HomeMy WebLinkAboutReso - PC - 2022-04.11-8A'DocuSign'En✓eiope ID:'5C4ABE71-FF2E-4E43-8659-18C6B8164C68
RECORDING REQUESTED BY:
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
Resolution No. 2022-04.11-8A
1516 BERNAL AVENUE
APN 026-033-160
TITLE OF DOCUMENT
I hereby certify this to be a full, true and correct copy of the
document it purports to be, the original of which is on file in my
office,
Date:
"V" cA1^A-fIA x
Kevin Gardiner, AICP, Community Development Director
`�✓�nrs .uu2
2022-066351
3:37 pm 09109/2022 R1 Fee: NO FEE
Count of Pages
Recorded in Official Records
County of San Mateo
Mark Church
Assessor -County Clerk -Recorder
I
RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS, a Categorical Exemption has been prepared and application has been made for Design
Review for a new two-story, single -unit dwelling and detached garage at 1516 Bernal Ave. Zone R-1
Behzad Hadiian, property owner, APN: 026-033-160;
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on April 11,
2022, 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 Initial 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 15303 (a), which states that construction of a limited number
of new, small facilities or structures including one single family residence or a second dwelling
unit in a residential zone is exempt from environmental review. In urbanized areas, up to three
single-family residences maybe constructed or converted under this exemption, is hereby
approved.
2. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto.
Findings for such Design Review are set forth in the staff report, minutes, and recording of said
meeting.
3. It is further directed that a certified copy of this Mihe official records of the
County of San Mateo.
son
I, M. L�� 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 11th day of April 2022 by the following vote:
1516 BERNALAVENUE -RESO2022-04.11-6A
AYES: COMAROTO, GAUL, LOFTIS, PFAFF,
SCHMID, TERRONES, TSE
NOES: NONE
ABSENT: NONE
RECUSED: NONE
EXHIBIT "A"
Conditions of Approval for Categorical Exemption and Design Review
1516 Bernal Ave
Effective April 21, 2022
Page 1
that the project shall be built as shown on the plans submitted to the Planning Division date
stamped April 6, 2022, sheets A-00.02, A-01.01 through A-05.01 and C-1 through C-3 and L1-
1-3;
2. that the fence along the left side property line shall not exceed 7'-0" in height (6'-0" solid plus
1'-0" of lattice or open design) as measured from adjacent grade on the subject property;
3. that the property owner shall be responsible for implementing the tree protection plan as defined
in the arborist report prepared by Mayne Tree Expert Company, Inc. dated March 30, 2022;
4. 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 (FYI or amendment to be determined by Planning staff);
5. 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;
6. 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;
7. 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;
8. that prior to issuance of a building permit for construction of the project, the project construction
plans shall be modified to include a cover sheet listing all conditions of approval adopted by the
Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved
plans throughout the construction process. Compliance with all conditions of approval is
required; the conditions of approval shall not be modified or changed without the approval of the
Planning Commission, or City Council on appeal;
9. 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;
10. 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;
11. 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;
EXHIBIT "A"
Conditions of Approval for Categorical Exemption and Design Review
1516 Bernal Ave
Effective April 21, 2022
Page 2
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
12. 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;
13. 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;
14. that prior to scheduling the framing inspection the project architect or residential designer, or
another architect or residential design professional, shall provide an architectural certification
that the architectural details shown in the approved design which should be evident at framing,
such as window locations and bays, are built as shown on the approved plans; architectural
certification documenting framing compliance with approved design shall be submitted to the
Building Division before the final framing inspection shall be scheduled;
15. 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
16. 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.
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
PROJECT ID: 2103-06
DATE: MARCH. 2021
SCALE:
DRAWN BY: S.A.
REVISION TABLE:
REVISION DATE BY
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
AMS DESIGN
DESIGN
DEP
BERNAL
RESIDENCE
Azadeh Masrour
1516 BERNAL AVE.,
BURLINGAME, CA, 94010
03/26/2022 S.A.PLN01
A -05.01
EXTERIOR 3D VIEWS
N.T.S
SMA
PROPOSED FRONT (SOUTH) ELEVATION
SC : 1/4" = 1'-0"
1
PROPOSED REAR (NORTH) ELEVATION
SC : 1/4" = 1'-0"
2
1
2
W02-3046W25-3046
W26-3050W13-3050
W02-3046W25-3046
W26-3050W13-3050
W02-3046 W02-3046W25-3046
W03-3050W14-3050
D02-3680
W02-3046 W02-3046W25-3046
W03-3050W14-3050
D02-3680
W14-3050 W14-3050W14-3050
5
12
5
12
4
126
12
9'-0"1'-0"
8'-6"
26'-3"12'-
0"7'-6"
4'-0"12'-6"12'-
0"3'-0"
28'-10"2'-4"3'-
11"2'-1"10'-
0"11'-4"3'-
0"0'-8"45°
45°F.F.9'
PLATE HT.ABOVE F.
F.2ND F.
F. 10' HT.
ABOVE F.F.12'-
6" FROM PROPERTY LINE
TO THE EXTERIOR WALL 12'
VERTICAL LINE 72.35'
26'-3" TOP HT.
ABOVE N.G.L.8'-
6'' PLATE HT.ABOVE
2ND F.F.NATURAL
GRADE LINE 16" ABOVE NGLENTRY
PLATE HT.6' HT.
