HomeMy WebLinkAboutReso - PC - 2023.02.27 - 8CDocusign lnvebpe tD: 8' DDI 8O&7E73-41 84-8960-5D492EAC7E45
Planning Department
City of Burlingame
WHEN RECORDED I\,,IAIL TO:
COMMUNITY DEVELOPMENT DEPARTI\,{ENT
CIry OF BURLINGAfuTE
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2023-019U89
X:22 pm Alt?it?f,3Rl F6ei NO FEE
Couni o, pages 4
Recordod in Off icial Recods
Co unly of San Mateo
Mark Church
dl1r iltrililrr[l,fu lU[UilUlitriflffi
rurUrl
Resolution No. 2023-02.27 -8C
2812 RIVERA DRIVE
APN 025-012-030
TITLE OF DOCUMENT
I hereby certify this to be a full, fue and conect mpy of the
document it purports to be, the original of which is on file in my
office.
March 10.2023
bttiw hrlruu
CITY o
ED JUNE b
,t:r:.L,*E rq
?.irff*''+-
Date
Kevin Gardiner, AICP, Community Development D
RECORDING REQUESTED BY:
4l
RESOLVED, by the Planning Commission of the City of Burlingame that
WHEREAS, a Categorical Exemption has been prepared and application has been made for Desiqn
Review and a Hillside A rea Construction Permit for a second storv addition to an existino sinole-untt
dwellinq
012-030;
at 2812 Rivera Drive. zoned R-1 , Ben P. and Laura Elizabeth Wvlie. oroo erty owners. APN: 025-
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on February
27. 2023, 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:
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 Section 15301 (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.
Said Design Review and Hillside Area Construction Permit are approved subject to the conditions
set forth in Exhibit "A" attached hereto. Findings for such Design Review and Hillside Area
Construction Permit 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 ofthe
County of San Mateo
Chairpe n
1
2
za
f.), Secretary of the Planning Commission of the City of
Burlingame, do hereby certify that the foregoing resolution was introduced and adopted at a regular
meeting of the Planning Commission held on the 27th dav of Februarv. 2023 by the following vote:
28 r 2 RIVERA DR - RESO 2023{r2.27{C
AYES: CO AROTO, l{ORAIi, GAUI-
LOWET{THAL, PFAFF, SCH ID, TSENOES: NONE
ABSEI{T: NONE
RECUSED: NONE
Secretary
RESOLUTION APPROVING CATEGORICAL EXEIUPTION, DESIGN REVIEW
AND HILLSIDE AREA CONSTRUCTION PERMIT
I,
2
J
4
5
6
EXHIBIT "A"
that the project shall be built as shown on the plans submitted to the Planning Division date
stamped February 16, 2023, sheets A.l through A.1 2, BMP sheet, and site survey;
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
perm it;
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 Plannjng Commission, or City Council on appeal: which shall remain a part of all sets of
approved plans throughout the construction process. Compliance with all condittons of
approval is required; the conditions of approval shall not be modifled 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 construclion 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,
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EAGH 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;
7
8
I
Conditions of Approval for Categorical Exemption, Design Review and Hillside Area Construction Permit
2812 Rivera Drive
Effective March 9, 2023
Page 1
1
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review and Hillside Area Construction Permit
2812 Rivera Drive
Effective March 9, 2023
Page 2
11.that prior to scheduling the framing inspection the project architect or residential designer, or
another architect or residential design professional, shall provide an architectural certiflcation
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 certtfication of that height to the Building Divlsion; 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.
12.
13
7j W
BFD CV FIRE SPRINKLER
DOMESTIG WATER
MCv��-D LEGEND:
YWM - WATER METER
V - VALVE
DCV - DOUBLE CHECK VALVE
MCV - MAIN CONTROL VALVE
BFD - BACK FLOW PREVENTION DEVICE
-W- - WATER LINE 1-1/4"0 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 UFC APPENDIX IIIA.
5CHE ATIC DATER LATERAL LINE
NOT TO SCALE
MINIMUM REQUIRED 1=1RE FLOW 4 FLOW DURATION BUILDINGS
FIRE AREA (square feet)
FIRE
FLOW
(gallons
FLOW
DURATION
X 0.0929 for m2
per minute)
{hours]
Type I-F-R.
II-F.R-1
Type II One-HR-
III One-HR-1
Type IV-H-T.
V-0ne-Hr-1
Type II-N
II-N1
Type V-N1
x 3-785
for
Umin.
0-22,700
0-12,700
",200
0-5.900
0-300
1.500
22,701-30,200
12,701-17,000
8,201-10,900
5,901-7,900
3,601-4,800
1,750
30,201-38,700
17,001-21,800
10,901-12,900
7,901-9.800
4,80",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
45,301-59,000
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
2.760
70,901-63,700
39,70"7,100
25,501-30,100
18,401-21,800
11,301-13,400
3,000
83,701-97,700
47,101-54,900
30,101-35,200
21,801-25,900
13,401-15,600
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
128,701-146,900
72,401-82,100
45.401-52,500
33,501-37.900
20.601-23.300
4.000
14 1-1 2
5,90 64, 00
21 1- 24
8 , 0 9 , 00
2 1- 1
5 ,50 59, 00
7 1-027
3 ,90 00
1-2
23,30 fi,300
42 50
164,201-1 ' 83,400
92,401-103,100
69,101ffi,000
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
32,601-36.000
5.000
225,201,247.700
126,701-139,400
81.101.89,200
58.601-85.400
36,001-39.800
5.250
247,701-271,200
139,401-152,600
89.201-97,700
65,401-70.600
39,601-43,400
5.500
271,201-295,900
152,601-166,500
97,701-106,500
70,601-77,000
43,40"7,400
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
6.500
"
135.501.145.800
97.901-106.800
60,201-64.800
6.750
"
145.801-156.700
106,801-113,200
64.801-459,500
7.000
"
166,701-167,900
113,201-121,300
69,601-74,600
7,250
"
167,901-179,400
121,301-129,600
74,601-79,600
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
CODE DATA
2019 CALIFORNIA RESIDENTIAL CODE
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA ELECTRIC CODE
2019 CALIFORNIA ENERGY CODE
2019 CALIFORNIA GREEN BUILDING STANDARDS
GENERAL NOTES
I. CONTRACTOR SHALL ADHERE TO ALL CODES, RULES AND REGULATIONS GOVERNING CONSTRUCTION, BUILDING
ACCESS AND THE USE OF FACILITIES AS SET BY LOCAL BUILDING DEPARTMENT AGENCY AND THE BUILDING OWNERS.
