5 INGLE ROOFINJC, F—VENT5METAL ATTIC F T, 'F GO,
FRONT ELEVATION VIEW FROM (HILLSIDE DRIVE
D.H.E. 161.,55 =161 +162.1
152.1 +155.1
2
TOF OF RID6F
i
TOF FLATE
UPPER FLOOR
PLATE LEVEL
MAIN FLOOR
EL. +1(o0.00
REVISIONS
BY
PLNG P01
08/25/21
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DATE:
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SCALE:
AS NOTED
DRAWN:
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SHEET NO.
A04
OF SHEETS
i
MGTAI ATTIP'
Tl'P. ROOF PITCH METAL ATTIC
VENTS
12
ALUMINUM CLAD WOOD
CASEMENT WINDOW6, DUAL
GLAZING TYT>.-
STUCCO, TYf.
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2
COMP051 T I ON
SHINGLE ROOFING
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l�� EZ ��� FEI ��� T] '01
12" lU0D SAND
WOOD FRENCH LIGHT FIXTURE, 51-FOLDING WOOD
DOORS 40 WATTS MAX. DOORS CORBELS
(E) GRADE
(N) GRADE
I
REAR ELEVATION
SCALE.- 1/4"=1'-0"
GUTTERS/DOWNSPOUT
AND SCUPPER. TYF.
\
tp \
�p 10'-0u
FRONT SETBACK
FROM 5ENITC AVENUE
D.N.E. 154.53 = 153.9+155.16
ldf-1ar+l,yL
1'-0'' SIDE
SETBACK
REVISIONS
BY
PLNG P01
08/25/21
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DATE:
MAY 10,21
SCALE:
AS NOTED
DRAWN:
MC
JOB:
SHEET NO.
A,95
OF SHEETS
CI AT
GARAGE DOOR nv WATTS MAX.
FRONT ELEVATION
SCALE: 1/4"=1'-0"
rl AT ---r
REAR ELEVATION
SCALE: 1/4"=1'-0"
FLAT ROOF
PLATE LEVEL Lu
U SETBACK
_Lu
El
Q
GARAGE
EL. +154.00
LIGHT FIXTURE, 40 STUCCO TYP,
WATTS MAX.
(E) 4 (N) GRADE
RIGHT SIDE ELEVATION
SCALE: 1/4"=1'-0"
rl AT ---r
LEFT SIDE ELEVATION
SCALE: 1/4"=1'-0"
N
ONE HOUR FIRE -RATED
ASSEMBLY EXTERIOR WALLS,
SEE DETAIL I00.3,
ONE HOUR TREATMENT FOR
ANY PORTION OF THE ROOF
THAT OVERHANGS AT THESE
SAME WALLS NEAR THE PL.
8" RET, WAt L
//77
I
1' — 011
SETBACK
Lu
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PROPERTY LINE
- U
15'-2" GLR.
w-
1 CAR GARAGE
0010 SECTIONAL GARAGE DOOR,
PROVIDE ONE FIXED LOUVER
WITHIN 6" OF THE GARAGE FLOOR
AND THE AREA OF EACH OPENING
SHALL BE 60 50 INCHES MIN.
31-31I 101-01l 31-311
GARAGE FLOOR PLAN
SCALE: 1/4"=l'-0"
GARAGE ROOF PLAN
SCALE: 1/4"=1'-0"
r
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REVISIONS
BY
PLNG P01
08/25/21
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DATE:
MAY 10,21
SCALE:
AS NOTED
DRAWN:
MC
JOB:
SHEET NO.
A.6
OF SHEETS
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 (10)
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, GA 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 O. 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.
S. 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 GLEANOUT FOR NEW HOUSE. CLEANOUT AT SEWER MAIN LINE TO BE IN PUBLIC EASEMENT FOR
CITY ACCESS.
IL 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 UFG APPENDIX IIIA.
MINIMUM 500 GPM REQUIRED, SEE TABLE NO. A-III-A-1.