WOOD FENCE
12' VERTICAL
LINE FROM 72.176' HT. WOOD
FENCE NEW
40 YR. COMP.
SHINGLE
RADIANT BARRIER
PER ENERGY REPORT
SHALL
BE PROVIDED
NEW 40 YR. COMP.
SHINGLE RADIANT BARRIER PER ENERGY
REPORT SHALL BE PROVIDED 4'-0" FROM
PROPERTY LINE TO THE EXTERIOR WALL 72.17'74.5'AVERAGE TOP OF
CURB 70.53'72.36'DOWNSPOUT SHALL
BE RESTRAINT BOARD & BATTEN DOWNSPOUT SHALL BE
RESTRAINTSTONEVENEER
ALUMINUMCLADWOOD
WINDOWSWITHSIMULATED
TRUEDIVIDEDLITES
SIDING MATERIAL: ( DETAIL10-SHEETA-
02.03) A)
JAMES HARDIE
8.25-INX144
WITH7INPENETRATION
AFTER INSTALLATION
B) INTERIOR CORNER: 2”X2"
PRIME RINE
C) EXTERIOR
CORNER: 1”
X3” PRIME
RINE W02-
3046W25-3046W26-
3050W13-3050
W02-3046W25-
3046 W26-
3050W13-3050W02-
3046 W02-
3046W25-3046
W03-3050W14-3050D02-
3680 W02-
3046W02-3046W25-3046
W03-3050W14-
3050 D02-3680 W14-
3050
W14-
3050W14-
3050
W06-
2626
W20-
6070
W06-
2626
W20-6070W23-2646
W09-2626W06-
2626 D04-16080 W20-
6070 W23-2646
W09-2626W06-2626 D04-16080
W20-6070 W27-
2646W22-2646W23-2646 D04-
16080 W27-2646W22-2646W23-
2646 D04-16080 6"
X16"6"X16"5
12 5 12
6 126
12 5 12 1'-4"
9'-0"1'-0"
8'-6"26'-3"
12'-0"8'-2"4'-
0"12'-6"1'-
0"
4'-8"
4'-
8"3'-0"
2'-1"2'-4"3'-
11"28'-10"12'-
0"10'-0"0'-
8"45°
45°F.F.
9'-0" PLATE
HT.ABOVE F.
F.2ND
F.F. 10' HT.ABOVE F.F.12'
VERTICAL LINE FROM 72.17'
26'-3" TOP HT.
ABOVE N.G.L.
8'-6'' PLATE HT.ABOVE
2ND F.F.NATURAL GRADE LINE
16" ABOVE
NGL12' VERTICAL
LINE FROM
72.36'
NEW 40 YR. COMP. SHINGLE
RADIANT BARRIER PER ENERGY REPORT SHALL BE
PROVIDED 12'-6" FROM
PROPERTY LINE
TO THE EXTERIOR WALL DOWNSPOUT
SHALL BE
RESTRAINT CRAWL SPACE VENT NEW
40 YR.
COMP. SHINGLE
RADIANT BARRIER
PER ENERGY
REPORT SHALL
BE PROVIDED
BOARD & BATTENTUSCANY
SERIES V400
WINDOW GRILLES
ARE SIMULATED
DIVIDEDLIGHTWOOD
SIDING 6'
HT. WOOD
FENCE6' HT. WOOD
FENCE 4'-
0" FROMPROPERTYLINE
TO THE
EXTERIORWALL
ALUMINUMCLAD
WOODWINDOWS
WITHSIMULATED
TRUEDIVIDED
LITESAVERAGE
TOPOF
CURB70.
53'72.
17'74.
5'72.36'SIDING
MATERIAL:DETAIL10-
SHEET A-02.03) A) JAMES HARDIE 8.25-IN
X 144 WITH 7IN PENETRATION AFTER INSTALLATION B) INTERIOR
CORNER: 2”X2"PRIME RINE C) EXTERIOR CORNER:
1”X3” PRIME RINE W06-2626 W20-6070 W06-
2626 W20-6070 W23-2646 W09-2626W06-2626 D04-16080 W20-
6070 W23-2646 W09-2626W06-2626 D04-16080 W20-6070 W27-
2646W22-2646W23-2646 D04-16080 W27-2646W22-2646W23-
2646 D04-16080 4 : 12 4 : 12 4 : 12 4 : 124 :
124 : 12 4 : 12 4 : 12 4 : 124 : 124 :
12 4 : 124 : 124 : 12 4 : 12 4 : 124 :
123 : 123 : 12 3 : 12 PROJECT NAME:ALL WORK DESCRIBED
IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,
GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED
IN THE CONTRACT DOCUMENTS SHALL BE
BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY.
