HomeMy WebLinkAboutPC Reso 23-03 PLPA-2023-00011 BASIS Independent School
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 1 of 27
RESOLUTION NO. 23 – 03
A RESOLUTION OF THE PLANNING COMMISSION
OF THE CITY OF DUBLIN
APPROVING A CONDITIONAL USE PERMIT AND A SITE DEVELOPMENT REVIEW FOR A
PRIVATE SCHOOL AT 7950 DUBLIN BOULEVARD
(APNS 941-1500-036-02 AND 941-1500-037-00)
PLPA-2023-00011
WHEREAS, the Applicant, Jerry Hunt of VP RPG Dublin, LLC, submitted an application on
behalf of BASIS Independent School to operate a private school serving up to 800 middle and
high school students, construct façade improvements to the existing 81,985 square foot office
building and construct a 9,134 square foot gymnasium building, outdoor recreational play field,
trash enclosure, and associated site improvements. Requested approvals include a Conditional
Use Permit and Site Development Review Permit. These planning and implementing actions are
collectively known as the “Project”; and
WHEREAS, the 3.72-acre Project site is located in the Downtown Dublin Specific Plan
within the Transit-Oriented District; and
WHEREAS, the Project site is currently occupied with a vacant office building and surface
parking lot; and
WHEREAS, a private school is considered a Civic/Cultural/Institutional use and is an
allowed use with approval of 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) and 15303 (New Construction or Conversion of Small Structures) as the Project
involves interior and exterior alterations to an existing building and construction of a detached
gymnasium (accessory structure) not exceeding 10,000 square feet within an existing surface
parking lot: and
WHEREAS, a Staff Report, dated May 23, 2023, 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 May 23, 2023, 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 .
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 2 of 27
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 the purposes of Chapter 8.104 of the Zoning Ordinance,
with the General Plan and the Downtown Dublin Specific Plan and design guidelin es
because: 1) the existing office building will be renovated and the proposed gymnasium has
been designed to be compatible with the architectural character and scale of the renovated
building and with development in the immediate area with improvements that include new
paint, metal roof parapet, and new smooth metal panel canopies at the building entries.
The new one-story gym has been designed to emulate the renovated building, using a
rectangular form with 45-degree corners, painted concrete pilasters and bays with concrete
panels and aluminum storefront openings between them, along with similar painted smooth
metal panel parapet and canopy elements ; 2) the Project is utilizing traditional building
forms with contemporary, high-quality materials and finishes including in compliance with
the development standards and design guidelines of the Downtown Dublin Specific Plan;
3) with approval of the companion Conditional Use Permit, the Project is consistent with
the General Plan land use designation of Downtown Dublin Specific Plan – Transit-
Oriented District which allows institutional uses with approval of a Conditional Use Permit.
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 in that is compatible with the architectural style, intensity of d evelopment –
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 new and 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 will renovate an existing commercial building to
accommodate a private school; and 2) the design and materials of the new gymnasium are
consistent with the façade improvements proposed on the existing building and other
development in the immediate vicinity.
D. The subject site is suitable for the type and intensity of the approved development because:
1) the Project proposes to renovate an existing vacant 1970’s era commercial building and
construct a new gymnasium on an existing underutilized site; 2) the Project site will be fully
served by a network of existing and planned infrastructure of public roadways, access
easements, services, and facilities that are sized to accommodate this use; and 3) the
Project will meet all of the development standards established to regulate development in
the Downtown Dublin Specific Plan Transit-Oriented District and is compatible with other
development projects in the immediate vicinity.
E. Impacts to existing slopes and topographic features are addressed because 1) the Project
site is currently developed with an office building and surface parking lot ; 2) the site is
generally flat, and the renovation of the existing building, construction of a new gymnasium,
and reconfiguration of the parking area will not impact any slopes or other topographic
features.
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 3 of 27
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 will provide a high degree of design and landscaping to create a
new institutional use in the Downtown Dublin Specific Plan area; 2) the new and renovated
structures on the site will reflect the architectural styles and development standards of
surrounding properties within the Downtown Dublin Specific Plan; 3) the architectural style,
colors and materials used to renovate the existing concrete tilt-up building will be carried
over to the new gymnasium and 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 retail building to the north of the Project site; 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 and commercial 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 site perimeter and interior landscaping
will be 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 new infrastructure including sidewalks and
street lighting have been reviewed for safety and adequate circulation; and 2) the proposed
operator of the site (BASIS Independent School) has developed a Traffic and Parking
Management Plan which will regulate vehicular and pedestrian circulation on the site.
BE IT FURTHER RESOLVED that the City of Dublin Planning Commission does hereby
make the following findings and determinations regarding the Conditional Use Permit:
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 a private school with approval of conditional
use permit; 2) conditions of approval have been placed on the project to ensure
compatibility with the surrounding uses; 3) construction of the new gymnasium will be
designed to be compatible with the renovated office building; 4) the Project site is
accessible from existing driveways on Dublin Boulevard and Regional Street ; and 5) the
site is approximately .5 miles from the West Dublin Bart Station.
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)
the Project will redevelop a vacant office building and associated surface parking lot to
accommodate a new institutional use ; 2) activation of the site will have a positive effect to
the health and safety of persons working or residing in the area; 3) adequate signage will
be placed within the Project site to safely circulate vehicular traffic one-way through the
site for student drop-off and pick-up, and bus unloading and loading; and 4) a Traffic
Impact Study (TIS) was prepared by the City to evaluate and mitigate any potential Project-
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 4 of 27
related impacts to traffic and circulation as a result of the Project; and 5) the Project has
been designed and conditioned to ensure compatibility with the surrounding uses.
C. It will not be injurious to property or improvements in the neighborhood in that: 1) the Project
will include significant improvements to the existing vacant building and landscaping on the
site, thus improving the neighborhood; 2) sufficient parking will be provided to meet the on-
site parking requirements for the new school and 3) A Traffic Impact Study was prepared
by the City to evaluate vehicle queuing and circulation designed to accommodate student
drop-off/pick-up.
D. There are adequate provisions for public access, water sanitation, and public utilities an d
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 Project will be located on a developed
site that 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
which are sized to accommodate the Project; and 3) the Project will be served by existing
public utilities and services including water and sanitation which are sized to accommodate
the Project.
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 site is in the Downtown Dublin
Zoning District, which allows for a variety of uses by right and with approval of a conditional
use permit, including institutional uses, offices, restaurants, retail and residential; 2) the
Project will repurpose an existing vacant office building and construct a new gymnasium
within an existing large surface parking lot. The scale of the new gymnasium, along with
the existing building are physically suitable for the underutilized lot and the new gymnasium
has been designed to comply with the development standards for the zoning district; and
3) the institutional use will create an active use that is suitable for the area and compatible
with the surrounding active retail and commercial uses.
