HomeMy WebLinkAboutReso - PC - 2020.04.27 - 8BDocuSign Envelope lD: DEA78943-1 992-4629-840A-BECD93E45D97
RECORDING REQUESTED BY:
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2021-167775
10:30 am 12lOAl21 Rl Fee: NO FEE
Count of Pages 4
Recorded in Official Records
CountY of San Mateo
Mark Church
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Resolution No. 2020-04.27 -8b
2 KENMAR WAY
APN 027-130-1 10
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.
October 2021
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Date:
Kevin Gardiner,, Community Development
RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW,
AND HILLSIDE AREA CONSTRUCTION PERMIT
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS, a Categorical Exemption has been prepared and application has been made for Desion
Review and Hillside Area Construction Permit for a first and second story addition to an existino sinqle
familv dwellino at 2 KenmarWav, Zoned R-1, Eric and Serena Fonq, propertv owners. APN: 027-130-
1 10;
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on April
27, 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:
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 15301 (eX2), which states that additions to existing structures are exempt from environmental
review, provided the addition will not result in an increase of more than 10,000 SF in areas where all
public services and facilities are available and the area in which the project is located is not
environmentally sensitive, is hereby approved.
1. 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.
2. lt is further directed that a certified copy of this resolution be recorded in the official records of
the County of San Mateo.
Chairperson
l, 3.1E[2P"0NES , secretary of the Planning commission of the city of Burtingame, 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 April. 2020 by the following vote:
2 KENTAR WAY - RESO 2020{l'1.27€b
AYES: COMAROTO, GAUL, LOffiS,
SARGENT, SCHTID, TERRONES, TSE
NOES: NONE
ABSENT NONE
REGUSED: NONE
ry
A
,J*n*r* (>a-fu
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review, and Hillside Area Construction Permit
2 Kenmar Way
Effective May 7, 2020
Page 1
1 that the project shall be built as shown on the revised plans submitted to the planning
Division date stamped March 1 1 , 2020, sheetsT'|.0, GN, CG, SW, FAR, Topographic Survey,
41.0 through A9.0, C-0 through C4, and SP.1;
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, 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 p@ect
construction plans shall be modified to include a cover sheet listing all conditions of approval
adopted by the Planning Commission, or City Council on appeal; which shall remain a part of
all sets of approved plans throughout the construction process. Compliance with all
conditions of approval is required; the conditions of approval shall not be modified or
changed without the approval of the Planning Commission, or City Council on appeal;
that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single
termination and installed on the portions of the roof not visible from the street; and that these
venting details shall be included and approved in the construction plans before a Building
permit is issued;
4
2
A
7
8
5
that the project shall comply with the Construction and Demolition Debris Recycling
ordinance which requires affected demolition, new construction and alteration projects to
submil a Waste Reduction plan and meet recycling requirements; any partial or full
demolition of a structure, interior or exterior, shall require a demolition permit;
9. that the project shall meet all the requirements of the Califomia Building and Uniform Fire
Codes, in effect at time of building permit submittal, as amended by the City of Burlingame;
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 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
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review, and Hillside Area Construction Permit
2 Kenmar Way
Effective May 7, 2020
Page 2
11
12.
13
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 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;
that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of
the roof ridge and provide certification of that height to the Building Division; and
that prior to final inspection, Planning Division staff will inspect and note compliance of the
architectural details (trim materials, window type, etc.) to verify that the project has been built
according to the approved Planning and Building plans.
(E) HOUSE TOP PLATE
HIGHEST RIDGE LINE
(E) HOUSE F.F.8'-0"14'-10"12 4
ASPHALT (ARCH.)
SHINGLES (CLASS A)
ALUMINUM GARAGE
DOOR BY WAYNE DALTON
OR EQUAL
CEDAR SHINGLES (BLUE
LABEL
BRICK WAINSCOTING W/
VENEER OF STONE
BRICK WAINSCOTING
W/ (E) STUCCO OVER
CEDAR SHINGLES (5" EXP.) V.I.F.