DO NOT PROCEED WITH THE WORK IN THE AREA
OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE
CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING
AT HIS OWN RISK.OMISSIONS FROM THE DRAWINGS AND
SPECIFICATIONS OR THE MIS-DESCRIPTION OF THE WORK WHICH
IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF
THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED,
SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH
OMITTED OR
MIS-DESCRIBED
DETAILS OF THE WORK
AS IF FULLY
AND
COMPLETELY SET FORTH AND
DESCRIBED IN
THE DRAWINGS AND
SPECIFICATIONS.SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF
THEIR WORK. FAILURE
TO DO
SO SHALL
NOT RELEASE THEM FROM THE
RESPONSIBILITY OF ESTIMATING THE WORK.IF ANY VARIATION,
DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS
AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY
AMS DESIGN IN WRITING AND
OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK. SHEET NUMBER:
SHEET TITLE:PROJECT ID: 2103-06 DATE: MARCH. 2021 SCALE:DRAWN
BY: S.A.REVISION TABLE:REVISION DATE BY BOTH METHODS A & B SHOULD BE DONE BY
CONTRACTOR.NEW
VENTS IN CRAWL SPACE DOES NOT
INTERFERE WITH ANY BRACE WALLS/SHEAR
PANELS.VENTILATION NOTES :ELEVATION NOTES :NEW LIVING AREA :1642 SF.VENT DIMENSION : ( 6"
X 16" ) = 0.667 SF.FORMULA : AREA ( 1642 ) / 150 = REQUIRED VENTILATION AREA ( 10.94 SQF )
VENT NUMBERS = VENTILATION AREA ( 10.94 ) / VENT AREA ( 0.
667 ) = 16.41 ( 17 )
1ST FLOOR ATTIC VENTILATION CALC. :FLAT CEILING AREA : 315 SF.
FORMULA : AREA ( 315 ) / 150 = REQUIRED VENTILATION AREA ( 2.1 SF. )50% OF REQUIRED
VENTILATION AREA ( 2.1
SF ) = 1.05 SF.50%
OF THE VENTILATION TO OCCUR
AT EAVE/CORNICE LINE, PER SEC.R 806.1 OF
2019 CRC.METHOD A : ATTIC VENT ( CIRCULAR VENT )VENT DIMENSION : ( 2" ) =
0.022 SF.VENT NUMBERS = VENTILATION AREA ( 1.05 ) / VENT AREA ( 0.022 ) = 47.7 (48)
50% OF
THE VENTILATION TO OCCUR AT A
LEVEL 3-FEET ABOVE THE EAVE/
CORNICE LINE, PER SEC. R 806.1 OF 2019 CRC.METHOD B : EYEBROW
VENT VENT DIMENSION : (EYEBROW VENT) 6'' X 12'' =0.5 SF. VENT LINEAR = VENTILATION AREA (
1.05 ) / VENT AREA ( 0.5 ) = 2.1 (3)
CRAWL SPACE VENTILATION CALC. :
2ND FLOOR ATTIC VENTILATION CALC. :FLAT CEILING AREA : 1327 SF.
FORMULA : AREA ( 1327 ) / 150 = REQUIRED VENTILATION AREA ( 8.84 SF. )50% OF REQUIRED
VENTILATION AREA ( 8.
84
SF ) =
4.42 SF.50%
OF THE VENTILATION TO
OCCUR AT EAVE/CORNICE
LINE, PER SEC.R
806.1 OF 2019 CRC.METHOD A : ATTIC VENT ( CIRCULAR VENT )
VENT DIMENSION : ( 2" ) = 0.022 SF.VENT NUMBERS = VENTILATION AREA ( 4.
42 ) / VENT AREA ( 0.022 ) = 200.90 (201)50% OF
THE VENTILATION TO OCCUR AT A LEVEL 3-FEET ABOVE
THE EAVE/CORNICE LINE, PER SEC. R 806.1 OF
2019 CRC.METHOD B : EYEBROW VENT VENT DIMENSION : (EYEBROW VENT) 6''
X 12'' =0.5 SF. VENT LINEAR = VENTILATION AREA (
4.42 ) / VENT AREA ( 0.5 ) = 8.84 (9)
A -02.01 PROPOSED ELEVATIONS 4010 MOORPARK
AVE#101,
SAN
JOSE, CA 95117 TELL: (415)254.1606 E-MAIL: OFFICE@AMSDESIGNLLP.
COM THESE PLANS
ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH THEY
WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE
PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR REPRODUCED IN WHOLE OR
IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT OF
AMS DESIGN. ANY USE OF THESE PLANS ON
OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN DIMENSIONS
SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.AMS DESIGN DESIGN THE MAX.
WEIGHT OF ROOFING SHALL PROVIDED BASED UPON STRUCTURAL
ENGINEER'S CALCS.AN APPROVED ADDRESS
NUMBER ON BUILDING ELEVATION IS PLAINLY LEGIBLE AND VISIBLE FROM
THE ADJACENT
ACCESS STREET OR ROAD. THE NUMBERS NEED TO CONTRAST WITH THEIR BACKGROUND, AND
BE A MINIMUM OF 4" HIGH, WITH
A MINIMUM STROKE OF 1/2".(CRC
319.1)
COPPER METAL ROOFING,
COPPER
GRANULE CONTAINING ASPHALT
SHINGLES,
COPPER
GUTTERS AND
DOWNSPOUTS, AND/OR
OTHER EXTERIOR ORNAMENTAL
COPPER IS STRONGLY DISCOURAGED FORALL
RESIDENTIAL
PROPOSED RIGHT (EAST) ELEVATION
SC : 1/4" = 1'-0"
1
PROPOSED LEFT (WEST) ELEVATION
SC : 1/4" = 1'-0"
2
12
W08-5050
W01-2646W01-2646
D14-3080
W14-3050W14-3050
W16-5040
W08-5050
W01-2646W01-2646
D14-3080
W14-3050W14-3050
W16-5040
W08-5050
W10-3626
W20-6070
W16-5040
W08-5050
W10-3626
W20-6070
W16-5040
6"X16"6"X16"6"X16"6"X16"6"X16"6"X16"6"X16"
6
12
6
12
6
12
4
12
5'-0"
28'-10"3'-
0"3'-0"
2'-6"1'-0"11'-
4"26'-3"
1'-4"9'-0"
1'-0"8'-6"
0'-8"F.F.