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 Project will contribute to the vibrant commercial area of Downtown
Dublin and provide a service to the residents of the City and surrounding communities; 2)
as conditioned, the proposed project will comply with the applicable development
standards and performance standards established for the Downtown Dublin Zoning
District; and 3 ) the physical improvements to the Project site are subject to a companion
Site Development Review Permit to ensure compliance with the applicable development
standards and regulations.
G. The proposed use is consistent with the Dublin General Plan and with any applicabl e
Specific Plans in that: 1) the General Plan and Specific Plan Land Use designation is
Downtown Dublin – Transit-Oriented District which allows civic, cultural and institutional
uses with the approval of a conditional use permit. T he proposed use will not be contrary
to these standards.
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 5 of 27
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 below:
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.
AGENCY
WHEN
REQUIRED
Prior to:
PLANNING – GENERAL
1.
Approval – Site Development Review Permit. This Site
Development Review (SDR) Permit approval is for the BASIS
Independent School Project (PLPA-2023-00011). This
approval shall be as generally depicted and indicated on the
Project Plans prepared by Inhabit Design, dated April 4, 2023,
attached as Exhibit A and other plans, text, and diagrams
relating to this project, and as specified in the following
Conditions of Approval for this project.
PL On-going
2. Approval – Conditional Use Permit. This Conditional Use
Permit ("CUP" or "Permit") approval is to allow the operation of
a private school which is classified as an Institutional Use in
the Downtown Dublin Specific Plan Transit-Oriented District.
(PLPA-2023-00011). This approval shall be as generally
depicted and indicated on the site plan (DR-1.1) prepared by
Inhabit Design included as part of the project plans dated April
4, 2023, attached as Exhibit A, and other plans, text, and
diagrams relating to this CUP, unless modified by the
Conditions of Approval contained herein.
PL On-going
3. Effective Date. The CUP and SDR approvals become
effective 10 days after action by the Planning Commission,
unless otherwise appealed to the City Council.
PL On-going
4. Permit Expiration. Construction or use shall commence
within one (1) year of Permit approval or the CUP and SDR
shall lapse and become null and void. If there is a dispute as
to whether the CUP and SDR Permits have expired, the City
may hold a noticed public hearing to determine the matter.
Such a determination may be processed concurrently with
revocation proceedings in appropriate circumstances. If the
CUPA and SDR Permits expire, a new application must be
made and processed according to the requirements of the
Zoning Ordinance.
PL One Year After
Effective Date
5. Time Extension. The Director of Community Development
may, upon the Applicant’s written request for an extension of
approval prior to expiration, and upon the determination that
any Conditions of Approval remain adequate to assure that
PL
Prior to
Expiration
Date
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 6 of 27
applicable findings of approval will continue to be met, grant a
time extension of approval for a period not to exceed 12
months. 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.
6. Compliance. The Applicant/Developer shall operate this use
in compliance with the Conditions of Approval of this
CUP/SDR, the approved plans and the regulations established
in the Dublin Municipal Code. Any violation of the terms or
conditions specified may be subject to enforcement action.
PL On-going
7. Minor Amendments. Modifications or changes to this CUP or
SDR Permit approval may be considered by the Community
Development Director if the modifications or changes
proposed comply with Dublin Municipal Code (DMC) Sections
8.100.080 and 8.104.030.
PL On-going
8. Revocation of Permit. The CUP/SDR approval shall be
revocable for cause in accordance with DMC Section
8.96.020.I. Any violation of the terms or conditions of this
permit shall be subject to citation.
PL On-going
9. 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 District
and the California Department of Health Services
requirements and standard conditions. Prior 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 to the
Planning Department, indicating that all applicable conditions
required have been or will be met.
Various
Building
Permit
Issuance
10. Required Permits. The Applicant/Developer shall obtain all
permits required by other agencies including, but not limited to
Alameda County Flood Control and Water Conservation
District Zone 7, California Department of Fish and Wildlife,
Army Corps of Engineers, Regional Water Quality Control
Board, Caltrans and provide copies of the permits to the Public
Works Department.
PW
Building
Permit
Issuance and
Grading
Permit
Issuance
11. Fees. The Applicant/Developer shall pay all applicable fees in
effect at the time of building permit issuance, including, but not
limited to, Planning fees, Building fees, Traffic Impact Fees,
TVTC fees, Dublin San 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.
Various
Building
Permit
Issuance
12. Indemnification. Applicant 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
ADM On-going
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 7 of 27
Council, Community Development Director, Zoning
Administrator, or any other department, committee, or agency
of the City; provided, however, that the Applicant's duty to so
defend, indemnify, and hold harmless shall be subject to the
City's promptly notifying the Applicant of any said claim, action,
or proceeding and the City's full cooperation in the defense of
such actions or proceeding.
13. Clarification of Conditions. In the event 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 Applicant/Developer without going to a public hearing. The
Director of Community Development 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 to this project.
PL, PW On-going
14. Clean-up. The Applicant/Developer shall be responsible for
clean-up and disposal of project related trash to maintain a
safe, clean and litter-free site.
PL On-going
15. Controlling Activities. The Applicant/Property Owner shall
control all activities on the project site so as not to create a
nuisance to the existing or surrounding businesses and
residences.
PL On-going
16. Construction Trailer. The Applicant/Developer shall obtain a
Temporary Use Permit prior to the establishment of any
construction trailer, storage shed, or container units on the
Project site.
PL
Establishment
of the
Temporary
Use
17. 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/ 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.
PL On-going
PLANNING – PROJECT SPECIFIC - SITE DEVELOPMENT REVIEW
18. Equipment Screening. All electrical equipment, fire risers,
and/or mechanical equipment shall be screened from public
view by landscaping and/or architectural features and
electrical transformers shall be underground or architecturally
screened.
Any roof-mounted equipment shall be completely screened
from adjacent street view by materials architecturally
compatible with the building and to the satisfaction of the
Community Development Director. The Building Permit plans
shall show the location of all equipment and screening for
review and approval by the Community Development Director.
PL
Building
Permit
Issuance
19. The applicant shall work with staff to find an alternative
location on the west side of the gymnasium building, if
feasible, for the proposed trash enclosure. PL, PW
Prior to
Issuance of
Building
Permit
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 8 of 27
20. The Applicant shall work with Staff to create elements that
emphasize the primary entrances on the east and west sides
of the existing building. PL
Prior to
Issuance of
Building
Permit
PLANNING – PROJECT SPECIFIC – CONDITIONAL USE PERMIT
21. Enrollment:
Daily Capacity
Maximum enrollment of the school for typical daily operations
Monday through Friday shall not exceed 800 students as
stated in the approved project application.
Extra-Curricular & Event Capacities
Extra-curricular and event capacities for Monday through
Friday evening hours and Saturday through Sunday weekend
hours shall not exceed 500 participants and 147 vehicles in the
147 parking spaces on site.
PL Ongoing
22. Operating Hours:
Daily School Operating Hours – Daily school class hours shall
be Monday through Friday and occur between 7am and
5:00pm.