MARVIN (INTEGRITY)
WOOD CLAD WINDOWS/DOORS
LIGHTS ON MOTION
DETECTOR
WOOD BRACKETS &
VENTING, (RE-PAINT)
BRICK WAINSCOTING
W/ VENEER STONE
& LIGHT (MOTION
DETECTOR)
BRICK WAINSCOTING
W/ STUCCO OVER
(G.S.M.) OGEE GUTTER
SYSTEM, (N) PAINT
STUCCO, W/ NEW SKIM COAT
TO RE-FINISH
WOODEN COLUMNS, PAINTED
(E) AVERAGE CURB4'-6"19'-5"(E) LWR FLR F.F.10'-2"1'-8"10"EL. 99.75'
EL. 105.47'
EL. 110.00'
EL. 118.00'
EL. 124.98'
(E) HOUSE TOP PLATE
(N) HIGHEST RIDGE LINE
(E) HOUSE F.F.8'-0"14'-4"(E) WOOD BRACKETS &
VENTING (RE-PAINT)
(E) BRICK WAINSCOTING
W/ (E) VENEER STONE
& (E) LIGHT (MOTION
DETECTOR)
(E) BRICK WAINSCOTING
W/ (E) STUCCO OVER
(E)
(E) (G.S.M.) OGEE GUTTER
SYSTEM
(E) STUCCO
(E) BRICK WAINSCOTING
W/ (E) STUCCO OVER
(E) CEDAR SHINGLES (5" EXP.) V.I.F.
(E) MARVIN (INTEGRITY)
WOOD CLAD WINDOWS/ DOORS
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)ALUMINUM GARAGE
DOOR
(E) CEDAR SHINGLES
(E) BRICK WAINSCOTING W/
VENEER OF STONE
(N) ASPHALT (ARCH.)
SHINGLES (CLASS A)
(E)(E)
(E) WOODEN COLUMNS, PAINTED24'-7"LWR FLR F.F.10'-3"(E) AVERAGE CURB4'-6"D.H.E.6"1'-4"1'-8"10"MARVIN WOOD
ALUMINUM CLAD
WINDOWS WITH SDL
MUNTIN BARS
MARVIN WOOD
ALUMINUM CLAD
WINDOWS WITH SDL
MUNTIN BARS
MARVIN WOOD
ALUMINUM CLAD
WINDOWS WITH SDL
MUNTIN BARS
MARVIN WOOD
ALUMINUM CLAD
WINDOWS WITH SDL
MUNTIN BARS
MARVIN WOOD ALUMINUM
CLAD DOORS WITH SDL
MUNTIN BARS
(E) HIGHEST RIDGE LINE
25'-2"MARVIN WOOD
ALUMINUM CLAD
WINDOWS WITH SDL
MUNTIN BARS
19'-5"18'-10"EL. 99.75'
EL. 105.47'
EL. 109.47'
EL. 110.00'
EL. 118.00'
EL. 124.98'
EL. 124.33'
30' HEIGHT LIMIT
45°SIDE PROPERTY LINE12'-0"REAR ADDITION
Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:Description :Date :Revisionsone
DESIGN PLANNING
form
5470 CROSS COUNTRY WAY
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304PARK CITY, UT 84098
Fong Residence2 Kenmar WayBurlingame, CA 94010Title :Project :Date :08-19-17Drawn :Tim Raduenz17_035Job No. :Owner :APN#: 027-130-110CONTRACTOR:2 Kenmar WayBurlingame, CA 94010BUILDING SETZONING: R1LOT SQ.FT.: 0.32 Acres Mr. + Mrs. Eric Fong001 REVISIONS PER CITY COMMENTS 10/19/18002 REVISIONS PER SITE CONDITIONS 2/14/19003 REVISIONS PER SITE CONDITIONS 8/8/19004005006See Details
A3.0Scale: 1/4" = 1'-0"
2PROPOSED FRONT ELEVATION
A3.0 As-Built + Proposed ElevationsScale: 1/4" = 1'-0"
1AS-BUILT FRONT ELEVATION
A3.0
(NO CHANGE TO FRONT OF HOME)
23