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 GLOBE AS POSSIBLE TO QUICK ACTING VALVES, THAT WILL ABSORB HIGH PRESSURES RESULTING FROM
QUICK CLOSING OF QUICK -ACTING VALVES. CPC 5ECTION609.10
RO1-1C 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
GLEANOUT 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. 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 SPECIFIGATIONS. 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 LIGENSED SURVEYOR OR ENGINEER IS REQUIRED. THE SURVEY SHALL SHOW HOW THE PROPERTY
LINES WERE DETERMINED AO THAT THE PROPERTY GORNERS WERE SET WITH SURVEYORS LICENSE NUMBER50N
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 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 DESGRIBED BY PLANNING COMMISSION
AND/OR CITY COUNCIL ACTIONS.
S. THE PROJECT SHALL COMPLY WITH THE CITY'S 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 18.08.010 (I).
• 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 AO 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.
DRAINAGE NOTES:
I II
BUILDING SETBACK: I II
ADDRESS FRONT SETBACK 3'-4"
�(SITE) �Q, \ REAR 161
SETBACK
213013 21Y
2115 26.2' -
TOTAL 43.3' 1�0 o
AVERAGE 23.05'
LLL
LLLL
LLL
e Irol
(W GARAGE \
LANDS OF HASSOUN TRUST PF EL 154.00
LOT ro, E�LOC rod I 5`-O" 22'-2"
EASTON ADDTN. TO E�LIRL INCzAME #i
1 FLAT ROOF
1vt -
(8 20) 21'-IC'I
• Ni'PE�RFT.
APN: 021-19,4-020 SLOPE CONCRETE
1327 5ENI70 AVENUE-0F EPAil0.5
SIDE
SETBACK
DN.
j 159
1'=UFFER REAR ETBACK
43'-4" FIRST FLOOR REAk ETBACK
\158- I
-1 LI 11 LI I
U
Y
\ ,(I - "
398.99'
�w BFD DCV FIRE SPRINKLER
V DOMESTIC WATER
LEGEND:
WM - WATER METER
V - VALVE
DCV - DOUBLE CHEGK VALVE
WM MGv - MAIN CONTROL VALVE
BPI) - BACK FLOW PREVENTION DEVICE
-W- - WATER LINE 1-1/4"0 TYP.
1, PROVIDE A BAGFLOW PREVENTION DEVICE - USG APPROVED DOUBLE
CHEGK VALVE ASSEMBLY.
2, CONTRACTOR SHALL ENSURE THE DOUBLE CHEGK 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.
5CL4MATIC WATER LATERAL LI
NOT TO 5GALE
11'-0"
(N) DRIVEWAY
APPROACH
II \\
�-
/ 151FO"
RETAINING Iro3 1ro2 lrol 1&0159 Ills\ I RIGHT SIDE / 15g TOG
r*A WALL 162. I 55.1
I.IL 21 27F11DE
FLOOR \
2x SKYLI T 2 SKYLI T - - I_
JP T� M HILLSID
FLAT RooF ����P/
LZ
2tk'4'LOOR FRONT S AC FROM DRIVE r
RIDGE I 1 I 5g
I I I I 75
p
Ct
LLI L _J + I I
J
+ +
BETE + / 153 ,
--- I m \
157+
i A l I _
RE:TAINI`H, E
l
O O O } + +
-- - - - O O O - 55.16+ + ++ -_ I 152.1 \�
----- ---- -- -- --- - --- / I
1 / ( (N) TOSCIIER LEANOAUT
\ METER
\-\ - -------------------
0 ,
13'-0" UPPER FLOOR
LEFT SIDE SETBACK
FROM BENITO AVE.
10'-0" FIRST FLOOR
LEFT SIDE SETBACK
FROM .BERITO AVE
155,02' - - --
BA515 01= B5ARINC-15 N BB°03'Iro" UJ 554,01' (I`-MON.) - - - - -
(22 LLS 5e) BENITO AVEN�
50' UJIDE RICaHT-OF-UJAY - - -
T�tn1=� NO. I� h1 /=A=1 -_----
MINIMUM REOUIRED FIRE FLOW 4 FLOW DURATION BUI1_DIN 5
FIRE AREA (square feet)
FIRE
FLOW
[gallons
FLOW
FLOW fV
X0.0929 for m2
minute)
{hours]
Type _F.R.