Evening Hours- After school extra-curricular and event hours
shall be Monday through Friday and occur between 5:00pm
and 10:00pm
Weekend Hours- Weekend extra-curricular and event hours
shall be Saturday and Sunday and occur between 7am and
10:00pm.
PL Ongoing
23. Student Start & Dismissal Times. When school enrollment is
between 1 and 400 students, the school will administer a single
or staggered start period times between 7:00am and 9:00am
and a single or staggered end period time between 2:30pm
and 4:30pm. When the school enrollment is between 400 and
800 students, the school will administer staggered start period
times between 7:00am and 9:00am and staggered end period
times between 2:30pm and 4:30pm.
PL Ongoing
24. Indoor & Outdoor Activities. School activities will generally
be conducted indoors. Activities associated with arrival and
departure, site circulation, and use of the field, hardscape play,
play structure area, and outdoor seating and gathering areas
are allowed according to the capacity, schedule, and any other
limits of all applicable site conditions.
PL Ongoing
25. Use of the Property. School campus facilities may only be
rented or otherwise used by school approved non-school
entities according to the capacity, schedule, and any other
limits of all applicable site conditions.
PL Ongoing
26. Noise/Nuisances. The operator shall control all activities so
as not to create unusual or unnecessary noise which annoys
or disturbs or injures or endangers the health, repose peace or
safety of any reasonable person of normal sensitivity present
in the area.
PL Ongoing
27. Permanent and Temporary Signs. All permanent and
temporary signs shall conform to Chapter 8.84 of the Dublin
Zoning Ordinance at all times.
PL Ongoing
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 9 of 27
28. Property Maintenance. The property owner and/or operator
shall be responsible to maintaining the site in a clean and litter
free condition at all times.
PL Ongoing
29. Traffic and Parking Management Plan. The school shall
provide parents, and enforce compliance, with written
documentation outlining the measures in the Traffic and
Parking Management Plan to manage both the traffic flow of
private vehicles and the use of the parking facilities and
parents and employees shall be required to strictly adhere to
these requirements.
PL Ongoing
30. Annual Review. On an annual basis, this Conditional Use
Permit approval may be subject to a review by the Community
Development Director to determine compliance with the
Conditions of Approval.
PL Ongoing
DOWNTOWN DUBLIN SPECIFIC PLAN MITIGATION MEASURES
31. 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
development in the DDSP project area. The design level
geotechnical report shall specify foundations 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.
PL
Building
Permit
Issuance
32. 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 event that the
Phase I recommends subsequent testing, the potential health
risks shall be evaluated, 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.
PL
Building
Permit
Issuance
33. 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 3.5-1b: Prior to issuance of any building or grading
permits, a Storm Water Pollution Prevention Plan (SWPPP)
shall be prepared by the project contractors and submitted to
the Regional Water 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
PL/PW
Site Work
(Grading)
Permit
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 10 of 27
and control provisions, pollution detection provisions, 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.
34. 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 equipment and no
equipment shall have an un-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.
Select demolition methods to minimize vibration,
where possible (e.g., sawing masonry into sections
rather than demolishing it by pavement breakers).
MM 3.7-1b: 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,
PL/PW
Building
Permit
Issuance
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 11 of 27
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
35. Final Landscape and Irrigation Plan. Plans shall comply with
DMC Chapter 8.72 and be generally consistent with the project
plans attached to this Resolution as Exhibit A Final
Landscape and Irrigation Plan prepared and stamped by a
State licensed landscape architect or registered engineer shall
be submitted for review and approval by the Community
Development Director.
PL
Landscape
Plan Approval
and
Installation
36.
Water Efficient Landscaping Regulations. The
Applicant/Developer shall meet all requirements of the City of
Dublin's Water-Efficient Landscaping Regulations contained in
DMC Chapter 8.88 and submit written documentation to the
Public Works Department (in the form of a Landscape
Documentation Package and other required documents) that
the development conforms to the City’s Water Efficient
Landscaping Ordinance.
PL
Building
Permit
Issuance
37. Tree Composite Plan. Underground utilities shall be shown,
or a composite utility, lighting, joint trench, and tree plan shall
be submitted to resolve potential conflicts.
PL
Landscape
Plan Approval
and
Installation
38. Traffic Visibility Area. No fence, wall, hedge, sign or other
structure, shrubbery, mounds of earth, or other visual
obstruction over 30 inches in height above the nearest curb
elevation shall be erected, placed, planted or allowed to grow
within the Traffic Visibility Area. (DMC 8.72.030.A.24).
PL
On-going
39. Landscape Borders. All new landscaped areas in parking
areas shall be bordered by a concrete curb that is at least 6
inches high and 6 inches wide. New curbs adjacent to parking
spaces must be 12 inches wide. All new landscaped areas
shall be a minimum of 6 feet in width curb to curb. (DMC
8.76.070.A.19)
PL
Landscape
Plan Approval
and
Installation
40. Maintenance of Landscape. All landscape areas on the site
shall be enhanced and properly maintained at all times. Any
proposed or modified landscaping to the site, including the
removal or replacement of trees, shall require prior review and
written approval from the Community Development Director.
PL On-going
41. Tree Protection Plan. Include tree protection zone (TPZ) for
trees to remain, tree protection detail and requirements for
excavation within the TPZ in compliance with the International
Society of Arboriculture’s Best Management Practices for
Managing Trees During Construction.
PL
Building
Permit
Issuance
42. Tree Composite Plan. Submit composite utility, lighting, joint
trench, and tree plan to resolve when potential conflicts are
identified.
PL
Landscape
Plan Approval
and
Installation
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 12 of 27
43. Root Barriers and Tree Staking. The Landscape Plans shall
provide details showing root barriers and tree staking will be
installed which meet current City specifications.
PL, PW
Landscape
Plan Approval
and
Installation
BUILDING AND SAFETY
44. Building Codes and Ordinances. All project construction
shall conform to all building codes and ordinances in effect at
the time of building permit.
B Through
Completion
45. 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 California licensed Architect or
Engineer. All structural calculations shall be prepared and
signed by a California licensed Architect or Engineer. The site
plan, landscape plan and details shall be consistent with each
other.
B
Issuance of
Building
Permits
46. Building Permits. To apply for building permits,
Applicant/Developer shall submit electronic drawings for plan
check. An annotated copy of the Conditions of Approval shall
be included with the submittal. The notations shall clearly
indicate how all Conditions of Approval will or have been
complied with. 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.
B
Issuance of
Building
Permits
47. As -Built Drawings. All revisions made to the building plans
during the project shall be incorporated into an “As Built”
electronic file and submitted prior to the issuance of the final
occupancy.
B Occupancy
48. Addressing
a) An address request shall be submitted for the new
building.
Address signage shall be provided as per the Dublin
Commercial Security Code.
B
Prior to
Release of
building
permit.