(E) HOUSE TOP PLATEHIGHEST RIDGE LINE(E) HOUSE F.F.8'-0"14'-10"ASPHALT (ARCH.)SHINGLES (CLASS A)(G.S.M.) OGEE GUTTERSYSTEM, (N) PAINTSTUCCO, W/ NEW SKIM COATTO RE-FINISHCRAWLSPACE VENTINGFINISH GRADE12 412 4MARVIN (INTEGRITY)WOOD CLAD WINDOWS/DOORSWOOD GABLE DETAIL(E) STEPS & W.I.RAILING(E) AVG. CURB4'-6"19'-5"(E) LWR FLR F.F.10'-2"10"1'-8"EL. 99.75'EL. 105.47'EL. 110.00'EL. 118.00'EL. 124.98'ADDITION T.P.(N) HIGHEST RIDGE LINE(E) HOUSE F.F.8'-6"25'-0"(N) ASPHALT (ARCH.)SHINGLES (CLASS A)(E) (G.S.M.) OGEE GUTTERSYSTEM, (N) PAINT(E) STUCCO(E) CRAWLSPACE VENTING(E) CRAWLSPACE ACCESS(E) FINISH GRADE12 4(E) MARVIN (INTEGRITY)WOOD CLAD WINDOWS/DOORS(E)(E)(E)(E)(N) STEPS & W.I.RAILING12 4LWR FLR T.P.LWR FLR F.F.9'-0"(E)(E)(E)(E)(E)(N) TEMP.(E) V.I.F. LOCATION(E)(E)(N) ASPHALT (ARCH.)SHINGLES (CLASS A)MATCH (E)(N) WOOD PANELINGTO (PAINTED A DARK)COLOR(N) MARVIN (INTEGRITY)WOOD CLAD WINDOWSTO MATCH (E)27'-5" (ADDITION)15'-2" (N) TERRACE(E)(E)(N)1'-3"(E) MAIN HOME T.P.8'-0"(N)GRADE(N) STONE/TILE TERRACE(N) (G.S.M.) OGEEGUTTER SYSTEM,(N) PAINT TO MATCH (E)69'-10" (EXISTING)(N) WOOD GABLEDETAIL TOMATCH (E)(N)(E) AVG. CURB3'-3"(N) 42" GUARDRAILW/ GLASS OR STAINLESSSTEEL CABLE WIRES(N) MARVIN (INTEGRITY)WOOD CLAD WINDOWS/WDS. TO MATCH (E)D.H.E.6"MARVIN WOOD ALUMINUMCLAD WINDOWS WITH SDLMUNTIN BARSMARVIN WOOD ALUMINUMCLAD WINDOWS WITH SDLMUNTIN BARSMARVIN WOOD ALUMINUMCLAD WINDOWS WITH SDLMUNTIN BARSMARVIN WOOD ALUMINUMCLAD DOORS WITH SDLMUNTIN BARSMARVIN WOOD ALUMINUM CLAD DOORS WITH SDL MUNTIN BARS(E) HIGHEST RIDGE LINE25'-7"19'-5"EL. 99.75'EL. 105.47'EL. 109.47'EL. 110.00'EL. 108.72'EL. 118.00'EL. 118.50'EL. 124.98'EL.124.33'EL. 99.33'30' HEIGHT LIMITSIDE PROPERTY LINE45°14'-0"12'-0"(N) TEMP.(N)(N)(N)CEDARSIMPLE PANELS(N) TEMP.CEDAR (N) STUCCO TOMATCH (E)CEDAR
Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions
oneDESIGN PLANNING form5470 CROSS COUNTRY WAY E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304PARK CITY, UT 84098Fong Residence
2 Kenmar Way
Burlingame, CA 94010
Title :
Project :
Date :08-19-17Drawn :Tim Raduenz17_035Job No. :
Owner :
APN#: 027-130-110
CONTRACTOR:
2 Kenmar Way
Burlingame, CA 94010
BUILDING SET
ZONING: R1
LOT SQ.FT.: 0.32 Acres
Mr. + Mrs. Eric Fong
001 REVISIONS PER CITY COMMENTS 10/19/18002 REVISIONS PER SITE CONDITIONS 2/14/19
003 REVISIONS PER SITE CONDITIONS 8/8/19004005006See DetailsA3.1Scale: 1/4" = 1'-0"2PROPOSED REAR ELEVATIONA3.1As-Built + Proposed Elevations Scale: 1/4" = 1'-0"1AS-BUILT REAR ELEVATIONA3.1
(E) HOUSE TOP PLATEHIGHEST RIDGE LINE(E) HOUSE F.F.8'-0"14'-10"ASPHALT (ARCH.)SHINGLES (CLASS A)(G.S.M.) OGEE GUTTERSYSTEM, (N) PAINTSTUCCO, W/ NEW SKIM COATTO RE-FINISHSKYLIGHT (V.I.F.)REPLACEMENT W/ VELUX(E) AVERAGE CURB4'-6"19'-5"(E) LWR FLR F.F.10'-2"MARVIN (INTEGRITY)WOOD CLAD WINDOWS/DOORSEL. 99.75'EL. 105.47'EL. 110.00'EL. 118.00'EL. 124.98'(E) HOUSE TOP PLATE(N) HIGHEST RIDGE LINE(E) HOUSE F.F.8'-0"15'-10"(E)(E)(E)(E)(E)8'-6"
25'-0"
9'-0"(N) ASPHALT (ARCH.)SHINGLES (CLASS A)MATCH (E)(N) STUCCO TOMATCH (E)(N) MARVIN (INTEGRITY)WOOD CLAD WINDOWS/DOORS TO MATCH (E)1'-3"