TITLE 24 C.A.0 ESPECIALLY THOSE ABSTRACTS DEALING WITH ENERGY AND HANDICAPPED ACCESS REQUIREMENTS.
ANYTHING SHOWN ON THESE DRAWINGS, NOT IN ACCORDANCE WITH THESE RULES AND REGULATIONS, SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGNER BEFORE PROCEEDING WITH ANY WORK.
2, DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONAL INFORMATION.
3_ THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD. IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGNER OF ANY CONFLICTS HEREIN, EITHER
APPARENT OR OBVIOUS PRIOR TO START OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY OF CORRECTING
SUCH WORKAS DIRECTED.
4. ALL WOW SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY MECHANICS SKILLED IN THEIR RESPECTIVE
TRADES,
5, THE CONTRACTOR SHALL REVIEW PLANS AND THE AREA OF CONSTRUCTION CAREFULLY TO INSURE FULL
UNDERSTANDING OF EXACT SCOPE OF WORK.
6. THE CONTRACTOR SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE MATERIALS. IF REQUIRED.
1. THE CONTRACTOR SHALL LEAVE THE PREMISES IN A CLEAN AND ORDERLY MANNER,
8- THE CONTRACTOR'S PRICE IS TO BE COMPLETE IN ALL WAYS INCLUDING TAXES, OVERTIME, SHIPPING, ETC,
9, ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S LATEST PRINTED
SPECIFICATIONS AND WITH CODE REQUIREMENTS.
10, THE WORK INCLUDED UNDER THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH AIA GENERAL CONDITIONS
DOCUMENT A-201, 1991 EDITION,
11- CONIRACTORS, SUBCONTRACTORS AND SUPPLIERS SHALL GUARANTEE THAT THE WORK IS FREE FROM ANY DEFECTS IN
WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION AND BE RESPONSIBLE
FOR REPAIR OR REPLACEMENT AT NO ADDITIONAL CHARGE-
12_ CONSTRUCTION WASTE MANAGEMENT.
RECYCLE AND SALVAGE FOR USE A MINIMUM OF &E,% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOTION WASTE
PER CGC 4A001.
SHEET INDEX
ARCHITECTURAL:
VICINITY MAP
mills
Estate Park 1
*4
.P
0
Trousdale 01
ACH
ze
PROJECT
SITE
Klnqdi:)m Halt of
,Jehova h s 1IV i t nesseLs
c
LrF
e
4%
#'• Peninsula Temple
holom Pres&Wlp
01
2812 Rivera Dr,
Buirlingame. C A 94010
PROJECT INFORMATION
PROJECT: CONSTRUCTION OF A SECOND STORY ADDITION TO AN EXISTING
ONE STORY SINGLE FAMILY RESIDENCE.
• REMODEL OF THE EXISTING KITCHEN.
• NO ADDITION TO THE FIRST FLOOR-
• ADD 2 BEDROOMS AND 2 BATH TO THE SECOND FLOOR
• EXISTING DRIVEWAY TO REMAIN
OWNERS: BEN AND LAURA IUYL IE
252 RIVERA DR,
BURL INGAME, CA 134010
ARCHITECT: ROBERT MEDAN, AIA
193(o L05 ALTOS DRIVE
SAN MATEO, CA 94402
(G 50) 577-0477
LOT 51ZE- T984.31 S.F.
MAX LOT COVERAGE: 4O% x 1,984.31 S.F. = 3,193.12 S.F.
FLOOR AREA RATIO: 0.32 x 984.31 + 1100 S.F. = 3,654.98 S.F.
CONSTRUCTION TYPE: VB
OCCUPANCY CLASSIFICATION: R-3/U
A.I
PROJECT INFORMATION
zONE:
,42
SITE DEVELOPMENT PLAN
A.3
EXISTING FLOOR PLAN WM4 DEMOLITION PLAN
(E) LOT COVERAGE
A.4
PROPOSED FIRST FLOOR PLAN
(E) LIVING:
523.03 S.F.
(E) GARAGE:
32,00 S.F.
14.5
PROPOSED SECOND FLOOR PLAN
(E) FRONT COVERED PORCH:
2,lal.03 S.F.
< 3,193 S.F.
A.6
PROPOSED ROOF PLAN
(E) TOTAL LOT COVERAGE:
(MAX LOT COVERAGE)
14.E
EXISTING AND NEW ELEVATIONS
A'a
EXISTING AND NEW ELEVATIONS
OR AREA:
T FLOOR:
2,232.00 S.F.
A.9
EXISTING AND NEW ELEVATIONS
OOR:
898.14 S.F.
A.10
EXISTING AND NEW ELEVATIONS
E5ECOND
523.03 S.F.
A.11
BUILDING SECTION
AREA:
S.F.