Prior to
Permitting
49. Addressing. Address numbers shall be illuminated during
the hours of darkness. 7.32.130 Dublin Municipal Code. B Occupancy of
Building
50. Engineer Observation. The Engineer of record shall be
retained to provide observation services for all components of
the lateral and vertical design of the building, including nailing,
hold-downs, straps, shear, roof diaphragm and structural
frame of building. A written report shall be submitted to the
City Inspector prior to scheduling the final frame inspection.
B
Prior to
Scheduling the
Final Frame
Inspection
51. Foundation. Geotechnical Engineer for the soils report shall
review and approve the foundation design. A letter shall be
submitted to the Building Division on the approval.
B
Prior to Permit
Issuance
52. Change of Occupancy Permit. 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.
B
Prior to Permit
Issuance
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 13 of 27
53. Fault Rupture Hazard Evaluation and Design – Level
Geotechnical Investigation. The Fault Rupture Hazard
Evaluation and Design – Level Geotechnical Investigation
shall be submitted with each building permit. This includes but
is not limited to the tenant improvement of the existing building
and the new building
B Through
Construction
54. Air Conditioning Units. Air conditioning units and ventilation
ducts shall be screened from public view with materials
compatible to the main building. Units shall be permanently
installed on concrete pads or other non-movable materials
approved by the Chief Building Official and Director of
Community Development.
B Occupancy of
Building
55. Plumbing Fixture Count. The plumbing fixture count (e.g.,
water closets, lavatories, urinals, drinking fountains) shall meet
the minimum requirements for the use as regulated by the CA
Plumbing Code.
B Prior to
Permitting
56. Solar Zone – CA Energy Code. Show the location of the
Solar Zone on the site plan. Detail the orientation of the Solar
Zone. This condition of approval will be waived if the project
meets the exceptions provided in the CA Energy Code.
B
Through
Completion
57. Accessible Parking. The required number of parking stalls,
the design and location of the accessible parking stalls shall
be as required by the CA Building Code, Chapter 11-B.
B
Through
Completion
58. Green Parking. The design and number of clean air, EV
Capable and EV Capable with EVSE spaces shall be as
required by the CA Green Building Standards Code.
The minimum number of EV stalls shall be determined based
on the percentage of the projects total number of parking
spaces assigned to the new building. (GSF new building /)
GSF of Existing + New Building)).
B Through
Completion
59. Retaining Walls. All retaining walls over 30 inches in height
and adjacent to a walkway shall be provided with guardrails.
Retaining walls with a surcharge and retaining walls over 36
inches in height shall obtain permits and inspections from the
Building & Safety Division.
B Through
Completion
60. Accessory Structures. Building permits are required for all
trash enclosures and associated amenities / structures and are
required to meet the accessibility and building codes.
B Through
Completion
61. Temporary Fencing. Temporary construction fencing shall be
installed along perimeter of all exterior work under construction
and exterior storage of construction material.
B Through
Completion
62. Copies of Approved Plans. Applicant shall provide City with
one reduced (1/2 size) copy of the City of Dublin stamped
approved plan. B
30 Days After
Permit and
Each Revision
Issuance
FIRE PREVENTION
63. Fire Apparatus Access Road. The existing fire apparatus
access roads for Building 1 are existing, nonconforming. Any
changes to the existing fire apparatus access roads will
require to upgrade to meet the current fire code requirements.
A revision to the width of the east portion of the existing
emergency vehicle access easement from 20’ to 26’ wide is
necessary to serve Building 2, and does not require existing
fire apparatus access road paving improvements.
F
Approval of
Improvement
Plans
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 14 of 27
64. Fire Department Access. Fire department access
requirements are to be met for new fire department access
road components. All new fire apparatus access road paving
shall be of an approved all-weathered surface and capable of
supporting imposed load of 75,000 lbs.
F
Approval of
Improvement
Plans
65. No fire service lines shall pass beneath buildings.
F
Approval of
Improvement
Plans
66. Fire Hydrants. All existing and proposed fire hydrants shall
comply with the requirements in CFC Section 507.5, Appendix
B and Appendix C.
F
Approval of
Improvement
Plans
67. New Fire Sprinkler System & Monitoring Requirements
In accordance with The Dublin Fire Code, fire sprinklers shall
be installed in the building. The system shall be in accordance
with the NFPA 13, the CA Fire Code and CA Building Code.
Plans and specifications showing detailed mechanical design,
cut sheets, listing sheets and hydraulic calculations shall be
submitted to the Fire Department for approval and permit prior
to installation. This may be a deferred submittal.
a) Sprinkler Plans. (Deferred Submittal Item). Submit
detailed mechanical drawings of all sprinkler
modifications, including cut sheets, listing sheets and
calculations to the Fire Department for approval and
permit prior to installation.
b) All sprinkler system components shall remain in
compliance with the applicable N.F.P.A. 13 Standard,
the CA Fire Code and the CA Building Code.
c) Underground Plans. (Deferred Submittal Item).
Submit detailed shop drawings for the fire water supply
system, including cut sheets, listing sheets and
calculations to the Fire Department for approval and
permit prior to installation. All underground and fire
water supply system components shall be in
compliance with the applicable N.F.P.A. 13, 24, 20, 22
Standards, the CA Fire Code and the CA Building
Code. The system shall be hydrostatically tested and
inspected prior to being covered. Prior to the system
being connected to any fire protection system, a
system flush shall be witnessed by the Fire
Department.
d) Central Station Monitoring. Automatic fire
extinguishing systems installed within buildings shall
have all control valves and flow devices electrically
supervised and maintained by an approved central
alarm station. Zoning and annunciation of central
station alarm signals shall be submitted to the Fire
Department for approval.
e) Fire Protection Equipment shall be identified with
approved signs constructed of durable materials,
permanently installed and readily visible.
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.
F
Building
Permit
Issuance
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 15 of 27
68. 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 approved
gates/barriers that provide for emergency access.
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 surface,
bridges/crossings, gates/key-switch, within a 150-foot
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.
F During
Construction
69. Fire Alarm System Required. A Fire Alarm System in
conformance with Sections 907.2.1 and 907.2.3.8 of the
Dublin Fire Code is required shall be installed throughout the
building so as to provide full property protection, including
combustible concealed spaces, as required by NFPA 72. The
system shall be installed in accordance with NFPA 72, CA
Fire, Building, Electrical, and Mechanical Codes.
If the system is intended to serve as an evacuation system,
compliance with the horn/strobe requirements for the entire
building must also be met. All automatic fire extinguishing
systems shall be interconnected to the fire alarm system so
as to activate an alarm if activated and to monitor control
valves. Delayed egress locks shall meet requirements of
C.F.C.
a) Fire Alarm Plans. (Deferred Submittal Item). Submit
detailed drawings of the fire alarm system, including
floor plan showing all rooms, device locations, ceiling
height and construction, cut sheets, listing sheets and
battery and voltage drop calculations to the Fire
Department for review and permit prior to the
installation. Where employee work areas have audible
alarm coverage, circuits shall be initially designed with
a minimum 20 percent spare capacity for adding
appliances to accommodate hearing impaired
employees.
b) Central Station Monitored Account. Automatic fire
alarm systems shall be monitored by an approved
central alarm station. Zoning and annunciation of
central station alarm signals shall be approved by the
Fire Department.