8'-0"(N) (G.S.M.) OGEEGUTTER SYSTEM,(N) PAINT TO MATCH (E)ADDITION T.P.(N) HIGHEST RIDGE LINE(E) HOUSE F.F.LWR FLR T.P.LWR FLR F.F.(E) MAIN HOME T.P.GRADE(E) SKYLIGHT V.I.F. LOCATIONREPAIR/REPLACE/ RELOCATEAS NECCESARY49'-0" (EXISTING)(E)20'-4"(E) AVERAGE CURB4'-6"MARVIN WOODALUMINUM CLADWINDOWS WITH SDLMUNTIN BARSMARVIN WOODALUMINUM CLADDOORS WITH SDLMUNTIN BARSMARVIN WOODALUMINUM CLADWINDOWS WITH SDLMUNTIN BARSMARVIN WOODALUMINUM CLADWINDOWS WITH SDLMUNTIN BARSMARVIN WOODALUMINUM CLADWINDOWS WITH SDLMUNTIN BARS(E) HIGHEST RIDGE LINE25'-7"(E) HIGHEST RIDGE LINE19'-5"EL. 105.47'EL. 110.00'EL. 118.00'EL. 124.98'EL. 125.72'EL. 99.75'EL. 110.00'EL. 108.72'EL. 118.00'EL. 118.50'EL. 124.98'EL. 124.33'EL. 99.33'(N) PROPOSED ROOF DECK(N) 42" GUARDRAIL51'-2" (ADDITION)MARVIN WOOD ALUMINUMCLAD WINDOWS WITH SDLMUNTIN BARSCEDAR
(N) 42" GUARDRAILW/ GLASS OR STAINLESSSTEEL CABLE WIRES Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions
oneDESIGN PLANNING form5470 CROSS COUNTRY WAY E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304PARK CITY, UT 84098Fong Residence
2 Kenmar Way
Burlingame, CA 94010
Title :
Project :
Date :08-19-17Drawn :Tim Raduenz17_035Job No. :
Owner :
APN#: 027-130-110
CONTRACTOR:
2 Kenmar Way
Burlingame, CA 94010
BUILDING SET
ZONING: R1
LOT SQ.FT.: 0.32 Acres
Mr. + Mrs. Eric Fong
001 REVISIONS PER CITY COMMENTS 10/19/18002 REVISIONS PER SITE CONDITIONS 2/14/19
003 REVISIONS PER SITE CONDITIONS 8/8/19004005006See DetailsA3.2Scale: 1/4" = 1'-0"2PROPOSED RIGHT ELEVATIONA3.2As-Built + Proposed Elevations Scale: 1/4" = 1'-0"1AS-BUILT RIGHT ELEVATIONA3.2
(E) HOUSE TOP PLATEHIGHEST RIDGE LINE(E) HOUSE F.F.8'-0"14'-10"12 412 4ASPHALT (ARCH.)SHINGLES (CLASS A)(G.S.M.) OGEE GUTTERSYSTEM, (N) PAINTCRAWLSPACE ACCESSCRAWLSPACE VENTINGCEDAR SHINGLES (5" EXP.) V.I.F.BRICK WAINSCOTINGW/ (N) STUCCO OVER(E) AVERAGE CURB4'-6"19'-5"(E) LWR FLR F.F.10'-2"MARVIN (INTEGRITY)WOOD CLAD WINDOWS/DOORSEL. 99.75'EL. 105.47'EL. 110.00'EL. 118.00'EL. 124.98'(N) ASPHALT (ARCH.)SHINGLES (CLASS A)(E) (G.S.M.) OGEE GUTTERSYSTEM, (N) PAINT(E) CRAWLSPACE ACCESS(E) CRAWLSPACE VENTING(E) CEDAR SHINGLES(5" EXP.) V.I.F.(E) BRICK WAINSCOTINGW/ (N) STUCCO OVER(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)12 412 4(E)(E)(E) PATIO
(N) PATIO(N) STONE TREADS(N) STUCCO TO MATCH (E)ADDITION T.P.(N) HIGHEST RIDGE LINE(E) HOUSE F.F.8'-6"25'-0"LWR FLR T.P.LWR FLR F.F.9'-0"1'-3"(E) MAIN HOME T.P.8'-0"GRADE12 4(N)(N) TEMP.