9' PLATE HT.ABOVE
F.F.2ND
F.F. 10'
HT.ABOVE F.F.26'-3"
TOP HT.ABOVE
N.G.
L.8'-6'' PLATE HT.
ABOVE 2ND F.F.
NATURAL GRADE LINE 16"
ABOVE NGLENTRY PLATE HT.AVERAGE
TOP OF CURB 70.
53'CRAWL SPACE VENT
WOOD SIDING
NEW 40 YR.
COMP.
SHINGLE RADIANT
BARRIER PER ENERGY REPORT
SHALL BE PROVIDED NEW 40
YR. COMP.
SHINGLE RADIANT BARRIER PER
ENERGY REPORT
SHALL BE PROVIDED WOOD SIDING DOWNSPOUT SHALL
BE RESTRAINT STONE VENEER ALUMINUM CLAD WOOD WINDOWS WITH SIMULATED TRUE DIVIDED LITES
STREET LEVEL 72.17'72.36'74.
5'SIDING MATERIAL: ( DETAIL10-SHEET A-02.
03) A)
JAMESHARDIE8.
25-IN
X144WITH
7IN PENETRATION
AFTER INSTALLATION
B) INTERIORCORNER:
2”X2"
PRIMERINEC)
EXTERIOR CORNER:
1”X3”
PRIME RINE
W08-5050
W01-2646W01-
2646 D14-
3080 W14-
3050W14-3050
W16-5040
W08-5050
W01-2646W01-2646
D14-3080W14-
3050W14-3050
W16-5040W08-
5050W10-3626
W20-6070W16-
5040 W08-
5050 W10-
3626W20-6070
W16-5040
W07-2626W27-
2646W27-2646
W04-3650W04-
3650W07-2626
W27-2646W27-
2646 W04-3650W04-3650W01-2646W01-2646 W18-2626 W11-5050 W12-2650W12-2650 W15-3030
W01-
2646W01-
2646
W18-
2626
W11-
5050
W12-
2650W12-2650
W15-3030 6"
X16"6"X16"
6"X16"6"X16"6"
X16"6"X16"
6"X16"6"X16"
6 12 4 12
8 12 8 12
1'-4"9'-0"
1'-0"8'-
6"26'-3"
3'-0"5'-0"5'-0"
3'-0"3'-
0"28'-10"11'-4"
0'-8"F.F.
9' PLATE HT.ABOVE
F.F.2ND F.F.
10' HT.ABOVE F.
F.26'-3" TOP
HT.ABOVE
N.G.
L.8'-
6'' PLATE
HT.ABOVE
2ND F.F.NATURAL
GRADE LINE 16" ABOVE NGL11'-
4" ENTRYPLATE
HT.AVERAGE
TOP OF
CURB 70.53'CRAWL SPACE VENT NEW
40 YR. COMP. SHINGLE RADIANT BARRIER PER ENERGY REPORT SHALL BE PROVIDED NEW
40 YR. COMP. SHINGLE RADIANT BARRIER PER
ENERGY REPORT SHALL BE PROVIDED WOOD SIDING
STONE VENEER
DOWNSPOUTSHALLBE
RESTRAINTBOARD & BATTEN
ALUMINUM CLAD
WOODWINDOWSWITH
SIMULATEDTRUEDIVIDED
LITESSTREETLEVEL72.
17'74.
5'72.
36'SIDINGMATERIAL: (
DETAIL10-SHEET
A-02.03)
A) JAMES
HARDIE 8.