I F.R.1
Type II One-HR.
Ill 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
M.200
M,900
03,600
1,500
2
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
36,701-48,300
21.801-24,200
12,901-17,400
9,801-12.600
6.201-7,700
2,250
46,301-59,000
24.201-33,200
17,401-21,300
12,601-15,400
7.701-9,400
2,500
59,001-70,900
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
25,50130,100
18,401-21,800
11,301-13.400
3,000
3
83,701-97,700
47,101-54,900
30,10135,200
21,801-25.900
13.401-15.800
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
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
46,401-5Z500
33,501-37.900
20,601-23,300
4,000
145,901-164,200
82,101-92,400
52,501'�59,100
37,901-42,700
23,361-26,300
4,250
164,201-1;83,400
92.401-103,100
59.101-66,000
42,701-47,700
26.301-29.300
4,500
183,401-203.700
103,101-114,600
56.001-73,300
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 1-271 200
,70
1 4 1-1 fi 0
39, 0 52, 0
9 201-97 7
8 , 00
fi d 1-7 00
5, 0 0,fi
1-d 4
39,60 3, 00
5,5 00
271,201-295,900
152,601-166,500
97,701-106,5f10
70,601-77,000
43,401-47,400
5,750
4
295,901-Greater
186,601-Greater
106,501-115.800
77,001-83,700
47,401-51,500
6,000
"
115.801-125.500
83.701-90.600
51.501-55,700
5.250
"
125,501-136,500
90.601-97.900
55.701-60,200
6,500
^
"
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
69.601-74.800
7,250
"
187,801-178,400
121,301-129,600
74,601-78,800
7,500
"
179,401-191,400
129,fi01-138,300
79,801-85,100
7,750
"
191,401-Greater
128,301-Greater
85,101-Greater
8,000
RAINWATER COLLECTION
ALL NEW ROOF RAINWATER SHALL BE GOLLECTED BY MEANS OF GALVANIZED METAL GUTTERS, UNLESS NOTED OTHERWISE,
FIRE NOTES:
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
CONTRACTOR SHALL OBTAIN S A AT FIRE SPRINKLER MIT FOR THE INSTALLATION OF THE FIRE S INK SYST M IN ACCORDANCE WITH SECTION IT.04.030 OF TH
R R LL B EP R E RE PR LER PER R E LL E RE PR LER E RD E E E
TERMINATE BELOW GRADE TO A PERIMETER 4 DIAMETER ABS SOLID DRAINPIPE. RUN 4 DIAMETER (OR SIZE AS NOTED ON
MUNICIPAL CODE. THE MINIMUM SI SERVICE FOR FIRE SPRINKLER SYST M SHALL GONFO MS TO NF A 13 O 13 IS 2 . FOR NF A 13 SYST MS THE MINIMUM SI IS I
BURLINGAME P L DE E ZE ER E R RE PR LER E LL R P R R R P D E E ZE
SITE PLAN) SOLO 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
FIRE SPRINKLER SHOP DRAWINGS ARE TO BE SUBMITTED DIRECTLY TO THE BURLINGAME FIRE DEPARTMENT AT 1399 ROLLINS ROAD, BURLINGAME ONLY AFTER FIRE SPRINKLER
ADEQUATE TO CARRY THE WATER FROM THE SITE TO A CITY MAINTAINED WATER COLLECTION SYSTEM. IN SINGLE-FAMILY
UNDERGROUNDS HAVE BEEN SUBMITTED TO THE BURLINGAME BUILDING DEPARTMENT.
RESIDENCES THE WATER MAY FLOW TO THE STREET BY GRAVITY METHOD PROVIDED THERE IS SUFFICIENT GRADE TO INSURE
RN �V�� INS NOT:
FLOW TO THE STREET GUTTER AND THAT WATER DOES NOT FLOW ONTO ADJOINING PROPERTIES.
I. OJ CTS THAT ISTU SS THAN ON AG SHALL DEVELOP AN IMPLEMENT A AN TO MANAGE STORM WATER DRAINAGE DURING GONST UCTION. A M AG IS
PR E D RB LE E RE LL DE EL P DPLAN GE R ER DR E D R R B P PAGE
SUMP PUMP MAY BE REQUIRED (SEE SITE PLAN)
SUFFICIENT.