(N)10'-3"(E) AVERAGE CURB4'-6"(N) MARVIN (INTEGRITY)WOOD CLAD WINDOWS/WDS. TO MATCH (E)(N)WOOD GABLEDETAIL TOMATCH (E)1'-4"MARVIN WOOD ALUMINUMCLAD WINDOWS WITH SDLMUNTIN BARSMARVIN WOOD ALUMINUMCLAD WINDOWS WITH SDLMUNTIN BARSMARVIN WOOD ALUMINUMCLAD WINDOWS WITH SDLMUNTIN BARSMARVIN WOOD ALUMINUMCLAD WINDOWS WITH SDLMUNTIN BARSMARVIN WOODALUMINUM CLADWINDOWS WITH SDLMUNTIN BARS(E) HIGHEST RIDGE LINE25'-7"EL. 99.75'EL. 105.47'EL. 110.00'EL. 108.72'EL. 118.00'EL. 118.50'EL. 124.98'EL. 124.33'EL. 99.33'18'-10"HIDDEN FASTENERSTANDING SEAM ROOFING,LOW PROFILE(N) ROOF DECKMARVIN WOODALUMINUM CLADWINDOWS WITH SDLMUNTIN BARSMARVIN WOODALUMINUM CLADWINDOWS WITH SDLMUNTIN BARSSIMPLE PANELSCEDARCEDAR(N) WOOD PANELINGTO (PAINTED A DARK)COLOR(N)(N)(N)(N) 42" GUARDRAILW/ GLASS OR STAINLESSSTEEL CABLE WIRESSheetScale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions
oneDESIGN PLANNINGform5470 CROSS COUNTRY WAYE-mail: TIM@FORMONEDESIGN.COMPh: 415.819.0304PARK CITY, UT 84098Fong Residence
2 Kenmar Way
Burlingame, CA 94010
Title :
Project :
Date :08-19-17Drawn :Tim Raduenz17_035Job No. :
Owner :
APN#: 027-130-110
CONTRACTOR:
2 Kenmar Way
Burlingame, CA 94010
BUILDING SET
ZONING: R1
LOT SQ.FT.: 0.32 Acres
Mr. + Mrs. Eric Fong
001 REVISIONS PER CITY COMMENTS 10/19/18002 REVISIONS PER SITE CONDITIONS 2/14/19
003 REVISIONS PER SITE CONDITIONS 8/8/19004005006See DetailsA3.3Scale: 1/4" = 1'-0"2PROPOSED LEFT ELEVATIONA3.3As-Built + Proposed Elevations Scale: 1/4" = 1'-0"1AS-BUILT LEFT ELEVATIONA3.3
WATER METERCURB(N) FIRE(N) IRRIGATION(N) DOMESTIC(E) GARAGE(E) SINGLE FAMILY (N) ADDITION1-STORY HOMEFRONT SETBACK 15'-0"SIDE SETBACK 7'
-
0
"7'-0"7'-0"15'-0"DIM. LOT TOSETBACK 7'-0"DIM. LOT TO(E) HOME 7'-0"(N) REPLACE DAMAGEDAND DISPLACED CURB, UTTER, AND/ORSIDEWALK FRONTING SITE WHERE NEEDED(E) D.S.(E) D.S.(E) D.S.(E) D.S.(E) D.S.(E) D.S.(E) D.S.(E) G.S.M. OGEEGUTTERS (NOTCURRENTLY)PAINTED(N) D.S. SEE CIVIL, TYP.(N) D.S.(N) TREES 24" BOX(E) CONDUITS (2-3) FOR ELECT.,INTERNET, WATERLINE, SEWERLINE (V.I.F.)(E) SEWER CLEANOUT(V.I.F.)(E) 200 AMP ELECT. BOX(N) TREE 24" BOX(N) A.C UNIT(N) D.S.(N) D.S.(E) D.S.(E) D.S.(N) D.S.7'-0"(N) LOWER ROOF(N) TERRACEREAR SETBACK 15'SIDE SETBACK 7'(E) TERRACE(N) ROOF TOP GARDEN32'-0 1/2"44'-10 5/8"15'-0"50'-10" Sheet Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.
Rev.:Description :Date :
Revisions
oneDESIGN PLANNING form5470 CROSS COUNTRY WAY E-mail: TIM@FORMONEDESIGN.COM Ph: 415.819.0304PARK CITY, UT 84098Fong Residence
2 Kenmar Way
Burlingame, CA 94010
Title :
Project :
Date :08-19-17Drawn :Tim Raduenz17_035Job No. :
Owner :
APN#: 027-130-110
CONTRACTOR:
2 Kenmar Way
Burlingame, CA 94010
BUILDING SET
ZONING: R1
LOT SQ.FT.: 0.32 Acres
Mr. + Mrs. Eric Fong
001 REVISIONS PER CITY COMMENTS 10/19/18002 REVISIONS PER SITE CONDITIONS 2/14/19