< 3,654.98 S.],�4REA)
(MAX FLRBMP
A.12
AREA CALCULATIONS
CONSTRUCTION BMP
I SURVEY
CONSTRUCTION SCHEDULE
1, NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR
REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS
EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND
SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL,
WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS.
HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LAST
MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY OF 5EPTEM5ER, THE
ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE TWENTY FIFTH
DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE
ELEVENTH DAY OF NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER FALLS UPON A
SUNDAY THE FOLLOWING MONDAY 15 A HOLIDAY, PROVIDE THE FOLLOWING CONSTRUCTION
HOURS ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL CODE 10-01-110.
L MONDAY THROUGH FRIDAY. SAM TO IPM
ii. 5ATURDAY5- 9AM TO (oPM
i i i SUNDAY AND HOLIDAYS: NO WORK
2, CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND
NON -CITY HOLIDAYS BETWEEN 0.00AM TO 5:O0PM.
REVISIONS
BY
PLANNING
12/13/22 01
RV
ANUT MINN
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
S D ARCy/T
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6-30-21
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DATE:
Aug 24, 2022
SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
A01
OF SHEETS
DRAINAGE NOTES:
RAINWATER COLLECTION
ALL NEW ROOF RAINWATER SHALL BE COLLECTED BY MEANS OF GALVANIZED METAL GUTTERS, UNLESS NOTED
OTHERWISE, LOCATED AT THE EAVE5. PAINT TO MATCH COLOR 5CHEME OF RESIDENCE. GUTTER SHALL LEAD TO 2" X
4" RECTANGULAR METAL DOWNSPOUTS OR DOWNSPOUTS TO MATCH EXISTING AND/OR COPPER RAINWATER LEADER,
DOWNSPOUTS 5HALL TERMINATE BELOW GRADE TO A PERIMETER 4" DIAMETER A55 50LID DRAINPIPE. RUN 4"
DIAMETER (OR 5IZE AS NOTED ON 5ITE PLAN) 50LID PIPE THROUGH FACE OF CURB 50 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 5ITE TO A CITY
MAINTAINED WATER COLLECTION SYSTEM. IN SINGLE-FAMILY RESIDENCES THE WATER MAY FLOW TO THE STREET BY
GRAVITY METHOD PROVIDED THERE 15 SUFFICIENT GRADE TO INSURE FLOW TO THE 5TREET GUTTER AND THAT WATER
DOES NOT FLOW ONTO ADJOINING PROPERTIES.
SUMP PUMP MAY BE REQUIRED (SEE 5ITE PLAN)
IF THE GRAVITY METHOD OF DRAINAGE CANNOT BE U5ED, PROVIDE A 5UMP PUMP OF ADEQUATE 5IZE TO CARRY ALL
WATER THROUGH A 2" DIAMETER A55 PIPE THROUGH THE FACE OF THE CURB 50 THAT THE WATER WILL EMPTY INTO THE
GUTTER SYSTEM. INSURE THAT THE LOCATION CH05EN FOR THE PIPE TO GO THROUGH THE FACE OF CURB 15 ADEQUATE
TO CARRY THE WATER FROM THE 5ITE 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 A5 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 5PECIFICATION5 AND RECOMMENDATIONS.
NOTES:
1, CONTRACTOR SHALL PROVIDE ADEQUATE MEASURES TO AVOID EROSION OR SEDIMENT FROM LEAVING THE 5ITE AND
FLOWING INTO THE STREET, CURB OR GUTTER (USE STRAW WADDLE5)
2, 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
UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY.
AG EQUIPMENT NOTE:
NEW AC EQUIPMENT 5HALL NOT EXCEED A MAXIMUM OUTDOOR N015E LEVEL OF (00 DBA DAYTIME (lam - lmpm)
OR 50 DBA NIGHT TIME 00pm - lam) AS MEASURED FROM THE PROPERTY LINE. BURLINGAME MUNICIPAL ZONING
CODE 25.58,050.
PUBLIC UJORK NOTES:
I. ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS STREET, SIDEWALK AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS,
15 REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK.
2, BASED ON THE SCOPE OF WORK, TH15 15 A TYPE I PROPERTY THAT REQUIRED A STORM CONSTRUCTION POLLUTION
PREVENTION PERMIT. THIS PERMIT 15 REQUIRED PRIOR TO ISSUANCE OF A BUILDING PERMIT. AN INITIAL FIELD
INSPECTION 15 REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC
RIGHT -OF WAY.
3- CON5TRUCTION HOUR5 IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON CITY HOLIDAYS
BETWEEN a.00 a.m. AND 5-00 pm. TH15 INCLUDES CONSTRUCTION HAULING.
4, NO STRUCTURE SHALL BE BUILT INTO CITY'5 RIGHT-OF-WAY. THE PROJECT SHALL COMPLY WITH THE CITY'5 NPDE5
PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION.
5, ALL DEBRIS/ GARBAGE CONTAINERS LOCATION 5HALL BE ON PROPERTY. IN A 51TUATION WHERE THAT 15 NOT
POSSIBLE, AN ENCROACHMENT PERMIT 15 REQUIRED FROM PUBLIC WORKS DEPARTMENT FOR PLACING DEBRIS/
GARBAGE CONTAINERS IN PUBLIC RIGHT-OF-WAY NO WET GARBAGE FLUID 5HALL ENTER PUBLIC RIGHT-OF-WAY OR THE
STORM DRAIN SYSTEM.
6. IT 15 THE RESPONSIBILITY OF THE OWNER AND OR CONTRACTOR TO NOTIFY UNDERGROUND SERVICE ALERT (USA) AT
LEAST 48 HOURS BEFORE THE START OF ANY EXCAVATION WORK.