IF THE GRAVITY METHOD OF DRAINAGE CANNOT BE USED, PROVIDE A SUMP PUMP OF ADEQUATE SIZE TO CARRY ALL WATER
THROUGH A 2" DIAMETER ABS PIPE THROUGH THE FACE OF THE CURB SO THAT THE WATER WILL EMPTY INTO THE GUTTER
2. PLANS SHALL INDICATE HOW GRADING AND PAVING WILL PREVENT SURFACE WATER FLOWS FROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOT ALTER DRAINAGE
SYSTEM. INSURE THAT THE LOCATION CHOSEN FOR THE PIPE TO GO THROUGH THE FACE OF CURB IS ADEQUATE TO CARRY THE
PATH
WATER FROM THE SITE TO A CITY MAINTAINED
WATER COLLECTION SYSTEM.
3, ELECTRIC VEHICLE (EV) CHARGING, PARKING SPACES: COMPLY WITH ALL RELEVANT SECTIONS.
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.
SITE NOTE,5:
SUMP PUMP AT A MINIMUM SHALL BE A 1/4 HP AUTOMATIC SUBMERSIBLE SUMP PUMP WITH PERFORMANCES AS LISTED BELOW
1. EXTERIOR BEARING WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE WILL BE BUILT OF 1-HR FIRE RATED CONSTRUCTION. 2019 CBC TABLE 602,
(MINIMUM). INSTALL AS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS.
2. ROOF EAVES WILL NOT PROJECT WITHIN 2 FEET OF THE PROPERTY LINE.
DISCHARGE FEET OF HEAD 5 10 15
PERFORMANCE (GALLONS PER HOUR) 2200 1620 660
3. NO EXISTING TREE OVER 40 INCHES IN CIRCUMFERENCE AT 54 INCHES FORM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PA S
DIVISION.
SUMP PIT- INSTALL PUMP IN SUMP PIT (CATCH BASIN) WITH THE MINIMUM CLEARANCES AND DEPTHS AS PER MANUFACTURER
SPECIFICATIONS AND RECOMMENDATIONS.
4. NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETC.,) PROPOSED BEYOND THE PROPERTY LINE AND INTO THE PUBLIC RIGHT-OF-WAY.
5. NEW WOOD ROOFING MATERIAL WILL HAVE A MINIMUM CLASS B FIRE RATING. 5CCI-02
PROPOSED SITE PLAN
SCALE: 1/8'=1'-0"
N
WILDING NOTES:
1. BASED ON THE SCOPE OF WORK, THIS PROJECT IS GONSIDERED A "TYPE i"
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 PUBLIG 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 AN WAST REDUCTION FORM WILL N TO SUBMITTED AN RE L G D E RED R LL NEED BE B ED D
APPROVED PRIOR TO ISSUANCE OF BUILDING PERMIT. THE OWNER SHOULD
CONTACT JOE MAGLUSKEY RECYCLING SPECIALIST'a 650-558-1213
L I -I
OJ CTS THAT CREATE AND/OR, AC 2500 SQUARE FEET TO 10000 SQUAB FEET
PR E RE E D R REPL E RE EE E EE
OF IMERVIOUS SURFACE (E.G., NEW ROOF, DRIVEWAY, OR OTHER NON -PERVIOUS SURFACE)
'MUST COMPLY WITH THE SAN FRANCISGO BAY MUNICIPAL REGIONAL STORMWATER NPDES
,PERMIT. PLEASE SHOW ON PLANS WHICH SITE DESIGN MEASURES) LISTED ON THE
STORMWATER CHECKLIST FOR SMALL PROJECTS WILL BE INSTALLED TO MEET THIS
>REQUIREMENT. A COPY OF THE SMALL PROJECTS CHECKLIST IS ACCESSIBLE HERE:
https://www.burlireame.or/etarmwaterdevelopment. -
DESIGN MEASURE: DIRECT ROOF RUNOFF ONTO VEGETATED AREAS USING A DISCONNECTED
DOWNSPOUT AND PROVIDE CONSTRUCTION DETAILS OF SPLASH BLOCK OR CONNECT
DOWNSPOUT TO DRAIN PIPE WITH POP-UP EMITTERS).
