HomeMy WebLinkAboutPC Reso 20-13 SDR - Drive-thru Starbucks 7944 Dublin Blvd (PLPA-2020-00015, PLPA-2020-00019, PLPA-2020-00020)RESOLUTION NO. 20-13
A RESOLUTION OF THE PLANNING COMMISSION
OF THE CITY OF DUBLIN
APPROVING A SITE DEVELOPMENT REVIEW PERMIT FOR EXTERIOR
MODIFICATIONS INLCUDING A 562-SQUARE-FOOT ADDITION, 236-SQUARE-FOOT
TRASH ENCLOSURE AND RELATED SITE IMPROVEMENTS AND A CONDITIONAL USE
PERMIT FOR A DRIVE-THRU EATING AND DRINKING ESTABLISHMENT AND
ASSOCIATED PARKING AT 7944 DUBLIN BOULEVARD
APN: 941-1500-036-02
PLPA-2020-00015, PLPA-2020-00019 & PLPA-2020-00020
WHEREAS, the Applicant, Jerry Hunt, Rubicon Property Group, is proposing to
renovate the existing former Hooter's restaurant building. The renovation consists of a 562-
square400t addition, a 236 square foot trash enclosure, division of the building into two tenant
spaces and the addition of a drive-thru for one of the tenant spaces. The proposal includes a
Site Development Review Permit for the exterior alternations and addition and a Conditional
Use Permit for the drive-thru eating and drinking establishment and associated parking; and
WHEREAS, the project site is located in Downtown Dublin, within the Transit -Oriented
District of the Downtown Dublin Specific Plan; and
WHEREAS, the project site is currently occupied by a vacant restaurant building
(formerly Hooter's Restaurant); and
WHEREAS, adrive-thru and the associated parking requirement are allowed with a
Conditional Use Permit in the Transit- Oriented District of the Downtown Dublin Specific Plan;
and
WHEREAS, the California Environmental Quality Act (CEQA) together with state
guidelines and Dublin's CEQA Guidelines and Procedures require that certain projects be
reviewed for environmental impacts and when applicable, environmental documents
prepared; and
WHEREAS, the proposed project is exempt from the requirements of the California
Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15301 (Existing
Facilities) as the project involves a small addition to an existing commercial building; and
WHEREAS, a Staff Report, dated September 8, 2020, and incorporated herein by
reference, described and analyzed the proposed project; and
WHEREAS, the Planning Commission held a properly noticed public hearing on the
project on September 8, 2020, at which time all interested parties had the opportunity to be
heard; and
WHEREAS, the Planning Commission did hear and use independent judgment and
considered all said reports, recommendations, and testimony hereinabove set forth.
NOW, THEREFORE, BE IT RESOLVED that the City of Dublin Planning Commission
does hereby make the following findings and determinations regarding the Site Development
Review Permit:
A. The proposal is consistent with Lite purposes of Chapter 8.104 of the Zoning
Ordinance, with the General Plan and the Downtown Dublin Specific Plan and
design guidelines because: 1) the project is compatible with the architectural
character and scale of development in the immediate area in which the proposed
project is to be located; 2) the project is utilizing traditional building forms with
contemporary, high -quality materials and finishes in compliance with the design
guidelines of the Downtown Dublin Specific Plan; 3) the project will repurpose a
vacant commercial building and provide additional commercial uses in Downtown
Dublin; and 5) the project is consistent with the General Plan land use designation
of Downtown Dublin Specific Plan — Transit -Oriented District.
B. The proposal is consistent with the provisions of Title 8, Zoning Ordinance because:
1) the project contributes to the orderly, attractive, and harmonious site and
architectural development that is compatible with the architectural style, intensity of
development — either in place or permitted in the future, and context of surrounding
and adjacent properties; and 2) the project complies with the applicable
development standards of the Downtown Dublin Zoning District for remodeled
buildings, as outlined in the Downtown Dublin Specific Plan.
C. The design of the project is appropriate to the City, the vicinity, surrounding
properties, and the lot in which the project is proposed because: 1) the project is
consistent with the Downtown Dublin Specific Plan in that it renovates an existing
single -occupant commercial building into two tenant spaces; and 2) the size and
mass of the proposed building remains generally unchanged and is consistent with
other commercial development in the immediate vicinity and in compliance with the
minimum and maximum development density/intensity permitted.
D. The subject site is suitable for the type and intensity of the approved development
because: 1) the project proposes to renovate an existing commercial bung
which will support a variety of commercial uses that are allowed uses in the Transit -
Oriented District; 2) the project is consistent with the Downtown Dublin Zoning
District in which it is located; 3) the project site will be fully served by a network of
existing and planned infrastructure of public roadways, access easements,
services, and facilities; and 4) the proposed project meets all of the development
standards established to regulate development in the Downtown Dublin Specific
Plan Transit -Oriented District and are consistent and compatible with other
commercial development projects in the immediate vicinity.
E. Impacts to existing slopes and topographic features are addressed because the
project site is generally flat and the redevelopment of the building and configuration
of the parking area will not impact any slopes or other topographic features.
F. Architectural considerations including the character, scale and quality of the design,
site layout, the architectural relationship with the site and other buildings, screening
of unsightly uses, lighting, building materials and colors and similar elements result
in a project that is harmonious with its surroundings and compatible with other
developments in the vicinity because: 1) the project provides a high degree of
design and landscaping to provide a new commercial tenant space in the
Downtown Dublin Specific Plan area; 2) the structure reflects the architectural
styles and development standards for other commercial retail projects within the
Downtown Dublin Specific Plan; 3) the architectural style, colors and materials will
be consistent and compatible with the contemporary architectural style, colors, and
materials being utilized on other projects in the immediate vicinity and more
specifically the adjacent Corrie Center office building and future Cambria Hotel; 4)
the project is utilizing traditional building forms with contemporary materials and
finishes in compliance with the design guidelines of the Downtown Dublin Specific
Plan; and 5) the size and scale of the development will be similar to other retail
buildings in the immediate project vicinity.
G. Landscape considerations, including the location, type, size, color, texture and
coverage of plant materials, and similar elements have been incorporated into the
project to ensure visual relief, adequate screening and an attractive environment for
the public because: 1) all perimeter landscaping and hardscape are proposed for
construction in accordance with the Downtown Dublin Specific Plan; 2) the project
perimeter and interior landscaping is consistent with other developments in the
vicinity and 3) the project will conform to the requirements of the City's Water
Efficient Landscape Ordinance,
H. The site has been adequately designed to ensure the proper circulation for bicyclist,
pedestrians, and automobiles because: 1) all infrastructure including streets,
sidewalks, and street lighting are proposed for construction in accordance with the
project plans and have been reviewed for safety and adequate circulation; and 2)
development of this project will include enhancement to the existing driveway from
Dublin Boulevard so that all modes of transportation are supported and ensuring
the safe use of these facilities.
BE IT FURTHER RESOLVED that the that the Planning Commission of the City of
Dublin hereby makes the following findings and determinations regarding the Conditional Use
Permit to allow for a drive-thru eating the drinking establishment and associated parking:
A. The proposed use and related structures are compatible with other land uses,
transportation and service facilities in the vicinity in that: 1) the project is located in
the Downtown Dublin Zoning District, which allows for a variety of uses including
hotels, offices, restaurants, and retail; 2) the project is the renovation of an existing
commercial building in a commercial area; and 3) the project is accessible from
existing driveways on Dublin Boulevard and Regional Street.
B. The proposed use will not adversely affect the health or safety of persons residing
or working in the vicinity, or be detrimental to the public health, safety and welfare in
that: 1) a comparable traffic and parking study was prepared by DKS for a project of
similar size, scope and location which shows that the proposed 50 parking spaces
and driveAhru queuing length for 16 cars is sufficient; 2) adequate signage will be
placed within the project site to delineate the location of the drive-thru entrance; and
3) the project, as conditioned, will result in the operation of two new commercial
tenants that do not conflict with one another.
C. It will not be injurious to property or improvements in the neighborhood in that: 1)
there is sufficient parking available to meet the greatest parking demands of all
tenants within the project; and 2) due to sufficient drive4hru queue length and on-
site parking it is not anticipated that there will be any overflow queuing or parking
that would adversely affect an adjacent use.
D. There are adequate provisions for public access, water sanitation, and public utilities
and services to ensure that the proposed use and related structures would not be
detrimental to the public health, safety and welfare in that: 1) the proposed building
is located in a developed commercial area of Downtown Dublin; 2) the project will
be served by existing public roadways including Dublin Boulevard and Regional
Street; and 3) the project will be served by existing public utilities and services
including water and sanitation.
E. The subject site is physically suitable for the type, density and intensity of the use and
related structures being proposed in that: 1) the project is located in the Downtown
Dublin Zoning District, which allows for a variety of uses including hotels, offices,
restaurants, and retail; and 2) adequate signage will be placed within the project site
to delineate the location of the drive-thru entrance and available parking areas.
F. The proposed use will not be contrary to the specific intent clauses, development
regulations, or performance standards established for the zoning district in which it is
located in that: 1) the proposed project will contribute to the vibrate commercial area
of Downtown Dublin and provide a service to the residents of the City and its visitors;
and 2) as conditioned, the proposed project will comply with the applicable
development standards and performance standards established for the Downtown
Dublin Zoning District.
G. The proposed use is consistent with the Dublin General Plan and with any applicable
Specific Plans in that: 1) the General Plan and Specific Plan Land Use designation is
Downtown Dublin — Transit -Oriented District which includes, but is not limited to,
hotels, offices, retail, restaurants, multi -family residential, and the proposed use will
not be contrary to these standards.
BE IT FURTHER RESOLVED that the Planning Commission of the City of Dublin
hereby approves the Site Development Review Permit and Conditional Use Permit for the
proposed project, subject to the conditions:
CONDITIONS OF APPROVAL:
Unless stated otherwise, all Conditions of Approval shall be complied with prior to the
issuance of building permits or establishment of use and shall be subject to Planning
Department review and approval. The following codes represent those departments/agencies
responsible for monitoring compliance of the conditions of approval. [PL.] Planning, [B]
Building, [PO] Police, [PW] Public Works [P&CS] Parks & Community Services, [ADM]
Administration/City Attorney, [FIN] Finance, [F] Alameda County Fire Department, [DSR]
Dublin San Ramon Services District, [CO] Alameda County Department of Environmental
Health, [Z7] Zone 7.
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to:
1.
Approval — Site Development Review Permit. This
Site Development Review Permit approval is for the
PL
On -going
Former Hooter's Renovation & Drive-thru Project
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to.
(PLPA-2020-00015). This approval shall be as
generally depicted and indicated on the project plans
prepared by FCGA, DesignCell, Keir + Wright and
Smith + Smith dated July 21, 2020, attached as
Exhibit A, and other plans, text, and diagrams
relating to this Site Development Review Permit,
unless modified by the Conditions of Approval
contained herein.
2•
Approval — Conditional Use Permit. This
Conditional Use Permit ("CUP" or "Permit") approval
is for a drive-thru and associated parking requirement
as part of the Former Hooter's Renovation & Drive-
thru Project (PLPA-2020-00017 and PLPA-2020-
00018). This approval shall be as generally depicted
and indicated on the site plan (DR-1.1) prepared by
PL
On -going
DesignCell Architecture included as part of the project
plans dated July 21, 2020, attached as Exhibit A,
and other plans, text, and diagrams relating to this
CUP, unless modified by the Conditions of Approval
contained herein.
3.
Permit Expiration. Construction or use shall
commence within one (1) year of the effective date of
the Site Development Review Permit/CUP or the
approval shall lapse and become null and void. If
there is a dispute as to whether the Permit has
expired, the City may hold a noticed public hearing to
One Year
determine the matter. Such a determination may be
PL
After Effective
processed concurrently with revocation proceedings
Date
in appropriate circumstances. If a Permit expires, a
new application must be made and processed
according to the requirements of the Zoning
Ordinance.
4.
Time Extension. The Community Development
Director may grant an extension of the approval for a
period not to exceed twelve (12) months, upon the
Applicant's written request prior to expiration, and the
determination that all Conditions of Approval remain
Prior to Permit
adequate and all applicable findings of approval will
PL
Expiration
continue to be met. The Director of Community
Development may grant a maximum of two
extensions of approval, and additional extensions
may be granted by the original decision maker.
5•
Compliance. Developer shall comply with the
Subdivision Map Act, the City of Dublin Subdivision
and Zoning Ordinances, City of Dublin Title 7 Public
PL, PW
On -going
Works Ordinance, which includes the Grading
Ordinance, the City of Dublin Public Works Standards
and Policies, the most current requirements of the
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to.
State Code Title 24 and the Americans with
Disabilities Act with regard to accessibility, and all
building and fire codes and ordinances in effect at the
time of building permit issuance. All public
improvements constructed by Developer and to be
dedicated to the City are hereby identified as "public
works" under Labor Code section 1771. Accordingly,
Developer, in constructing such improvements, shall
comply with the Prevailing Wage Law (Labor Code.
Sects. 1720 and following).
6.
Effective Date. This Site Development Review
Permit and CUP become effective 10 days after
approval unless appealed in accordance with Chapter
PL
On -going
8.136.
7.
Revocation of Permit. The Site Development
Review Permit/CUP approval shall be revocable for
cause in accordance with Section 8.96.020.1 of the
PL
On -going
Dublin Zoning Ordinance. Any violation of the terms
or conditions of this permit shall be subject to citation.
86
Requirements and Standard Conditions. The
Applicant/ Developer shall comply with applicable City
of Dublin Fire Prevention Bureau, Dublin Public
Works Department, Dublin Building Department,
Dublin Police Services, Alameda County Flood
Control District Zone 7, Livermore Amador Valley
Transit Authority, Alameda County Public and
Environmental Health, Dublin San Ramon Services
Building
District and the California Department of Health
Various
Permit
Services requirements and standard conditions. Prior
Issuance
to issuance of building permits or the installation of
any improvements related to this project, the
Applicant/Developer shall supply written statements
from each such agency or department, where
applicable, to the Planning Department, indicating
that all applicable conditions required have been or
will be met.
9•
Required Permits. The Applicant/Developer shall
obtain all permits required by other agencies which
may include, but are not limited to Alameda County
Environmental Health, Alameda County Flood Control
and Water Conservation District (Zone 7), California
Building
Department of Fish and Wildlife, Army Corps of
PW
Permit
Engineers, Regional Water Quality Control Board,
Issuance
Caltrans, or other regional/state agencies as required
by law, as applicable. Copies of the permits shall be
provided to the Public Works Department.
102
Fees. Applicant/Developer shall pay all applicable
Various
Grading
Permit, and
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to.a
fees in effect at the time of building permit issuance,
Building
including, but not limited to, Planning fees, Building
Permit
fees, Traffic Impact Fees, TVTC fees, Dublin San
Issuance
Ramon Services District fees, Public Facilities fees,
Dublin Unified School District School Impact fees,
Fire Facilities Impact fees, Alameda County Flood
and Water Conservation District (Zone 7) Drainage
and Water Connection fees; or any other fee that may
be adopted and applicable.
11.
Zone 7 Impervious Surface Fees. The
Applicant/Developer shall complete a "Zone 7
Impervious Surface Fee Application" and submit an
Building
accompanying exhibit for review by the Public Works
ADM
Permit
Department. Fees generated by this application will
Issuance
be due at issuance of building permit.
122
Indemnification. The Applicant/Developer shall
defend, indemnify, and hold harmless the City of
Dublin and its agents, officers, and employees from
any claim, action, or proceeding against the City of
Dublin or its agents, officers, or employees to attack,
set aside, void, or annul an approval of the City of
Dublin or its advisory agency, appeal board, Planning
Commission, City Council, Community Development
Director, Zoning Administrator, or any other
department, committee, or agency of the City to the
ADM
On -going
extent such actions are brought within the time period
required by Government Code Section 65009 or other
applicable law; provided, however, that the
Applicant's/Developer's duty to so defend, indemnify,
and hold harmless shall be subject to the City's
promptly notifying the Applicant/Developer of any said
claim, action, or proceeding and the City's full
cooperation in the defense of such actions or
proceedings.