1, PER MUNICIPAL CODE SECTION I83.08.090, NO STORM WATER OR UNDERGROUND WATER DRAINING FROM ANY LOT,
BUILDING, OR PAVED AREA 5HALL BE ALLOWED TO DRAIN TO ADJACENT PROPERTIES NOR SHALL TH15 WATER BE
CONNECTED TO THE CITY'5 SANITARY SEWER SYSTEM. REGARDLE55 OF THE SLOPE OF THE SOURCE PROPERTY, 5UCH
WATER SHALL DRAIN TO EITHER ARTIFICIAL OR NATURAL STORM DRAINAGE FACILITIES BY GRAVITY OR PUMPING.
8. - REPLACEMENT ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE.
- 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 AND ANY OTHER UNDERGROUND UTILITY WORK5 WITHIN CITY'S
RIGHT-OF-WAY.
- ALL ABANDONED SEWER LATERAL OR WATER SERVICE 5HALL BE DISCONNECTED AT THE MAIN AND PER CITY
REQURRMENT5. AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR THESE ITEMS.
AC EQUIPMENT NOTE:
NEW AG EQUIPMENT 5HALL NOT EXCEED A MAXIMUM OUTDOOR N015E LEVEL OF 60 DBA DAYTIME (lam - Impm)
OR 50 DBA NIGHT TIME (Impm - lam) AS MEASURED FROM THE PROPERTY LINE. BURLINGAME MUNICIPAL ZONING
CODE 25.58.050,
w BF CV FIRE SPRINKLER
V ---> DOMESTIC WATER
w
MCV�►D LEGEND:
WM - WATER METER
V - VALVE
[)CV - DOUBLE CHECK VALVE
MCV - MAIN CONTROL VALVE
BFD - BACK FLOW PREVENTION DEVICE
—W— - WATER LINE 1-1/4"4 TYP-
I. PROVIDE A BACFLOW PREVENTION DEVICE - U5C 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 5IZE OF BUILDING, SEE UFC APPENDIX IIIA,
2 5CHEMATIG WATER LATERAL LINE
NOT TO 5CALE
MINIMUM FREQUIREP FIRE FLOW 4 FLOW DURATION 5UILDING5
FIRE AREA ,square feet)
FIRE
FLOVV
[gallons
FLOW
DURATION
X0.0929 for m2
minuted
(['ours)
Type I-F.R.
It F.R.1
Type II One-HR.
III Ork—HR.1
Type IV-H.T.
V-O-ie-HLI
Type II-N
11-N1
Type V-N1
x 3.785
for
Urnin.
0-22,700
0-12,700
03.200
O'�5,900
",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
2,250
48,301-59,000
24,201-33,200
17,401.21,300
12,601-15,400
7.701-9,400
2,500
MOO11-70,900
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
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
46,40132,500
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
41250
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
203.701-226.200
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
152,601-166,500
97,701-106,500
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
6,760
"
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
"
187.901-179.400
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
N56 °48 48 E
78. 71'
(E) WOOD FENCE
TO REMAIN
(N) 34'-4" SECOND FLOOR REAR 5ET BACK
51.7
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COVERING TO
BE REMOVED
I
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Brick
Gravel
HCon c.
Pavers
16'-1" RE R 5ET
Building
N32°34'58W
101.59'
(E) WOOD FENCE
TO REMAIN
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499 C46
bark 15'-01,
Ins,
(E) 38'-8 1/2"
LA W�
s I (N) 4"0 SEWER LA
TO CITY CLEANOL
CITY 5TD5
(E) DRIVEWAY
TO REMAIN
(E) D5 I
(E) 33'-8" FRONT bET BACK
I (E) WATE SERVICE
- - - - � - - -
s3 FRONT SET BACK I
Ilo
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(E) 14'-1"
a� GA E 5ET BACK
00
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(E) 12"0--'
CYPRE55
(E) (E) 4.12
5SLOPE
------ -------j
(E) 8"ro
CYPRESS
PUBLIC WORK NOTES:
I_ CONTRACTOR SHALL PROVIDE ADEQUATE MEASURES TO AVOID EROSION OR SEDIMENT FROM
LEAVING THE 5ITE AND FLOWING INTO THE STREET, CURB OR GUTTER (USE STRAW WADDLES)
2. (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE,
(2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTION5 AND INSTALL A NEW 4" LATERAL
AND WYE TO 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,
(4) ANY UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY.
N
SITE PLAN
Conc.
S32 °00'00 "E
100.00'
N
�O
(E) GAS
Ret._j
DENOTES (E) wall
DIRECTION OF
STORM WATER (E) WOOD FENCE
RUNOFF TO REMAIN
Building
EXISTING IMPERVIOUS AREA:
1,12182 5F- / 1,98431 = 21.51%
54.4
Gs7
Conc. Ret.
Wood
Ret. Oil
FIRE
(E) CL OUT -
PE ITY 5TD5
(E 14"0
Gravel
U
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II
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6 9.83' I II II
I II
II
II
II
53 I
II
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REPLACE ALL I II
CURB, GUTTER, I
DRIVEWAY I I
AND 51DEWALK I I
II
FRONTING SITE I I
I II
1 II
�II
54 I I
I II
I Co
W I I
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a10
o
00
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OUTLINE OF (E)
TREE CANOPY II
s5 I I I
I II
II
II
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—27.00' I I
II
II
I II
II
II
I II
I
II
II
1 I
II
L II II
II
I
II
I II
— II
II
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11
I II
II
I I
II
I II
II
I II
I II
II
II
I
REVISIONS
BY
PLANNING
12/13/22 ARM
NUT MINN
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
D ARCh,IT
fi0
ROBERT
MEDAN
* C-23520
6.30.21
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DATE:
Aug 24, 2022
SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
A02
OF SHEETS
_ _ot7Oo) m LJ III
I II I
❑ IIII
NOOK IIII
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I� III I
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I
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ii
N�,--�EXISTING FLOOR PLAN W/DEMOLITION PLAN
81111510111191%
(E) WALL TO REMAIN
(E) WALL TO BE DEMOLI5HED
REVISIONS
BY
tWl MINN
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
D ARC
fi0
ROBERT
MEDAN
01 eAa—
* C-23520
6.30.21
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DATE:
Aug 24, 2022
SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
A03
OF SHEETS
(E) 69'4" (V-LF.)