003 REVISIONS PER SITE CONDITIONS 8/8/19004005006See DetailsA1.0Proposed Site PlanScale: 3/32" = 1'-0"1PROPOSED SITE PLANA1.0GENERAL NOTES & SCOPE1. PROTECT ALL EXISTING TREES DURING CONSTRUCTION, CONSULT ARBORIST AS REQUIRED.2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE MAY BEREMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION (558-7330) NO TREESARE TO BE REMOVED FOR THIS PROJECT.3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE LANDSCAPE WILLNOT BE REHABILITATED AS NOTED ON PLANS.4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM WATERDRAINAGE DURING CONSTRUCTION. CGC 4.106.2 & CGC 4.106.35. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS6. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OFANY NEW SEWER FIXTURE PER ORDINANCE NO. 1710. THE SEWER BACKWATER PROTECTIONCERTIFICATION IS REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT.STREET TREES/ PARK1. PROTECT ALL STREET TREES DURING CONSTRUCTION2. 3 SINGLE LANDSCAPE TREES TO BE ADDED.PUBLIC WORKS NOTES1. A REMOVE/REPLACE UTILITES ENCHROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL CURB,GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERALCONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATERMAINS FOR SERVICES OF FIRE LINE ARE TO BE INSTALLED PER =CITY STANDARD PROCEDURES ANDSPECIFICATION. (4) AND OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF WAY.2. BASED ON THE SCOPE OF WORK, THIS IS A "TYPE II" PROJECT THAT REQUIRES A STORMWATERCONSTRUCTION POLLUTION PREVENTION PERMIT. THIS PERMIT IS REQUIRED PRIOR TO ISSUANCE OF ABUILDING PERMIT. AN INITIAL FIELD INSPECTION IS REQUIRED PRIOR TO THE START OF ANYCONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY).3. ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS PLACEMENT OF DEBRIS BIN IN STREET, WORK INSIDEWALK AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS REQUIRED TO OBTAIN ANENCROACHMENT PERMIT PRIOR TO STARTING - WORK.4. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS ANDNON-CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M. FOR ALL ACTIVITIES (INCLUDING HAULING).5. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEWSEWER FIXTURE PER- ORDINANCE NO. 1710. THE SEWER BACKWATER PROTECTION CERTIFICATE ISREQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT.6. THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODECHAPTER 15.12. RESTING INFORMATION IS AVAILABLE AT THE BUILDING DEPARTMENT COUNTER. ASEWER LATERAL TEST ENCROACHMENT- PERMIT IS REQUIRED.7. ON THE PROPOSED PLAN, PLEASE SHOW THE LOCATION OF ALL PROPOSED LOCATIONS FORUTILITIES (PG&E, WATER.