F Occupancy
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 16 of 27
c) Qualified Personnel. The system shall be installed,
inspected, tested, and maintained in accordance with
the provisions of NFPA 72. Only qualified and
experienced persons shall perform this work.
Examples of qualified individuals are those who have
been factory trained and certified or are NICET Fire
Alarm Certified.
d) Inspection & Testing Documentation. Performance
testing of all initiating & notification devices in the
presence of the Fire Inspector shall occur prior to final
of the system. Upon this inspection, proof that the
specific account is UL Certificated must be provided to
the Fire Inspector.
70. 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
extinguishers maybe required by the fire inspector.
Fire extinguisher shall meet a minimum classification of 2A
10BC. Extinguishers weighing 40 pounds or less shall be
mounted no higher than 5 feet above the floor measured to the
top of the extinguisher. Extinguishers shall be inspected
monthly and serviced by a licensed concern annually.
F Occupancy
71. FD Building Key Box. Building Access. 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 5½ feet above grade. The box shall be
sized to hold the master key to the facility as well as keys for
rooms not accessible by the master key. Specialty keys, such
as the fire alarm control box key and elevator control keys shall
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.
F Occupancy
72. Means of Egress. Exit signs shall be visible and illuminated
with emergency lighting when building is occupied. F Occupancy
73. Maximum Occupant Load. Posting of room capacity is
required for any occupant load of 50 or more persons.
Submittal of a seating plan on 8.5” x 11” paper is required prior
to final occupancy.
F Occupancy
74. 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, maintain the products cut-sheets and packaging
that show proof of the products flammability and flame-spread
ratings. Decorative materials shall be fire retardant.
F Occupancy
75. General Inspection. Upon inspection of the work for which
this submittal was provided, a general inspection of the
business and site will be conducted.
F Occupancy
76. 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
F Occupancy of
Any Building
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 17 of 27
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 1-inch stroke. Larger sizes may be
necessary depending on the setbacks and visibility.
77. 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 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.
F Occupancy
PUBLIC WORKS – GENERAL CONDITIONS
78. Zone 7 Impervious Surface Fees. The Applicant/Developer
shall complete a “Zone 7 Impervious Surface Fee Application”
and submit an accompanying exhibit for review by the Public
Works Department. Fees generated by this application will be
due at issuance of Building Permit.
PW
Grading
Permit or
Building
Permit
Issuance
PUBLIC WORKS – AGREEMENTS
79. Stormwater Management Maintenance Agreement.
Developer or Property Owner shall enter into an Agreement
with the City of Dublin that guarantees the property owner’s
perpetual maintenance obligation for all stormwater
management measures installed as part of the project,
including those on-site and within the public Rights of Way. In
addition to stormwater management measures, drainage v-
ditches, mitigation areas, and existing wetlands shall be
included for reference, as applicable. Said Agreement is
required pursuant to Provision C.3 of the Municipal Regional
Stormwater NPDES Permit, Order No. R2-2022-0018. 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.
PW
Grading
Permit or
Building
Permit
Issuance
PUBLIC WORKS – PERMITS AND BONDS
80. 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 Engineer an encroachment permit for
work specifically included in an Improvement Agreement may
not be required.
PW Permit
Issuance
81. Grading Permit. Applicant/Developer shall obtain a Grading
Permit from the Public Works Department for all grading. PW Permit
Issuance
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 18 of 27
82. Security. Applicant/Developer shall provide faithful
performance security to guarantee the improvements
associated with the grading/sitework permit, as well as
payment security, as determined by the City Engineer (Note:
The performance security shall remain in effect until one year
after final inspection).
PW Permit
Issuance
PUBLIC WORKS - SUBMITTALS
83. Improvement Plan Submittal Requirements. All submittals
of plans shall comply with the 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 industry standards.
A complete submittal of improvement plans shall include all
civil improvements, joint trench, street lighting and on-site
safety lighting, landscape plans, and all associated documents
as required. Applicant/Developer shall not piecemeal the
submittal by submitting various components separately.
PW
Grading
Permit
Issuance
84. Improvement Plan Requirements from Other Agencies.
Applicant/Developer will be responsible for submittals and
reviews to obtain the approvals of all participating non-City
agencies, including but not limited to the Alameda County Fire
Department and the Dublin San Ramon Services District.
PW
Grading
Permit
Issuance
85. Composite Exhibit. Construction plan set shall include a
Composite Exhibit showing all site improvements, utilities,
landscaping improvements and trees, etc. to be constructed to
ensure that there are no conflicts among the proposed and
existing improvements.
PW
Grading
Permit
Issuance
86. Geotechnical Report. Applicant/Developer shall submit a
Design Level Geotechnical Report, which includes street
pavement sections, grading and additional information and/or
clarifications as determined by the City Engineer.
PW
Grading
Permit
Issuance
87. Ownership and Maintenance of Improvements.
Applicant/Developer shall submit an Ownership and
Maintenance Exhibit for review and approval by Planning
Division and Public Works Department. Terms of maintenance
are subject to review and approval by the City Engineer.
PL, PW
Grading
Permit
Issuance
88. 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 have been graded to within 0.1 feet of the grades shown
on the approved Grading Plans, and that the top & toe of banks
and retaining walls are at the locations shown on the approved
Grading Plans.
PW Acceptance of
Improvements
89. Approved Plan Files. Applicant/Developer shall provide the
Public Works Department a PDF format file of approved site
plans, including grading, improvement, landscaping &
irrigation, joint trench and lighting.
PW
Grading
Permit
Issuance
90. 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
objects and entities in layers shall be colored by layer and
named in English. All submitted drawings shall use the Global
PW Acceptance of
Improvements
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 19 of 27
Coordinate System of USA, California, NAD 83 California State
Plane, Zone III, and U.S. foot.
91. Environmental Services Files. Applicant/Developer shall
provide to the Public Works Department GIS shape files,
provided in a format acceptable to the City, all MRP Provision
C.3 stormwater features, trash capture devices, mitigation
measures, wetlands, v-ditches and public waste containers.
PW/ESD Acceptance of
Improvements
92. SB 1383 Compliance Reporting. To comply with SB 1383,
applicant shall provide to the Public Works Department records
indicating where SB 1383 compliant mulch or compost was
applied in the project, the source and type of product, quantity
of each product, and invoices demonstrating procurement.
PW/ESD
Acceptance of
Improvements
/ Building
Occupancy
PUBLIC WORKS – EASEMENTS AND ACCESS RIGHTS
93. Dedications. Applicant shall dedicate any rights-of-way and
easement dedications required by these conditions or
determined necessary by the City Engineer.
