HomeMy WebLinkAboutReso - PC - 2020.11.23 - 10BDocuSign Envelope lD: DEA78943-1992{629-840A-BECD93E4SD97
RECORDING REQUESTED BY
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2021-167910
12:35 pm 12l$el21 Rl Fee: NO FEE
Count of Pages 4
Recorded in Official Records
CountY of San Mateo
Mark Church
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Resolution No. 2020-1 1 .23-10b
1515 LOS ALTOS DRIVE
027-043-030
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 wtrich is on file in my
office.
October 2021
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Date:
Kevin Gardiner, AICP, Community Development
4f
RESOLUTION APPROVING GATEGORICAL EXEMPTION, AMENDMENT TO DESIGN REVIEW
AND HILLSIDE AREA CONSTRUCTION PERMIT, SPECIAL PERMIT AND VARIANCES
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS, a Categorical Exemption has been prepared and application has been made for
Amendment to Desion Review and Hillside Area Construction Permit. Special Permit and Variances for
chanoes to a previouslv approved first and second storv addition to an existinq sinqle familv dwellinq at
1515 Los Altos Drive. Zoned R-1 . Stefanie Wen and Peter Wise. propertv owners. APN: 027-043-030;
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on
November 23, 2020, at which time it reviewed and considered the staff report and all other written
materials and testimony presented at said hearing;
NOW, THEREFORE, it is RESOLVED and DETERMINED by this 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), which states that construction of a limited numberof
new, small facilities or structures including one single family residence or a second dwelling unit
in a residential zone is exempt from environmental review. ln urbanized areas, up to three
single-family residences may be constructed or converted under this exception, is hereby
approved.
2 Said Amendment to Design Review, Hillside Area Construction Permit, Special Permit, and
Variances approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings
for such Amendment to Design Review and Hillside Area Construction Permit, and Special
Permit, and Variances are set forth in the staff report, minutes, and recording of said meeting.
It is further directed that a certified copy of this resolution be recorded in the official records of3.
the County of San Mateo.
ai
r, f,.su+f4lb , secretary of the ptanning comm n 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 23rd dav of November, 2020,by the following vote:
15_1 q_r-Os AtrQs: DR - RESO 2020-11.23_10bAYES: COilAROTO, Catn, LOEF-
SCHTID, TERRONES, TSEIIIOES: NOI{E
ABSENT: SARGEIiIT
RECUSED: NONE
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Amendment to Design Review and
Hillside Area Construction Permit, Special Permit and Variances
l515 Los Altos Drive
Effective December 3, 2020
Page 1
that the project shall be built as shown on the plans submitted to the planning Division
date stamped November 12, 2020, sheets A0.2 through A3.5;
1
2 that any changes to building materials, exterior finishes, windows, architectural features,
roof height or pitch, and amount or type of hardscape materials shall be subject to
Planning Division or Planning Commission review (FYl or amendment to be determined
by Planning staff);
that any changes to the size or envelope of the first or second floors, or garage which
would include adding or enlarging a dormer (s), shall require an amendment to this
permit;
that any recycling containers, debris boxes or dumpsters for the construction project
shall be placed upon the private property, if feasible, as determined by the Community
Development Director; that demolition or removal of the existing structures and any
grading or earth moving on the site shall not occur until a building permit has been
issued and such site work shall be required to comply with all the regulations of the Bay
Area Air Quality Management 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 Plannlng Commission, or City Council on appeal; which shall
remain a part of all sets of approved plans throughout the construction process.
