HomeMy WebLinkAbout1217 Burlingame Avenue - Approval LetterCITY OF BURLINGAME
City Hall — 501 Primrose Road
Burlingame, California 94010-3997
March 26, 2015
Dale Meyer
Dale Meyer Associates
100 EI Camino Real, Suite 201
Burlingame, CA 94010-5280
Re: 1217 Burlingame Avenue
Dear Mr. Meyer,
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COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division
PH: (650) 558-7250
FAX: (650) 696-3790
Since there was no appeal to or suspension by the City Council, the February 9, 2015, Planning
Commission approval of your application for Commercial Design Review became effective February 19,
2015. This application was for changes to the front fa�ade of an existing commercial storefront at 1217
Burlingame Avenue, zoned BAC.
The February 9, 2015, minutes of the Planning Commission state your application was approved with
the following conditions:
that the project shall be built as shown on the plans submitted to the Planning Division date
stamped January 30, 2015, sheets P1 through P4;
2. that any changes to the size or envelope of building, which would include changing or adding
exterior walls or parapet walls, shall require an amendment to this permit;
3. 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);
4. that the conditions of the Building Division's January 8, 2015 and December 17, 2014 memos,
the Engineering Division's January 12, 2015 and December 17, 2014 memos, the Fire
Division's December 16, 2014 memo and the Stormwater Division's December 16, 2014 memo
shall be met;
5. 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;
6. 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;
:� Register online to receive City of Burlingame e-mail updates at www.burlingame.org QF
March 26, 2015
1217 Burlingame Avenue
Page 2
7. 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;
8. that the applicant shall comply with Ordinance 1503, the City of Burlingame Storm Water
Management and Discharge Control Ordinance;
9. that the project shall meet all the requirements of the California Building and Uniform Fire
Codes, 2013 Edition, 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:
10. that prior to scheduling the framing inspection, the project architect, engineer or other licensed
professional shall provide architectural certification that the architectural details such as
window locations and bays are built as shown on the approved plans; if there is no licensed
professional involved in the project, the property owner or contractor shall provide the
certification under penalty of perjury. Certifications shall be submitted to the Building
Department; and
11. 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.
All site improvements and construction work will require separate application to the Building Department.
This approval is valid for one year during which time a building permit must be issued. An extension of
up to one year may be considered by the Planning Commission if application is made before the end of
the first year.
The decision of the Council is a final administrative decision pursuant to Code of Civil Procedure Section
1094.6. If you wish to challenge the decision in a court of competent jurisdiction, you must do so within
90 days of the date of the decision unless a shorter time is required pursuant to state or federal law.
Sincerely,
A ' .
� �_
William Meeker
Community Development Director
c. Chief Deputy Valuation, Assessor's Office
(45 FT X 90 FT ON BURLINGAME AVE COM 145 FT FR PARK RD PTN OF LOT 9 BLOCK 6
SUPP TO TOWN OF BURLINGAME MAP NO 1 RSM B/28 CITY OF BURLINGAME; APN:
029-204-040)
File
r: Register online to receive City of Burtingame e-mail updates at www.burlingame.org ��
� Project Comments
Date:
To:
From:
January 8, 2015
� Engineering Division
(650) 558-7230
X Building Division
(650) 558-7260
� Parks Division
(650) 558-7334
0 Fire Division
(650) 558-7600
� Stormwater Division
(650) 342-3727
0 City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Commercial Design Review for changes to the front
farade of an existing storefront at 1217 Burlingame Avenue, zoned
BAC, APN: 029-204-040
Staff Review:
All conditions of approval as stated in the review dated 12-17-2014 will apply to this
project.
----� � �
Reviewed by: `� r Date: 1-8-2015
,'
I
�
Project Comments
Date:
To:
From:
December 12, 2014
� Engineering Division
(650) 558-7230
X Buiiding Division
(650) 558-7260
� Parks Division
(650) 558-7334
� Fire Division
(650) 558-7600
� Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
Pianning StafF
Subject: Request for Commercial Design
fa�ade of an existing storefront at
BAC, APN: 029-204-040
Staff Review: December 15, 2014
Review for changes to the front
1217 Burlingame Avenue, zoned
,�)�On the plans specify that this project will comply with the 2013 California Building Code,
��--� 2013 California Residential Code (where applicable), 2013 California Mechanical Code,
2013 California Electrical Code, and 2013 California Plumbing Code, including all
amendments as adopted in Ordinance 1889. Note: If the Planning Commission has not
approved the project prior to 5:00 p.m. on December 31, 2013 then this project must
comply with the 2013 California Building Codes.