13.
Clarification of Conditions. In the event that the
parties agree that there needs to be clarification to
the Conditions of Approval, the Director of
Community Development and the City Engineer have
the authority to clarify the intent of these Conditions of
Approval to the Developer without going to a public
hearing. The Director of Community Development
PL/PW
On -going
and the City Engineer also have the authority to make
minor modifications to these conditions without going
to a public hearing in order for the
Applicant/Developer to fulfill needed improvements or
mitigations resulting from impacts of this project.
14.
Clean-up. The Applicant/Developer shall be
PL
On -going
responsible for clean-up and disposal of project
CONDITION TEXT
RESPON,
WHEN REQ'D
AGENCY
Prior to.a
related trash to maintain a safe, clean, and litter -free
site.
15.
Modifications. Modifications or changes to this Site
Development Review Permit/CUP approval may be
considered by the Community Development Director
PL
On -going
in compliance with Chapter 8.104 of the Zoning
Ordinance.
16,
Controlling Activities. The Applicant/Developer
shall control all activities on the project site so as not
to create a nuisance to the existing or surrounding
PL
On -going
businesses and residences.
17•
Accessory Structures/Construction. The use of
any accessory structures, such as storage sheds or
trailer/container units used for storage or for any other
Establishment
purpose during construction, shall not be allowed on
PL
of Temporary
the site at any time unless a Temporary Use Permit is
Use
applied for and approved.
18•
Property Maintenance. The Applicant/Developer
and property owner shall be responsible for
maintaining the site in a clean and litter free condition
during construction and through completion. Per the
City of Dublin Non -Residential Property Maintenance
Ordinance, DMC Section 5.64.050, the Applicant/
PL
On -going
Property Owner shall maintain the building, site and
all signage in good condition and shall keep the site
clear of trash, debris and graffiti vandalism on a
regular and continuous basis.
PLANNING DIVISION - PROJECT SPECIFIC — SITE DEVELOPMENT REVIEW
19.
Equipment Screening. All electrical, fire risers
and/or mechanical equipment shall be screened from
public view. Any roof -mounted equipment shall be
Building
completely screened from view by materials
Permit
architecturally compatible with the building and to the
PL
Issuance
satisfaction of the Community Development Director.
and
The building permit plans shall show the location of
On -going
all equipment and screening for review and approval
by the Director of Community Development.
PLANNING DIVISION an PROJECT SPECIFIC — CONDITIONAL USE PERMIT
20.
If Tenant 1 is Starbucks Coffee, Tenant 2 shall not be
open during the AM peak period (7:00 a.m. to 9:00
a.m.) to avoid parking and circulation conflicts with
Tenant 1. If Tenant 1 is not Starbucks Coffee, the
hours of operation for Tenant 2 may extend to the AM
PL
On -going
peak period upon confirmation from the City's Traffic
Engineer that potential conflicts have been
addressed.
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to:
DOWNTOWN DUBLIN SPECIFIC PLAN MITIGATION MEASURES
21.
MM 3.3-1: Project applicants shall consult with a
registered geotechnical engineer to prepare a design
level geotechnical report that addresses the affects
[sic] of seismic ground shaking and includes a
quantitative evaluation of liquefaction and
liquefaction -induced lateral spreading for future
Building
development in the DDSP project area. The design
PL
Permit
level geotechnical report shall specify foundations
Issuance
and structural elements that are designed to resist
forces and potential ground settlement for liquefaction
and lateral spreading. This report shall be submitted
in conjunction with a Building Permit application.
220
MM 3.4-2: Future development or substantial
redevelopment within the project area shall prepare a
Phase I Environmental Site Assessment to determine
whether or not a particular development site contains
any hazardous materials as a result of historic
contamination within the project area subject to
review and approval by the City of Dublin. In the
Building
event that the Phase I recommends subsequent
PL
Permit
testing, the potential health risks shall be evaluated
Issuance
and a work plan prepared to remediate the soil and/or
groundwater in accordance with all applicable federal,
state, and local regulations. This assessment shall be
submitted to the City in conjunction with the Building
and Grading/Site work permit and shall be found
acceptable by the City prior to ground disturbance.
230
MM 3.5-1a: Prior to issuance of grading permit, the
project proponent shall file a Notice of Intent as
required by Regional Water Quality Control Board
regarding storm water discharges associated with
construction activities. Upon completion of
construction activities, a Notice of Termination shall
be filed.
MM 3.5-1 b: Prior to issuance of any building or
grading permits, a Storm Water Pollution Prevention
Site Work
Plan (SWPPP) shall be prepared by the project
PL/PW
(Grading)
contractors and submitted to the Regional Water
Permit
Quality Control Board for review and comment and to
the City of Dublin in conjunction with the
Building/Grading/Site work permit and shall be found
to be acceptable by the City prior to ground
disturbance. The SWPPP shall be prepared to
Regional Water Quality Control Board standards and
Alameda Countywide Clean Water Program
requirements, and shall identify erosion minimization
and control provisions, pollution detection provisions,
CONDITION TEXT
RESPON,
AGENCY
WHEN REQ'D
Prior to:
and pollution elimination/ minimization provisions
appropriate to the development project and its site for
construction and post -construction activities. The
SWPPP shall include best available technology,
engineering, and design solutions such as the use of
silt screens, hay bales, modern trash screens, energy
dissipaters, and/or absorbent devices. Stormwater
runoff water quality monitoring procedures shall be
clearly detailed in the SWPPP.
24•
MM 3.7=1a: Project applicants within the project area
shall prepare a construction noise management plan
that identifies measures to be taken to minimize
construction noise on surrounding sensitive receptors
(e.g. residential uses and schools) and includes
specific noise management measures to be included
into project plans and specifications subject to review
and approval by the City. These measures shall I
include, but not be limited to the following:
• Construction activities, including the
maintenance and warming of equipment, shall
be limited to Monday through Friday, and non -
City holidays, between the hours of 7:30 AM
and 5:30 PM except as otherwise approved by
the City Engineer.
• All construction equipment shall be equipped
with mufflers and sound control devices (e.g.,
intake silencers and noise shrouds) no less
effective than those provided on the original
Building
equipment and no equipment shall have an un-
PUPW
Permit
Issuance
muffled exhaust.
• The City shall require that the contractor
maintain and tune-up all construction
equipment to minimize noise emissions.
• Stationary equipment shall be placed so as to
maintain the greatest possible distance to the
sensitive receptors.
• All equipment servicing shall be performed so
as to maintain the greatest possible distance to
the sensitive receptors.
• The construction contractor shall provide an
on -site name and telephone number of a
contact person. In the event that construction
noise is intrusive to an educational process,
the construction liaison will revise the
construction schedule to preserve the learning
environment.
CONDITION TEXT RESPON, WHEN REQ'D
AGENCY Prior to:
• Select demolition methods to minimize
vibration, where possible (e.g., sawing
masonry into sections rather than demolishing
it by pavement breakers).
MM 3.7-1 b: Should the proposed project require off -
site import/export of fill material during construction,
trucks shall utilize a route that is least disruptive to
sensitive receptors, preferably major roadways
(Interstate 580, Interstate 680, San Ramon Road,
Dublin Boulevard, and Amador Valley Boulevard).
Construction trucks should, to the extent practical,
avoid the weekday and Saturday a.m. and p.m. peak
hours (7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00
p.m.).
LANDSCAPING
25• Final Landscape and Irrigation Plans. Final
landscape plans, irrigation system plans, tree
preservation techniques, and guarantees shall be
reviewed and approved by the Dublin Planning
Division prior to the issuance of the building permit.
All such submittals shall be reviewed and approved
by the City Engineer and the Community
Development Director. The Final Landscape Plans
shall ensure:
a. That plant material is utilized which will be
capable of healthy growth within the given range
of soil and climate.
b. That proposed landscape screening is of a height
and density so that it provides a positive visual
impact within three years from the time of Landscape
planting. PL Plan Approval
c. That unless unusual circumstances prevail, all and
Installation
trees on the site shall be a minimum of 15 gallons
in size. All trees that are on the exterior building
perimeter shall be 244ch box minimum, with at
least 30 percent at 364ch box or greater. All
shrubs shall be five gallon minimum.
d. That a plan for an automatic irrigation system be
provided which assures that all plants get
adequate water. In unusual circumstances, and if
approved by staff, a manual or quick coupler
system may be used.
e. That concrete curbing is to be used at the edges
of all planters and paving surfaces where
applicable.
f. That all cut and fill slopes conform to the
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to.2
conditions detailed in the Site Development
Review Permit packet.
g. That a guarantee from the owners or contractors
shall be required guaranteeing all shrubs and
ground cover, all trees, and the irrigation system
for one year.
h. That a permanent maintenance agreement on all
landscaping will be required from the owner
insuring regular irrigation, fertilization and weed
abatement, if applicable.
26•
Plant Clearances. All trees planted shall meet the
following clearances:
a. Six feet from the face of building walls or roof
eaves.
b. Seven feet from fire hydrants, storm drains,
Landscape
sanitary sewers and/or gas lines.
Plan Approval
c. Five feet from top of wing of driveways,
PL
and
mailboxes, water, telephone and/or electrical
Installation
mains
d. Fifteen feet from stop signs, street or curb sign
returns.
e. Fifteen feet from either side of street lights.
27•
Backflow Prevention Devices. The Landscape
Plans shall show the location of all backflow
Landscape
prevention devises. The location and screening of the
PL, PW, F
Plan Approval
backflow prevention devices shall be reviewed and
and
Installation
approved by City staff.
28.
Root Barriers and Tree Staking. The Landscape
Landscape
Plans shall provide details showing root barriers and
Plan Approval
tree staking will be installed which meet current City
PL, PW
and
specifications.
Installation
29.
Tree Composite Plan. A composite utility, lighting,
joint trench, and tree plan shall be submitted to
PL
Landscape
Plan Approval
resolve potential conflicts.
30.
Water Efficient Landscaping Ordinance. The
Applicant/Developer shall submit written
Landscape
documentation (in the form of a Landscape
Plan Approval
Documentation Package and other required
PL
and
documents) that the development conforms to the
Installation
City's Water Efficient Landscaping Ordinance.
PLANNING COMMISSION SPECIAL CONDITIONS
CONDITION TEXT
RESPON.
AGENCY
WHEN REQ'D
Prior to:
31.
One full parking space near the front entrance of
Building
Tenant 1 shall be re -purposed for bicycle racks.
Permit /
PL.
Improvement
Plan Issuance
BUILDING AND SAFETY DIVISION
32. Building Codes and Ordinances. All project Through
construction shall conform to all building codes and B Completion
ordinances in effect at the time of building permit.
33. Construction Drawings. Construction plans shall be
fully dimensioned (including building elevations)
accurately drawn (depicting all existing and proposed
conditions on site), and prepared and signed by a Issuance of
California licensed Architect or Engineer. All B Building
structural calculations shall be prepared and signed Permits
by a California licensed Architect or Engineer. The
site plan, landscape plan and details shall be
consistent with each other.
34. Building Permits. To apply for building permits,
Applicant/Developer shall submit electronic drawings
and specifications, and the number of hard copies -
as determined by the Building Official - for plan
check. Each set of plans shall have attached an
annotated copy of these Conditions of Approval. The Issuance of
notations shall clearly indicate how all Conditions of B Building
_Approval will or have been complied with. Permits
Construction plans will not be accepted without the
annotated resolutions attached to each set of plans.
Applicant/Developer will be responsible for obtaining
the approvals of all participation non -City agencies
prior to the issuance of building permits.
35. As -Built Drawings. All revisions made to the building
plans during the project shall be incorporated into an B Occupancy
"As Built" electronic file and submitted prior to the
issuance of the final occupancy.
36. Addressing (new address will be required for the
second tenant space) Prior to
1. A site plan shall be provided with the City of Release of
Dublin's address grid overlaid on the plans (1 to Addresses
30 scale). All exterior door openings shall be
highlighted on plans (front, rear, garage, etc.). B
The site plan shall include a single large format
page showing the entire project and individual
sheets for each neighborhood. Three copies on
full size sheets shall be submitted.
2. Address signage shall be provided as per the
Dublin Commercial Security Code. Prior to
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to:
3. Address will be required on all doors leading to the
Permitting
exterior of the building. Addresses shall be
illuminated and be able to be seen from the street,
four inches in height minimum.
Prior to
Occupancy
37.
Engineer Observation. The Engineer of Record
shall be retained to provide observation services for
all components of the lateral and vertical design of
Prior to
the building, including nailing, hold-downs, straps,
B
Scheduling
shear, roof diaphragm and structural frame of
the Final
building. A written report shall be submitted to the
Frame
City Inspector prior to scheduling the final frame
Inspection
inspection.
38.
Foundation. Geotechnical Engineer for the soils
Prior to Permit
report shall review and approve the foundation
B
Issuance
design. A letter shall be submitted to the Building
Division on the approval.
39.
CASp Reports. Applicant shall obtain the services of
a Certified Access Specialist for the review of the
construction drawings and inspections for the building
Prior to
interior and site exterior. A written report shall be
B
Permitting and
submitted to the City prior to approval of the permit
Occupancy
application. Additionally, a written report shall be
submitted to the City Building Inspector prior to
scheduling the final inspection.
40.
Change of Occupancy Permit. Per California
Existing Building Code 2019 Section 407.4: "When a
change of occupancy results in a structure being
reclassified to a higher risk category, the structure
shall conform to the seismic requirements for a new
structure of the higher risk category".
The evaluation of the vertical load carrying systems is
B
Prior to Permit
not dependent upon the change of occupancy and is
Issuance
typically done as part of the proposed work as
required.
A complete building analysis showing how the
proposed building design relates to mixed -use
occupancies (separated vs. non -separated uses)
shall be submitted per CBC Section 508.
41.
Air Conditioning Units. Air conditioning units and
Occupancy of
ventilation ducts shall be screened from public view
B
Building
with materials compatible to the main building.
42•
Plumbing Fixture Count. The plumbing fixture
Prior to
count (e.g., water closets, lavatories, urinals, drinking
B
Permitting
fountains) shall meet the minimum requirements for
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to:
the use as regulated by the CA Plumbing Code.
43.
Solar Zone — CA Energy Code. The location of the
Solar Zone shall be shown on the roof or site plan.
Detail the orientation of the Solar Zone. This
Through
condition of approval will be waived if the project
B
Completion
meets the exceptions provided in the CA Energy
Code.
44.
Accessible Parking. The required number of
parking stalls, the design and location of the
Through
accessible parking stalls shall be as required by the
B
Completion
CA Building Code, Chapter 11-B.
45.
Green Parking. The design and number of clean air/
Through
EV ready stalls shall be as required by the CA Green
B
Building Standards Code.
Completion
46.
Retaining Walls. All retaining walls over 30 inches in
height and in a walkway shall be provided with
Through
guardrails. All retaining walls with a surcharge or
B
over 36 inches in height shall obtain permits and
Completion
inspections from the Building & Safety Division,
47•
Alquist-Priola Earthquake Fault Zone. The building
and addition are located within the Alquist-Priola
Prior to
special study area. All required documentation shall
B
Permitting
be submitted.
48.
Temporary Fencing. Temporary construction
Through
fencing shall be installed along perimeter of all
B
exterior work under construction
Completion
49.
Fire Sprinklers. Addition and existing building shall
Prior to
have fire sprinklers installed throughout the building.
B' F
Occupancy
FIRE DEPARTMENT
50.
Fire Access During Construction.
a) Fire Access. Access roads, turnaround, pullouts,
and fire operation areas are fire lanes and shall be
maintained clear and free of obstructions,
including the parking of vehicles.
b) Entrances. Entrances to job sites shall not be
blocked, including after hours, other than by
Approval of
approved gates/barriers that provide for
F
Improvement
emergency access.