Compliance with all conditions of approval is required; the conditions of approval shall
not be modified or changed without the approval of the Planning Commission, or City
Council on appeal;
that all air ducts, plumbing vents, and flies shall be combined, where possible, to a single
termination and installed on the portions of the roof not visible from the street; and that
these venting details shall be included and approved in the construction plans before a
Building permit is issued;
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;
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
J
4
q
6
7
I
o
Conditions of Approval for Categorical Exemption, Amendment to Design Review and
Hillside Area Construction Permit, Special Permit and Variances
'15'15 Los Altos Drive
Effective December 3, 2020
Page2
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 demonslrates that the project falls at or below the maximum approved
floor area ratio for the property;
10.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;
11
12
13
prior to scheduling the framing inspection the project architect or residential designer, or
another architect or residential design professional, shall provide an architectural
certification that the architectural certification that the architectural details shown in the
approved design which should be evident at framing, such as window locations and
bays, are built as shown on the approved plans; architectural certification documenting
framing compliance with approved design shall be submitted to the Building Division
before the final framing inspection shall be scheduled;
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 Buitding Division;
and
that prior to final inspection, Planning Division staff will inspect and note compliance of
the architectural details (trim materials, window type, etc.) to verify that the project has
been build according to the approved Planning and Building plans.
EXHIBIT'A"
PROPERTY LINE
PROPERTY LINE(E) GARAGE(E) FRONT DOOR(E) ASPHALT SHINGLEROOFING, TYP.(E) VINYL WINDOWS,TYP.(E) PTD. STUCCO,TYP.(E) HORIZONTAL WD.SIDING, TYP.(E) PTD. STUCCO,TYP.(E) ASPHALT SHINGLEROOFING, TYP.1'-7"9'-1 1/2"8'-1"
(E) 23'-9 1/4"AVG. TOP OF CURB+ 207.45'ROOF HT.+ 231.22+30' HEIGHT LIMITDECLINING HEIGHTENVELOPE
AVG. GRADE+204.97'12'-0"AVG. GRADE+204.6812'-0"
7'-6"DECLINING HEIGHTENVELOPE7'-6"1ST FLOOR LVL+209.03'2ND FLOOR LVL+218.16'2ND FLR PLATE HT.+226.16'9'-0"10'-1 1/2"1ST FLR PLATE HT.+218.03'(E) PTD. STUCCO, TYP.AVG. TOP OF CURB+ 207.46'(N)23'-7 1/2"
30'-0 "MAX. ROOF HT.