(E) 16'-5" (V.I.F.) (E) 26-6" (V.LF.) (E) 24'-1" (V.1.1=.)
A
A_ll
(N) W76305L
FRE� O O O
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L(E)
1
SLIDER (EE) (N) l(o'-O" x 1'-0" SECTIONAL
(E) I (E) W2030 �xARA�xE DOOR
BUILDING
LINE ABOVE
I
(E) I (E) (E)
I (E)I
� (E I) (E)
� I
(E) M. BEDRM — —
(E)
I (E)
(E) (E) (E) WIC ul
w C
(E) BATH 1 o N
(E) BEDRM 2 (E) (E) BEDRI-I I (E) GARAGE
I I D
� I I
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(E) W.I.C. (E) M. BATH (E)
} (E) WI330 (E) W1330 (E) W0030 (E) W3030 (E) W0030
(EE) (TEMP) (EE) O
N
(E) 41'-4" (V.I.F.) (E) 22'-2" (V.I.F.)
LEGEND:
N PROPOSED FIRST FLOOR PLAN (E) WALL TO REMAIN
SCALE: 1 /4"=1'-0"
(N) WALL
(EE) EMERGENGY EGRE55
REVISIONS
BY
PLANNING
12/13/22 0
RM
NUT MINN
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
D ARC
ROBERT
MEDAN
oleo
* C-23520
6.30.21
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DATE:
Aug 24, 2022
SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
A04
OF SHEETS
LL
(;=) (VIA )
LEGEND:
N )PROPOSED SECOND FLOOR PL (E) WALL TO REMAIN
SCALE: 1/4"=1'-0"
(N) WALL
(EE) EMERGENCY EGRESS
REVISIONS
BY
2�N3�22 0
RM
kMl MIM
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
D ARC
fiO
ROBERT
MEAN
01,eAa-
* C-23520
6.30.21
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DATE:
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SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
A05
OF SHEETS
(E) DS (E) DS
Ni��PROPOSED ROOF PLAN
alLmiffill
REVISIONS
BY
PLANNING
12/13/22 0
RM
NUT MINN
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
D ARC
fiO
ROBERT
MEDAN
01 eAa—
* C-23520
6.30.21
L
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DATE:
Aug 24, 2022
SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
A06
OF SHEETS
NP
30'-0" MAXIMUM HEIGHT LIMIT
EXISTING FRONT ELEVATION
SCALE: 1/4"=1'-0"
30'-0" MAXIMUM HEIGHT LIMIT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------------------�
/`/'1MC/1CITI/'1A1 CLJ hI/I GC C/1/1GIAI/
IN
IN
2
PROPOSED FRONT ELEVATION LuVU� IKI11JUHL C3LHLIIVCx 2
TYP_
SCALE: 1/4"=1'-0"
PROVIDE TOP INSULATION
BARRIER IF NEEDED TO
MAINTAIN NET FREE VENT AREA
COMPOSITION SHINGLES o/ 300 FELT
o/ 1/2" EXT. SHEATHING. INSTALL PER
MFR. SPECS,
METAL DRIP
EDGE ,
GSM
GUTTER INSULATION BAFFLE
i
2x8 SPRUCE SEE SECTIONS
FASCIA BOARD PLAN or GF-1 FOR
2x6 FRIEZE BLK'G w/ (4) 3" INSUL. REQ'D.
DIA., SEE VENT HOLES DETAIL
Ix2 TRIM a SIDING ONLY
SHEATHING WHERE OCCURS 2x STUDS
EXTERIOR FINISH PER ELEVATION
1 EAVE SCALE: 1 1/2"=l'-o"
CLASS A SHINGLES o/ 300 -
FELT o/ EXT. SHEATHING PER
STRUCTURAL DRAWINGS
GSM DRIP EDGE
Ix4 SPRUCE TRIM
2 x 8 SPRUCE RAKE BD.
2x4 FLAT LET -IN 6 24" O.C. TO
NEXT FRAM'G MEMBER (OR
PER STRUCTURAL)
2x TRIM BLKG.
Ix2 TRIM (AT SIDING ONLY)
EXTERIOR FINISH PER ELEVATION. -
SEE ELEVATIONS AND TYPICAL EXT.
WALL CONSTRUCTION DETAIL FOR
NOTES
SHEATHING WHERE OCCURS
2 I GABLE END
LAP OR
PER ELE
TYP_ WAL
GSM CAf
FLA5H'G
SLOPE E
TO DRAI
WD. TRIP
SEE ELE
FOR SIZ
WINDOW
3 I WINDOW HEADER
z �-
ROOF
PER PLAN <
a
11
SEE PLANS
FOR FRM'G
5GALE: 1 1/2'= I'-O" 1
SHEATHING
WHERE OCCURS
BLD'G PAPER
LAP o/ FLASHING
SEE STRUCT. PLANS
FOR FRAMING
51TUTHENE FLASHING
TO WDW. FIN. EXTEND
6" ABV_ HEAD TRIM
SEALANT AT
WDW. FIN TO HDR.