Plans
c) Site Utilities. Site utilities that would require the
access road to be dug up or made impassible
shall be installed prior to construction
commencing.
d) Entrance flare, angle of departure, width, turning
radii, grades, turnaround, vertical clearances, road
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to:
surface, bridges/crossings, gates/key-switch,
within a 150400t distance to fire lane shall be
maintained.
e) Personnel Access. Route width, slope, surface
and obstructions must be considered for the
approved route to furthermost portion of the
exterior wall.
f) All -Weather Access. Fire access is required to
be all-weather access. Show on the plans the
location of the all-weather access and a
description of the construction. Access roads must
be designed to support the imposed loads of fire
apparatus.
51.
Fire Extinguishers.
Extinguishers shall be visible and unobstructed.
Signage shall be provided to indicate fire extinguisher
locations. The number and location of extinguishers
shall be shown on the plans. Additional fire
Building
extinguishers maybe required by the fire inspector.
F
Permit
Fire extinguisher shall meet a minimum classification
Issuance
of 2A 1013C. Extinguishers weighing 40 pounds or
less shall be mounted no higher than five feet above
the floor measured to the top of the extinguisher.
Extinguishers shall be inspected monthly and
serviced by a licensed concern annually.
52•
FD Building Key Box. A Fire Department Key Box
shall be installed at the main entrance to the building.
Note these locations on the plans. The key box
should be installed approximately 5 1/2 feet above
grade. The box shall be sized to hold the master key
to the facility as well as keys for rooms not accessible
During
by the master key. Specialty keys, such as the fire
F
alarm control box key and elevator control keys shall
Construction
also be installed in the box.
The key box door and necessary keys are to be
provided to the fire inspector upon the final
inspection. The inspector will then lock the keys into
the box.
53.
Means of Egress. Exit signs shall be visible and
illuminated with emergency lighting when building is
F
Occupancy
occupied.
54.
Main Entrance Hardware Exception.
It is recommended that all doors be provided with exit
F
Occupancy
hardware that allows exiting from the egress side
even when the door is in the locked condition.
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to.
However, an exception for A-3, B, F, M, S
occupancies and all churches does allow key -locking
hardware (no thumb -turns) on the main exit when the
main exit consists of a single door or pair of doors.
When unlocked the single door or both leaves of a
pair of doors must be free to swing without operation
of any latching device. A readily visible, durable sign
on or just above the door stating "This door to
remain unlocked whenever the building is
occupied" shall be provided. The sign shall be in
letters not less than 1 inch high on a contrasting
background. This use of this exception may be
revoked for cause.
55.
Interior Finish. Wall and ceiling interior finish
material shall meet the requirements of Chapter 8 of
the California Fire Code. Interior finishes will be field
verified upon final inspection. If the product is not field
marked and the marking visible for inspection,
F
Occupancy
maintain the products cut -sheets and packaging that
show proof of the products flammability and flame.
spread ratings. Decorative materials shall be fire
retardant.
56.
General Inspection. Upon inspection of the work for
Occupancy
which this submittal was provided, a general
F
inspection of the business and site will be conducted.
570
Addressing. Addressing shall be illuminated or in an
illuminated area. The address characters shall be
contrasting to their background. If address is placed
on glass, the numbers shall be on the exterior of the
glass and a contrasting background placed behind
the numbers.
Building Address. The building shall be provided
with all addresses or the assigned address range so
as to be clearly visible from either direction of travel
on the street the address references. The address
characters shall not be less than 5 inches in height by
F
Occupancy
14ch stroke. Larger sizes may be necessary
depending on the setbacks and visibility.
Multi -Tenants. Where a building has multiple
tenants, address shall also be provided near the main
entrance door of each tenant space. The address
shall be high enough on the building to be clearly
visible from the driveway, street or parking area it
faces even when vehicles are parked in front of the
tenant space. The address shall not be less than 5-
inches in height with a Y2-inch stroke.
CONDITION TEXT
RESPON,
WHEN REQ'D
AGENCY
Prior to:
58•
Fire Safety During Construction and Demolition
a) Clearance to combustibles from temporary heating
devices shall be maintained. Devices shall be
fixed in place and protected from damage,
dislodgement or overturning in accordance with
the manufacturer's instructions.
b) Smoking shall be prohibited except in approved
areas. Signs shall be posted "NO SMOKING" in a
F
Occupancy
conspicuous location in each structure or location
in which smoking is prohibited.
c) Combustible debris, rubbish and waste material
shall be removed from buildings at the end of each
shift of work.
d) Flammable and combustible liquid storage areas
shall be maintained clear of combustible
vegetation and waste materials.
DUBLIN SAN RAMON SERVICES DISTRICT
59•
Complete improvement plans shall be submitted to
DSRSD that conform to the requirements of the
Dublin San Ramon Services District Code, the
Issuance of
DSRSD "Standard Procedures, Specifications and
DSRSD
Building
Drawings for Design and Installation of Water and
Permits
Wastewater Facilities," all applicable DSRSD Master
Plans and all DSRSD policies.
60.
Planning and review fees, inspection fees, and fees
associated with a wastewater discharge permit shall
be paid to DSRSD in accordance with the rates and
schedules and at time of payment as established in
Issuance of
the DSRSD Code. Planning and review fees are due
Building
after the 1st submittal of plans. Construction Permit
DSRSD
Permit or
and Inspection Fees are due prior to the issuance of
Improvement
Plans
a Construction Permit, Capacity Reserve Fees are
due before the water meter can be set or the
connection to the sewer system.
61.
The locations and widths of all proposed easement
Issuance of
dedications for water and sewer lines shall be
DSRSD
Improvement
submitted to and approved by DSRSD.
Plans
62•
All easement dedications for DSRSD facilities shall
be by separate instrument irrevocably offered to
DSRSD or by offer of dedication on the Final Map.
Formal
Prior to approval by the City for Recordation, the Final
DSRSD
Acceptance
Map shall be submitted to and approved by DSRSD
for easement locations, widths, and restrictions.
63.
Water and sewer mains shall be located in public
Issuance of
streets rather than in off-street locations to the fullest
DSRSD
Improvement
extent possible. If unavoidable, then sewer or water
Plans
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to:
easements must be established over the alignment of
each sewer or water main in an off-street or private
street location to provide access for future
maintenance and/or replacement.
64.
Domestic and fire protection waterline systems for
commercial developments shall be designed to be
looped or interconnected to avoid dead end sections
Issuance of
in accordance with requirements of the DSRSD
DSRSD
Improvement
Standard Specifications and sound engineering
Plans
practice.
65.
Sewers shall be designed to operate by gravity flow
to DSRSD's existing sanitary sewer system.
Pumping of sewage is discouraged and may only be
allowed under extreme circumstances following a
case by case review with DSRSD staff. Any pumping
station will require specific review and approval by
Issuance of
DSRSD of preliminary design reports, design criteria,
DSRSD
Improvement
and final plans and specifications. The DSRSD
Plans
reserves the right to require payment of present worth
20-year maintenance costs as well as other
conditions within a separate agreement with the
applicant for any project that requires a pumping
station.
66.
This project will be analyzed by DSRSD to determine
if it represents additional water and/or sewer capacity
demands on the District. Applicant will be required to
pay all incremental capacity reserve fees for water
and sewer services as required by the project
Issuance of
demands. All capacity reserve fees must be paid prior
DSRSD
Building
to installation of a water meter for water. If a water
Permit
meter is not required, the capacity reserve fee shall
be paid prior to issuance of a building permit. The
District may not approve the building permit until
capacity reserve fees are paid.
67•
No sewer line or waterline construction shall be
permitted unless the proper utility construction permit
Issuance of
has been issued by DSRSD. A construction permit
DSRSD
any
will only be issued after all of the items in the
Construction
condition immediately above have been satisfied.
Permit
68.
Above ground backflow prevention devices/double
detector check valves shall be installed on fire
protection systems connected to the DSRSD water
Issuance of
main. The Applicant shall collaborate with the Fire
DSRSD
Improvement
Department and with DSRSD to size and configure its
Plans
fire system.
69.
Any proposed irrigation for this project shall be
DSRSD
Issuance of
designed for and connected to potable water. Unless
Improvement
CONDITION TEXT
RESPON,
WHEN REQ'D
AGENCY
Prior to:
explicitly stated otherwise by DSRSD, recycled water
Plans
irrigation is unavailable for use for this project per
DERWA recycled water moratorium Resolution No.
19-3 dated 3/24/2019.
70.
Offsite easements for connection to DSRSD water
facilities may be required. The applicant shall be
responsible for acquiring all necessary offsite
Issuance of
easements and constructing necessary offsite water
DSRSD
Improvement
Plans
mains in conformance with all DSRSD requirements.
Easements for new water services may be required.
71 •
A private sanitary sewer easement between property
owners is required to be submitted to DSRSD for the
portion of the six-inch sewer lateral which crosses
into two separate parcels, per the new lot lines from
the lot line adjustment at this location. This easement
Issuance of
is to ensure that access will be allowed in perpetuity
DSRSD
Improvement
Plans
to the owner of the sewer lateral if any repairs or
alterations are required, regardless of which side of
the property line it occurs. Permitting staff can assist
with this requirement.
72•
If trash enclosures are required to drain to the
sanitary sewer system, grease interceptors shall be
installed within the trash enclosure area. The trash
Issuance of
enclosure shall be roofed and graded to minimize
DSRSD
Improvement
Plans
rainwater or stormwater from entering the trash
enclosure.
73•
The existing grease interceptor may need to be
relocated based on the proposed new footprint of the
Issuance of
building. Any relocation shall be done per DSRSD
DSRSD
Improvement
Plans
Standard Specifications, Drawings and Procedures.
PUBLIC
WORKS
GENERAL
CONDITIONS
74.
Conditions of Approval. Applicant/Developer shall
comply with the City of Dublin Public Works Standard
Conditions of Approval contained below ("Standard
PW
On -going
Condition") unless specifically modified by Project
Specific Conditions of Approval below.
750
Clarifications and Changes to the Conditions. In
the event that the parties agree that there needs to be
clarification to these Conditions of Approval, the City
Engineer has the authority to clarify the intent of
these Conditions of Approval to the
Applicant/Developer without going to a public hearing.
PW
On -going
The City Engineer also has the authority to make
minor modifications to these conditions without going
to a public hearing in order for the
Applicant/Developer to fulfill needed improvements or
mitigations resulting from impacts of this project.
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to.
PUBLIC WORKS — AGREEMENTS
76.
Storm Water Treatment Measures Maintenance
Agreement. Applicant/Developer shall enter into an
Agreement with the City of Dublin that guarantees the
property owner's perpetual maintenance obligation for
all stormwater treatment measures installed as part of
the project, including those on -site and within the
public Rights of Way. Said Agreement is required
Building
pursuant to Provision C.3 of the Municipal Regional
PW
Permit
Stormwater NPDES Permit, Order No. R2-2009-
Issuance
0074. Said permit requires the City to provide
verification and assurance that all treatment devices
will be properly operated and maintained. The
Agreement shall be recorded against the property
and shall run with the land.
PUBLIC WORKS — PERMITS AND BONDS
77•
Encroachment Permit. Applicant/Developer shall
obtain an Encroachment Permit from the Public
Works Department for all construction activity within
the public right-of-way. At the discretion of the City
PW
Permit
Engineer an encroachment permit for work
Issuance
specifically included in an Improvement Agreement
may not be required.
78.
Grading and/or Sitework Permit.
Applicant/Developer shall obtain a Grading Permit
from the Public Works Department for all grading.
Applicant/Developer shall obtain a Sitework Permit
PW
Permit
from the Public Works Department for all sitework. A
Issuance
separate grading permit is not necessary if grading
will be included in the sitework permit submittal.
79.
Security. Applicant/Developer shall provide faithful
performance security to guarantee the improvements,
as determined by the City Engineer (Note: The
performance security shall remain in effect until one
year after final inspection). If security has already
Permit
been provided for the Office Building project (PLPA-
PW
Issuance
2019-00019) at the time of permit issuance for this
project, then security for this project shall not be
redundant with the scope of the Office Building
project.
80.
Permits from Other Agencies. Applicant/Developer
shall obtain all permits and/or approvals required by
other agencies including, but not limited to:
Permit
• Army Corps of Engineers
PW
Issuance
• US Fish and Wildlife
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to:
a Regional Water Quality Control Board
0 Federal Emergency Management Agency
0 California Department of Fish and Wildlife
• California Dept. of Transportation (Caltrans)
• Bay Area Rapid Transit (BART)
• Live rmore-Amador Valley Transit Authority
(LAVTA)
• Tri-Valley-San Joaquin Valley Regional Rail
Authority
0 Dublin San Ramon Services District (DSRSD)
• Alameda County Flood Control and Water
Conservation District Zone 7 (Zone 7)
PUBLIC
WORKS — SUBMITTALS
81 •
Improvement Plan Submittal Requirements. All
submittals of plans shall comply with the
r`
requirements of the "City of Dublin Public Works
Department Improvement Plan Submittal
Requirements", the "City of Dublin Improvement Plan
Review Check List," and current Public Works and
Grading or
industry standards. A complete submittal of
PW
Sitework
improvement plans shall include all civil
Permit
improvements, joint trench, street lighting and on -site
Issuance
safety lighting, landscape plans, and all associated
documents as required. Applicant/Developer shall
not piecemeal the submittal by submitting various
components separately.
82.
Improvement Plan Requirements from Other
Agencies. Applicant/Developer will be responsible for
Grading or
submittals and reviews to obtain the approvals of all
Sitework
participating non -City agencies, including but not
PW
Permit
limited to: the Alameda County Fire Department and
Issuance
the Dublin San Ramon Services District.
83•
Composite Exhibit. Construction plan set shall
A
nclude a Composite Exhibit showing all site
Grading or
improvements, utilities, landscaping improvements
Sitework
and trees, etc. to be constructed to ensure that there
PW
Permit
are no conflicts among the proposed and existing
Issuance
improvements.
84•
Geotechnical Report. Applicant/Developer shall
submit a Design Level Geotechnical Report for the
Grading or
property owned by Applicant/Developer, grading and
PW
Sitework
additional information and/or clarifications as
Permit
determined by the City Engineer.
Issuance
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to:
85.
Ownership and Maintenance of Improvements.
Applicant/Developer shall submit an Ownership and
Grading or
Maintenance Exhibit for review and approval by
Sitework
Planning Division and Public Works Department.
PL PW
Permit
Terms of maintenance are subject to review and
Issuance
approval by the City Engineer.
86•
Building Pads, Slopes and Walls.
Applicant/Developer shall provide the Public Works
Department with a letter from a registered civil
engineer or surveyor stating that the building pads
Acceptance of
have been graded to within 0.1 feet of the grades
PW
Improvements
shown on the approved Grading Plans, and that the
top and toe of banks and retaining walls are at the
locations shown on the approved Grading Plans.
87.
Approved Plan Files. Applicant/Developer shall
provide the Public Works Department a PDF format
file of approved site plans, including grading,
PW
Acceptance of
improvement, landscaping & irrigation, joint trench
Improvements
and lighting.
88.
Master Files. Applicant/Developer shall provide the
Public Works Department a digital vectorized file of
the "master" files for the project, in a format
acceptable to the City Engineer. Digital raster copies
are not acceptable. The digital vectorized files shall
be in AutoCAD 14 or higher drawing format. All
PW
Acceptance of
objects and entities in layers shall be colored by layer
Improvements
and named in English. All submitted drawings shall
use the Global Coordinate System of USA, California,
NAD 83 California State Plane, Zone III, and U.S.
foot.
PUBLIC WORKS - PARCEL MAP, EASEMENTS AND ACCESS RIGHTS
89.
Emergency Vehicle Access Easements. The
Applicant/Developer shall dedicate Emergency
Vehicle Access Easements (EVAE) over the clear
PW
Acceptance of
pavement width of all drive aisles as required by the
Improvements
Alameda County Fire Department and City Engineer.
90.