FROM AVG. TOP OF CURBAVG. GRADE+204.97'PROPERTY LINE +30' HEIGHT LIMITPROPERTY LINE DECLINING HTENVELOPE(N) CLASS A LOWSLOPE ROOFINGMEMBRANE, TYP.(N) DARK BRONZEALUM. & FROSTEDGLASS GARAGE DOORAREA OF (N) ADDITIONPROPERTY LINE DECLINING HEIGHTENVELOPE
+30' HEIGHT LIMIT(N) DARK BRONZE WD.CLAD WINDOWS, TYP.(N) PTD. WD. FASCIA, TYP.(N) STD. WD. FRONTDOOR & SIDELITE12'-0"AVG. GRADE+204.68'12'-0"
7'-6"
7'-6"(N) LARGE FORMATMANUFACTUREDSTONE VENEER(N) PTD. STUCCO, W/ALUM. REVEALS, TYP.(N) STD. HORIZONTALW.R.C. SIDING(N) STD. HORIZONTALW.R.C. SIDINGEGRESS3'-9"X 5'-3"EGRESS3'-9"X 5'-3"3'-0" TYP.U.N.O.1'-6"2'-0"1515(N) ADDRESS NUMBERS. NUMBERS SHALLCONTRAST WITH THEIR BACKGROUND, SHALL BEA MINIMUM OF 4" HIGH, AND SHALL BE EITHERINTERNALLY OR EXTERNALLY ILLUMINATED PERMUNICIPAL CODE 18.08.010 2016 CBC 501.2.COORD. W/ OWNER5'-3"EQ.EQ.1ST FLOOR LVL+209.03'2ND FLOOR LVL+219.16'2ND FLR PLATE HT.+228.16'ROOF HT.+ 231.07'1'-6"(E) 1ST FLR PLATE HT+217.11'(E) 2ND FLR PLATE HT+226.16'A3.1EXTERIORELEVATIONS1/4"=1'-0"EXISTING FRONT (EAST) ELEVATION2A3.11/4"=1'-0"PROPOSED FRONT (EAST) ELEVATION1A3.1WISE WEN RESIDENCE
1515 LOS ALTOS DRIVE
BURLINGAME, CA 94010 650.995.1360 | www.morris-arch.comJOB #:1703BLDG SUBMITTAL 12.27.1913All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030BLDG REV 103.03.20BLDG REV 310.02.20113
125(E)125(E)(E) ASPHALT SHINGLEROOFING, TYP.(E) VINYL WINDOWS,TYP.(E) HORIZONTAL WD.SIDING, TYP.(E) PTD. STUCCO,TYP.(E)GARAGE(E) PTD. STUCCO,TYP.1ST FLOOR LVL+209.03'2ND FLOOR LVL+218.16'2ND FLR PLATE HT.+226.16'1ST FLOOR LVL+209.03'2ND FLOOR LVL+219.16'2ND FLR PLATE HT.+228.16'ROOF HT.+ 231.07'(N) CLASS A LOWSLOPE ROOFINGMEMBRANE, TYP.(N) DARK BRONZE WD.CLAD WINDOWS, TYP.(N) PTD. WD. FASCIA, TYP.(N) PTD. STUCCOAREA OF (N) 2ND FLRADDITION2'-0"(N) STD. HORIZONTALW.R.C. SIDINGWRAP STONEVENEER TO ALIGN W/GARAGE WALL ATSIDE YARDEGRESS2'-5"X 5'-3"A3.2EXTERIORELEVATIONS1/4"=1'-0"EXISTING RIGHT (NORTH) ELEVATION2A3.21/4"=1'-0"PROPOSED RIGHT (NORTH) ELEVATION1A3.21WISE WEN RESIDENCE
1515 LOS ALTOS DRIVE
BURLINGAME, CA 94010 650.995.1360 | www.morris-arch.comJOB #:1703BLDG SUBMITTAL 12.27.1913All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030BLDG REV 103.03.20BLDG REV 309.30.2013
125(E)125(E)(E) ASPHALT SHINGLEROOFING, TYP.(E) VINYL WINDOWS,TYP.(E) HORIZONTAL WD.SIDING, TYP.(E) PTD. STUCCO,TYP.(E) ASPHALT SHINGLEROOFING, TYP.1ST FLOOR LVL+209.03'2ND FLOOR LVL+218.16'2ND FLR PLATE HT.+226.16'7'-6"+30' HEIGHT LIMIT7'-6"1ST FLOOR LVL+209.03'2ND FLOOR LVL+219.16'2ND FLR PLATE HT.+228.16'ROOF HT.+ 231.07'AREA OF (N) 2ND FLRADDITION(N) PTD. MTL. RAILING & (E) PTD.WD. DECK FRAMING(N) DARK BRONZE WD.CLAD DOORS, TYP.(N) PTD. WD. FASCIA, TYP.(N) STD. HORIZONTAL W.R.C.SIDING(N) 23'-7 1/2"
30'-0 "MAX. ROOF HT.