AC NOTES:
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 j
NIGHTIME (10:00 PM - 7:00 AM) AS MEASURED
FROM THE PROPERTY LINE. BMIG 25.55.050
\
� � I
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 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).
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 FIRE 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 S:COA.M.
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'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. 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 1,S.Oa.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 STRUCTURE 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
RIGHT-OF-WAY. NO WET GARBAGE FLUID SHALL ENTER PUBLIC RIGHT-OF-WAY OR THE STORM DRAIN SYSTEM.
10. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO NOTIFY UNDERGROUND SERVICE ALERT (USA) AT LEAST 40 HOURS
BEFORE THE START OF ANY EXCAVATION WORK.
11. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT POLICY FOR EXPANDING WIDTH OF PLANTER STRIP MUST IMPLEMENTED
D BE
AROUND NEW OR EXISTING CITY STREET TREE.
FUBL IC LUORK5 517E NOTES:
I. DUE TO THE SCOPE OF WORK, SHOW THE REPLACEMENT OF ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE,
PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, ALL WATER LINE
CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES
AND SPECIFICATION, AND ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY. (PLEASE CALL -OUT THESE
ITEMS TO BE REMOVED AND REPLACED ON THE SITE PLAN. 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, DUE TO THE EXTENSIVE SCOPE OF WORK, AND FROM THE PAST EXPERIENCE,THE CONCRETE FLATWORK WILL BECOME
DAMAGE DURING CONSTRUCTION OF THE STRUCTURES. IF THE SIDEWALK HAS REED RECENTLY REPLACE OR IS IN GOOD
CONDITION, PLEASE NOTE THAT "ALL DAMAGE SIDEWALK, CURB„ AND GUTTER DURING CONSTRUCTION WILL BE REPAIRED. AN
INSPECTION BY THE CITY PUBLIC WORKS INSPECTOR WILL DETERMINE THE LIMITS OF THE REPAIRS POST -CONSTRUCTION.
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-GONSTRUCTION
DESIGN WILL ADDRESS THE ADDITIONAL STORMOFF.
4, NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETC.) PROPOSED BEYOND THE PROPERTY LINE
AND INTO THE PUBLIC RIGHT-OF-WAY.
REVISIONS
BY
PLNG PC1
08/25/21 0
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- - x 151.0 - I u REMAIN
Benito Avenue
155.02'
BASIS OF 5EARING6 N 5500316" W 554.01' (1"I0N.-MON.)
(22 LLS 59J
3 Drivewa Gate
Not to Scale
PHOR
LAV ANG
Landscape Site Plan
1181, = 1'o"
i 1514
EM
ROSA COR
RETAINING WALL /
TO REMAIN
1. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ADMINISTRATION PRIOR TO
EXCAVATION AND GRADING.
2. ALL PLANTING AREAS SHALL BE CLEARED OF WEEDS AND OTHER DEBRIS. THE CONTRACTOR
SHALL VERIFY WITH THE OWNER WHICH EXISTING PLANTS ARE TO REMAIN. EXISTING PLANTS
TO BE REMOVED SHALL BE VERIFIED WITH OWNER PRIOR TO REMOVAL. ALL IVY IN PROJECT
AREA SHALL BE REMOVED; IVY SHALL BE SPRAYED WITH HERBICIDE TWO WEEKS PRIOR TO
REMOVAL.
3. SOIL TESTING SHALL BE UNDERTAKEN BY THE CONTRACTOR, AND PERFORMED BY A
CERTIFIED LABORATORY. A COPY OF THE REPORT SHALL BE PROVIDED TO THE OWNER AND
LANDSCAPE ARCHITECT. RECOMMENDATIONS FOR AMENDMENTS AND FERTILIZATION SHALL
REFLECT THE NUTRIENT REQUIREMENTS OF SPECIFIED PLANT SPECIES.