Granting of Easements. Applicant/Developer shall
be responsible for granting all on -site utility
easements between parcels owned by
Applicant/Developer. The Applicant/Developer shall
Acceptance of
prepare all required documentation for the granting of
PW
Improvements
all easements on -site. The easements and/or rights -
of -entry shall be in writing and copies furnished to the
Public Works Department.
91 •
Approval by Others. The Applicant/Developer will
Grading or
be responsible for submittals and reviews to obtain
PW
Sitework
Permit
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to.
the approvals of all applicable non -City agencies.
Issuance
PUBLIC WORKS - GRADING
92.
Grading Plan. The Grading Plan shall be in
conformance with the recommendation of the
Geotechnical Report for the property owned by
Grading or
Applicant/Developer, the approved Site Development
Sitework
Review Permit and the City design standards and
PW
Permit
ordinances. In case of conflict between the soil
Issuance
engineer's recommendation and the City ordinances,
the City Engineer shall determine which shall apply.
93•
Geotechnical Engineer Review and Approval. The
Project Geotechnical Engineer shall be retained to
Grading or
review all final grading plans and specifications. The
PW
Sitework
Project Geotechnical Engineer shall approve all
Permit
grading plans prior to City approval.
Issuance
94•
Grading Off -Haul. The disposal site and haul truck
route for any off -haul dirt materials shall be subject to
the review and approval by the City Engineer prior to
the issuance of a grading permit. If the Developer
Grading or
does not own the parcel on which the proposed
Sitework
disposal site is located, the AppIicant/Develope r shall
PW
Permit
provide the City with a Letter of Consent signed by
Issuance
the current owner, approving the placement of off -
haul material on their parcel. A Grading Plan may be
required for the placement of the off -haul material.
95•
Erosion Control Plan. A detailed Erosion and
Sediment Control Plan shall be included with the
Grading or
Grading Plan submittal. The plan shall include
PW
Sitework
detailed design, location, and maintenance criteria of
Permit
all erosion and sedimentation control measures.
Issuance
96•
Demolition Plan. The Applicant/Developer's Civil
Engineer shall prepare a demolition plan for the
project, which shall be submitted concurrent with the
improvement plan package. The demolition plan
shall address the following:
0 Pavement demolition, including streetlights and
Grading or
landscaped median islands.
PW
Sitework
Permit
• Landscaping and irrigation
Issuance
0 Fencing to be removed and fencing to remain
• Any items to be saved in place and or protected,
such as trees, water meters, sewer cleanouts,
drainage inlets or backflow prevention devices.
PUBLIC
WORKS - STORM DRAINAGE AND OTHER UTILITIES
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to:
97.
On -Site Storm Drain System. Storm drainage for
the 10-year storm event shall be collected on -site and
conveyed through storm drains to the public storm
Grading or
drain system. Show the size and location of existing
Sitework
and proposed storm drains and catch basins on the
PW
Permit
site plan. Show the size and location of public storm
Issuance
drain lines and the points of connection for the on -site
storm drain system.
98.
Hydrology and Hydraulics. Developer shall submit
hydrology and hydraulic calculations for review and
Grading or
approval. Construction plan set shall show grate,
Sitework
invert and hydraulic grade line information at all storm
PW
Permit
drain structures, slope and design flow at all storm
Issuance
drain pipes.
99.
Drainage. Runoff from roofs, including the trash
enclosure, shall be collected by roof drains and
Grading or
drained to landscape areas. The Applicant shall
PW
Sitework
provide in lieu treatment for all new roof impervious
Permit
surfaces created not being treated.
Issuance
100.
Storm Drain Easements. Private storm drain
easements and maintenance roads shall be provided
for all private storm drains or ditches that are located
Grading or
on private property. The Applicant/Developer shall be
Sitework
responsible for the acquisition of all storm drain
PW
Permit
easements from offsite property owners which are
Issuance
required for the connection and maintenance of all
offsite storm drainage improvements.
101.
Storm Drain Inlet Markers. All public and private
storm drain inlets must be marked with storm drain
markers that read: "No dumping, drains to creek," and
Acceptance of
a note shall be shown on the improvement plans.
PW
Improvements
The markers may be purchased from the Public Work
Department.
102.
Fire Hydrants. Fire hydrant locations shall be
approved by the Alameda County Fire Department. A
raised reflector blue traffic marker shall be installed in
PW
Acceptance of
the street opposite each hydrant and shown on the
Improvements
signing and striping plan.
103.
Dry Utilities. Applicant/Developer shall construct
gas, electric, telephone, cable TV, and
Certificate of
communication improvements as necessary to serve
PW
Occupancy or
the project and the future adjacent parcels as
Acceptance of
approved by the City Engineer and the various Public
Improvements
Utility agencies.
104.
Dry Utility Locations. All electric, telephone, cable
Certificate of
TV, and communications utilities, shall be placed
PW
Occupancy or
underground in accordance with the City policies and
Acceptance of
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to.
ordinances. All utilities shall be located and provided
Improvements
within public utility easements or public services
easements and sized to meet utility company
standards.
105.
Utility Vaults and Boxes. All utility vaults, boxes,
and structures, unless specifically approved
otherwise by the City Engineer, shall be underground
and placed in landscaped areas and screened from
Certificate of
public view. Landscape drawings shall be submitted
Occupancy or
to the City showing the location of all utility vaults,
PW
Acceptance of
boxes, and structures and adjacent landscape
Improvements
features and plantings. The Joint Trench Plans shall
be submitted along with the grading and/or
improvement plans.
PUBLIC WORKS - CONSTRUCTION
106.
Public Improvements. The public improvements
shall be constructed generally as shown on the Site
Grading
Development Review. However, the approval of the
Permit or
Site Development Review is not an approval of the
PW
Encroachment
specific design of the drainage, traffic circulation,
Permit
parking, stormwater treatment, sidewalks and street
Issuance
improvements.
107.
Public Improvement Conformance. All public
Grading
improvements shall conform to the City of Dublin
Permit or
Standard Plans, current practices, and design
PW
Encroachment
Permit
requirements and as approved by the City Engineer.
Issuance
108.
Visibility Triangle. All improvements within the sight
Grading
visibility triangle at all intersections, including but not
Permit or
limited to walls and landscaping, shall be a maximum
PW
Encroachment
height of 30 inches from the roadway surface
Permit
elevation at the nearest lane.
Issuance
PUBLIC WORKS = CONSTRUCTION
109.
Erosion Control Implementation. The Erosion and
Sediment Control Plan shall be implemented between
October 1st and April 30th unless otherwise allowed
in writing by the City Engineer. The
Start of
Applicant/Developer will be responsible for
PW
Construction
maintaining erosion and sediment control measures
and On -going
for one year following the City's acceptance of the
improvements.
110.
Archaeological Finds. If archaeological materials
are encountered during construction, construction
Start of
within 100 feet of these materials shall be halted until
PW
Construction
a professional Archaeologist certified by the Society
and On -going
of California Archaeology (SCA) or the Society of
Professional Archaeology SOPA) has had an
CONDITION TEXT
RESPON,
WHEN REQ'D
AGENCY
Prior to.ff
opportunity to evaluate the significance of the find
and suggest appropriate mitigation measures.
111.
Construction Activities. Construction activities,
including the idling, maintenance, and warming up of
equipment, shall be limited to Monday through Friday,
and non -City holidays, between the hours of 7:30
a.m. and 6:00 p.m. except as otherwise approved by
Start of
the City Engineer. Extended hours or Saturday work
PW
Construction
will be considered by the City Engineer on a case -by-
and On -going
case basis. Note that the construction hours of
operation within the public right-of-way are more
restrictive.
112.
Temporary Fencing. Temporary construction
fencing shall be installed along the construction work
perimeter to separate the construction area from the
public. All construction activities shall be confined
Start of
within the fenced area. Construction materials and/or
PW
Construction
equipment shall not be operated/stored outside of the
and On -going
fenced area or within the public right-of-way unless
approved in advance by the City Engineer,
113.
Construction Noise Management Plan.
Applicant/Developer shall prepare a construction
noise management plan that identifies measures to
minimize construction noise on surrounding
Start of
developed properties. The plan shall include hours of
Construction
construction operation, use of mufflers on
PW
and On -going
construction equipment, speed limit for construction
as needed
traffic, haul routes and identify a noise monitor.
Specific noise management measures shall be
provided prior to project construction.
114.
Traffic Control Plan. Closing of any existing public
right of way pedestrian pathway and/or sidewalk
Start of
during construction shall be implemented through a
Construction
City -approved Traffic Control Plan and shall be done
PW
and On -going
with the goal of minimizing the impact on pedestrian
as needed
circulation.
115.
Construction Traffic Interface Plan.
Applicant/Developer shall prepare a plan for
Start of
Construction;
construction traffic interface with public traffic on any
Implementatio
existing public street. Construction traffic and parking
PW
n, and On -
may be subject to specific requirements by the City
going as
Engineer.
needed
116.
Pest Control. Applicant/Developer shall be
responsible for controlling any rodent, mosquito, or
PW
On -going
other pest problem due to construction activities.
117.
Construction Traffic and Parking. All construction-
PW
related parking shall be off City -owned streets in an
Start of
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to.
area provided by the Applicant/Developer.
Construction
Construction traffic and parking shall be provided in a
and On -going
manner approved by the City Engineer.
118.
Dust Control/Street Sweeping. The
Applicant/Developer shall provide adequate dust
control measures at all times during the grading and
hauling operations. All trucks hauling export and
import materials shall be provided with tarp cover at
Start of
all times. Spillage of haul materials and mud -tracking
PW
Construction
on the haul routes shall be prevented at all times. The
and On -going
Applicant/Developer shall be responsible for
sweeping of streets within, surrounding and adjacent
to the project if it is determined that the tracking or
accumulation of material on the streets is due to its
construction activities.
PUBLIC WORKS = EROSION CONTROL AND STORMWATER QUALITY
119.
Stormwater Treatment. Consistent with Provision
C.3 of the Municipal Regional Stormwater NPDES
Permit (MRP) Order No. R2-2015-0049, the
Grading or
Applicant/Developer shall submit documentation
Sitework
including construction drawings demonstrating all
PW
Permit
stormwater treatment measures and
Issuance
hydromodification requirements as applicable are
met.
120.
NOI and SWPPP. Prior to any clearing or grading,
Applicant/Developer shall provide the City evidence
that a Notice of Intent (NOI) has been sent to the
California State Water Resources Control Board per
Start of Any
the requirements of the NPDES. A copy of the Storm
PW
Construction
Water Pollution Prevention Plan (SWPPP) shall be
Activities
provided to the Public Works Department and be kept
at the construction site.
121.
SWPPP. The Storm Water Pollution Prevention Plan
(SWPPP) shall identify the Best Management
SWPPP to be
Practices (BMPs) appropriate to the project
Prepared Prior
construction activities. The SWPPP shall include the
to Grading
erosion and sediment control measures in
Permit
accordance with the regulations outlined in the most
Issuance;
current version of the Association of Bay Area
PW
Implementatio
Governments (ABAG) Erosion and Sediment Control
n Prior to Start
Handbook or State Construction Best Management
of
Practices Handbook. The Applicant/Developer is
Construction
responsible for ensuring that all contractors
and On -going
implement all storm water pollution prevention
as needed
measures in the SWPPP.
122•
Stormwater Management Plan. A final Stormwater
PW
Grading,
Management Plan shall be submitted for review and
Sitework, or
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to.a
approval by the City Engineer. Approval is subject to
Building
the Applicant/Developer providing the necessary
Permit
plans, details, and calculations that demonstrate the
Issuance
plan complies with the standards issued by the San
Francisco Bay Regional Water Quality Control Board
and Alameda Countywide Clean Water Program,
123.
Trash Capture. Specific information is required on
Grading
the construction plan set demonstrating how MRP
Permit,
Provision C.10 (trash capture) requirements are met.
Sitework
Trash capture devices to be used shall be listed and
PW
Permit, or
BuildingPermit
details shown on plans.
Issuance
PUBLIC WORKS — ON -SITE IMPROVEMENTS
124.
Drive Aisle Width. The parking lot aisles shall be a
Grading
minimum of 24 feet wide to allow for adequate on -site
or
Sitework
vehicle circulation for cars, trucks, and emergency
PW
Permit
vehicles.
Issuance
125.
Vehicle Parking. All on -site vehicle parking spaces
shall conform to the following, as generally shown in
Exhibit A:
a. All parking spaces shall be double striped using
four -inch white lines set two feet apart in
accordance with City Standards and DMC
8.76.070.A.170
b. Twelve -inch -wide concrete step -out curbs shall be
constructed at each parking space where one or
both sides abut a landscaped area or planter.
Grading
c. Where wheel stops are shown, individual six feet
Permit
long wheel stops shall be provided within each
PW
Issuance/
parking space in accordance with City Standards.
Sitework
Permit
d. A minimum two -foot radius shall be provided at
curb returns and curb intersections where
applicable.
e. Parking stalls next to walls, fences and
obstructions to vehicle door opening shall be an
additional four feet in width per DMC
8.76.070.A.16.
f. Landscaped strips adjacent to parking stalls shall
be unobstructed in order to allow for a minimum
two -foot vehicular overhang at front of vehicles.
126.
Onsite Signing and Striping Plan. A Traffic Signing
Grading
and Striping Plan showing all proposed signing and
Permit
striping within on -site parking lots and drive aisles,
PW
Issuance/
shall be submitted for review and approval by the City
Sitework
Permit
CONDITION TEXT
RESPON.
WHEN REQ'D
AGENCY
Prior to:
Engineer.
127.
Photometrics. The Applicant/Developer shall
provide a complete photometrics plan for both onsite
and frontage roadways. Include the complete data on
Grading
photometrics, including the High, Average and
Permit or
Minimum values for illuminance and uniformity ratio.
PW
Encroachment
Permit
Surface light levels at the parking lot shall be 1-foot
Issuance
candle minimum in conformance with Dublin
Municipal Code.
128.
Project Signs. All proposed project monument
signs shall be placed on private property. Signs
should be located outside of any easement areas
Grading
Permit
unless specifically approved by the City Engineer.
PW
Issuance/
Any signage allowed to be located in an easement is
Sitework
subject to removal and replacement at the expense of
Permit
the Developer/property owner if required by the
easement holder.
PUBLIC WORKS — SPECIAL CONDITIONS — SITE DEVELOPMENT REVIEW
129•
Trash Enclosure. The trash enclosure shall meet all
of the requirements set forth within the Dublin
Municipal Code Section 7.98, including but not limited
to providing sewer and water hook-ups. The
Grading,
improvement plans and/or building permit plans shall
Sitework, or
show additional information demonstrating these
PW
Building
Permit
requirements are met. A pedestrian accessible path
Issuance
of travel shall be provided for employees from the
building to the trash enclosure in conformance with
current accessibility requirements.
130.
Drive Aisle Condition. Applicant/Developer shall
evaluate the existing condition of the drive aisle and
Grading,
remove/replace damaged and hazardous pavement
Sitework, or
within the Project site and access easements..1 The.
PW
Building
Permit
final pavement condition shall be subject to the City
Issuance
Engineer approval.
PUBLIC WORKS — SPECIAL CONDITIONS — CONDITIONAL USE PERMIT
131.
Extended Height Curbs. Pedestrian edge protection
Approval of
shall be provided in areas where pavement abuts
PW
Improvement
curb heights exceeding standard curb heights.
Plans
132•
Parking Lot Pavement. Asphalt pavement section
at parking lot shall be per the recommendations set
forth by the Geotechnical Engineer, subject to review
Approval of
and approval by the Public Works Department, and
PW
Improvement
Plans
shall be a minimum of 4" asphalt concrete in
conformance with Dublin Municipal Code,
133.
Three Stream Sorting. Businesses providing an
PW
Grading
CONDITION TEXT
RESPON,
WHEN REQ'D
AGENCY
Prior to:
outside eating location shall provide 3-stream sorting,
Permit,
not just trash, in conformance with Dublin Municipal
Sitework
Code Section 7,98,120,
Permit, or
Building
Permit
Issuance
134.