FROM AVG. TOP OF CURBAVG. TOP OF CURB+ 207.46'PROPERTY LINE DECLINING HEIGHTENVELOPEAVG. GRADE+204.97'12'-0"AVG. GRADE+204.6812'-0"
7'-6"DECLINING HEIGHTENVELOPE7'-6"EGRESS4'-5" X 6'-8"EGRESS6'-0" X 6'-8"2'-0"3'-0" TYP.U.N.O.2'-0"2'-0"2'-0"A3.3EXTERIORELEVATIONS1/4"=1'-0"EXISTING BACK (WEST) ELEVATION2A3.31/4"=1'-0"PROPOSED BACK (WEST) ELEVATION1A3.3WISE WEN RESIDENCE
1515 LOS ALTOS DRIVE
BURLINGAME, CA 94010 650.995.1360 | www.morris-arch.comJOB #:1703BLDG SUBMITTAL 12.27.1913All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030BLDG REV 103.03.20BLDG REV 310.02.20333
125(E)(E) ASPHALT SHINGLEROOFING, TYP.(E) VINYL WINDOWS,TYP.(E) PTD. STUCCO,TYP.(E) HORIZONTAL WD.SIDING, TYP.1ST FLOOR LVL+209.03'2ND FLOOR LVL+218.16'2ND FLR PLATE HT.+226.16'1'-2 3/4"1ST FLOOR LVL+209.03'2ND FLOOR LVL+219.16'2ND FLR PLATE HT.+228.16'ROOF HT.+ 231.07'AREA OF (N) ADDITION(N) CLASS A LOWSLOPE ROOFINGMEMBRANE, TYP.(N) DARK BRONZE WD.CLAD WINDOWS W/ PTD.WD. TRIM, TYP.(N) PTD. WD. FASCIA, TYP.(N) PTD. STUCCO,MATCH (E) TYP.(N) STD. HORIZONTALW.R.C. SIDING(N) STD. HORIZONTALW.R.C. SIDINGWRAP STONEVENEER TO ALIGN W/WALL AT SIDE YARD4'-1"EGRESS5'-0"X 7'-0"A3.4EXTERIORELEVATIONS1/4"=1'-0"EXISTING LEFT (SOUTH) ELEVATION2A3.41/4"=1'-0"PROPOSED LEFT (SOUTH) ELEVATION1A3.4WISE WEN RESIDENCE
1515 LOS ALTOS DRIVE
BURLINGAME, CA 94010 650.995.1360 | www.morris-arch.comJOB #:1703BLDG SUBMITTAL 12.27.1913All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030BLDG REV 103.03.20BLDG REV 310.02.2013333
1ST FLOOR LVL+209.03'2ND FLOOR LVL+219.16'2ND FLR PLATE HT.+228.16'ROOF HT.+ 231.07'MASTER BEDROOMMASTER BATHLIVING ROOMOFFICE9'-0" CLG(E) CRAWL SPACE14'-4"3'-9"
EQ.EQ.TYPA8.16(N) R-21 BATT INSULATIONAT WALLS, TYP.(N) R-19 BATT INSULATIONAT FLOOR, TYP.(N) ACOUSTIC BATTINSULATION BTWNFLOORS, TYP.(N) SPRAY FOAMINSULATION AT ROOF, TYP.8'-11 1/4"
8'-11 1/4"
1'-6"
MIN.1ST FLOOR LVL+209.03'2ND FLOOR LVL+219.16'ROOF HT.+ 231.07'1'-6"
MIN.BEDROOM #2BEDROOM 4KITCHENDINING ROOMHALLWAY9'-0" CLG
10'-11 1/2"(E) CRAWL SPACETYPA8.15TYPA8.11SIMA8.17(N) R-21 BATT INSULATIONAT WALLS, TYP.(N) R-19 BATT INSULATIONAT FLOOR, TYP.(N) ACOUSTIC BATTINSULATION BTWNFLOORS, TYP.(N) SPRAY FOAMINSULATION AT ROOF, TYP. 10'-11 1/2"
8'-11 1/4"ATTICSIMA8.14KITCHENGARAGESTAIRWAYBEDROOM #1BEDROOM #2BEDROOM #39'-1" CLG