REVISIONS
BY
PLANNING
12/13/22 01
RM
�aal Lm
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
D ARCy�T
fi0
ROBERT
MEDAN
01 eAa-
* C-23520
6.30.21
[PJ RENEWAL
DATE
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DATE:
Aug 24, 2022
SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
A07
OF SHEETS
i
i
FIRST FLOOR
TOP OF RIDGE
EL. = 7( .45
cs�
�r
TOP PLATE
0
c>J
N
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SECOND FLOOR
0
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LEVEL
0
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FIRST FLOOR
30'-0" MAXIMUM HEIGHT LIMIT
II_I II -I II'��
EXISTING LEFT ELEVATION
SCALE: 1/4"=1'-0"
n
STUCCO
30'-0" MAXIMUM HEIGHT LIMIT
rnvrvamj Err 1 ELE V A I IUIN VL)INU W1,I1tJLaN
SERIES
SCALE: 1/4"=1'-0"
REVISIONS
BY
PLANNING
12/13/22 ARM
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
D ARC
fi0
ROBERT
MEDAN
01 eAa-
* C-23520
6.30.21
[PJ RENEWALDATE
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DATE:
Aug 24, 2022
SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
A. 8
OF SHEETS
10'-5"
SIDE SETBACK
2
5105=51.7 + 50.4
2
I
I
I
I
II
II
II
II
II
II
II
II
4" WIDE
GUTTER, TYP.
I
(N) 2x4
/ WOOD TRIM
/ (N) STUCCO TO
/ MATCH EXISTING
r /
I./ s
+ 49.9
2
DA-E_ 51-05=51_1 + 50.4
2
--30'-0" MAXIMUM HEIGHT LIMIT - - - - - - - - - - - - -
IS TO
COMPOSITION
SHINGLES ROOFING
-L1 T T —I ��[_T-�T�—L�ZTZ_TT—I_-
41 hF
Tr
II
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II
II
II
II
j �
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WOOD POST
REMOVED
EXISTING REAR ELEVATION
SCALE: 1/4"=1'-0"
30'-0" MAXIMUM HEIGHT LIMIT
PROPOSED REAR ELEVATION
SCALE: 1/4"=1'-0"
------------
COMPOSITION SHINGLES ROOFING
(GLASS 'A' FIRE RATING)
OVER 2 LAYERS 15# BUILDING FELT
OR EQUAL)
STUCCO
(E) STUCCO
ATTIC VENT
Illlllm�l
its �-�a.rfl�eltl��i
IN
REVISIONS
BY
PLANNING
12/13/22 ARM
�aal LAO
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
ED ARCHIT
fi0
ROBERT
MEDAN
0�eAa-
* C-23520
6.30.21
[PJ RENEWALDATE
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W
0
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DATE:
Aug 24, 2022
SCALE:
AS NOTED
DRAWN:
RM
JOB:
SHEET NO.
A.9
OF SHEETS
30'-0" MAXIMUM HEIGHT LIMIT
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
COMPOSITION 1
TOP OF RIDGE SHINGLES ROOFING WOOD
TRELLIS TO
BE REMOVED
N
PLATE LEVEL ATTIC VENT
W/ SCREEN
0
+'
II
� II
II
II
- II
FIRST FLOOR
FIN. FLR=541
IN
(N) WOOD GARAGE DOOR
LIGHT FIXTURE
STUCCO 1000D POST
TO 5E
REMOVEp
EXISTING RIGHT ELEVATION
SCALE: 1/4"=1'-0"
30'-0" MAXIMUM HEIGHT LIMIT
COMPOSITION SHINGLES ROOFING
(CLA55 'A' FIRE RATING) (N) HARDIE 14" AO" GSM ATTIC
TOP OF RIDGE
REVISIONS
BY
PLANNING
12/13/22 0
RM
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
D ARC
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ROBERT
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DRAWN:
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SHEET NO.
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-
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30'-0" MAXIMUM HEIGHT LIMIT
-------------
BBUILDING SECTION
SCALE:1/4"=1'-0"
30'-0" MAXIMUM HEIGHT LIMIT
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
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FIRST FLOOR
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REVISIONS
BY
PLANNING
12/13/22 ARM
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
D ARC
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ROBERT
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I
FIRST FLOOR PLAN
FLOOR AREA CALCULATION
SCALE: 3/16"=1'-0"
FIRST FLR FLOOR AREA
A
16'-5" x 22'-4"
= 366.63 SF
B
31'-4" x 21'-7
= 613.61 SF
C
26'-11" x 6'4"
= 188.41 6F
D
28'-6" x 33'-2"
= 945.25 5F
E
3'-0" x 14'-5"
= 43.25 SF
F
2'-0" x 6'-1"
= 12.19 SF
GI +G2
2'-0" x 1'-4"
= 2.60 SF
P1
(32-0 SF) -
200 6F = 0.00 SF
TOTAL FIRST FLR AREA:
= 2,232.00 5F
N1
21'-9" x 21'-(o"
= 461.62 SF
>GARAGE
N2
22'-2" x 2'-6"
= 55.41 6F
TOTAL GAIRAGE AREA., = 523,03 5F
SECOND FLR FLOOR AREA:
J 24'-3" x 14'-8" = 355.61 5F
K 2'-2" x 14'-5" = 3124 SF
L 24-3" x 14'-0" = 339.50 5F
M 23'-6" x 1'-4" = 112.33 5F
TOTAL SECOND FLR AREA: = 898.14 5F
GRAND TOTAL FLOOR AREA:
3,653.17 F
SECOND FLOOR PLAN
REVISIONS
BY
PLANNING
12/13/22 ARM
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
D ARC
fiO
ROBERT
MEDAN
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6.30.21
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SAN MATED COUNTYWIDE
Water Pollution
Prevention Program
Clean Water. Healthy Community.