�As of January 1, 2014, SB 407 (2009) requires non-compliant plumbing fixtures to be
replaced by water-conserving plumbing fixtures when a property is undergoing
alterations or improvements. This law applies to all residential and corrimercial property
built prior to January 1, 1994�. Details can be found at htt�//www.leginfo.ca.gov/�ub/09-
10/bill/sen�sb 0401-0450�b 407 bill Z0091011 chaptered.html. Revise the glans to
show compliance with this requirement.
� 3)j Specify on the plans that this project will comply with the 2013 California Energy
U Efficiency Standards.
_ Go to http�//www enerqv.ca.qov/title24/2013standards/ for publications and detaiis.
4) Place :` � following information on the first page of the plans:
"Construction Hours"
Weekdays: 7:00 a.m. — 7:00 p.m.
Saturdays: 9:00 a.m. — 6:00 p.m.
Sundays and Holidays: 10:00 a.m. — 6:00 p.m.
(See City of Burlingame Municipal Code, Section 13.04.100 for details.)
�Z�n the first page of the plans specify the following: "Any hidden conditions that require
work to be performed beyond the scope of the building permit issued for these plans
may require further City approvals including review by the Planning Commission." The
building owner, project designer, and/or contractor must submit a Revision to the City for
any work not graphically illustrated on the Job Copy of the plans prior to performing the
work.
6) Anyone who is doing business in the City must have a current City of Buriingame
business license.
7) Provide a fully dimensioned site plan which shows the true property boundaries, the
location of all structures on the property, existing driveways, and on-site parking.
8) Provide existing and proposed elevations.
9) Provide a complete demolition plan that includes a leqend and indicates existing
walls and features to remain, existing walls and features to be demolished, and
new walls and features.
NOTE: A condition of this project approval is that the Demolition Permit will
not be issued and, and no work can begin (including the removal of �
building components), until a Building Permit has been issued for the
project. The property owner is responsible for assuring that no work is
authorized or performed.
10) Provide guardrails at all landings. NOTE: All landings more than 30" in height at any
point are considered in calculating the allowable lot coverage. Consult the Planning
Department for details if your project entails landings more than 30" in height.
11) Provide handrails at all stairs where there are four or more risers. 2013 CBC §1009.
12) Provide lighting at all e�erior landings.
-LT��,Provide a complete fixture and furniture plan for the tenant space.
�-1"4�Business and Mercantile occupancies with a total occupant load of 50 or less, including
customers and employees, can provide one Uni-sex, toilet facility, designed for use by
no more than one person at time. On the plans, provide complete, dimensioned details
for this required bathroom. 2013 CPC §422.2 #3.
�Provide details on the plans which show that the entire site complies with all accessibility
standards. NOTE: If full accessible compliance cannot be achieved submit a Request for
Unreasonable Hardship.
16 pecify the accessible path of travel from the public right of way, through the main
entrance, to the area of alteration.
,���pecify a level landing, slope, and cross slope on each side of the door at all required
entrances and exits.
�pecify accessible countertops where service counters are provided
19) Please Note: Architects are advised to specify construction dimensions for accessible
features that are below the maximum and above the minimum dimension required as
construction tolerances generally do not apply to accessible features. See the California
Access Compliance Manual - lnferpretive Regulation 118-8.
�'n the tenant space indicate the location of the "Office" or area where bookkeeping and
financial reconciliation will take place.
��rovide an exit plan showing the paths of travel
NOTE: A written response to the items noted here and plans that specifically address
items 1, 2, 3, 4, 5, 13, 14, 15, 16, 17, 18, 20, and 21 must be re-submitted before this
project can move forward for Planning Commission action. The written response
must include clear direction reqardinq where the requested information can be
found on the plans.