25-INX
144 WITH
7INPENETRATION
AFTERINSTALLATION
B) INTERIOR
CORNER: 2”
X2" PRIME
RINEC)
EXTERIORCORNER:
1”X3”
PRIMERINE
W07-2626
W27-2646W27-2646W04-
3650W04-3650
W07-2626 W27-2646W27-2646 W04-3650W04-3650 W01-2646W01-
2646 W18-2626 W11-5050 W12-2650W12-2650 W15-
3030 W01-2646W01-2646 W18-2626 W11-5050
W12-2650W12-2650 W15-3030 4 : 12 4 : 12
4 : 12 4 : 124 : 124 : 12 4 : 12 4 : 12 4 :
124 : 124 : 12 4 : 124 : 124 : 12 4 : 12 4 : 124 :
123 : 123 : 12 3 : 12 PROJECT NAME:ALL
WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE,
EXTENT AND COMPATIBILITY TO THE EXISTING SITE.ANY DISCREPANCIES
AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK
DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE
AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT PROCEED
WITH THE WORK IN THE AREA OF DISCREPANCIES
UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO
SO HE SHALL BE PRECEDING AT
HIS OWN RISK.OMISSIONS FROM THE DRAWINGS AND
SPECIFICATIONS OR THE MIS-DESCRIPTION OF THE WORK WHICH
IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE
DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL
NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR
MIS-DESCRIBED DETAILS OF THE WORK AS IF FULLY
AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS
AND SPECIFICATIONS.SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS
SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE
PRIOR TO
COMMENCEMENT OF
THEIR WORK. FAILURE TO
DO SO SHALL
NOT
RELEASE THEM FROM THE
RESPONSIBILITY OF
ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY
OR OMISSION (BETWEEN THE
INTENT OF THESE CONTRACT
DOCUMENTS AND THE EXISTING
CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS DESIGN PRIOR
TO PROCEEDING WITH ANY RELATED WORK. SHEET NUMBER:SHEET TITLE:
PROJECT ID: 2103-06 DATE: MARCH. 2021 SCALE:DRAWN BY:
S.A.REVISION TABLE:REVISION DATE BY 4010 MOORPARK AVE#
101,SAN JOSE, CA 95117 TELL: (415)254.1606 E-MAIL:
OFFICE@AMSDESIGNLLP.COM THESE PLANS ARE INTENDED ONLY FOR THE
ORIGINAL SITE FOR WHICH THEY WERE DESIGNED AND ARE
THE PROPERTY OF AMS DESIGN. THESE PLANS
AREPROTECTED
UNDER
COPYRIGHT LAWS AND
MAY
NOT
BE
REVISED OR REPRODUCED
IN
WHOLE
OR IN
PART WITHOUT THE
EXPRESSED WRITTEN CONSENT
OF AMS DESIGN. ANY USEOF
THESE
PROPOSED FRONT (SOUTH) ELEVATION - GARAGE
SC : 1/4" = 1'-0"
1
PROPOSED REAR (NORTH) ELEVATION - GARAGE
SC : 1/4" = 1'-0"
2
PROPOSED RIGHT (EAST) ELEVATION - GARAGE
SC : 1/4" = 1'-0"
3
PROPOSED LEFT (WEST) ELEVATION - GARAGE
SC : 1/4" = 1'-0"
4
D9 - TYPICAL WINDOW DETAIL
D10 - CORNER TRIM DETAIL
D19-9080 D19-9080D19-9080
5
12
5
12
9'-0"
13'-11"F.
F.9' PLATE
HT.ABOVE F.F.
13'-11" TOP HT.
ABOVE N.G.
L.NATURAL GRADE LINE NEW
40 YR. COMP. SHINGLE
RADIANT BARRIER PER ENERGY
REPORT SHALL
BE PROVIDED
WOOD SIDING BOARD & BATTEND19-
9080
D19-
9080D19-
9080
5 12
5 12 9'-
0"13'-11"
F.F.9' PLATE
HT.ABOVE F.F.
13'-11" TOP
HT.ABOVE N.G.L.
NATURAL GRADE LINE NEW
40 YR. COMP. SHINGLE
RADIANT BARRIER
PER ENERGY
REPORT SHALL BE
PROVIDED WOOD SIDING
9'-0"13'-11"
F.F.9' PLATE
HT.ABOVE F.
F.13'-1" TOP HT.
ABOVE N.G.L.
NATURAL GRADE LINE NEW
40 YR.
COMP. SHINGLE
RADIANT BARRIER
PER ENERGY
REPORT SHALL
BEPROVIDEDWOOD
SIDING D01-
3080 W19-6040
D01-3080 W19-
6040 D01-3080D01-3080
9'-0"13'-11"
4'-0"F.
F.9' PLATE HT.ABOVE
F.F.13'-1"
TOP HT.ABOVE N.
G.L.
NATURAL GRADE
LINE NEW
40 YR.
COMP. SHINGLE
RADIANT BARRIERPER
ENERGY REPORT
SHALL BE
PROVIDED
WOOD SIDING
D01-
3080 W19-6040
D01-
3080
W19-
6040 D01-3080D01-
3080
0'-1"0'-
1"
AC
CONC
CURB
SSMH
RIM:
70.
85
AC
AC
SSMH
RIM:69.
27
SSMH
RIM:
66.51 SSMH
WVWV
WV
WV
WV
WV
WV
WV WV
WM
CONC
CURB
GARAGE
GARAGE
HOUSE
CONC
SIDE-WALK
DWDW
DWGROUNDHOUSE
EM
GM
CRAWL SPACE WOOD DECK &
STEPS
CONC PORCH
GROUND
GROUND
CO AD AD AD
AD
GROUND
GROUND
GROUNDGROUND
GROUND
GROUNDTREE DRIP LINE (TYP.)
TCD GRADE-BREAK BLOCK
WALL BRICK & CONC
WALL (TYP.)CONC
STEPS CONC CONC
CHIMNEY
ROOF-
PEAK:
91.
08
ROOF-
PEAK:
90.
57
FF:73.01 FF:
73.01
FF:
75.
80
CONC
CONC
CONC CONC CONC GROUND GROUND CONC
HOUSE
ROOF-PEAK:87.90 HOUSE HOUSE
HOUSE HOUSEHOUSEHOUSE HOUSE
HOUSEHOUSE HOUSE 5/4'' X 5
1/
2''1''3/4'' X 3
1/2''
2 X 4
3/4'' X
3 1/2''
1''5/4'' X 5 1/2''
WINDOW
EXTERIOR GRA DE TRIM CAULKING
PER SIDING MANUFACTURE'S SPEC.