Construction Best Management Practices (BMPs)
Construction projects are required to implement the stormwater best management practices (BMP) on this page,
Materials & waste Management
Non -Hazardous Materials
❑ Berm and cover stockpiles of sand, dirt or other construction material
with tarps when rain is forecast or if not actively being used within
14 days.
❑ Use (but don't overuse) reclaimed water for dust control.
Hazardous Materials
❑ Label all hazardous materials and hazardous wastes (such as
pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) iu
accordance with city, county, state and federal regulations.
❑ Store hazardous materials and wastes in water tight containers, store
in appropriate secondary containment, and cover them at the end of
every work day or during wet weather or when rain is forecast.
❑ Follow manufacturer's application instructions for hazardous
materials and be careful not to use more than necessary. Do not
apply chemicals outdoors when rain is forecast within 24 hours.
❑ Arrange for appropriate disposal of all hazardous wastes.
Waste Management
❑ Cover waste disposal containers securely with tarps at the end of
every work day and during wet weather.
❑ Check waste disposal containers frequently for leaks and to make
sure they are not overfilled. Never hose down a dumpster on the
construction site.
❑ Clean or replace portable toilets, and inspect them frequently for
leaks and spills.
❑ Dispose of all wastes and debris properly. Recycle materials and
wastes that can be recycled (such as asphalt, concrete, aggregate base
materials, wood, gyp board, pipe, etc.)
❑ Dispose of liquid residues from paints, thinners, solvents, glues, and
cleaning fluids as hazardous waste.
Construction Entrances and Perimeter
❑ Establish and maintain effective perimeter controls and stabilize all
construction entrances and exits to sufficiently control erosion and
sediment discharges from site and tracking off site.
❑ Sweep or vacuum any street tracking immediately and secure
sediment source to prevent further tracking. Never hose down streets
to clean up tracking.
as they apply to your project, all year long.
Equipment Management & Earthwork & Paving/Asphalt Work
Spill Control
Maintenance and Parking
❑ Designate an area, fitted with appropriate BMPs, for
vehicle and equipment parking and storage.
❑ Perform major maintenance, repair j obs, and vehicle
and equipment washing off site.
❑ If refueling or vehicle maintenance must be done
onsite, work in a bermed area away from storm drains
and over a drip pan big enough to collect fluids.
Recycle or dispose of fluids as hazardous waste.
❑ If vehicle or equipment cleaning must be done onsite,
clean with water only in a bermed area that will not
allow rinse water to run into gutters, streets, storm
drains, or surface waters.
❑ Do not clean vehicle or equipment onsite using soaps,
solvents, degreasers, steam cleaning equipment, etc.
Spill Prevention and Control
❑ Keep spill cleanup materials (rags, absorbents, etc.)
available at the construction site at all times.
❑ Inspect vehicles and equipment frequently for and
repair leaks promptly. Use drip pans to catch leaks
until repairs are made.
❑ Clean up spills or leaks immediately and dispose of
cleanup materials properly.
❑ Do not hose down surfaces where fluids have spilled.
Use dry cleanup methods (absorbent materials, cat
litter, and/or rags).
❑ Sweep up spilled dry materials immediately. Do not
try to wash them away with water, or bury them.
❑ Clean up spills on dirt areas by digging up and
properly disposing of contaminated soil.
❑ Report significant spills immediately. You are required
by law to report all significant releases of hazardous
materials, including oil. To report a spill: 1) Dial 911
or your local emergency response number, 2) Call the
Governor's Office of Emergency Services Warning
Center, (800) 852-7550 (24 hours).
Contaminated
Soils
3
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Erosion Control
❑ Schedule grading and excavation work for
dry weather only.
❑ Stabilize all denuded areas, install and
maintain temporary erosion controls (such
as erosion control fabric or bonded fiber
matrix) until vegetation is established.
❑ Seed or plant vegetation for erosion
control on slopes or where construction is
not immediately planned.
Sediment Control
❑ Protect storm drain inlets, gutters, ditches,
and drainage courses with appropriate
BMPs, such as gravel bags, fiber rolls,
berms, etc.
❑ Prevent sediment from migrating offsite
by installing and maintaining sediment
controls, such as fiber rolls, silt fences, or
sediment basins.
❑ Keep excavated soil on the site where it
will not collect into the street.
❑ Transfer excavated materials to dump
trucks on the site, not in the street.
❑ Contaminated Soils
❑ If any of the following conditions are
observed, test for contamination and
contact the Regional Water Quality
Control Board:
■ Unusual soil conditions, discoloration,
or odor.
■ Abandoned underground tanks.
■ Abandoned wells
■ Buried barrels, debris, or trash.
❑ Avoid paving and seal coating in wet
weather, or when rain is forecast before
fresh pavement will have time to cure.
❑ Cover storm drain inlets and manholes
when applying seal coat, tack coat, slurry
seal, fog seal, etc.
❑ Collect and recycle or appropriately
dispose of excess abrasive gravel or sand.
Do NOT sweep or wash it into gutters.
❑ Do not use water to wash down .fresh
asphalt concrete pavement.
Sawcutting & Asphalt/Concrete Removal
❑ Completely cover or barricade storm
drain inlets when saw cutting. Use filter
fabric, catch basin inlet filters, or gravel
bags to keep slurry out of the storm drain
system.
❑ Shovel, abosorb, or vacuum saw -cut
slurry and dispose of all waste as soon
as you are finished in one location or at
the end of each work day (whichever is
sooner!).
❑ If sawcut slurry enters a catch basin, clean
it up immediately.
Concrete, Grout & Mortar
Application
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❑ Store concrete, grout and mortar under
cover, on pallets and away from drainage
areas. These materials must never reach a
storm drain.