---- -� '
Reviewed by: G-�"""`� �' .�'✓ Date:12-17-2014
v" -�
����
Project Comments
Date:
January 8, 2015
To: X Engineering Division
(650) 558-7230
� Building Division
(650) 558-7260
� Parks Division
(650) 558-7334
From: Planning Staff
0 Fire Division
(650) 558-7600
� Stormwater Division
(650) 342-3727
0 City Attorney
(650) 558-7204
Subject: Request for Commercial Design Review for changes to the front
fa�ade of an existing storefront at 1217 Burlingame Avenue, zoned
BAC, APN: 029-204-040
StafF Review:
�As a condition of approval, the applicant must follow the "Downtown
Burlingame Avenue — Special Conditions, Specifications, and Details"
(attached). Please include this note on the plans.
2. Scissor lifts are not allowed as they have been proven to damage and crack
the sidewalk pavers.
Reviewed by: M. Quan
Date: 1/12115
February 2, 2015
DOWNTOWN BURLINGAME AVENUE
SPECIAL CONDITIONS, SPECIFICATIONS, AND DETAILS
1.0 GENERAL
Per City of Burlingame Municipal Code 12.05, any work within the public right-of-way of the
Downtown Burlingame Avenue limits shall require approval from the Public Works Department
and shall comply with the following special conditions, specifications, details, and construction
moratorium.
The Downtown Burlingame Avenue limits shall be the entire length of Burlingame Avenue from EI
Camino Real to California Drive, including but not limited to all paver crosswalks, intersections,
and paver sidewalks and extensions along side streets such as EI Camino Real, Primrose Road, Park
Road, Lorton Avenue, Hatch Lane, and California Drive.
1.01 Construction Moratorium
Effective February 2, 2015, a five (S) year construction moratorium is implemented for
Downtown Burlingame Avenue. No person, firm or corporation shall construct,
reconstruct, repair, alter or grade, open or cause to be opened, or make any excavation
in, any sidewalk concrete and pavers, curb, gutter, planter, parking area concrete and
pavers, roadway, crosswalk, or intersection within Downtown Burlingame Avenue limits
during the construction moratorium.
The Public Works Department will consider allowing emergency work as needed on a
case-by-case basis. If proposed construction work during the construction moratorium
period is approved or authorized by the Public Works Department as necessary for
emergency, public health and safety, or special circumstances, the work shall comply
with these special conditions, specifications, and details.
2.0 PLAN REVIEW AND SUBMITTALS
Any work within the public right-of-way of Downtown Burlingame Avenue shall first obtain
approval from the Public Works Department through a plan review process. A written request
along with required submittals shall be provided to the Public Works Department for review. A
minimum deposit of 2 000 is required at the time of submission for plan review. The actual cost
will be based on actual staff time and mate.r�=1 spent on reviewing the request and plans. This plan
review process is separate from any building permit plan review. The applicant shall provide, at a
minimum, the following submittals for plan review to request an approval for any work within the
public right-of-way of Downtown Burlingame Avenue:
(a) Letter stating the purpose and extent of such work to be performed within and/or
affecting the public right-of-way of Downtown Burlingame Avenue;
(b) A complete set of drawings showing location of work area, details of proposed work,
and restoration of public right-of-way per powntown Burlingame Avenue special
conditions, specifications, and details;
(c) Type of equipment use, if any; �
(d) Tentative construction schedule; and
(e) A minimum plan review deposit of $2,000. The City may require additional deposit
based on project scope and estimated construction cost.
February 2, 2015
3.0 PERMITS AND FEES
Any authorized and approved work within the public right-of-way of Downtown Burlingame
Avenue, granted by the Public Works Department, shall obtain an Encroachment Permit prior to
starting work. In addition to the standard fees listed under the Encroachment Permit Fee
Schedule, an additional Encroachment Permit bond of $50.00 per sQuare foot or a minimum
5 000 is required for work affecting the public right-of-way along Downtown Burlingame Avenue.