PW Improvement
Plan Approval
94. Emergency Vehicle Access Easements. The
Applicant/Developer shall dedicate Emergency Vehicle
Access Easements (EVAE) over the clear pavement width of
all drive aisles as required by the Alameda County Fire
Department and City Engineer.
PW Improvement
Plan Approval
95. Abandonment of Easements. Applicant/Developer shall
obtain abandonment from all applicable public agencies of
existing easements and rights-of-way within the project site
that will no longer be used. Prior to completion of
abandonment, the improvement plans may be approved if the
Applicant/Developer can demonstrate to the satisfaction of the
City Engineer that the abandonment process has been
initiated.
PW Improvement
Plan Approval
96. Acquisition of Easements. Applicant/Developer shall be
responsible for obtaining any onsite and offsite easements,
and/or obtain rights-of-entry from the adjacent property owners
for any improvements not located on their property. The
Applicant/Developer shall prepare all required documentation
for dedication of all easements on-site and off-site. The
easements and/or rights-of-entry shall be in writing and copies
furnished to the Public Works Department.
PW Improvement
Plan Approval
97. Approval by Others. The Applicant/Developer will be
responsible for submittals and reviews to obtain the approvals
of all applicable non-City agencies.
PW Improvement
Plan Approval
PUBLIC WORKS - GRADING
98. Grading Plan. The Grading Plan shall be in conformance with
the recommendation of the Geotechnical Report, the Site
Development Review, and the City design standards &
ordinances. In case of conflict between the soil engineer’s
recommendation and the City ordinances, the City Engineer
shall determine which shall apply.
PW
Grading
Permit
Issuance
99. Geotechnical Engineer Review and Approval. The Project
Geotechnical Engineer shall be retained to review all final
grading plans and specifications. The Project Geotechnical
Engineer shall approve all grading plans prior to City
approval.
PW
Grading
Permit
Issuance/
Sitework
Permit
100. Grading Off-Haul. The disposal site and haul truck route for
any off-haul dirt materials shall be subject to the review and PW Grading
Permit
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 20 of 27
approval by the City Engineer prior to the issuance of a
Grading Permit. If the Applicant/Developer does not own the
parcel on which the proposed disposal site is located, the
Applicant/Developer shall provide the City with a Letter of
Consent signed by 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.
A Transportation Permit or Encroachment Permit may be
required for the haul route, as determined by the City Engineer,
which shall include a pre- and post-hauling survey of the
pavement condition. Applicant/Developer shall be responsible
for repairing damaged pavement due to hauling operations, as
determined by the City Engineer.
Issuance/
Sitework
Permit
101. Erosion Control Plan. A detailed Erosion and Sediment
Control Plan shall be included with the Grading Plan submittal.
The plan shall include detailed design, location, and
maintenance criteria of all erosion and sedimentation control
measures. The plan shall also address site housekeeping best
management practices.
PW
Grading
Permit
Issuance
102. 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:
Pavement demolition, including streetlights and
landscaped median islands.
Landscaping and irrigation
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.
PW
Grading
Permit
Issuance
PUBLIC WORKS – STORM DRAINAGE & OTHER UTILITIES
103. 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 drain system. Show the size
and location of existing and proposed storm drains and catch
basins on the site plan. Show the size and location of public
storm drain lines and the points of connection for the on-site
storm drain system.
PW
Grading
Permit
Issuance
104. Overland Release. On-site grading and drainage shall be
designed so that surplus drainage (above and beyond that of
the 10-year storm event) not collected in site catch basins, is
directed overland so as not to cause flooding of existing or
proposed buildings.
PW
Grading
Permit
Issuance
105. Storm Drain Easements. Private storm drain easements and
maintenance roads shall be provided for all private storm
drains or ditches that are located on private property. The
Applicant/Developer shall be responsible for the acquisition of
all storm drain easements from adjacent property owners
which are required for the connection and maintenance of all
storm drainage improvements.
PW
Grading
Permit
Issuance
106. 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 a note shall be shown on the
PW Acceptance of
Improvements
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 21 of 27
improvement plans. The markers may be purchased from the
Public Work Department.
107. Fire Hydrants. Fire hydrant locations shall be approved by
the Alameda County Fire Department. A raised reflector blue
traffic marker shall be installed in the street opposite each
hydrant and shown on the signing & striping plan.
PW Acceptance of
Improvements
108. Dry Utilities. Applicant/Developer shall construct gas,
electric, telephone, cable TV, and communication
improvements as necessary to serve the project as approved
by the City Engineer and the various Public Utility agencies.
PW
Certificate of
Occupancy or
Acceptance of
Improvements
109. Dry Utility Locations. All electric, telephone, cable TV, and
communications utilities, shall be placed underground in
accordance with the City policies and ordinances. All utilities
shall be located and provided within public utility easements or
public services easements and sized to meet utility company
standards.
PW
Certificate of
Occupancy or
Acceptance of
Improvements
110. 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 public view. Landscape drawings
shall be submitted to the City showing the location of all utility
vaults, boxes, and structures and adjacent landscape features
and plantings. Where applicable, Joint Trench Plans shall be
submitted along with the grading and/or improvement plans.
PW
Certificate of
Occupancy or
Acceptance of
Improvements
PUBLIC WORKS - CONSTRUCTION
111. 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 Applicant/Developer will be responsible for
maintaining erosion and sediment control measures for one
year following the City’s acceptance of the improvements.
PW
Start of
Construction
and On-going
112. Archaeological Finds. If archaeological materials are
encountered during construction, construction within 100 ft of
these materials shall be halted until a professional
Archaeologist certified by the Society of California
Archaeology (SCA) or the Society of Professional Archaeology
(SOPA) has had an opportunity to evaluate the significance of
the find and suggest appropriate mitigation measures.
PW
Start of
Construction
and On-going
113. 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 the City Engineer. Extended hours or
Saturday work will be considered by the City Engineer on a
case-by-case basis. Note that the construction hours of
operation within the public right-of-way are more restrictive.
PW
Start of
Construction
and On-going
114. 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 within the fenced area. Construction
materials and/or equipment shall not be operated/stored
outside of the fenced area or within the public right-of-way
unless approved in advance by the City Engineer.
PW
Start of
Construction
and On-going
115. Construction Noise Management Plan. Applicant/Developer
shall prepare a construction noise management plan that PW Start of
Construction
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 22 of 27
identifies measures to minimize construction noise on
surrounding developed properties. The plan shall include
hours of construction operation, use of mufflers on construction
equipment, speed limit for construction traffic, haul routes and
identify a noise monitor. Specific noise management measures
shall be provided prior to project construction.