P L Y W
O
O D
SHEATHING
JA
MES HARDIE 8.25-IN X 144 WITH 7IN
PENETRA
TION A FTER INSTALLATION.WINDOW
UNIT X1 X1 S H
E A T
H I
N G
WRAP
15 FELT OR META
L FLA SING MIN. 6''
PAST CORNER
BOA RD.PLY SHEATHING
JAMES HARDIESIDING15FELTORMETAL FLASING MIN. 6'' PA STCORNER BOARD.DRA INAGE MA TSidingMaterial: a)Jam esHardie 8.25-in x 14 4 with 7inpenetration afterinstallationb)Interior corner: 2”x2"
prim e rine
c)Exterio r corner: 1”
x3” prim e rine WIndow trim :
a) Prim e pine.WI NDOW TRIM: A ) PRI ME PI NE.SI DINGMA
TERI A L: A ) JA MES HA RDI E
8.25-IN X 144 WI TH 7IN
PENETRA TI ON A FTER INSTA LLA
TI ON
B) INTERIOR CORNER: 2”X2" PRI ME RI NE C)
EXTERIOR CORNER: 1”X3” PRIME RINE PROJECT NAME:ALL
WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED
FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING
SITE.ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE
WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE
AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT PROCEED
WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH
DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO
SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-DESCRIPTION
OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND
SPECIFICATIONS, OR WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM
PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND
COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND
SPECIFICATIONS.SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY
DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT
OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY
AMS DESIGN
IN WRITING
AND OBTAIN WRITTEN RESOLUTION
FROM AMS DESIGN
PRIOR
TO PROCEEDING WITH ANY
RELATED WORK.
SHEET NUMBER:SHEET
TITLE:PROJECT ID: 2103-
06 DATE: MARCH. 2021
SCALE:DRAWN BY: S.
A.REVISION TABLE:REVISION
DATE BY 4010 MOORPARK AVE#101,SAN JOSE, CA 95117 TELL: (
415)254.1606 E-MAIL: OFFICE@AMSDESIGNLLP.COM THESE PLANS ARE INTENDED
ONLY FOR THE ORIGINAL SITE FOR WHICH THEY WERE DESIGNED
AND ARE THE PROPERTY OF AMS DESIGN. THESE PLANS ARE
PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE REVISED OR
REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN CONSENT
OF AMS DESIGN. ANY USE OF THESE PLANS ON
OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS
SHALLPRIOR
TO
COMMENCEMENT
OF
THE
WORK IN
QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE
PRECEDENCE OVER SCALED
DIMENSIONS.
AMS
DESIGN DESIGN
DEP BERNAL RESIDENCE
Azadeh Masrour 1516 BERNAL AVE., BURLINGAME,
CA,
PROPOSED SITE PLAN
SC : 1/8" = 1'-0"
1
1/8 INCH = 1 FEET
0 2 4 6 8 10 20 30
GRAPHIC SCALE :
E /
LE /
LE /
LE /
Lw /
Ww /
Ww /
W2%
2%
2%
2%2%
2%5%
5%5%
5%2%
5%5%5%5%5%5%SSSS5%
5%4 :
12 4 :
124 : 126 :
126 :
126 : 126 :
12 6 :
12 6 :
126 : 125 :
125 : 12FFFFFFFFFFFFFFF
F
F
F F
F
F 20'
15'-0"
4'-0"
24'-
2"8'-
6"12'-
6"
43'-
11"22'-
6"20'-
6"4'
6'-3"
8'-4"
46'-4"
13'-6"
11'-2"8'-4"10'20'
24'27'-9"1'1'24'-
7"25'-6"1'
2'-7"
4'-10"42'-7"11'-2"11'18'-10"
1'-5"1'-5"1'1'1'
1'4'-
0"15'-0"3'-4"13'-5"
6'-11"11'-5"10'-11"2'50.00'
120.00'120.00'50.00'1516 Bernal
AVE., BURLINGAME, CA, 94010 A.P.N.:026-033-
160 LOT AREA: 6000 SF ZONE: R1 FAR: 32% X 6000 + 1100 +
400 = 3,420 SF LOT COVERAGE: 40%
X 6000 = 2400 SF BERNAL AVENUE APPROVED ADDRESS
NUMBERS ON BUILDING ELEVATIONS, SHALL BE PLAINLY
LEGIBLE AND VISIBLE FROM THE ADJACENT ACCESS
STREET OR ROAD FRONTING THE PROPERTY.
THE NUMBERS NEED TO CONTRAST WITH THEIR BACKGROUND, AND BE A
MINIMUM OF 4" HIGH, WITH A MINIMUM STROKE OF 1/
2". ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS
SHALL NOT BE SPELLED OUT. WHERE
REQUIRED BY THEFIRE
CODE
OFFICIAL,
ADDRESS
IDENTIFICATION
SHALL
BE
PROVIDED
IN
ADDITIONAL
APPROVED
LOCATIONS TO
FACILITATE
EMERGENCY
RESPONSE. WHERE
ACCESS IS
BY
MEANS OF
A PRIVATE ROAD
AND
THE BUILDING
ADDRESS CANNOT
BE VIEWED
FROM A
PUBLIC WAY,
A
MONUMENT,POLE
OROTHERSIGN
ORMEANS
SHALL
BEUSEDTO
IDENTIFY
THE
STRUCTURE.