- SEWER, AND SEWER CLEANOUT).8. SHOW THE LOCATION OF DOWN SPOUTS FOR THE ENTIRE ROOF AND THAT THERE IS ENOUGH FINISHGRADE ELEVATION- AROUND THE PERIMETER OF THE PROPERTY TO DEMONSTRATE THE DIRECTION OFSTORM WATER RUNOFF FOR THE PROPERTY. IF THE GRADE IS NOT SUFFICIENT TO PREVENT STORMWATER RUNOFF ONTO ADJACENT PROPERTIES, SHOW A DRAINAGE SYSTEM DESIGN. NO NEWSTORMWATER RUNOFF IS ALLOWED FROM ADDITION . PLEASE SHOW HOW ADDITIONAL IMPERVIOUSAREA DUE TO ADDITION WILL BE MAINTAINED ON-SITE.STORMWATER CHECKLIST NOTES1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FOR IRRIGATION OR OTHERNON-POTABLE USE.2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS.3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS.4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES.5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DETENTION.6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZE CHANGES TO THENATURAL TOPOGRAPHY.7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPING! FLOWS TO BAY" OR EQUIVALENT.8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE.INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE-RESISTANT, DROUGHT-TOLERANT, AND/OR ATTRACTBENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS.9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY SEWER.10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSIONCONTROLS ARE ESTABLISHED.11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS, SETBACKS,SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND RETAINED, DRAINAGE COURSES.12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING: (A) CONSTRUCTION,OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS, INCLUDE INSPECTION FREQUENCY; (B)METHODS AND SCHEDULE FOR GRADING, EXCAVATION, FILLING, CLEARING OF VEGETATION , AND STORAGE ANDDISPOSAL OF EXCAVATED OR CLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATIVE COVER & MULCH,INCLUDE METHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FOR TEMPORARY ANDOR PERMANENT IRRIGATION13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALLNECESSARY PERMITS.15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G. BERMS, SOCKS,FIBER ROLLS OR FILTERS)16. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR BERMS,SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS FOR SOIL STOCK PILES, ETC.17. DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THE SITE (E.GSWALES AND DIKES)18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USINGVEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES,MULCHING OR OTHER MEASURES ASAPPROPRIATE.19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS.20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA WHEREWASHWATER IS CONTAINED AND TREATED.21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT CONTACTWITH STORMWATER.22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS RE:CONSTRUCTION BMP'S.23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENTCUTTINGWASTES,PAINTS,CONCRETE, PETROLEUM PRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSEWATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO STORM DRAINS ANDWATERCOURSES.