Implementatio
n, and On-
going as
needed
116. Traffic Control Plan. Closing of any existing pedestrian
pathway and/or sidewalk during construction shall be
implemented through a City-approved Traffic Control Plan and
shall be done with the goal of minimizing the impact on
pedestrian circulation.
PW
Start of
Construction
and On-going
as needed
117. Construction Traffic Interface Plan. Applicant/Developer
shall prepare a plan for construction traffic interface with public
traffic on any existing public street. Construction traffic and
parking may be subject to specific requirements by the City
Engineer.
PW
Start of
Construction;
Implementatio
n, and On-
going as
needed
118. Pest Control. Applicant/Developer shall be responsible for
controlling any rodent, mosquito, or other pest problem due to
construction activities.
PW On-going
119. Dust Control Measures. Applicant/Developer shall be
responsible for watering or other dust-palliative measures to
control dust as conditions warrant or as directed by the City
Engineer.
PW
Start of
Construction;
Implementatio
n On-going as
needed
120. 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 all times. Spillage of haul materials and mud-tracking on the
haul routes shall be prevented at all times. The
Applicant/Developer shall be responsible for sweeping of
streets within, surrounding and adjacent to the project, as well
as along the haul route, if it is determined that the tracking or
accumulation of material on the streets is due to its
construction activities.
PW
During
Grading and
Site Work
121. Construction Traffic and Parking. All construction-related
parking shall be off-street in an area provided by the
Applicant/Developer. Construction traffic and parking shall be
provided in a manner approved by the City Engineer.
PW
Start of
Construction
and On-going
PUBLIC WORKS – EROSION CONTROL & STORMWATER QUALITY
122. Stormwater Treatment. Consistent with Provision C.3 of the
Municipal Regional Stormwater NPDES Permit (MRP) Order
No. R2-2022-0018, the Applicant/Developer shall submit
documentation including construction drawings demonstrating
all stormwater treatment measures and hydromodification
requirements as applicable are met.
PW/ESD
Grading
Permit
Issuance
123. Stormwater Source Control. All applicable structural and
operational stormwater source controls shall be implemented. PW/ESD
Grading/Sitew
ork Permit
Issuance
124. Maintenance Access. Applicant shall design and construct
maintenance access to all stormwater management measures
and mitigation swales, as appropriate. Maintenance access for
equipment and personnel to overflow risers, cleanouts and
other structures is required. The final number, location, width,
PW/ESD
Grading
Permit
Issuance
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 23 of 27
and surfacing of maintenance access points from public or
private streets is subject to the approval of the City Engineer.
125. 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 the requirements of the
NPDES. A copy of the Storm Water Pollution Prevention Plan
(SWPPP) shall be provided to the Public Works Department
and be kept at the construction site.
PW
Start of Any
Construction
Activities
126. SWPPP. The Storm Water Pollution Prevention Plan
(SWPPP) shall identify the Best Management Practices
(BMPs) appropriate to the project construction activities. The
SWPPP shall include the erosion and sediment control
measures in accordance with the regulations outlined in the
most current version of the Association of Bay Area
Governments (ABAG) Erosion and Sediment Control
Handbook or State Construction Best Management Practices
Handbook. The Applicant/Developer is responsible for
ensuring that all contractors implement all storm water
pollution prevention measures in the SWPPP.
PW
SWPPP to be
Prepared Prior
to Grading
Permit
Issuance;
Implementatio
n Prior to Start
of
Construction
and On-going
as needed
127. Stormwater Management Plan. A final Stormwater
Management Plan shall be submitted for review and approval
by the City Engineer. Approval is subject to the
Applicant/Developer providing the necessary plans, details,
and calculations that demonstrate the plan complies with the
standards issued by the San Francisco Bay Regional Water
Quality Control Board and Alameda Countywide Clean Water
Program. Landscape Based Stormwater Management
Measures shall be irrigated and meet WELO requirements.
PW/ESD
Building
Permit
Issuance and
Grading
Permit
Issuance
128. SB 1383 Compliance. To comply with SB 1383 procurement
requirements, all mulch and compost used in stormwater
management measures and general landscape areas shall
meet SB 1383 procurement requirements. Specifically,
compost must be produced at a permitted composting facility;
digestate, biosolids, manure and mulch do not qualify as
compost. Eligible mulch must be derived from organic
materials and be produced at a permitted transfer station,
landfill, or composting facility. Examples of allowed compost
include arbor mulch and composted mulch.
PW/ESD
Building
Permit
Issuance and
Grading
Permit
Issuance
129. Trash Capture. The project must include appropriate full trash
capture devices for both private and public improvements.
Specific details on the trash capture devices selected are
required on the construction plan set demonstrating how MRP
Provision C.10 (trash capture) requirements are met. A list of
approved full trash capture devices may be found at the
California Stormwater Quality Association website at the
following link: https://www.casqa.org/resources/trash/certified-
full-capture-system-trash-treatment-control-devices. Please
note that lead time for trash capture device delivery can be
substantial. The applicant/contractor shall plan accordingly.
PW/ESD
Building
Permit
Issuance and
Grading
Permit
Issuance
130. Phased Construction and Stormwater Management
Measures. Required stormwater treatment, hydromodification
management, and trash capture devices shall be installed
concurrent with construction of the first phase of
improvements. Temporary facilities are not permitted.
PW/ESD
Building
Permit
Issuance and
Grading
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 24 of 27
Permit
Issuance
PUBLIC WORKS – ONSITE IMPROVEMENTS
131. Drive Aisle Width. The parking lot aisles with no parking on
either side of the drive aisle shall be a minimum of 12’ wide for
one way travel, 20’ wide for two-way travel, and 24’ wide for
two-way travel with adjacent perpendicular parking, to allow for
adequate onsite vehicle circulation for cars, trucks, and
emergency vehicles, in general conformance with the
approved SDR Plans. Fire access road requirements also
apply.
PW
Grading
Permit
Issuance
132. Vehicle Parking. All on-site vehicle parking spaces shall
conform to the following:
a. All parking spaces shall be double striped using 4”
white lines set 2 feet apart in accordance with City
Standards and DMC 8.76.070.A.17.
b. 12”-wide concrete step-out curbs shall be constructed
at locations of new curb construction at each parking
space where one or both sides abut a landscaped area
or planter.
c. Where wheel stops are shown, individual 6’ long wheel
stops shall be provided within each parking space in
accordance with City Standards.
d. A minimum 2’ radius shall be provided at new curb
returns and curb intersections where applicable.
e. Parking stalls next to walls, fences and obstructions to
vehicle door opening shall be an additional 4’ 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 2-foot
vehicular overhang at front of vehicles.
PW
Grading
Permit
Issuance
133. Onsite Signing and Striping Plan. A Traffic Signing and
Striping Plan showing all proposed signing and striping within
on-site parking lots and drive aisles, shall be submitted for
review and approval by the City Engineer.
PW Grading
Permit
134. Photometrics. The Applicant/Developer shall provide a
complete photometrics plan for onsite areas. Include the
complete data on photometrics, including the High, Average
and Minimum values for illuminance and uniformity ratio.