4.0 PRE-CONSTRUCTION MEETING
If work in the public right-of-way is approved by the Public Works Department, a meeting with
the City of Burlingame Public Works Engineering Inspector shall take place prior to the initiation
of the site work. The purpose of the meeting is to discuss and clearly understand the following:
• Plan of work within City's right of way, including, but not limited to hours of work,
deliveries, traffic control and/or pedestrian access within public right of way,
sidewalk issues, parking, storage, loading of materials, repair of damaged public
facilities such as paver at sidewalk, crosswalk, parking area, and intersection, road
pavement, trenching restriction and requirements, and coordination with City
projects within the vicinity.
• Contact names and numbers of responsible personnel.
• A trafFic control and/or pedestrian protection plan shall be submitted 5 days prior to
the pre-construction meeting for review.
5.0 EQUIPMENT AND LOADING RESTRICTIONS ON EXISTING PAVERS
Heavy construction equipment such as, but not limited to, fork lift, boom or crane truck are
prohibited on pavers. Any equipment or material loading on pavers shall first be approved by
the Public Works Department prior to use. If approval is granted, the contractor shall place, at a
minimum, wooden boards to support and protect the pavers. In the event any pavers are
damaged, it is the responsibly of the applicant and contractor to replace the paver(s) according
to these special conditions, specifications, and details.
6.0 SIDEWALK CONCRETE PAVERS
6.01 General
(A) Contractor performing any work with concrete pavers within the City's right-of-
way must be on the City of Burlingame's pre-qualified list of concrete paver
contractors.
(B) Removal of existing concrete pavers will require the demolition of at least one
existing paver. Carefully remove one paver by using the drilled hole to unlock
and access the other pavers. The Contractor is responsible for the replacement
of the drilled paver as well as any damaged pavers. The Contractor shall pay
for, obtain and use similar colored pavers, which may be obtained from the
Public Works Department at a cost of 50.00 per square foot.
It is advised to use a full size paver for drilling so there is no need to cut a new
paver later to fit into the space.
February 2, 2015
(C) Concrete pavers shall be sealed as recommended by manufacturer.
Manufacturer: Acker-Stone Industries, Contact: RonEhrler 909-376-2836 —
13296 Temescat Canyon Rd., Corona, CA 92883. Sealed shall be protected for a
minimum of 24 hours before allowing traffic.
6.02 Sand Lavin� Course
Install dry sand to uniform depth required for flush finish after pavers are installed.
The designed nominal depth shall be 1-inch thick with no sand thickness less than %"
or more than 1%'. Sand is to remain undisturbed prior to the installation of pavers.
Moisture content of sand must remain constant.
6.03 Paver Installation
(A) Before installing, clean concrete and stone pavers of all foreign material. Do
not begin installation of pavers until subgrade and base have been prepared
per specifications and details.
(B) Screed sand bedding course to recommended depth. Sand is to remain
undisturbed prior to the installation of unit pavers. Maintain constant sand
moisture content.
(C) Where pavers occur over concrete sub-slab, set with a mortar bed and grout as
shown on the details. Pavers in the parking stall area, crosswalk, and
intersection shall be cured for a minimum of 72-hours before allowing
vehicular traffic.
(D) Start installation from a corner or straight edge, unless detailed otherwise, and
proceed forward over the undisturbed sand bedding course with pavers as
shown on details. Cut pavers with a masonry saw, clean and uniform to
conform to edges without gaps. Cut pavers to avoid thin slices.
(E) Install pavers plumb and true to line and grade to coincide and align with
adjacent work and existing elevations. Use string lines to hold pattern lines
true. Maximum vertical deflection shall not exceed 3/8-inch under a 10 foot
straightedge. All perimeter edges must be retained to secure the pavers and
sand ber;uing course. Provide retainer as required. No paver joint shall be
greater than 1/4-inch. No perimeter edge joint shall be greater than 3/8".
(F) No pavers shall be cut unless authorized by the Public Works Department. If
approved, cut pavers with a diamond blade masonry saw to fit if necessary.
(G) Spread polymeric sand over the installed and approved pavers and sweep the
sand into the paver joints. Insure all joints are full before clean up. Swept up
and remove excess sand from the completed paver installation.
(H) The completed paving installation shall be swept and washed down to provide
a clean, finished, workmanlike hardscape pavement.
(I) The final surface elevation of pavers shall not deviate more than 3/8-inch
February 2, 2015
under a 10-foot long straightedge and 1/8-inch between individual pavers.