Waste Enclosure. The waste enclosure shall meet
all of the requirements set forth within the Dublin
Municipal Code Section 7.98.
a. The improvement plans and/or building permit
plans shall show additional information
Grading
Permit,
demonstrating these requirements are met.
Sitework
b. A pedestrian accessible path of travel shall be
PW
Permit, or
provided for employees from the building to the
Building
waste enclosure in conformance with current
Permit
Issuance
accessibility requirements.
c. Trash enclosure design shall be in conformance
with Alameda County Health requirements,
including hose bib at the enclosure.
135.
Irrigation at Stormwater Treatment Area. Use of
subsurface drip irrigation at biotreatment area is
PW
Approval of
Improvement
subject to review and approval by the Public Works
Plans
Department.
136.
Landscape Areas.
a. Grading and drainage in landscape areas shall be
such that runoff does drain onto adjacent
Approval of
pavement.
PW
Improvement
Plans
b. Landscape and irrigation shall be such to allow for
two -foot vehicular overhang adjacent to parking
stalls.
137.
Existing Easement. There is an existing Alameda
County Flood Control and Water Conservation District
(Flood Control District) easement on the subject
property. Applicant or Planner shall ensure that the
PW
Approval of
Improvement
Flood Control District has an opportunity to review the
Plans
proposed project for any impacts to their existing
easement and access to it (i.e., trees and other
landscaping features).
138.
Street Trees. The existing trees along Dublin
Boulevard shall be evaluated prior to occupancy, and
PW
Occupancy
the applicant may be required to remove/replace the
street trees.
139.
Tree Wells. If not already completed with adjacent
Corrie Office Building project, Applicant/Developer
PW
Occupancy
shall remove and replace damaged, hazardous, or
nonstandard tree wells along project frontage on
CONDITION TEXT
RESPON,
WHEN REQ'D
AGENCY
Prior to:
Dublin Boulevard
140.
Driveway at Dublin Boulevard. If not already
completed with the adjacent Corrie Office Building
project, Applicant shall construct driveway in
PW
Occupancy
conformance with the building/sitework permitted
project plans for the Corrie Office Building project.
141.
Pedestrian Walkway. If not already completed with
the adjacent Corrie Office Building project,
Applicant/Developer shall provide a concrete walkway
PW
Occupancy
from Dublin Boulevard to the limits of project in
conformance with the building/sitework permitted
project plans for the Corrie Office Building.
142•
Bicycle Parking. Developer shall install the bike
Grading
lockers and bike racks in accordance with California
Permit,
Green Building Standards Code requirements. Both
PW
Sitework
Permit, or
short term and Ion term needs shall be provided and
g- p
Building
locations of the bicycle parking shall be subject to the
Permit
review and approval of the City Engineer.
Issuance
PASSED AND ADOPTED BY the Planning Commission of the City of Dublin, on this
8t" day of September 2020 by the following votes:
AYES: Wright, Benson, Thalblum, Kothari, Grier
NOES:
ABSENT:
ABSTAIN:
Planning Commission Chair
ATTEST:
Assistant Community Development Director
PROJECT DIRECTORY
APPLICANT
VP-RPG Dublin, LLC
1840 San Miguel Drive, Suite 206
Walnut Creek, CA 94596
(925) 939 5021
Contact: Jerry Hunt
Email: jerry@rubiconpg.com
Second Contact: Kameron Klotz
Email. kameron@rubiconpg.com
ARCHITECT
FCGA Architecture
301 Hartz Ave. Suite 213
Danville, CA 94526
Phone: (925) 678-2031
Cell: (925) 683-3378
Contact: Peter Sandholdt
Email: peter@fcgainc.com
DESIGN ARCHITECT
DesignCell Architecture
1725 Village Center Circle #110
Las Vegas, NV 89134
Phone: (702) 403-1575
Cell: (702) 830-1318
Contact: Ron Davison
Email: ron@design-cell.com
7944 DUBLIN BLVD.
RUBICON PROPERTY GROUP, LLC
LANDSCAPE ARCHITECT
Smith+Smith Landscape Architects
1501 North Point Street
San Francisco, CA 94123
Contact: William Smith
Phone: (415) 518-5052
Email: bill@smith2.com
CIVIL ENGINEER
Kier & Wright Civil Engineers & Surveyors, Inc.
2850 Collier Canyon Rd.,
Livermore, CA 94551
Contact: Zico Saryeddean, P.E.
Phone: (916) 546-6533
Email: zsaryeddan@kierwright.com
DUBLIN, CA 94568
PROPOSED USE
ARCHITECTURAL
RETAIL OR QSR Al TITLE SHEET
TABLE OF CONTENTS
DR-1.1 SITE PLAN / SITE DATA
DR-3.1 FLOOR PLAN, ROOF PLAN
DR-4.1 BUILDING ELEVATIONS, TRASH ENCLOSURE
E1.02 OVERALL SITE PHOTOMETRIC PLAN
CIVIL
C1 COVER SHEET
PROJECT SCOPE C1.1 TYPICAL SECTIONS
±600 SF net addition and alterations to existing C2 TOPOGRAPHIC SURVEY
±5,072 sf restaurant building C3 DEMOLITION PLAN
C4 HORIZONTAL CONTROL PLAN
C5 PRELIMINARY GRADING AND DRAINAGE PLAN
C6 PRELIMINARY UTILITY PLAN
C7 EROSION CONTROL PLAN
C8 CLEAN BAY BLUEPRINT
C9 STORM WATER QUALITY CONTROL PLAN
C10 EMERGENCY VEHICLE ACCESS PLAN
C11 REFUSE TRUCK ACCESS PLAN
LANDSCAPE
L-1 LANDSCAPE PLAN
L-2 PLANT LIST AND PLANTING IMAGES
L-3 PRELIMINARY IRRIGATION PLAN
TITLE SHEET
07.21.2020
SITE SUMMARY
DESCRIPTION
INFORMATION 1 REQUIREMENT
COMPLIANCE
# APN
941-1500-037-00
ADDRESS
DUBLIN BLVD
JURISDICTION
CITY OF DUBLIN, CA
ZONING CLASSIFICATION
DDZD DOWNTOWN DUBLIN ZONING
DISTRICT
PLANNED LAND USE
C-1 RETAIL COMMERCIAL
# OF PARKING STALLS
REFER TO CODE FOR DETAIL
Y
REQUIRED
9' x 20'
SIZE OF PARKING STALLS
Y
REQUIRED
MAX BUILDING HEIGHT
Y
FIRE ACCESS REQUIRED
26'-0" DRIVEWAY
Y
Y
STREET SETBACK FROM
10'-0"
DUBLIN BOULEVARD AND
SAN RAMON ROAD
STREET SETBACK FROM
5'-0"
Y
OTHER STREETS
INTERNAL SETBACK
0'-0"
Y
NOTE:
PARKING PROVIDED
TYPE
COUNT
8' x 17' - 90' COMPACT PARKING SPACE
9
9' X 18' - 90° (ACCESSIBLE) PARKING SPACE
1
9' x 18'- 90' COMPACT PARKING SPACE
3
9' x 20' - 90° STANDARD PARKING SPACE
35
12' X 18'- 90° (ACCESSIBLENAN)
1
COMPACT PARKING STALL 8' x 18'- 90 deg
1
50
PROJECT SUMMARY
THIS PROJECT CONSISTS OF SITE DEVELOPMENT FOR:
- RETAIL BUILDING REMODEL.
LOT AREA COVERAGE 5634 SF
LANDSCAPE COVERAGE 5810 SF
ACTUAL BUILDING AREA (GROSS)
LEVEL I
AREA
LEVEL 1 15,634
SF
5,634 SF
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ROOF PLAN
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FLOOR PLAN - LEVEL 1
3/32" = l'-0"
1 2
FLOOR AREA
ROOM AREA
AREA
RETAIL TENANT 1
2,796 SF
TENANT 2
2,481 SF
ELECTRICAL
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FLOOR PLAN,
ROOF PLAN
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1 /411 = 1'-011
REINFORCED CONCRETE
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LIGHTING ON MOTION
SENSOR, 1.0 FOOT
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CMU WALLS, INTERIOR
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(PAINTE
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MATCH
NORTH ELEVATION
3/32" = l'-0"
EXTERIOR FINISH LEGEND
SYMBOL ID
DESCRIPTION
SYMBOL ID
DESCRIPTION
WD1
EXTERIOR SIDING PANEL SYSTEM
NICHIHA - CEDAR
PT2 EIFS PAINTED
SHERWIN-WILLIAMS - ROCK BOTTOM SW 7062
FC2
FIBER CEMENT SIDING
JAMES HARDIE - IRON GRAY
PT1
EIFS INTEGRAL COLOR
SHERWIN-WILLIAMS - TOQUE WHITE SW 7003
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WEST ELEVATION
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RAPET #2
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BUILDING
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GALLEON LEI]
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drive eumen+ and optiviral diloll
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eNwroncy and applicalinn spacing.
800mq and 12DOmA drive currenla
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Ac iEl 001 ic9 create mnaielem
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AREAISRE LUMINAI RE
distributions with the acalabilii
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to moot cussorl applical ion
requ i Ferranti 0Rared standard
Mounting
STANDARD ARM MOUNT:
coated black. Standard I-Fousrrrg
colors include bledl, bra nnv, grey,
in 4DOOK I+'- 275K! GCT 70 CR I.
Extruded arumilhim arras hlcludas
tvltha, dark plalitwm and graphite
OpiiP nal XOOK. FAMIC and 60ODK
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easy tins ilirg of fixture during
matches anal Iable.
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ENERGY DATA
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ARM MOUNTING REQUIREMENTS
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SCAL -
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LUMEN MRINFENANCE LUMEN MULTIPLIER.
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GLEON D.Ai ILgN iLumiere L11fYlEN MRINTENRNDE CA.I�CCT TABLE _
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DESCRIPTION
-
CONTROL OPTIONS
Eon 303-PTLEDB2 is a corn pact, low profile, dimmable, LED bollard that
vavv twi
provides downli ght only via a fixed head.' 03-B1-LEDB2 has a single head
Tln•Flxnuela W fored at.nd.rd..H, u111V drini do i1i Thr DIM npri-n prnvidran toy drmrrm aim hwda'or use with Iha llY tomnd parr) er mllrr rarnlml nlrlhed
Pkatif-ei a'.R And fi l
on one side ofthe l uminaire.The bollard comes standard with universal
i n put L ED driv er s(120-277V,50f60 HF`. Di m m i ng i s ach loved wit h a st anda rd
-
BL
upmnul III n type plv,tncnlnml li_d lLnloamltrolr.eapindaa III and PERT l prnvrda. RANId r ndnhtm I. -Aid ud-to.de _ItAding bye Milullpin I -AN, Amami
ELV, reverse phase dimm ing driver or an optional 0-10V dimming driver.
a, _
"REW DRAW
r-rand aralame-neaparlNn wait 17 inn aandmda can ha ull4 rrd mat, IllPER7 Foam dr
Eon fixtures m ay be used Indoors or outdoors and carry an IP66 rating The
patented LumaLevelTM leveling systemprovides quick installation, easy
Mhdel Lila Yampa
Lmmyn Oraw
NWFWdr•pin lw'hl
Tine leazwrp elbiwm tu[econunl •nithhul luminaireereadarmeaddaiona' •nw dlnrttin duns whi dWad iutimi. al lhani rt Thndmmin null! au --kinc rll
PI AY aawnpaflr q Y P YI p p Y
adjustment, secure mounting and protection from vibration.
3Us$1 LEng7
IJa n7v, Fr7. ,
01'3A
,reel Hsi iliac a -duet ae-d.m' V• d has ban calwlaled from the photocon'rd Input. spoclly the deiced diri pi for nampin, fnuory-shipped dmiri a Akai
MO LOA13 RATING
reaki r. missal eonrrol winnd RnlerwtcY on, Allot Napes Dim supplemonta! a ice for Fill anal in twmailon
SPECIFICATION FEATURES
qsc S: ]' 1 KX Ohemia r n
I %ii.hlsl7 ans xx]
I.VimlM
n
thn.dwrr..r�.ea«y nwatled lntnr lemmauahnta.utg VVhMtha MSfpIMdYI[crm.r.Nlnnndn=bd.thn ncmpa•,=vain.nri. eann-laa t.adpnlwng arum and lhn aal+v„
Val
Construction 4000K and TSAM (Amber(. Both
Finish
lumnweame whvn mica la na achvay dWucrell Whwr adrveyr. delenad.11W luwlrnalrorrpRnaaa Wl14�rr o,dWp urr n+6$eM.unrnr Lladaryproaal la arm down iv
The head ofihs303-B1-LEDB2 is color temperature and distribution
Luminaire and mounting ba sears
LM
rmMM Sn ern with abme dA elhre nulee ids MS L%x ern Ie factor eacl Nlrr Iha lumnair•M1 all•r fir. minuses of tin actin .Tit MSl {x I• Iw
mi
avvrnx r perc vows ev sw Tor n [4 . K K a
recision machined from corrosion- must bes ecifiedwhen ordering
p p 9
Arr
double protected by Ro ITS compliant
a "
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lie. Las' F4pa
bite lead R+44g
5aR d�
1++0WR S3A
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Pr1' )tta p17y. zrrn:uFb
FYI � ae RR,
17DV, 5m:ri If
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O'ai.7".
chlish trikkar
Nana
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R.bFB lblrq
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-
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1300
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----
_. _.. ..... ..... ... .. .. ... ..r
Thnan.cc extruded aluminum and adjustable edge lit option Is available. polyester owdercoat alnt finish. OPTIONS
ncludw A n a H btA Ih I w a c[ ed h .f5 14pY sae o d 1 [ I - ,ki lei p Y P p .enwr r a n 6 Fiat w1[ tit I I dk n far -duak [ awn evmual <. rlarl harvl•a Mork-im AF y,anay Vr Iyh' a ry Vh+ q YP
m orosio base is cast from
1lx.FtilRaann awurlwntnol ullFrrxl Ko shin the dmmm IaYW hn+r duly amnenR ndldlur araina[nw Anriar el anlwnr luny era avadaWn n blarr the Away a
9 The mounting base is aimed black
y. r v t Electrical 9 P YI+W tl P aP W
Roca clo Options T20V Only) corrosion resistant aluminum alto P1a I I
vmtm'rr nwurainy'pnuhn lrema'�is' y The bollard is standard with an ELV Theluminaire housing and head are � Y
Stainless steel hardware is included MU Racy de DrUse
For ars9aeaa Fwiplaawbet Lg6-Cu0.ltrl:.l4; ke mernliq aafpr6 ipmap'FIdNkF trailing accepts
phase dim mablt driver colavailablerin av custom
standard pa
Four r olta x 12" galvanized that accepts a universal input {120- colors. RAL and custom color matches
anchor bolts and a galvanized aleel 277 oW60Hz). The standard driver are available upon request. As an
anchor bolt rem plate are standard. is ELVirailin edge phase dimable.