8'-11 1/4"(E) CRAWL SPACEATTICTYPA8.16A8.24SIMA8.26SIMA8.26(N) R-21 BATT INSULATIONAT WALLS, TYP.(N) R-19 BATT INSULATIONAT FLOOR, TYP.(N) ACOUSTIC BATTINSULATION AT FLOOR, TYP.(N) SPRAY FOAMINSULATION AT ROOF, TYP.10'-11 1/2"
8'-11 1/4"1ST FLOOR LVL+209.03'2ND FLOOR LVL+219.16'2ND FLR PLATE HT.+228.16'ROOF HT.+ 231.07'10'-11 1/2"2ND FLR PLATE HT+ 230.18'TYP.A8.1101'-6"
MIN.A8.211A3.5BUILDINGSECTIONS1/4"=1'-0"BUILDING SECTION BB2A3.51/4"=1'-0"BUILDING SECTION AA1A3.51/4"=1'-0"BUILDING SECTION CC3A3.5WISE WEN RESIDENCE
1515 LOS ALTOS DRIVE
BURLINGAME, CA 94010 650.995.1360 | www.morris-arch.comJOB #:1703BLDG SUBMITTAL 12.27.1913All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030BLDG REV 103.03.20BLDG REV 310.02.203333333
CLASS A LOW SLOPE TPOROOF MEMBRANE, TYP.3'-0"EAVE, TYP.(E) WOOD DECK,BELOWFIRST FLOOR ROOF,BELOWFIRST FLOOR ROOF,BELOWFIRST FLOOR ROOF,BELOWD.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.PROVIDE 24"SPLASH BLOCK ATALL DOWNSPOUTS,AND DIRECT FINISHGRADES TOWARDFRONT & REARYARDS, AWAYFROM BLDG. &PROP. LINE @ 2%MIN SLOPE, TYP.D.S.(N) SKYLIGHT(N) SOLAR PANELSBY OTHERSSLOPE14:12, TYP.SLOPE
14:12, TYP.
WISE WEN RESIDENCE
1515 LOS ALTOS DRIVE
BURLINGAME, CA 94010 650.995.1360 | www.morris-arch.comJOB #:1703BLDG SUBMITTAL 12.27.1913All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030BLDG REV 103.03.20BLDG REV 310.02.20A2.3ROOF PLAN1/4"=1'-0"ROOF PLAN1A2.3FLOOR PLAN NOTES:1.REFERENCE. SEE SHEET A2.1 FOR TYPICAL FLOOR PLAN NOTES. SEESHEET E2.1 FOR TYPICAL MECHANICAL, ELECTRICAL, AND PLUMBINGNOTES3
LOS ALTOS DRIVE (N) CONC.DRIVEWAY &APRON PER CITYSTANDARDS(N) CONC. SWALEGUTTER PERCITY STANDARDSPROPERTY LINE 139.59' N 55d47'50" E
7'-0"
SIDE YARD
SETBACK
20'-9 1/4"AVG. FRONT YARD SETBACKxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x xxxxxxxxxxxxxxxx x x xxx xPROPERTY LINE 139.56' N 55d47'50" EPROPERTY LINE 65.00' N 34d13'55" W
PROPERTY LINE 65.00' N 34d12'10" W15'-0"REAR YARD SETBACK20'-0"P.U.E.7'-0"
SIDE YARD
SETBACK
(E) PLANTINGSTRIP(N) CONC. PAVERS,REMOVE (E) CONC.WALKWAY(E) 2" TREE9'-4"10'-7 1/2"(E) BRICKPLANTER(E) POOL(E) POOL EQUIP.SHED, 63 SF(E) 6' TALL WD.FENCE(E) 8' TALL WD.TRELLIS OPENTO SKY, 99 SF(E) CONC. PAVINGAROUND POOL(E) BRICK PATIO(E) WD. RETAININGWALL & STEPS(E) WD. DECKOVER PORCH(E) CONC.WALKWAY1519 LOS ALTOS DRIVE1509 LOS ALTOS DRIVENO WORK TOSITE, TYP. U.N.O.(N) 21'-0"