❑ Wash out concrete equipment/trucks
offsite or in a contained area, so there
is no discharge into the underlying soil
or onto surrounding areas. Let concrete
harden and dispose of as garbage.
❑ Collect the wash water from washing
exposed aggregate concrete and remove it
for appropriate disposal offsite.
Dewatering
2
❑ Effectively manage all run-on, all
runoff within the site, and all runoff that
discharges from the site. Divert run-on
water from offsite away from all disturbed
areas or otherwise ensure compliance.
❑ When dewatering, notify and obtain
approval from the local municipality
before discharging water to a street gutter
or storm drain. Filtration or diversion
through a basin, tank, or sediment trap
may be required.
❑ In areas of known contamination, testing
is required prior to reuse or discharge of
groundwater. Consult with the Engineer to
determine whether testing is required and
how to interpret results. Contaminated
groundwater must be treated or hauled
off -site for proper disposal.
Storm drain polluters may be liable for fines of up to $10,000 per day!
Painting & Paint Removal
4
Md
Painting cleanup
❑ Never clean brushes or rinse paint
containers into a street, gutter, storm
drain, or surface waters.
❑ For water -based paints, paint out brushes
to the extent possible. Rinse to the
sanitary sewer once you have gained
permission from the local wastewater
treatment authority. Never pour paint
down a drain.
❑ For oil -based paints, paint out brushes to
the extent possible and clean with thinner
or solvent in a proper container. Filter and
reuse thinners and solvents. Dispose of
residue and unusable thinner/solvents as
hazardous waste.
Paint removal
❑ Chemical paint stripping residue and
chips and dust from marine paints or
paints containing lead or tributyltin must
be disposed of as hazardous waste.
❑ Paint chips and dust from non -hazardous
dry stripping and sand blasting may be
swept up or collected in plastic drop
cloths and disposed of as trash.
Landscape Materials
❑ Contain stockpiled landscaping materials
by storing them under tarps when they are
not actively being used.
❑ Stack erodible landscape material on
pallets. Cover or store these materials
when they are not actively being used or
applied.
❑ Discontinue application of any erodible
landscape material within 2 days before a
forecast rain event or during wet weather.
REVISIONS
BY
ANUT MINN
1936 LOS ALTOS DRIVE
SAN MATEO, CA 94402
T: 650.577.8477
F: 650.577.8313
robert@medanarch.com
www.medanarch.com
e; ARCy�T
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MEDAN
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Aug 24, 2022
SCALE:
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DRAWN:
RM
JOB:
SHEET NO.
BMP
OF SHEETS
GRAPHIC SCALE
8 0 4 8 16
( IN FEET )
1 inch = 8 ft
32
8-2-2022
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NO TES
ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS.
UNDERGROUND UTILITY - LOCATION IS BASED ON SURFACE EVIDENCE.
BUILDING LOCATION DIMENSIONS ARE MEASURED PERPENDICULAR OR RADIAL TO THE
PROPERTY LINES.
DIMENSIONS TO THE BUILDING ARE TAKEN AT THE EXTERIOR FINISHED SURFACE.
THE BUILDING EXTERIOR FINISHED SURFACE IS STUCCO AND VARIES APPROXIMATELY
0.03'-0.07' IN THICKNESS.
FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR).
BENCHMARK: ASSUMED DATUM, POINT AS SHOWN
A BOUNDARY SURVEY WAS PERFORMED TO ACCURATELY LOCATE THE LEGAL PROPERTY
LINES IN RELATION TO THE EXISTING IMPROVEMENTS (BUILDING)
A CURRENT TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED
BY L. WADE HAMMOND LAND SURVEYOR. EASEMENTS OF RECORD MAY EXIST THAT ARE
NOT SHOWN ON THIS MAP.
CONTOURS SHOWN UNDER BUILDINGS ARE FOR SLOPE CALCULATIONS ONLY
TREE SPECIES IDENTIFICATION: BEST EFFORT, WE ARE NOT ARBORISTS OR
DENDROLOGISTS.
TREES SHOWN ARE 6" TRUNK DIAMETER OR LARGER, MEASURED 5' ABOVE GRADE
FOUND POINT IN MONUMENT CASTING (AS NOTED)
()
RECORD DATA / REFERENCE
WATER METER OR WATER VALVE BOX
FIRE HYDRANT
TREE - TRUNK DIAMETER IN INCHES
16 12 8 OAK
O
TREE SPECIES IDENTIFICATION: BEST EFFORT,
WE ARE NOT ARBORISTS OR DENDROLOGISTS
O16 12 8 OAK
TREE WITH MULTIPLE TRUNKS
TRUNK
i
TREE DRIP LINE POINTS TOWARDS TREE
TRUNKS. TREE DRIP LINES ABOVE
PROPERTY LOCATED AS SHOWN.
TC 34
TOP OF CURB
x x
FENCE
+ 12.34
SPOT ELEVATION
8.14
SANITARY SEWER CLEAN OUT
ELEC
0
UTILITY BOX -TYPE AS NOTED SIZE AS DRAWN
IRRIGATION VALVE BOX
X�
ELEC TROLI ER
N
WA TER VAL VE
TC=8.97
El
STORM DRAIN CURB INLET
INLET FL=12.34
BOUNDARY AND
TOPOGRAPHIC SURVEY
2812 RI VERA DR.
BURLI NGAME
APN: 025- 012- 030
LOT 19, BLOCK 30, 46 MAPS 36
LOT AREA: 7,986 SQ. FT.
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L. Wade Hammond
Land Surveying
Civil Engineering
36660 Newark Blvd. Suite C
Newark, California 94560
Tel: (510) 5 79- 6112
wade @whlandsurveyor. corn www. wadehammondpls. corn