ADDRESSIDENTIFICATION
SHALL
BE
MAINTAINED.
CRC
319.1HVAC-UNITHVAC-UNIT8"
8"
6"
9"
9"
6"
6"6"
6"
6"
2)
14"
200
AMP.
ELEC.
METERWATER
METER
CURB
SIDE
70.
53'
CONCRETESIDEWALKTREE
DRIP
LINETYPICAL)
4'
SIDE
SETBACK4' SIDESETBACK2NDFLOOR2ND
FLOOR
2ND
FLOOR
2ND
FLOOR2NDFLOORWALKWAY
DRIVEWAYACBERNAL
AVER/W: 50')
CONCCURBSSMH
RIM:70.85
ACACWM
CONC
CURB
GARAGE
GARAGE
HOUSE
HOUSE
CONCSIDE-WALKDWDWDWGROUNDHOUSE
EMGM
CRAWLSPACEWOODDECK & STEPS
CONCPORCHGROUNDGROUND
8"CO
ADADADAD
GROUNDGROUND
GROUNDGROUND
GROUND
GROUNDTREE
DRIP
LINE (
TYPICAL)
TCD
GRADE-
BREAK
BLOCKWALL
BRICK &
CONC
WALL (
TYP.)CONC STEPS CONC CONC CHIMNEYROOF-
PEAK:91.08 ROOF-
PEAK:
90.57 ROOF-PEAK:87.90
FF:73.01 FF:
73.
01 FF:75.80 CONC CONC
CONC CONC CONC GROUNDS34°
56'
24"W120.00S55° 03' 36"E
50.00 N34° 56'
24"
E120.00N55°
03'
36"W50.
00 N55° 03' 36"W 655.
04 BASIS OF BEARING"
10' ALLEY
8"6"9"
9"6"6"6"
6"6"2)14"
26"GROUND CONC
D.S. PER
G&D
PLAN
W /
SPLASH
BLOCK
IF NEEDED D.S. PER G&
D PLAN W / SPLASH
BLOCK IF NEEDED
D.S. PER
G&D PLAN
W / SPLASH BLOCK
IF NEEDED D.
S. PER G&D
PLAN
W / SPLASH
BLOCK IF
NEEDED SEWER
LATERAL PERGRADING &
DRAINAGE PLANNEW
SSCO BACKFLOW
PREVENTOR DEVICE REAR
ACCESS
TO THE
10’ CITY ALLEY IS NOT PERMITTED EXTERIOR LIGHTINGD3A-04.02PROJECTION
WITHIN 5 FEET OF PROPERTY LINE SHALL HAVE 1-
HOUR PROTECTION ON THE UNDERSIDE PER CRC R302.
1 D3A-04.028"8"6"9"REAR ACCESS
TO THE 10’ CITY ALLEY IS NOT PERMITTED 6' HEIGHT WOODEN
FENCETOS: 71.00 TOS: 71.50 TOS: 72.50 TOS: 73.
00 TOS: 74.65 2' WOOD RETAINING WALL
KICKBOARD 2' KICKBOARD 2%5 : 125 : 125 : 126 : 12 6 : 12
8 : 12 8 : 12 5 : 125 : 125 : 121'-5"
1'-5"EYEBROW ATTIC VENT NORTH PROJECT NAME:ALL
WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,
GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO
THE AMS DESIGN’S ATTENTION IMMEDIATELY.
DO NOT PROCEED WITH THE WORK IN THE
AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED.
IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE
PRECEDING AT HIS OWN RISK.OMISSIONS FROM THE DRAWINGS
AND SPECIFICATIONS OR THE MIS-DESCRIPTION OF THE WORK
WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT
OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY
REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH
OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK
AS IF
FULLY AND
COMPLETELY SET FORTH AND
DESCRIBED IN THE
DRAWINGS
AND SPECIFICATIONS.SITE CONDITIONS:
ALL CONTRACTORS
AND SUB-CONTRACTORS
SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL
NOT RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT OF THESE
CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR
OR SUB-CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN
RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY
RELATED WORK. SHEET NUMBER:SHEET TITLE:PROJECT ID: 2103-06 DATE: MARCH.
2021 SCALE:DRAWN BY: S.A.REVISION TABLE:REVISION
DATE
BY 1. CONTACT PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION,WHICH
INCLUDES DRAIN
LINES AND ROOF DRAINS/DOWN SPOUTS.2. ALL PUBLIC IMPROVEMENTS MUST
BE COMPLETED PRIOR
TO OCCUPANCY. 3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING
THE AREA ADJACENT TO THE WORK IS LEFT IN
A CLEAN CONDITION. 4. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON
TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING
ANY TREES. 5. UTILIZE BEST
MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL
BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL.6. ALL NEW ELECTRICAL SERVICE (
POWER, PHONE,
AND OR CABLE) SHALL BE UNDER GROUND.7. TO INITIATE RELEASE OF BONDS,
CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION.8. ALL DOWNSPOUTS
TO
BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING
FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS. 9. PRIOR TO BEGINNING
ANY WORK WITHIN THE PUBLIC RIGHT OF
WAY, THE CONTRACTOR WILL
BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT
FROM THE PUBLIC WORKS DEPARTMENT. 10. PROVIDE MIN. 5% GRADE
SLOPE AWAY
FROM FOUNDATION FOR A MIN.DISTANCE
OF 10 FEET MEASURE
PERPENDICULAR TO THE FACE OF THE WALL.WITH EXCEPTION:a. IF
BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE
THE INSTALLATION OF DRAINS OR SWALES TO
ENSURE DRAINAGE AWAY FROM THE STRUCTURE. b. IMPERVIOUS SURFACES WITHIN 10 FEET
OF THE BUILDING FOUNDATION SHALL BE SLOPED A MIN 2% AWAY
FROM THE BUILDING.11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION.