(E)
2'-0"
1ST
FLR
(E)
5'-5 1/2"(E) 71'-9 3/4"1ST FLR(E) 18'-0 1/4"GARAGE(N) 20'-9 1/4"1ST FLR(E)
5'-9 1/2"
1ST &
2ND FLR
(N) 9'-0 1/2"
2ND FLR
(N) 21'-3 1/4"2ND FLR(E) LAWN(E) GASMETER(E) SEWERCLEANOUT(E) SEWERCLEANOUT(E) ELEC. METER(E) TREES &HILLSIDE,NO ACCESS(E) 18" DIA.MAPLE TREE(E) (2) 12"OAK TREENO WORK TOSITE, TYP. U.N.O.HATCH INDICATESAREA OF FIRST FLR.HATCH INDICATESAREA OF SECOND FLR.(E) 10" DIA.UTILITY POLE(E) 13" DIA.OAK TREE(E) 16" DIA.OAK TREE(E) 12" DIA.PINE TREE(E) 16" DIA.PINE TREE(E) 3" DIA.OAK TREE(E) 7" DIA.OAK TREE(E) 6" DIA.OAK TREE(E) 12" DIA.OAK TREE(E) 11" DIA.OAK TREE(E) 10" DIA.OAK TREE(E) 10" DIA.OAK TREE(E) 18" DIA.PINE TREE+ 209.77'(E) 4" TREE+ 206.63'+ 195.35'+ 195.96'+ 209.27'(E) FIRE HYDRANT+ 205.65'(N) CONC. PAVERSIDEWALK PERCITY STANDARDS3'-0"ALL WATER LINES CONNECTIONS TO CITY WATERMAINS FOR SERVICES OR FIRE LINE PROTECTIONARE TO BE INSTALLED PER CITY STANDARDPROCEDURES AND MATERIAL SPECIFICATIONS.CONTACT THE CITY WATER DEPARTMENT FORCONNECTION FEES. IF REQUIRED, ALL FIRESERVICES AND SERVICES 2" AND OVER WILL BEINSTALLED BY BUILDER. ALL UNDERGROUND FIRESERVICE CONNECTIONS SHALL BE SUBMITTED ASSEPARATE UNDERGROUND FIRE SERVICE PERMITFOR REVIEW AND APPROVAL.+ 207.43'(E) PORCHUNDER DECK+1'-2 34"(E) FIRSTFLOOR FF+209.03ARROWS INDICATEDIRECTION OF GRADESLOPE, TYP.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.CONNECT ALL DOWNSPOUTSTO (E) TIGHT LINE PERIMETERDRAIN SYSTEM, AND DIRECTFINISH GRADES TOWARDFRONT & REAR YARDS, AWAYFROM BLDG. & PROP. LINE @2% MIN SLOPE, TYP.+ 209.31'+ 207.35'15'-0"15'-0"+ 202.01'15'-0"+ 200.62'15'-0"(N) SKYLIGHT, TYP.(E) WATER SUPPLYCONNECTED TO (E)CITY MAIN(E) WATERMETER(E) DOMESTIC WATERSUPPLY LINE(N) FIRE SPRINKLERSUPPLY LINE(N) DOUBLEBACKFLOWPREVENTIONDEVICE11.3'P.L. TO F.O. CURB(N) 4" SEWER LATERAL(E) OVERHEAD ELEC. LINESxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x xxxxxxxxxxxxxxxx x x xx xx
(E)
2'-0"
1ST
FLR
(E)
5'-5 1/2"(E) 71'-9 3/4"1ST FLR(E) 18'-0 1/4"DRIVEWAY(E) 33'-9"1ST FLR(E)
5'-9 1/2"
1ST &
2ND FLR
(E) 22'-7 1/2"
2ND FLR(E) 76'-4 1/2"2ND FLR(E) 29'-0 3/4"2ND FLRLOS ALTOS DRIVE (E) CONC.DRIVEWAYPROPERTY LINE 139.59' N 55d47'50" EPROPERTY LINE 139.56' N 55d47'50" EPROPERTY LINE 65.00' N 34d13'55" W
PROPERTY LINE 65.00' N 34d12'10" W