(J) The surface elevation of pavers shall be 1/8 to 1/4-inch above adjacent
drainage inlets, concrete collars or channels.
(K) Apply approved water-based Paver Sealer after final cleanup and wash down of
paving surfaces. Prior to applying Water-based Sealer, remove any stains and
efflorescence using cleaners as recommended by manufacturer. During
application, protect surrounding areas from over spray. All traffic, pedestrian or
vehicular, shali be kept off of sealed pavers until initial cure time has been
achieved.
6.04 Cleanup and Curing
(A) All work shall be perFormed in such a way as to keep the site neat, clean and
orderly. Upon completion of the work under this section, remove immediately all
surplus materials, rubbish and equipment associated with or used in the
performance of this work, and any and all Underground Service Alert (USA)
markings. Fai�ure to cleanup completely to the satisfactory of the Public Works
Department and removal of USA marking may result in retention of portion or all
of the Encroachment Permit bond by the City.
(B) Reset all disturbed pavers and brush joints with sand or grout with mortar. Reseal
individual pavers as required.
(C) Sealed pavers shall be protected for a minimum of 24 hours before allowing
traffic.
(D) Pavers in the parking stall area, crosswalk, and intersection shall be cured for a
minimum of 72-hours before allowing vehicular traffic.
7.0 VEHICULAR CONCRETE PAVERS
7.01 Crosswalk and Intersection
Open trench excavation within pedestrian crosswalk and roadway intersection is
prohibited. Any open excavation in the crosswalk or roadway inter;�ction will require
the replacement of the entire crosswalk or intersection.
7.02 Parking Area
Open trench excavation perpendicular to length of Burlingame Avenue requires
sawcut at joints per these details. Open trench excavation parallel to the length of
Burlingame Avenue require sawcut and removal of entire width of parking area from
lip of gutter to concrete band. The contractor shall replace the entire width of the
parking area for the length of the trench.
8.0 BEDDING AND BACKFILL
February 2, 2015
8.01 Bedding Material
All trenches shall be over-excavated below the bottom of the pipe to limits shown on
City Standard Drawing BA-01 and bedded with Class 1 permeable material. Class 1
permeable material shall extend above the top of the pipe to the level shown on City
Standard Drawing BA-01 Class 1 permeable material used for bedding shall conform to
the requirements for Permeable Material of the Standard Specifications of the California
Department of Transportation (CALTRANS).
8.02 Trench Backfill
All trenches shall be backfilled between the bedding material and the road base with
Controlled Density Fill (CDF). CDF shall be a workable and non-segregating 1-%2 sack mix
of Portland cement, fine aggregate, and water. Fly-ash may be used in the CDF mix
provided a minimum of 75% by weight of the cementitious material is Portland cement.
All component materials of CDF shall conform to the requirements for Portland Cement
Concrete of the CALTRANS Standard Specifications. CDF shall have a maximum
compressive strength of 150-psi. �
9.0 CONCRETE PAVING
9.01 General
This section only applies to concrete paving within Downtown Burlingame Avenue.
The work in this section includes all the work and materials associated with the removal
and construction of new Portland cement concrete for sidewalks, concrete bands at
back of walk, curbs, gutters, curb ramps, concrete parking, aprons, sub slabs, banding,
and surface repairs in association with the various items of work, and construction of
Rapid Strength Concrete (RSC) mix for new concrete subslab underneath the travel
lanes, concrete bands, crosswalk subslabs and intersection concrete.
Contractor shall be responsible for safety of the public, especially in sidewalk and street
areas, during the project. Work sites shall be kept safe by placing adequate barricades,
wood walks in commercial areas, eliminating tripping hazards, protecting stockpiled
materials, and other means as appropriate. Open excavation shall be covered when no
work is being performed. Steel plating shall be installed until temporary surfacing can be
constructed.
9.02 Material
Concrete used for all curbs, gutters, sidewalks, curb ramps, concrete bands in sidewalk,
parking colored concrete section and other minor concrete work shall be Class B(6-
Sack) Portland cement concrete with 3/" max coarse aggregate and shall conform to the
requirements of CALTRANS Standards Specifications.