4. SOIL AMENDMENTS SHALL BE FREE OF DEBRIS SUCH AS LITTER, BROKEN CLAY POTS, AND
OTHER FOREIGN MATERIAL. ROCKS LARGER THAN ONE INCH DIAMETER WILL NOT BE
PERMITTED. SOIL AMENDMENTS SHALL HAVE THE FOLLOWING CONTENT:
REDWOOD NITRIFIED COMPOST 40%, COARSE SAND 30%, BLACK TOPSOIL 30%.
S. PLANT HOLES SHALL BE DOUBLE THE SIZE OF THE CONTAINER (generally). THE WALLS AND
BASES OF PLANT HOLES SHALL BE SCARIFIED. HOLES SHALL BE BACKFILLED WITH THE
FOLLOWING MIXTURE: 80%TO 20% IMPORTED SOIL TO EXISTING SOIL.
6. SOIL BERMS SHALL BE FORMED AROUND ALL PLANTS 1 GALLON SIZE AND LARGER. BASINS
SHALL BE MULCHED WITH A 3"LAYER OF BARK CHIPS, MINIMUM OF 1" IN SIZE.
PLANTING AREAS SHALL BE COVERED WITH A TWO INCH LAYER OF BARK CHIPS.
7. ALL PLANTS SHALL BE FERTILIZED. FERTILIZER SHALL BE COMMERCIALLY AVAILABLE TYPE,
AGRIFORM OR EQUIVALENT. APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S
INSTRUCTIONS. RESIDUAL WEED PRE -EMERGENT SHALL BE APPLIED BY THE CONTRACTOR.
APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
8. TREES SHALL BE STAKED WITH TWO PRESSURE TREATED 2" DIAMETER POLES. TREE TRUNK
SHALL BE SECURED WITH TWO RUBBER TIES OR STRAPS FORMING A FIGURE -EIGHT BETWEEN
Plant List
No.
Botanical Name
Common Name
Oty'
Size
WI
Plant Type/ Remarks
ACER PAL
Acer palmatum
Japanese Maple
2
24" Box
M
Decid Tree
MAG SOU
Magnolia soulangiana
Saucer Magnolia
3
24" Box
M
Decid Tree
BUD DAV
Buddleia davidii
Butterfly Bush
1
15 Gal
M
Decid Shrub
CAM JAP
Camellia japonica
Japanese Camellia
5 Gal
H
Evgn Shrub
HEBE
Hebe'Veronica Lake'
Veronica Lake Hebe
5 Gal
M
Evgn Shrub
HEMER
Hemerocallis'Yellow'
Daylily
1 Gal
M
Low Shrub
HEUCH
Heuchera sanguinea
Coral Bells
1 Gal
L
Perennial
Jasmine
LAV ANG
Lavendula angustifolia
English Lavender
5 Gal
L
Perennial
NAN DOM
Nandian domestba
Heavenly Bamboo
5 Gal
L
Evgn Shrub
PHOR
Phonnium'Dwarf Red'
Miniature Red Flax
1 Gal
L
Perennial
PIT TEN
I Pittosporum tenuifolium
Black Stem
5 Gal
I L
Evgn Shrub
'Silver Sheen'
Pittosporum
PIT TOB
Pittosporum tobira
Varigated Japanese
5 Gal
L
Evgn Shrub
Vadegata'
Plttosporum
ROSA COR
Rosa Coral Drift
Coral Drift Rose
2 Gal
L
Decid Sub -Shrub
TRA JAS
Trachebspennum
Star Jasmine
15 Gal
M
Espalier Vine
jasminoides
MYO PAR
Myoporum parvifolium
Creeping Myopour
—I
L
Groundcover
Prostratum White'
Note: Contractor to verify quantities
Copy
ge ie
9
Bruce A. Chan
Landscape Architect
CA LIa. # 002324
923 Arguello Street, Suite 200
Redwood City, California 94063
Tel (650) 346-7645
Fax (650)367-8139
Email: bacla®sbcglobal.net
Landscape Architecture
Environmental Design
Site Planning
N0.2314
DP 0>31a2v
cor cAUFd?
9
TITLE
Landscape
Plan
REVISIONS
Date I Notes
PROJECT#:
DATE: 08-27-21
SHEET #:
L 1A
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