(E) CONC.WALKWAY(E) 2" TREE(E) POOL EQUIP.SHED, 63 SF(E) 6' TALL WD.FENCE(E) 8' TALL WD.TRELLIS OPENTO SKY, 99 SF(E) CONC. PAVINGAROUND POOL1519 LOS ALTOS DRIVE1509 LOS ALTOS DRIVE(E) 16'-5"(E) BRICKPLANTER(E) POOL(E) BRICKPATIO(E) WD. RETAININGWALL & STEPS(E) COVEREDWD. DECKOVER PORCH(E) LAWN(E) CONC. SWALEGUTTER(E) PLANTINGSTRIP(E) 4" TREE(E) FIREHYDRANT(E) WATERMETER(E) GASMETER(E) SEWERCLEANOUT(E) ELEC. METER(E) 18" DIAMAPLE TREE(E) (2) 12"OAK TREE(E) TREES &HILLSIDE,NO ACCESS(E) 2" TREE(E) 8' TALL WD.TRELLIS OPENTO SKY, 99 SF(E) 13" DIA.OAK TREE(E) 12" DIA.PINE TREE(E) 16" DIA.PINE TREE+209.77'+206.63'+195.35'+195.96'+209.27'+205.65'+207.43'(E) 3" DIA.OAK TREE(E) 7" DIA.OAK TREE(E) 6" DIA.OAK TREE(E) 12" DIA.OAK TREE(E) 11" DIA.OAK TREE(E) 10" DIA.OAK TREE(E) 10" DIA.OAK TREE(E) 18" DIA.PINE TREE(E) CONC.WALKWAY(E) GARAGEFF +208.48(E) PORCHUNDER DECK+1'-2 34"(E) FIRSTFLOOR FF+209.03+ 209.31'+ 207.35'15'-0"15'-0"+ 202.01'15'-0"+ 200.62'15'-0"(E) SEWER LATERAL(E) SEWERCLEANOUT(E) 10" DIA.UTILITY POLE11.3'P.L. TO F.O. CURB(E) OVERHEAD ELEC. LINESWISE WEN RESIDENCE
1515 LOS ALTOS DRIVE
BURLINGAME, CA 94010 650.995.1360 | www.morris-arch.comJOB #:1703BLDG SUBMITTAL 12.27.1913All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030BLDG REV 103.03.20BLDG REV 310.02.20A0.2SITE PLANSSITE PLAN NOTES:1.GENERAL NOTES. SEE SHEETS A0.1, AND FLOOR PLANS FOR ADDITIONALINFO.2.CAL GREEN. SEE SHEET GB.1 FOR CAL GREEN MANDATORY REQMNTS.3.BOUNDARY VERIFICATION. THE G.C. SHALL VERIFY THE LOCATIONS OF ALLPROPERTY BOUNDARIES, SETBACKS, AND EASEMENT LOCATIONS PRIORTO CONSTRUCTION. ANY DISCREPANCIES SHOULD BE BROUGHT TO THEATTENTION OF THE ARCHITECT BEFORE FURTHER COMMENCEMENT OFWORK.4.ENCROACHMENT. THE G.C. IS RESPONSIBLE FOR OBTAINING APPROVAL /PERMIT PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLICRIGHT-OF-WAY.5.UTILITIES. THE G.C. SHALL LOCATE ALL UTILITIES PRIOR TO ANYEXCAVATION, GRADING, OR TRENCHING.6.UTILITIES. SEE ELECTRICAL PLAN SHEET E2.1 FOR EXACT LOCATIONS OFMAIN ELECTRIC METER AND GAS METER. COORDINATE FINAL LOCATIONAND ROUTING WITH G.C. AND UTILITY SERVICE PROVIDER.7.UTILITIES. THE G.C. SHALL COORDINATE THE LOCATION OF IRRIGATIONVALVE BOXES WITH OWNER.8.TREE PROTECTION. THE G.C. SHALL PROTECT EXISTING TREES FROMDAMAGE DURING CONSTRUCTION AND PROVIDE TREE PROTECTION PERLOCAL JURISDICTION REQUIREMENTS. LARGE