Specify option -LAB and order the 0 g P avapolilable
Eon bollardsarealso
P Y P
An optional 0-10V dim min driver is
P 9 available in colors to match other
16 ---- anchor boltftemplate kit separately also available. Both driver o Lions
p outdoor Eaton roduct lines such as E-
(Catalog:7581-01PK). incor orate surge protect on. The P
P 9 P Inoue. Seethe Finish section in the
79rdn
Op tical race tacleo Lion incorporates P P P 303-B1-LEDB2
orderin detail for more detail The
"""` - � - -'�' "------ n - - - � -" - LightBART"' and optical assembly a specification grade, 120V, 15A g
are sealed by a clear, impact tam per p roof and weather resist ant LighteAR"u cover plates are standard EON LED
white.
resistant tempered lass lens. duplex GFCI. The photocell option
P 9 P P P
rx lY
Warrant Theo optical assem bl is available comes in either a 120V or 27N. Y
]D N P V 9a l6 h a e 7 as BeAG M 10 0 fe a 'A 5A x 7 v 7 1 4 �
in three distributions T2 lateral Lumiere warrants the EON series of
Please see 0 lion section for more
C'er'hrap. SFMRwa Ihall Cwaa.ga9WAraa IFnplt I P �
Fur mwmlira afiplRa rp[vYd'6LN1 throwj,T4 (forward throw) and T5X detail. fixtures against defects in material Ruirad Uy4aerdmn putprearbpnaoderr
APPLICATIONS:
a {Flood(. Available in several color and workmanship for five j5j Wwrpd�y,1,.I-I d.OFOwdhwd
temperatures 2700K 3000K 3500K BOLL4RD
P - - - years. Auxiliary equipm ant such
6 - - as LED drivers carries the original - -- - cT'+�gof hreallrtu aldwrwn-carrvwyv
Irllrgrl NY Cww[r v'nw,rh �r WA rta -A77" manufacturer's warranty . gggqalmandgmr..rpaadf,anrl rvqurM
1Y - -------------- _ _ 196mm n ml,r anrndM Y.lalamu.a Are rrnrradr.
tnuirpordtel a eplali �1YIn pr%&. 12DV. 1.
---- -__ 19. 1§mPrprsel aryl_hr r Icinr dnpae
Ill
31 4' CTU Avden eEk24'afi• and C. hmg[td.
29 24"
2P 1a T5 la a n a v a 6 s 12 15 is 20 609mm
Vann gi Side Ana R%i
Lalerti llim WitaWsD ki ad MorktuiPp$/adnt(Lwl LW and'.WR•1 W ®® ®
Tire E alone Lum sLVmt Pro Femerad W Enliuh'ed is a unori lighting soluum that nmrbinfs. broad 981411131Mkli6l fit,- r t Eli lllnllnarae wl in a lwwenul inixgrated ® ® CERTIFICATION DATA
yhreloot-ma-vol m Thek.-cer-riu. a lho Ilv laing eve- in complienea Milk'he laleal energy cod oa and cnFeo [a valuwln d,t a about buddinu peF1.ymance and use ®®®® 36" uL and ,UL W el Location listed
Setts am app,ic.Ironr'umihr granular dal. rme nlnnnxlwn through an daelibo Ili, a,d r o-FI-4 ali Ihar make H ✓n,rd.•.Ind help nprlrnir� mo uw ..I l.•lalr,a resmrrc.w. 914mm
LMP] f LM90 Compliant
b.yaM YpFAmg Compll art
For rreYl3p haCl� bear 9 1a1F ItwRWR For nioirr na hwuht. h ono15'ro 4W; WfRi Under side profile view IP66ROHS IngC=d Prate Wien Rated
n
42 TECHNICAL DATA
1067 min 53eG Maximum Temperature Rating
External Supply Win ng 90`C Minimum
a
RR RwApbWoFlip Lid
L
1-
7!7rlrn
6 ed.1 add .�a,.t vereearplrtn raWa.N � K
tartdrA pa etomadf rtOn r r ip far WasU en r IvIdroutdwcord riati
IAWnm n Noel Ile'+=Wa aired ma•n-Tsui
alp nnaltrla. nn.nJraf wl.ta.ruw rh.
a r�c�..,nmm�.m+evrra.w4hclunrrvradn-
Ull15A W Ipu farm! aid Wtorrar rnae'art
•:IFNac7i 4 AhIUTA-i,7C4Vand ll-
Edge
Salim "itityinp wait Iha EfHi[ vpi un, ilia
lulara"d IAam, ta.aanle� IM1�w W ding a vnil,ln
rIK• ash 6ph[ armrnd'he wgP a2PrRwliaq Ills
hlmlrlanuy ara,lhnuen a.d riYYnp
3D• ._.-.... _ 3. 12smmi 5.
76mm� TECHNICW„ NO_FES: _
10 IN 18 h e fA 24 4v 44 W an W n ,o an ao to 1. Adj ustabla mounting bvza- Ca*f Jorr mum mounting base t6 equipped with tha p"rad Lumgi-tri lovaling system that indudek mounting bum.
cmaraa aa skkAIre4V LL,waga side Awe if-4I ORD [Fill.F lNFOPoNATIONer OOP-DI-LED-27t7p120.T2-pM10.B1442-EDG6PCIAFL-lAB 76 shorn tredprene bard, stainteaa steal hardware and R slot to adormmodaEd Two inbai+nd and dutL7u rid W to rtduil9- It provides quick insiWlarlon.
SampleNmb21
1ustmam, sacum mou rni ng and prulki a IF from viLreno n.
- C
WanLnaW Iaa Oaldp.e Liphhnp Calatpl MadalalWnl-7P , -AI
T6.a pin w,ri oui ltalawa, cmtirul nw dM ani Wayalmx to rortrol otadoor etea, eao and flood hinkring Winew"4,mt�la-16-F lieI wa g achndalasto lari
ON, bFF and dnnnung ennrrole L okd un aeirwamib nr tuna trclwlulee bayed era r day work
Sedan•
ColorTamparkmm
Imub Voltage
Optics
Dimming
Finish'
Height°
Options'
3031]1-LED@
2I00=2700K
UNV=120-27N'
T2=T el
YP (
DIMEN-Trailin Etl a
9 9
Poi Mad
24-N"
ED(I slit lass lens
9 9
Lseek aN la raled NrtMwk Sicrd Camara d.pl mg FY
JD(103700K
,20=127V
LateralThmw
Phase Dim
RR=slack
3a36"
PC7=Phrnocontrol 127V%
.tad e d a.d . has A s wear Exq+ n. of c+ners Art to aw/rWarPay lnwy. PYo RI lul Ntn ,. and lary.rld Ilrp t 1 WmrliM v Ma ul Ara n rrprm albrya Inrrgr drplann rq ore Irg t+•war tl w
Heatl cornalns
-
3ri00�500K
-
277 277V'
-
T4-T _Type
YP
n Driver
rci 9
-
BZ Eroree
"Ill.,
-
PC2 Phrnocontrol 208-277V°
rraaav aareRa'ora N•dnn,p pr�wbnall repel Nr apTV wrvpMd. Ae lho l4aat wla nrr,edafor+lprv.'Irr„rrll .dralwrleSnF lnruQ,Ilad nalWnrk ramnaua
two (2)
F-TW. Throw
gM70r[n Dimming
PoU=Receptacli Use
dmmimd,rrad,ior rrudy lazed doinn arq prnndaafOTVlae7p arise Ihia n=m.manop,nuf dyer mM ford Yn +ha vylm tin �,aotwara Nei km
effl 1yd4
r tl ti 1•nrra to rnaWr.wN arpamwsrlW
Mlni Ligh[BARTM'
TSAM-7G
TSAM=TUMe SafeAmber
T57(=Tjrye V,
Ddver
WY-WhSilver
WT=W bite
(123V Onlyi•
585-595nm1
Extra Wide Flood
Premium Paint
RFL=Receptacle- Flip Ld
Srnapaa iOlhntd
AP -Gray
(12DV Onlyi I
Siroy5NAPintegraid Wlrnln.e=uarpbarnemlrrsyruiun lndudw la=teryrnalal' MMID SyeKrri fotarol mkt and r+S�bC t uen akarri rdyuerw ddllmrd srnapr,
DP=Gir plilM
IA�LessAnchorPolis&Template'
.roam cunWneinr lot gterahun [oryaat 5ynyl+•e r+•.',nr was u'.�nlnWn... �uJor{sWucr rwWarl. warcamy anJ brryrr and crerdvwrra
(;<u1=Gra hire Metallic
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Luminaire Schedule
Symbol
Qty
Label
Arrangement
Total
Lamp Lumens
LLF
Description
Lust. Watts
BUG Rating
��
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4
SLA
SINGLE
N.A.
0.912
GLEON-AF-02-LED-El-T4W, POLE MOUNTED AT
25'-0" A.F.G.
113
B2-UO-G3
�j-(•)I��
-ih-�--h(-- ll
2
SLB
BACK -BACK
N.A.
0.912
GLEON-AF-04-LED-El-5WQr POLE MOUNTED AT 25'-0n A.F.G.
225
35-UO-G3
14
BL
SINGLE
N.A.
0.912
303-B1-LEDB2-TSRO-UNV-T2-DIM10-BK, 3'-6"
A.F.G.
12.1
BO-UO-GO
�1�11
9
SLC
SINGLE
N.A.
0.912
GLEON-AF-OI-LED-El-AFL, POLE MOUNTED AT 25'-0" A.F.G.
59
B1-UO-Gl
Calculation
Summary
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
BOLLARD
Illuminance
Fc
1.10
1.7
0.3
3.67
5.67
PROPERTY LINE
Illuminance
Fc
0.11
0.2
0.0
N.A.
N.A.
SITE CALCS
Illuminance
Fc
2.06
5.1
0.1
20.60
51.00
Af1112111n
M rah 1 b- zed p
LED FIXTURE, REFLECTOR
AND DIFFUSER
JDING CONDUCTOR WIRE
DN GROUND ROD.
_TS - SIZE AND SPACING
S RECOMMENDATIONS.
B" 0 REINFORCING RODS.
3REES FROM ANCHOR BOLTS.
INIMUM OF 1 1/2" CONCRETE
EDGE OF BASE.
W PVC CONDUIT IN SIZE AS
IDICATED ON PLAN.
DUND CONCRETE BASE
5/8" x 101-0" COPPERWELD
GROUND ROD.
3 GROUND BOLLARD FIXTURE DETAIL
NTS TYPICAL FOR 303-B1 LED FIXTURES
,,---GLEON LED FIXTURE
ACTUAL DEPTH OF POLE TO BE
DETERMINED BY SIGNED AND SEALED
WIND LOAD CALCULATIONS
PERFORMED BY A STRUCTURAL PE
LICENSED IN THE STATE OF
CALIFORNIA. POLE TO COMPLY WITH
THE INTERNATIONAL BUILDING CODE
LATEST EDITION, 140 MPH WIND ZONE.
0 STEEL,
_LY WELD
L WITH CRUSHED
HOLE SHALL BE
AMETER.
POLE MOUNTED LIGHTING FIXTURE DETAIL
NTS
TYPICAL FOR GLEON LED FIXTURES
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04/22/2020
PE No. 2299E
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PROJECT SUBMITTAL TITLE: 04/22/2020
REVISIONS:
Copyright DesignCell Architecture.
These drawings are not to be scaled.
Contractor shall check and verify all dimensions
and report all errors and omissions to this office
prior to commencing work.
PROJECT NUMBER: 18 048
OVERALL SITE
PHOTOMETRIC
PLAN
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INGENUITY
ENGINEERS, INC.
"FRI1ACriYEENCiIYffR7HC SQLffT1gNS"
448 NEW PROAU ST, 6RLAH0U, FLORIDA SUITE 30 01407390.6007
El n02
LEGEND
PROPOSED EX/STING
100
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BW
BLDG
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FL
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HP
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SWL
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ASPHAL T BERM
BLOCK/RETAINING WALL
BUILDING LINE
CENTER LINE
CONCRETE CURB
CONCRETE CURB CUT
CONCRETE CURB & GUTTER
CONTOUR LINE
DRI VEWA Y
EDGE OF PA VEMENT
FLUSH CONCRETE CURB
FENCE LINE
GRADE BREAK LINE
GUARD RAIL
LOT LINE
MONUMENT/MONUMENT LINE
PERFORA TED STORM DRAIN PIPE
PROPERTY LINE
RA/NWA TER LEADER
RIDGE LINE
SIDEWALK
STORM DRAIN -MANHOLE & CATCH BASIN
7HRU CURB DRAIN
SPOT GRADE CIIAL ENGINEER
SPOT GRADE PER LS ARCHITECT PLANS
TRANSFORMER
TRAFFIC SIGN
TREE
U77LITY BOX
AREA DRAIN
BACK OF WALK
BUILDING
BUILDING LINE
CATCH BASIN
CLEANOUT TO GRADE
CONCRETE
DOOR
DOWN SPOUT
DUC77LE IRON PIPE
EASEMENT
EDGE OF WALK
FACE OF BERM
FACE OF CURB
FACE OF WALL
FIN/SHED FLOOR
FLOW LINE
GRADE BREAK
HIGH POINT
INVERT ELEVA77ON
LOW POINT
LIGHT
OVERFLOW
OVERFLOW DRAIN
PA VEMENT
POINT OF CONNEC77ON
RAINWATER LEADER
RIDGE
RIM ELEVATON
ROOF DRAIN
STREET LIGHT
STORM DRAIN JUNC77ON BOX
STORM DRAIN MANHOLE
SWALE
TOP OF BERM
TOP OF CURB
TOP OF WALL
TRANSFORMER
TRASH ENCLOSURE
ON -SITE IMPROVEMENT PLANS
ABBREVIATIONS
(MT)
MULTI TRUNK
/.P.
IRON PIPE
AC
ASPHAL77C CONCRE7E
IN
INVERT ELEVATON
ADJ.
ADJUST
JT
JOINT TRENCH
AN
ANODE
LIP
LIP OF GUTTER
BC
BEGINNING OF CURVE
MON
MONUMENT
BFP
BACK FLOW PREVENTER
PED
PEDESTAL
BL
BUILDING
PV
PAVEMENT
BW
BACK OF WALK
RCP
REINFORCED CONCRETE PIPE
CB
CATCH BASIN
RIM
RIM ELEVATION
C/P
CAST IRON PIPE
RPBP
REDUCE PRESSURE BACKFLOW PREVEN7ER
CL
CENTERL/NE
RPDA
REDUCE PRESSURE DETECTOR ASSEMBL Y
COMM
COMMUN/CA T/ON
SO
STORM DRAIN
CONST
CONSTRUCT
SDMH
STORM DRAIN MANHOLE
CTV
CABLE 7ELEV7S/ON
SL
STREET LIGHT
DET
DETECTOR
SLB
STREET LIGHT BOX
DIP
DUCTILE IRON PIPE
SS
SANITARY SEWER
DTL.
DETAIL
SSMH
SANITARY SEWER MANHOLE
DWY
DRIVEWAY
STD.
STANDARD
EB
ELECTRIC BOX
TB
TELEPHONE BOX
EC
END OF CURVE
TC
TOP OF CURB
EM
ELECTRIC METER
TELE
TELEPHONE
EV
ELECTRIC VAULT
TMH
TELEPHONE MANHOLE
EX.
EX/S77NG
TOP
TOP OF SLOPE
FH
FIRE HYDRANT
TR
TOP OF RAMP
FL
FLOW LINE
TSB
TRAFFIC SIGNAL BOX
FNC
FENCE
UB
U77LITY BOX
FND
FOUND
VCP
V/TR/F/ED CLA Y PIPE
FOMH
FIBER OP77C MANHOLE
WB
WATER BOX
FS
FIRE SERVICE or FINISH SURFACE
► u
WATER METER
GB
GRADE BREAK
UNK
UNKNOWN
HP
HIGH POINT
N.A.P. NOT A PART
FOR
RETAIL BUILDING REMODEL
DUBLIN BL VD AND SAN ROMON RD.
DUBLIN, CALIFORNIA
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NOTES
1. THIS PLOT WAS PREPARED FROM INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT,
PREPARED BY CHICAGO TITLE INSURANCE COMPANY, DATED NOVEMBER 8, 2018, ORDER NUMBER
36301133-363-LB-KD, UPDATE "B". NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT
STATED IN SAID PRELIMINARY TITLE REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR
EASEMENTS OF THE PROPERTY.
2. ALL DISTANCES AND ELEVATIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF.
3. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON
THIS TOPOGRAPHIC SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE
CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT,
SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. (A REASONABLE EFFORT HAS
BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES). HOWEVER, THE
ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS
DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT
SHOWN ON THESE DRAWINGS.
4. THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA)
FLOOD INSURANCE RATE MAP (FIRM) FOR ALAMEDA COUNTY, CALIFORNIA, MAP NUMBER 06001CO308G
FOR COMMUNITY NUMBER 060705 (CITY OF DUBLIN), WITH AN EFFECTIVE DATE OF AUGUST 3, 2009,
AS BEING LOCATED IN FLOOD ZONES "X-UNSHADED & X-SHADED". ACCORDING TO FEMA THE
DEFINITION OF ZONE "X-UNSHADED" IS: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN. THE DEFINITION OF "X-SHADED" IS AREAS OF 0.2% ANNUAL CHANCE FLOOD;
AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH
DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL
CHANCE FLOOD.
FEMA BASE FLOOD ELEVATIONS ARE BASED ON NAVD88 DATUM.
,JUL Y, 2020
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PROJECT LOCATION
1" 0=60' Z
5. CORNER RECORD NOTE:
THE DEVELOPER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION AND FILING
OF PRE -CONSTRUCTION AND POST -CONSTRUCTION CORNER RECORDS FOR ANY MONUMENTS OR
PROPERTY CORNERS SHOWN HEREON THAT MAY BE DESTROYED DURING IMPROVEMENTS TO THE
SUBJECT PROPERTY AS DEFINED IN SECTION 8771(B) OF THE PROFESSIONAL LAND SURVEYORS ACT.
6. THE ENTIRE SUBJECT PROPERTY LIES WITHIN A "LIQUEFACTION ZONE", A PORTION OF WHICH ALSO
LIES WITHIN AN "EARTHQUAKE FAULT ZONE", AS SHOWN ON THAT CERTIAN DUBLIN QUADRANGLE MAP
ENTITLED "EARTHQUAKE ZONES OF REQUIRED INVESTIGATION". THE APPROXIMATE LOCATION OF THE
EARTHQUAKE FAULT ZONE HAS BEEN PLOTTED HEREON.
7. THIS SURVEY WAS COMPILED USING THAT CERTAIN ALTA SURVEY PREPARED BY DK CONSULTING, INC.
AND DATED AUGUST 16, 2018, AS A BASE MAP FOR THE IMPROVEMENTS SHOWN HEREON. SAID BASE
MAP HAS BEEN SUPPLEMENTED BY A GROUND SURVEY IN SPECIFIC AREAS OF INTEREST.
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NO SCALE
SHEET INDEX
SHEET DESCRIPTION
Cl
C1 .1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
BENCHMARK:
COVER SHEET
TYPICAL SECTIONS
TOPOGRAPHIC SURVEY
DEMOLITION PLAN
HORIZONTAL CONTROL PLAN
PRELIMINARY GRADING AND DRAINAGE PLAN
PRELIMINARY UTILITY PLAN
EROSION CONTROL PLAN
CLEAN BAY BLUEPRINT
STORM WATER QUALITY CONTROL PLAN
EMERGENCY VEHICLE ACCESS PLAN
REFUSE TRUCI< ACCESS PLAN
BENCHMARK:
CITY OF DUBLIN MONUMENT AT THE INTERSECTION OF AMADOR VALLEY BOULEVARD AND
REGIONAL STREET. ELEVATION= 355.01 (NAVD 88 DATUM)
BASIS OF BEARINGS:
BASIS OF BEARINGS:
THE BEARING OF NORTH 200 51' 45" WEST TAKEN ON THE MONUMENT LINE OF REGIONAL
STREET AS SHOWN ON THAT CERTAIN PARCEL MAP, NUMBER 1920 FILED FOR RECORD
ON DECEMBER 1, 1976, IN BOOK 94 OF MAPS AT PAGES 11 & 12, OFFICIAL RECORDS OF
ALAMEDA COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON.
NOTICE TO CONTRACTORS
CON TRA C TOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT)
A T 811 A MINIMUM OF 24 HOURS BEFORE BEGINNING
UNDERGROUND WORK FOR VERIFICATION OF THE LOCH TION OF
UNDERGROUND UTILITIES
NOTE:
THE PRELIMINARY PLANS PROVIDE DESIGN INTENT. ALL PROPOSED CIVIL IMPROVEMENTS HEREIN WILL REQUIRE
ADDITIONAL DETAILS, DURING THE DETAILED PHASE, I.E. CONSTRUCTION DOCUMENTS. IT'S EXPECTED AND
UNDERSTOOD THAT DURING THE CONSTRUCTION DOCUMENT PHASE THE CIVIL ENGINEER WILL REVISE THE
PLANS TO MEET AND SATISFY THE CITY'S COMMENTS/CONDITIONS OF APPROVALS.
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RETAIL BUILDING
FF=366.9
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29
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18' PARKING STALL
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SAN RAMON RD
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12' DRIVE AISLE
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SLOPE VARIES
SEE PLAN
3'
ISLAND
IV
18' PARKING STALL
2'
15.5'
SIDEWALK
WHEELSTOP � MAX
VARIES
12' DRIVE AISLE 5' SIDEWALK LANDSCAPE
SLOPE VAR/ES
SEE PLAN
3.5' 1
4' 18' PARKING STALL 25' DRIVE AISLE LANDSCAPE 5'
LANDSCAPE SIDEWALK
VAR/ES
LANDSCAPE OFFICE BUILDING
RETAIL BUILDING _
SLOPE VAR/ES 29'
MAX FF=367.00
FF=366.9 SEE PLAN
�J I--1
SECTION
RETAIL BUILDING
FF=366.9
RETAIL BUILDING
FF=366.9
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NOTES
1. THIS PLOT WAS PREPARED FROM INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT, PREPARED BY
CHICAGO TITLE INSURANCE COMPANY, DATED NOVEMBER 8, 2018, ORDER NUMBER 36301133-363-LB-KD,
UPDATE "B". NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN SAID PRELIMINARY TITLE
REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY.
2. ALL DISTANCES AND ELEVATIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF.
3. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS
TOPOGRAPHIC SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS
CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND
DEPTHS OF SUCH UNDERGROUND UTILITIES. (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND
DELINEATE ALL KNOWN UNDERGROUND UTILITIES). HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY
FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY
BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.
4. THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD
INSURANCE RATE MAP (FIRM) FOR ALAMEDA COUNTY, CALIFORNIA, MAP NUMBER 06001CO308G FOR
COMMUNITY NUMBER 060705 (CITY OF DUBLIN), WITH AN EFFECTIVE DATE OF AUGUST 3, 2009, AS BEING
LOCATED IN FLOOD ZONES "X-UNSHADED & X-SHADED". ACCORDING TO FEMA THE DEFINITION OF ZONE
"X-UNSHADED" IS: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. THE
DEFINITION OF "X-SHADED" IS AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE
FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE
MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
FEMA BASE FLOOD ELEVATIONS ARE BASED ON NAVD88 DATUM.
75 `91231 0. R.
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NOTE: THIS SITE HAS FIBER OPTIC LINES
LOCATED ON OR ADJACENT TO IT.
TI -1- IT
ABBUTER'S RIGHTS RELINQUISHED
AD
AREA DRAIN
MH
MANHOLE
BUILDING LINE
BC
BACK OF CURB
MON
MONUMENT
5. BENCHMARK:
CONCRETE CURB
BFP
BACKFLOW PREVENTOR
OH
OVERHEAD
CITY OF DUBLIN MONUMENT AT THE INTERSECTION OF AMADOR VALLEY BOULEVARD AND REGIONAL STREET.
CONCRETE CURB & GUTTER
BL
BUILDING
O.R.
OFFICIAL RECORD
ELEVATION- 355.01 (NAVD 88 DATUM)
�- 100 -
CONTOUR LINE
BS
BOTTOM OF STAIRS
PG&E
PACIFIC GAS & ELECTRIC
DRIVEWAY
BW
BACK OF WALK
PM
PARCEL MAP
6. BASIS OF BEARINGS:
EDGE OF PAVEMENT
C
CONCRETE
P-FC
PAVEMENT FACE OF CURB
— E
ELECTRIC LINE
CB
CATCH BASIN
(P)
PER PLAN
THE BEARING OF NORTH 200 51' 45" WEST TAKEN ON THE MONUMENT LINE OF REGIONAL STREET AS SHOWN
—EO
FIBER OPTIC LINE
CL
CENTER LINE
RE
RIM ELEVATION
ON THAT CERTAIN PARCEL MAP, NUMBER 1920 FILED FOR RECORD ON DECEMBER 1, 1976, IN BOOK 94 OF
— O
GAS LINE
CO
CLEANOUT
SD
STORM DRAIN
MAPS AT PAGES 11 & 12, OFFICIAL RECORDS OF ALAMEDA COUNTY WAS TAKEN AS THE BASIS FOR ALL
- -
LOT LINE
COL
COLUMN
SDMH
STORM DRAIN MANHOLE
BEARINGS SHOWN HEREON.
— -
MONUMENT/MONUMENT LINE
CTVB
CABLE TELEVISION BOX
SS
SANITARY SEWER
PROPERTY LINE
DR
DOOR
SSMH
SANITARY SEWER MANHOLE
7. CORNER RECORD NOTE:
—SS0
SANITARY SEWER -MANHOLE AND LINE
ESMT
EASEMENT
T
TRANSFORMER
THE DEVELOPER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION AND FILING OF
------------
SIDEWALK
EB
ELECTRIC BOX
TC
TOP OF CURB
� 100.00
SPOT ELEVATION
EV
ELECTRIC VAULT
T.E.
TRASH ENCLOSURE
PRE -CONSTRUCTION AND POST -CONSTRUCTION CORNER RECORDS FOR ANY MONUMENTS OR PROPERTY
—SD
STORM DRAIN -MANHOLE & CATCH BASIN
EUC
EUCALYPTUS
TSB
TRAFFIC SIGNAL BOX
CORNERS SHOWN HEREON THAT MAY BE DESTROYED DURING IMPROVEMENTS TO THE SUBJECT PROPERTY AS
—SD m
STORM DRAIN OVER 24"DIAMETER
EW
EDGE OF WALK
(TYP)
TYPICAL
DEFINED IN SECTION 8771(B) OF THE PROFESSIONAL LAND SURVEYORS ACT.
—T
TELEPHONE LINE
FD
FOUND
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UNKNOWN UTILITY BOX
Tv
TELEVISION LINE
FF
FINISH FLOOR
UNK
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8. THE ENTIRE SUBJECT PROPERTY LIES WITHIN A "LIQUEFACTION ZONE", A PORTION OF WHICH ALSO LIES
WATER LINE & VALVE
FMH
FIBER OPTIC MANHOLE
UTIL
UTILITY
WITHIN AN "EARTHQUAKE FAULT ZONE", AS SHOWN ON THAT CERTIAN DUBLIN QUADRANGLE MAP ENTITLED
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BOLLARD
ELECTROLIER
G.A.
G.I.
GAS ASSEMBLY
GREASE INTERCEPTOR
W.I.
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"EARTHQUAKE ZONES OF REQUIRED INVESTIGATION". THE APPROXIMATE LOCATION OF THE EARTHQUAKE
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FAULT ZONE HAS BEEN PLOTTED HEREON.
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9. THIS SURVEY WAS COMPILED USING THAT CERTAIN ALTA SURVEY PREPARED BY DK CONSULTING, INC. AND
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TRAFFIC SIGN
DATED AUGUST 16, 2018, AS A BASE MAP FOR THE IMPROVEMENTS SHOWN HEREON. SAID BASE MAP HAS
TRAFFIC SIGNAL
PREPAROJY OR UNDER THE SUPERVISION OF
RICHARD JAMES HICKENBOTTOM, P.L.S. 8654
BEEN SUPPLEMENTED BY A GROUND SURVEY IN SPECIFIC AREAS OF INTEREST.
12" REDWOOD
O
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TREE DRIPLINE
0
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1 1/ 4/2019
DATE
LAND
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SCALE AS SHOWN
DESIGNER
ZS/AT
DRAFTER
AT
JOB NO.
A20574
SHEET C 2
OF 12
SHEETS
N
ROAD DEDICATION
96-200269 O.R.
BE REPLACED
EMPORARY CONSTRUCTION
EASEMENT
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DEMOLITION NOTES LEGEND
1. ALL BACK FILLING OF THE FOOTING, EXCA VAT/ON, TRENCHING, HOLES, OVER
EXCA VA T/ON, ETC. DURING CONSTRUCTION SHALL BE BACK FILLED AND
RECOMPACTED TO 9OZ RELATIVE COMPACTION PER ASTM D-1557, LATEST
EDITION, AND SHALL BE /N ACCORDANCE WITH THE PROJECT GE07ECHNICAL
ENGINEER'S RECOMMENDATIONS AND APPROVAL. THE COMPACTION OF ALL
EXCA VA TONS GREA TER THAN 5 FEET /N DEPTH SHALL BE 957. RELA T/VE
COMPACTION OR PER THE GEOTECHN/CAL ENGINEER'S REQUIREMENTS
2. ANY UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND REMOVED
PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY AND AS
APPROVED BY THE CITY OF DUBLIN STANDARDS AND REQUIREMENTS
J. IT /S THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE GEOTECHN/CAL
ENGINEER 48 HOURS /N ADVANCE OF ANY GRADING AND FILLING OF THE
SITE RELATING TO ANY DEMOL/T/ON OR REMOVAL OF SITE FEA TURFS ALL
A. C. PAVEMENT, CONCRETE AND BASE ROCK SHALL BE CRUSHED,
SALVAGED AND STOCK PILED FOR USE ON —SITE AS FILL MA TER/AL. ALL
REMOVAL, CRUSHING AND STOCK PILING SHALL BE INSPECTED, TESTED AND
APPROVED BY THE PROJECT GE07ECHNICAL ENGINEER.
4. IN GENERAL, FILL MATERIAL SHALL NOT CONTAIN CLUMPS LARGER THAN 6
INCHES /N ITS GREATEST DIMENSION WITH NO MORE THAN 15Z LARGER
THAN 2.5 INCHES.
5. IT /S THE CONTRACTOR'S RESPONSIBILITY TO PROTECT FROM DAMAGE
THROUGHOUT THE COURSE OF CONSTRUCTION OF ALL BUILDINGS AND S/TE
FEATURES ITEMS SUCH AS, BUT NOT LIMITED TO CATCH BASINS, CONDUIT
TELEPHONE AND POWER POLES, FENCING, RETAINING WALLS, GAS LINES, OIL
LINES, GASOLINE LINES, FIRE AND WATER SERVICE ASSEMBLIES, CONCRETE
CURB, GUTTER AND SIDEWALK, TREES, BUSHES AND PLANT MATERIAL, ETC.
BOTH ON —SITE AND OFF —SITE. THE CONTRACTOR SHALL PROVIDE ALL
REPAIRS, MAINTENANCE, SHORING, SUPPORT ETC. TO MAINTAIN ALL
FEA TURFS DES/GNA TED TO REMAIN /F DAMAGED. NOTIFY
ARCHITECT/ENGINEER IF ANY DISCREPANCIES EXIST OR IF CLARIFICATIONS
ARE REQUIRED.
6. COMPLY W1 TH ALL APPLICABLE REGULATIONS AND SAFETY ORDERS /N
EFFECT A T THE CONSTRUCTION S/ TE. PROTECT OPEN EXCA VA T/ON,
TRENCHES, ETC., WITH FENCES, COVERS, OR RAILINGS AS REQUIRED TO
MAINTAIN SAFE PEDESTRIAN AND VEHICLE TRAFFIC. MAINTAIN DESIGNATED
SITE ACCESS FOR VEHICLE AND PEDESTRIAN TRAFFIC.
7. WHEN DUST CONDITIONS EXIST, DAMPEN THE AREAS TO PREVENT THE
TRANSPORTATION OF DEBRIS INTO THE BUILDINGS AND ONTO ADJACENT
PROPERTY.
8. THE CONTRACTOR /S RESPONSIBLE FOR THE FINISHED CONDITION OF HIS
WORK. BEFORE WORKING OVER BACKF/LL OR SIMILAR WORK COMPLETED BY
OTHER CONTRACTORS, VERIFY THA T SUCH WORK HAS BEEN PROPERL Y
BACKF/LLED AND COMPACTED. NOTIFY THE ARCHITECT PROMPTLY /N WRITING
lF ANY CONDITIONS DO NOT MEET THE PROPER STANDARDS. WITHOUT
EXTRA COST TO THE OWNER, ALL FEA TURFS DAMAGE /N THE
PERFORMANCE OF ALL WORK SHALL BE RESTORED TO THE SA T/SFACTION
OF THE OWNER AND AUTHORITIES HAVING JURISDICTION.