GRADING AND
DEMO NOTES:1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS.2. DIRECT RUNOFF FROM
SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO VEGETATED AREAS.3.
CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE.GREEN BUILDING MEASURE NOTES:
1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF PROPOSED
GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR PRESERVATION.
CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY RAISE OR LOWER THE
GROUND LEVEL BENEATH TREE DRIP LINES. IF THE GROUND LEVEL IS PROPOSED FOR
MODIFICATION BENEATH
THE DRIP LINE, THE ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE
IMPACT TO THE TREE(S). 2. ALL TREES TO BE PRESERVED ON THE
PROPERTY AND ALL TREES ADJACENT TO
THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION OPERATIONS BY
CONSTRUCTING A FOUR-FOOT-HIGH FENCE AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE
EXTENT OF FENCING AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT.
THE TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR
GRADING IS BEGUN AND SHALL
BE MAINTAINED IN REPAIR FOR THE DURATION OF THE CONSTRUCTION WORK. 3.
NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP
LINE AREA OF ANY
TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT.
4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE
PROTECTION BARRIER FOR THE
TREE, THE SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO
AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO INITIATING ANY TRENCHING WITHIN
THE BARRIER
APPROVAL BY STAFF WITH CONSULTATION OF AN ARBORIST SHALL BE COMPLETED.
5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE
NATURAL GRADE SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION
AND DESIGN OF TREE WELLS.6.
THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT
CLEAN. NO CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS
SHALL BE STORED OR DUMPED UNDER A TREE.7. FIRES
FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY
TREE
SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE
AND KEPT UNDER CONSTANT SURVEILLANCE.8.
THE GENERAL CONTRACTOR
SHALL
USE A
TREE SERVICE LICENSEE,
AS DEFINED BY CALIFORNIA
BUSINESS AND PROFESSIONAL CODE,
TO PRUNE AND CUT
OFF THE BRANCHES THAT
MUST BE REMOVED DURING THE LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF
STAFF. 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS
SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON. 10.
NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE PERMITTED
WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO
BE SAVED. 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE
FENCING AROUND TREES TO BE PROTECTED.TREE PROTECTION NOTES:
PROPOSED SITE PLAN A -00.02 4010 MOORPARK AVE#
101,SAN JOSE, CA 95117 TELL: (415)
254.1606
E-
MAIL: OFFICE@AMSDESIGNLLP.COM THESE PLANS
ARE INTENDED
ONLY FOR
THE ORIGINAL SITE FOR WHICH
THEY
WERE
DESIGNED AND ARE
THE PROPERTY OF
AMS
DESIGN.
THESE PLANS
ARE PROTECTED UNDER
COPYRIGHT LAWS AND
MAY NOT BE REVISED OR
REPRODUCED IN WHOLE OR INPART
WITHOUT THE EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE
OF THESE PLANS ON OTHER SITES IS PROHIBITED WITHOUT
THE CONSENT OF AMS DESIGN. ANY DISCREPANCY DISCOVERED
ON THESE PLANS SHALL PRIOR TO COMMENCEMENT OF THE WORK IN QUESTION. ALL
WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.AMS DESIGN DESIGN
BLDG 1ST FLOOR FOOTPRINT LINE DETACHED GARAGE PROPERTY LINE BLDG 2ND
FLOOR FOOTPRINT LINE LEGEND:DEP EYEBROW ATTIC VENT
1/8'' = 1'BERNAL RESIDENCE Azadeh Masrour 1516 BERNAL AVE.,
BURLINGAME, CA, 94010 2ND FLOOR FOOT PRINT LINE 03/26/
2022 S.A.PLN01 1.
ALL ABANDONED SEWER
LATERAL OR WATER SERVICE
SHALL
RESIDUAL.
TILL IN TO A DEPTH OF 6" AND FINE GRADE. TABLET QUANTITIES AND SIZE AS INDICATED ON THE PLANTING DETAILS.PRE-
EMERGENT HERBICIDE
SHALL BE APPLIED AT A RATEAND
METHOD LAYER OF BARK (
LARGE), IN ALL
PLANTING AREAS ALL NEW
PLANTING AREAS SHALL RECEIVE
A 3" LAYER OF
WOOD ALL PLANT MATERIAL SHALL
RECEIVE "AGRIFORM" FERTILIZER TABLETS AT
THE TIME OF PLANTING,
INSERTED
IN
THE BACKFILL MIX
AT HALF
THEDEPTH