Concrete used for all travel lane (street) subslab, intersection colored concrete, and
crosswalk bands and subslab, shall be 4000 psi Rapid Strength Concrete (RSC) and shall
conform to the requirements of these special conditions, specifications, and details.
February 2, 2015
Concrete paving specification for the integral colored concrete of the parking zones and
intersections'Green Slate' #3685, Manufactured by Davis
Colors (800) 356-4848 or approved equal.
All vehicular concrete shall have a minimum compressive strength of 4000 psi (parking
concrete section, travel lane subslab, intersection concrete, crosswalk bands and
subslab, parking concrete section, valley gutters and other vehicular concrete).
All concrete work shall be true to line and grade as indicated on the drawings. Anchor
plates, inserts and other items embedded in concrete shall be accurately secured so that
they will not be displaced during placement of concrete. Finished paving surfaces shall
not vary more than 1/8-inch measured with a 10 feet metal straightedge, except at
grade changes. No birdbaths or other surface irregularities will be permitted. Correct
any irregularities to the satisfaction of City.
9.03 Control Joints
Concrete paving includes Control Joints or weakened plane joints. Control Joints shall be
installed in the curb & gutter, vertical curb, concrete bands, concrete parking, extended
curb & gutter, Caltrans curb & gutter, and other concrete at the scoring locations shown
on these details. In no case will the weakened plane joints be spaced more than 10-feet
apart. Control joints shall be at a depth of concrete thickness divided by 4(example 6-
inches thick concrete d/4 =1.5). Control joints shall be constructed with a special tool
designed for such joints. The reinforcing bars should extend through the control joints.
9.04 Expansion Joints
Expansion joints will be full depth with filler material. Expansion joints will be 20-feet
maximum spacing. Approved joint material shall be placed with top edge 1/4-inch below
the paved surface, and shall be securely held in place to prevent movement. Joint and
other edges shall be formed in the fresh concrete using and edging tool to provide a
smooth uniform impression. All edges shall be struck before and after brooming. After
the curing period, expansion joints shall be carefully cleaned and filled with approved
joint sealant to just below adjacent paved surFace in such a manner as to avoid spilling
on paved surfaces or overflow from joint. Slip dowels should be installed at expansion
joints/co{d joints. Prior to excavation to submit a plan mark-up showing the locations of
full depth expansion joints to meet the 20-feet maximum spacing. In the concrete
parking area the expansion joints will be 16-feet apart +/- to conform with the score
lines.
9.05 Forms
Forms shall be smooth on the side placed next to the concrete and shall have a true
smooth upper edge and shall be rigid enough to withstand the pressure of fresh
concrete without distortion. All forms shall be thoroughly cleaned and coated with form
oil to prevent the concrete from adhering to them. The depth of forms shall be equal to
the full depth of the concrete section being poured. Contractor shall exercise care not to
injure any part of the tree in placing his forms. No cutting away of any part of the trunk
or main roots to accommodate forms will be permitted. Forms shall be bent around tree
trunks to provide a minimum of 2-inch clearance for the finished sidewalk. It is the
February 2, 2015
Contractor's responsibility to protect the concrete finish until acceptance by the Public
Works Department. The color and finish shall be as close as possible to that of the
surrounding pavement, with preference to a light broom finish and darkened with two
(2) pounds dry lampblack conforming to ASTM D209 per cubic yard concrete. Concrete
shall be scored to conform to the existing pattern. No concrete shall be poured until
forms have been inspected and approved by the Public Works Department.
9.06 Street Subslab Joint and Finish
The concrete street subslab will have expansion joints every 20' maximum
perpendicular to the centerline. The expansion joint will traverse across the entire
street. Subslab will have a rough finish with tack coat. Prior to pouring Contractor will
submit for review the proposed method of achieving a rough finish.
9.07 Parking Area Joints and Finish
The concrete parking area will have expansion joints spaced every spaced 20' maximum
perpendicular the centerline. The concrete parking area will have weakened plane joints
(d/4) spaced every spaced 10' maximum perpendicu►ar the centerline. Parking Area
Concrete will have a rough broom finish.
9.08 Lampblack
Concrete that is not colored architecturalfy will require 2 Ib Lampblack per cubic yard of
concrete. Slabs which are not exposed to the surface will not be colored.