9. THE GEOTECHN/CAL INVEST/GA T/ON FOR THIS S/TE HAS BEEN PREPARED BY
CORNERSTONE EARTH GROUP, PROJECT NO. 1093-1-1, DA TED 212512018.
THIS REPORT REMAINS THE RESPONSIBILITY OF THE GEOTECHN/CAL
ENGINEER AND /S INCLUDED /N THE SPECIFICATIONS OF THIS PROJECT THE
GEOTECHN/CAL REPORT SHALL BE READ BY THE CONTRACTOR BEFORE
SUBMISSION OF HIS BID. ALL SITE WORK SHALL BE /N ACCORDANCE WITH
THE REQUIREMENTS OF THE GEOTECHN/CAL REPORT. THE OWNER WILL
RETAIN THE GE07ECHNICAL ENGINEER TO INSURE CONFORMANCE WITH THE
GEOTECHN/CAL REPORT.
10. CONTRACTOR ACKNOWLEDGES THAT HE HAS THOROUGHLY INFORMED
HIMSELF REGARDING REQUIREMENTS OF DRAWINGS, SPECIFICATIONS, AND
REGULATIONS PERTAINING TO THE PROJECT SPECIFICATIONS AND DRAWINGS
ARE COMPLEMENTARY. WHAT /S CALLED BY ONE /S AS BINDING AS /F
CALLED FOR BY ALL. THE CONTRACTOR /S TO FAMILIARIZE HIMSELF WITH
THE SITE AND COMPARE REQUIREMENTS OF THE DRAWINGS AND
SPEC/F/CA TION W/ TH WORK TO BE PERFORMED BY THE CONTRACTOR,
INCLUDING TOPOGRAPHY, APPROACHES AND IMPROVEMENTS ON OR ABOUT
THE SITE.
11. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL
NOT BE RESPONSIBLE FOR, THE MEANS, METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES OF DEMOLITION WORK, OR FOR THE SAFETY
PRECAUTIONS AND PROGRAMS /N CONNECTION WITH THE WORK.
12. CONTRACTOR TO PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED BY
GOVERNING AGENCIES AND AS NOTED IN SPECIFICATIONS
13. NO TRENCHING DEEPER THAN 5 FEET SHALL BE ALLOWED WITHOUT THE
CONTRACTOR OBTAINING A PERMIT FROM OSHA.
14. REMOVE EXISTING STRIPING AS REQUIRED THROUGHOUT THE ENTIRE SITE.
REMOVE AC PAVEMENT
REMOVE CONCRETE
REMOVE BUILDING PAD
REMOVE LANDSCAPING
1 "-2" GRIND AND OVERLAY
- - - - - - SAWCUT LINE
(s) REMOVE TREE
X X>< UNDERGROUND UTILITIES TO BE REMOVED
UNDERGROUND UTILITIES TO BE ABANDONED
PLUG AND CAP END PER AGENCY HAVING
JURISDIC77ON STANDARDS AND REQUIREMENTS
O REMOVE TREE OR BUSH PER CITY OF DUBLIN
STANDARDS AND REQUIREMENTS
O REMOVE CONCRETE CURB PER CITY OF DUBLIN
STANDARDS AND REQUIREMENTS
O REMOVE /RR/GA77ON AND LANDSCAPING
PER DSRSD STANDARDS AND REQUIREMENTS
O REMOVE CONCRETE SIDEWALK PER CITY OF DUBLIN
STANDARDS AND REQUIREMENTS
< PROTECT U77LITY DURING DEMOL177ON AND CONS7RUC77ON
< TEMPORARY CONSTRUCTION FENCING
0 10 20 40 60
Scale 1 " = 20'
IE 359.84 4"NW
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O REMOVE EXIS77NG SD LINE PER CITY OF
DUBLIN STANDARDS AND REQUIREMENTS
10 PR07ECT CATCH BASIN AND ADJUST TO GRADE AS NECESSARY
REMOVE LIGHT FIXTURES, GAS, ELEC7RIC, AND
11 TELEPHONE FACIL/77ES PER AGENCY HAVING
JURISDIC77ON STANDARDS AND REQUIREMENTS
12 CONTRACTOR TO FIELD VERIFY AND PROTECT
JOINT TRENCH LOCATION /F POSSIBLE
OCAP DOMES77C WATER LINE AT THE BACKFLOW PREVENTION DEVICE.
13 REMOVE BACKFLOW PREVENTION DEVICE PER DSRSD STANDARDS
14 TRANSFORMER TO BE RELOCATED
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SCALE
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DESIGNER ZS/AT
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JOB NO. A20574
SHEET
C 3
OF
12 SHEETS
I
LEGEND
0
AREA DRAIN
CONCRETE SIDEWALK: 4" PCC OVER
O
STORM DRAIN CATCH BASIN
6" CLASS 11 AB ON 12" LOW —EXPANSIVE FILL OR
■
STORM DRAIN JUNCTION BOX
LIME TREATED ON SITE PER GEOTECH REPORT
W/ #3 BAR 12" 0/C
•
STORM DRAIN MANHOLE
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FF
FINISH FLOOR
8" CLASS 11 AB ON 959 R.C. SUBGRADE
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1"2" GRIND AND OVERLAY
SPOT ELEVATION
CONCRETE TRASH ENCLOSURE PAVEMENT.• 6" PCC OVER
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STORM DRAIN LINE
6" CLASS 11 AB ON 909 R.C. SUBGRADE
TC
TOP OF CURB
W/ # 4 BAR 12" OIC
❑
BUILDING COLUMN
CONCRETE TRASH APRON PAVEMENT- 6" PCC OVER
- - - - -
SAWCUT
o° ° 12" CLASS 11 AB ON 959 R.C. SUBGRADE
x
BARR/ER/RAIL PER ARCHITECT
W/ 14 BAR 12" 0/C
PROPOSED LANDSCAPE
X x PROPOSED BIO- TREATMENT AREA
PROPOSED CURB NOTCH
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1. ALL INLETS TO BE MARKED WI TH STORM DRAIN MARKERS THA T
READ "NO DUMPING, DRAINS TO CREEK" PER CITY OF DUBLIN
STANDARD DETAIL CD-704.
2. ALL INLETS TO HA VE SCREEN FIL TERS FOR FULL TRASH CAPTURE
MEASURES PER PROVISION C.10 OF THE REGIONAL WATER QUALITY
CONTROL BOARD'S MUNICIPAL REGIONAL PERMIT
0 10 20 40 60
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SCALE AS SHOWN
DESIGNER
ZS/AT
DRAFTER
AT
JOB NO.
A20574
SHEET C 5
OF 12
SHEETS
Site Furnishings and Pedestrian Pavements
Trash Receptacle
Legend
Bike Rack
Arbutus 'Marina'
(Marina Strawberry, standard)
Pistachia chinensis 'Keith Davey'
(Keith Davey Chinese Pistache)
4 Existing Tree To Remain
Note: See 13 August 2018 Hortscience Tree Inventory Report
SMITH+SMITH
P: (415) 543-0332 1 1501 North Point Street
F: (415) 543-9740 San Francisco, CA 94123
www.smith2.com
Bike Locker
Off -Street Parking -Tree Ratio Summary
50 Parking spaces
12 Trees provided (3 existing, 9 proposed)
4:1 Minimum required ratio [8.76.070.A.12.d]
4:1 Provided ratio
Landscape Notes
Planting Area
Bio-Treatment Planting Area
1. Tree species shall be selected which minimize lifting of sidewalks or pavement.
2. Trees shall be planted within root barriers and provided with proper deep watering
irrigation to assure deep root systems and a minimum of lifting of sidewalks and
pavement.
3. Landscape buffers are provided in front of solid walls.
4. Utilities will be screened by walls, fencing, enclosures or landscape.
5. All landscape improvements proposed are privately owned.
6. No fence, wall, hedge, sign or other structure, shrubbery, mounds of earth, or other
visual obstruction over 30 inches in height above the nearest street curb elevation
will be erected, placed, planted or allowed to grow within Traffic Visibility Areas.
Trees within Traffic Visibility Areas will be trimmed (to the trunk) to maintain a line
at least 6 feet above the level of the intersection.
7. Trees will not be planted within 15' of a street light or within 5' of a hydrant.
8. All planted areas are to be top -dressed with 3" organic mulch.
9. All planted areas will be irrigated by a state-of-the-art automatic irrigation system
with a dedicated water service connection and with 'smart' weather -based controls
in conformance with state and local water -efficient landscape regulations.
10. No new fencing is proposed.
11. All proposed landscape improvements are on site.
12. Landscaping shall be such to allow for vehicular overhang as needed.
Decorative Pedestrian Paving: Integrally
Colored Concrete Pavement
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1 17944 DUBLIN Ht
Parking '
ti 1 56.9
traffic signal Bik
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_ t j ke
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Bic) _ F -
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i Sightline triangle , �__ ___
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concrete and -aluminum -. - . Drive-thru lane
T-219 ht — _ _� �
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L_ -L 063.23 --=1
Ex traffic signal17
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Scale: 1" = 20'-0"
a�N
Dublin Boulevard Retail Remodel
7944 Dublin Boulevard
Dublin, California
Landscape Plan
LANDSCAPE ARCHITECTS
27 July 2020
Trees
Plant List
Pistachio chinensis ` Keith Davey'
Keith Davery Chinese Pistache
Shrubs
Rosa x `Noaschnee' Correa pulchella
Flower Carpet White Groundcover Rose Australian Fuchsia
Grasses
r.1
IL,Vlkk :
Lomandra `Platinum Beauty'
Varigated Dwarf Mat Rush
SMITH+SMITH
P:(415) 543-0332 1 1501 North Point Street
F: (415) 543-9740 San Francisco, CA 94123
www.smith2.com
Muhlenbergia rigens
Deer Grass
Marina Strawberry Tree, standard
Arbutus `Marina'
Westringia fruticosa
Coast Rosemary
Pennisetum alopecuroides `Hameln`
Dwarf Fountain Grass
Groundcovers
Trachelospermum jasminoides
Star Jasmine
B610mTreatment
Chondropetalum tectorum
Cape Rush
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Botanical name
Common name
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Trees
Pistachia chinensis 'Keith Davey'
Keith Davey Chinese Pistache
24" box
1 30'
30'
1 D
L
Arbutus 'Marina'
Marina Strawberry
24" box
25'130'1
E
I M
Shrubs, Grasses and Groundoovers
Correa pulchella
Australian Fuchsia
5 gal.
4'
2'
E
L
Rosa x 'Noaschnee'
Flower Carpet White Groundcover Rose
5 gal.
3'
2'
D
M
Westringia fruticosa
Coast Rosemary
5 gal.
G'
12'
E
L
Lomandra 'Platinum Beauty'
Varigated Dwarf Mat Rush
1 gal.
2'
2'
E
L
Muhlenbergia rigens
Deer Grass
1 gal.
4'
4'
E
L
Pennisetum alopecuroides `Hameln'
Dwarf Fountain Grass
1 gal.
2'
3'
E
L
Trachelospermum jasminoides
Star Jasmine
1 gal.
5'
2'
E
M
'Dines
Ficus pumila
Icreeping Fig
15 gal.
1 3'
125'1
E
I M
Perennials
Bio-Treatment
Chondropetalum tectorum
Icape Rush
11 gal.
1 2'
1 2'
1 E I
L
Vines
Ficus pumila
Creeping Fig
Dublin Boulevard Retail Remodel
7944 Dublin Boulevard
Plant List and Planting Images
L M 2
LANDSCAPE ARCHITECTS Dublin, California 27 July 2020
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Trash
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Existing 3/4" water
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for irrigation
- Static Pressure:
64 PSI
Concrete retaining
wail - 3' max. ht
17t� ` LU
Bio .
Sightline triangle
DowrttownDublin' sign,
concrete and -aluminum Drive-thru lane
T-22" ht — — — _ > ` r Pylon sign �1
Ex traffic signal
— _ ZD
Ex street light _
nM7M%===rMMMM1
0 5 10 20 40 60
Scale: 1" = 20'-0"
N�
Legend
Sub -surface drip irrigation with moderate
water -use plant materials
Sub -surface drip irrigation with low and very
low water -use plant materials
Sub -surface drip irrigation with low
water -use bio-treatment plant materials
Irrigation Notes
1. All planted areas will be irrigated by a state-of-the-art automatic irrigation system
on a dedicated water service connection and water meter to include automatic
'smart' weather -sensing controls, high -efficiency sub -surface application methods (i.e.
bubblers and/or drip) and other equipment in compliance with the City's
Water -Efficient Landscaping Regulations.
2. The landscape is water -wise and is in full compliance with state water -efficient
landscape mandates. Estimated Landscape Water Use (ELWU) will not exceed
Maximum Applied Water Allowance (MAWA).
3. The irrigation system water source is the San Ramon Services District potable
water system.
4. Planted and irrigated area tabulation:
Moderate water -use: 203 sq. ft.
Low and very low water -use: 5,393 sq. ft.
Low water -use bio-treatment: 730 sq. ft.
Total Planted area: 6,326 sq. ft.
5. New trees will be irrigated on dedicated circuits with deep watering bubblers to
encourage deep root growth.
WATER EFFICIENT LANDSCAPE WORKSHEET
This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package.
Reference Evapotranspiration (ETo) 46.2
Hydrozone #
/Planting Description
Plant Factor
(PF)
Irrigation
Method
Irrigation
Efficiency
(IE)`
ETAF (PFIIE)
Landscape
Area (sq. ft.)
ETAF x Area
Estimated Total
Water Use
(ETWU)e
Regular Landscape Areas
Moderate Water- Use
Plants
0.50
Drip
0.81
0.62
203
125
3,605
Low Water -Use
Plants
0.30
Drip
0.81
0.37
5,393
1,995
57,156
Low Water -Use
Bio-Treatment
0.30
Drip
0.81
0.37
730
270
2,862
(A)
(B)
Totals
6,326
2,390
63,623
Special Landscape Areas
(C)
(D)
Totals
0
0
ETWU Total
63,623
Maximum Allowed Water Allowance (MAWA)e
68,459
aHydrozone #/Planting Description nlrrigation Method cirrigation Efficiency
E.g overhead spray 0.75 for spray head
1.) front lawn or drip 0.81 for drip
2.) low water use plantings
3.) medium water use planting
dETWU (Annual Gallons Required) = Eto x 0.62 x ETAF x Area
where 0.62 is a conversion factor that converts acre- inches per acre per year to gallons per square foot per year.
eMAWA (Annual Gallons Allowed) = (Eto) (0.62) I (ETAF x L4) + ((1-ETAF) x SLA)J
where 0.62 is a conversion factor that converts acre -inches per acre per year to gallons per square foot per year, LA is the total landscape area
in square feet, SLA is the total special landscape area in square feet, and ETAF is -55 for residential areas and 0.45 for non-residential areas.
ETAF Calculations Average ETAF for Regular Landscape Areas must be 0.55 or below
Regular Landscape Areas for residential areas, and 0.45 or below for non-residential areas.
Total ETAF x Area (B)
2,390
Total Area (A)
6,326
Average ETAF
0.38
All Landscape Areas
Total ETAF xArea (B+D)
2,390
Total Area (A+C)
6,326
Sitewide ETAF (B+D) _ (A+C)
0.38
SMITH+SMITH
P:(415) 543-0332 1501 North Point Street
Dublin Boulevard Retail Remodel Prelimnary Irrigation Plan
F: (415) 543-9740 San Francisco, CA 94123
www.smith2.corn 7944 Dublin Boulevard
LANDSCAPE ARCHITECTS Dublin, California
L-3
27 July 2020