ROOTS OR LARGE MASSESOF ROOTS TO BE CUT SHOULD BE INSPECTED BY A CERTIFIED ARBORISTPRIOR TO CUTTING. ANY ROOTS TO BE CUT SHALL BE MONITORED ANDDOCUMENTED. ROOTS TO BE CUT SHOULD BE SEVERED CLEANLY WITH ASAW OR TOPPERS.9.SLOPED GRADE. FINISH GRADE AROUND BUILDING TO HAVE A MIN. 2%SLOPE AWAY FROM BUILDING, FOR A MIN. OF 5' AROUND BUILDING.10.FOOTING DEPTH. (N) FOUNDATION FOOTINGS SHALL BEAR ON NATIVE,UNDISTURBED SOIL, SEE GEOTECH. REPORT AND STRUCTURAL DRAWINGSFOR ADDITIONAL INFO.11.ADDRESS. STREET ADDRESS NUMERALS TO BE AT LEAST 4" HIGH WITH AMINIMUM 1/2" STROKE, MOUNTED ON A CONTRASTING BACKGROUNDCLEARLY VISIBLE FROM THE STREET. ADDRESS NUMBERS SHALL BE ATLEAST SIX FEET ABOVE THE FINISHED SURFACE OF THE DRIVEWAY. CRCR100412.CHIMNEYS. THE INSTALLATION OF AN APPROVED SPARK ARRESTOR ISREQURIED ON ALL CHIMNEYS, EXISTING AND NEW. SPARK ARRESTORSSHALL BE CONSTRUCTED OF WOVEN OR WELDED WIRE SCREENING OF 12GAUGE USA STANDARD WIRE HAVING OPENINGS NOT EXCEEDING 1/2".1/8"=1'-0"PROPOSED SITE PLAN1A0.21/8"=1'-0"EXISTING SITE PLAN2A0.2EROSION CONTROL NOTES:1. SEE A0.3GRADING NOTES:1. PROVIDE POSITIVE SURFACE DRAINAGE AWAY FROM ALL STRUCTURES BYSLOPING THE FINISHED GROUND SURFACE AT LEAST 2%, UNLESSOTHERWISE NOTED ON THE PLANS.2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THEGROUND ELEVATIONS AND OVERALL TOPOGRAPHY OF THE SITE PRIOR TOTHE START OF CONSTRUCTION AS TO THE ACCURACY BETWEEN THEWORK SET FORTH ON THESE PLANS AND THE WORK IN THE FIELD. ANDDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT IN WRITING PRIOR TO THE START OF CONSTRUCTION.3. FOR EXISTING SITE GRADES SEE SURVEY PREPARED BY MORANENGINEERING, INC.SITE DRAINAGE NOTES:1.STORM WATER PROTECTION. THE G.C. IS RESPONSIBLE FOR ENSURING THATNO DIRT OR CONSTRUCTION DEBRIS ENTERS THE STORM DRAIN SYSTEM.REFER TO THE "BEST MANAGEMENT PRACTICES" PLAN SHEET FOR MOREINFORMATION. THE G.C. IS RESPONSIBLE FOR MAINTAINING AND ADJUSTINGTHE BMP'S AS NECESSARY THROUGHOUT THE PROJECT, AND FOR THEIRREMOVAL UPON THE COMPLETION OF THE PROJECT.2.DOWNSPOUTS. CONNECT DOWNSPOUTS TOGETHER WITH 3" SOLID PVCDRAIN PIPE PER DRAINAGE PLAN. INSTALL PIPE IN TRENCH WITH MIN SLOPEOF 2% AWAY FROM BUILDING FOUNDATIONS. DISCHARGE INTO CITY STORMDRAIN SYSTEM PER CITY STANDARD DETAILS. CLEANOUTS TO BE LOCATEDAT EACH TURN TIGHTER THAN 45 DEG.111111