10.0 ROADWAY PAVING
10.01 General
The existing roadway section is 6-inches asphalt concrete over 8-inches concrete subbase.
The concrete subbase shall be installed according to 9.0 CONCRETE PAVING of these special
conditions, specifications, and details. The asphalt concrete shall be installed in three (3) lifts
of 2-inch each lift. An approved engineering pavement mat shall be installed between the
bottom lift and the second (2"d) lift. The limits of removal and replace of roadway section
shall be per these details.
ATTAC H M E NTS:
• Map of Downtown Burlingame Avenue Limits
• City Standard Drawing BA-01 (total 4 sheets)
Project Comments
Date: December 12, 2014
To: X Engineering Division 0 Fire Division
(650) 558-7230 (650) 558-7600
� Building Division � Stormwater Division
(650) 558-7260 (650) 342-3727
� Parks Division 0 City Attorney
(650) 558-7334 (650) 558-7204
From: Planning Staff
Subject: Request for Commercial Design Review for changes to the front
farade of an existing storefront at 1217 Burlingame Avenue, zoned
BAC, APN: 029-204-040
Staff Review: December 15, 2Q14
�1�Please show all existing utilities (sewer, storm, PG&E, water) that service the
� property.
2�What equipment will be necessary to complete the fa�ade remodel of the
property?
3. An encroachment permit will be required for this project as it fronts Burlingame
Avenue. There are special conditions that will be placed on the applicant
during the construction of the work. A construction bond will be required as a
security deposit in the event pavers on Burlingame Avenue are damaged.
4. There is a Holiday moratorium for construction work in the downtown area that
runs till January 5, 2015.
Reviewed by: M. Quan Date: 12/17/14
Project Comments
Date:
1�•�
From:
December 12, 2014
� Engineering Division
(650) 558-7230
� Building Division
(650) 558-7260
0 Parks Division
(650) 558-7334
X Fire Division
(650) 558-7600
� Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Commercial Design Review for changes to the front
fa�ade of an existing storefront at 1217 Burlingame Avenue, zoned
BAC, APN: 029-204-040
Staff Review: December 15, 2014
Based on information provided on this plan submittal, fire sprinklers may not be
required. Drawings submitted to the Building Dept. for review shall be evaluated for
determination of fire sprinkler requirements per Burlingame Municipal Code Chapter
17.
If sprinklers are not required as a result of this remodel, be advised where more than
one building alteration for which building permits are required are made within a two
(2) year period, the sum of these alterations during this two (2) year period shall be
aggregated for the purpose of calculating the replacement cost value formula. This
calculation will determine retroactive fire sprinkler requirements. Final determination
will be made and the plan review phase of the project.
Reviewed by:
,�
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Date: ��� � (,� �� (.�
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Project Comments
Date:
To:
From:
December 12, 2014
0 Engineering Division
(650) 558-7230
� Building Division
(650) 558-7260
� Parks Division
(650) 558-7334
0 Fire Division
(650) 558-7600
X Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
Planning Staff
Subject: ` Request for Commercial Design Review for changes to the front
farade of an existing storefront at 1217 Burlingame Avenue, zoned
BAC, APN: 029-204-040
Staff Review: December 15, 2014
Any construction project in the City, regardless of size, shall comply with the city's
stormwater NPDES permit to prevent construction activity stormwater pollution.
Project proponents shall ensure that all contractors implement appropriate and
effective Best Management Practices (BMPs) during all phases of construction,
including demolition. When submitting plans for a building permit, please include a
list of construction BMPs as project notes, preferably, on a separate full size (2'x 3' or
larger), plan sheet. A downloadable electronic file is available at:
http://www.flowstobay.orq/Construction
Please contact Kiley Kinnon for assistance at: (650) 342-3727
Reviewed by: KJK
Date: 12/16/14
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Water Pollution
'revehtion Program
Clean Waler. Neollhy �r,inn;uni�y.
Construction Best IV�anagement Practices (B1VIPs)
Conshuction projects are required to implement [he stonnwater best management practices (BMP) on this page, as
they apply to your project, all ye�u long.
Nfnferinls Sc Wnste Mnnegement
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Oovemor•e CMilce of Emergmry 9ervlcee Vhming
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