PW Grading
Permit
135. Project signs. All proposed project monument signs shall be
placed on private property. Signs should be located outside of
any easement areas unless specifically approved by the City
Engineer. Any signage allowed to be located in an easement
is subject to removal and replacement at the expense of the
Developer/property owner if required by the easement holder.
PW
Grading
Permit
Issuance
136. Solid Waste Requirements. The Project must comply with all
requirements in Dublin Municipal Code Chapter 7.98,
including the following requirements:
Construct solid waste enclosures that meet all of the
requirements set forth in Dublin Municipal Code 7.98
including but not limited to providing sewer and water
hook-ups. The improvement plans and/or building
permit plans shall show additional information
demonstrating these requirements are met. A standard
plan for the waste enclosure can be downloaded at
PW/ESD
Building
Permit or Site
Work Permit
Issuance
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 25 of 27
https://dublin.ca.gov/341/Standard-Plans in the
“Stormwater Measures” section. A pedestrian
accessible path of travel shall be provided for
employees from the building to the waste enclosure in
conformance with current accessibility requirements.
Install trash, recycling and organics collection
containers along internal, on-site walkways.
137. Garbage truck access. The applicant shall provide plans and
details on anticipated garbage truck access and routes, in
addition to example set-out diagrams for waste carts/bins
placement on garbage day demonstrating adequate space
available for carts/bins. Carts and bins shall not block street
or driveway access. On street parking must be considered
(e.g., if on street parking is allowed, demonstrate that there is
adequate space for parked cars and three-stream carts).
PW/ESD
Building
Permit or Site
Work Permit
Issuance
PUBLIC WORKS - SPECIAL CONDITIONS
138. Vehicular Circulation. The Applicant shall provide
appropriate pavement markings on site to indicate the
circulation in the drive aisles and drop-off zones. Additional
and/or revised signing and striping shall be provided in the
parking lot to prevent conflicts between two lanes of vehicles
exiting the parking lot to the single lane at the access drive.
Signing and striping shall be to the satisfaction of the City
Engineer.
PW
Building
Permit
Issuance and
Grading
Permit
Issuance
139. Pedestrian Path. The Applicant shall continue the 5’ wide
pedestrian path from the neighboring Starbucks site onto the
project site, with ADA compliant curb ramps when crossing
drive aisles. PW
Building
Permit
Issuance and
Grading
Permit
Issuance
140. Sight Visibility Triangle. All improvements within the sight
visibility triangle, including but not limited to walls and
landscaping, shall be a maximum height of 30” from the
roadway surface elevation at the nearest lane. Drive-thru
entrance lane queues should also not interfere with the sight
visibility triangles for vehicles exiting onto drive-through aisles
or into the parking drive aisles.
PW
Building
Permit
Issuance and
Grading
Permit
Issuance
141. Traffic Study. Upon written request by the City, the applicant
shall prepare and submit two traffic studies for review by the
Public Works Department. The first study shall be prepared
and submitted prior to the conclusion of the first full academic
year and the second study shall be prepared at the time of full
enrollment. The scope and report shall be prepared in
coordination with the City Traffic Engineer and through the
City’s On-Call Consultant and may include an engineering
study for a mid-block crosswalk on Regional Street. If either
study reveals that the number of trips generated by the project
during the a.m. peak hour, school p.m. peak hour or p.m. peak
hour exceeds the thresholds analyzed in the Local
Transportation Analysis, the Public Works Department shall
require a contribution of $10,000 for traffic signal
modifications. In addition, modifications to the Traffic and
Parking Management Plan including Transportation Demand
Management or other measures to reduce vehicle trips may
be required including, but not limited to:
PW
Prior to
Conclusion of
First Full
Academic
Year and at
Full Enrollment
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 26 of 27
a. Modification to the staggered pick up and drop off
times
b. Modifications to the shuttle program
c. Modifications to the pickup and drop off locations
d. Additional bicycle parking spaces
142. Short-Term Bicycle Parking. The Applicant shall provide 38
short-term bicycle parking spaces on site. This is equivalent to
19 bicycle racks. Bicycle racks shall have 2 points of contacts.
Construction drawings shall include details for the short-term
bicycle racks.
PW
Building
Permit
Issuance and
Grading
Permit
Issuance
143. Long-Term Bicycle Parking. The Applicant shall provide 7
long-term bicycle parking spaces. The long-term bicycle
parking spaces shall be wall-mounted and in a lockable room.
Construction drawings shall include details for wall-mounted
bicycle racks.
PW
Building
Permit
Issuance
144. Remove and Replace Cracked/Damaged Pavement.
Any existing public or private facilities and improvements
damaged, removed, or injured, in the course of the work shall
be replaced in kind and meet current standards to the
satisfaction of the City Engineer and facility owner.
PW Acceptance of
Improvements
145. Fire Sprinkler Test Water. Discharge from new fire pump
room/fire sprinkler test water shall be plumbed to the sanitary
sewer or discharged to an appropriately sized landscape area. PW/ESD
Building
Permit
Issuance and
Grading
Permit
Issuance
146. Condensate Lines. Condensate lines from new roof-top
equipment shall be plumbed to the sanitary sewer.
PW/ESD
Building
Permit
Issuance and
Grading
Permit
Issuance
147. Pervious Pavement and Synthetic Turf. The pervious
pavement areas and synthetic turf area must be designed
according to the standards in version 8 of the Alameda
Countywide Clean Water Program C.3 Technical Manual.
Note that the C.3.d volume of water must be stored and
infiltrated into the ground to be considered a self-treating or
self-retaining area. The applicant should be aware that if it is
not possible to store and infiltrate into the ground the C.3.d
stormwater volume, the applicant will be required to find
alternate methods for providing on-site stormwater treatment
which may impact the overall site plan.
PW/ESD
Buildi
ng
Permit
Issuan
ce and
Gradin
g
Permit
Issuan
ce
148. Stormwater Management Plan.
a. The pervious pavement areas and synthetic turf area
must be designed according to the standards in
version 8 of the Alameda Countywide Clean Water
Program C.3 Technical Manual. Note that the C.3.d
volume of water must be stored and infiltrated into the
ground to be considered a self-treating or self-retaining
area.
b. The applicant should be aware that if it is not possible
to store and infiltrate into the ground the C.3.d
stormwater volume, the applicant will be required to
PW/ESD
Building
Permit
Issuance and
Grading
Permit
Issuance
Reso. No. 23-03, Item 6.1, Adopted 05/23/2023 Page 27 of 27
find alternate methods for providing on-site stormwater
treatment which may impact the overall site plan.
c. Provide one stormwater treatment facility per drainage
management area.
d. Applicant shall separate bioretention areas so they do
not straddle parcel lines, to the extent feasible.
149. Stormwater Management Report. Provide a Stormwater
Management Report including narrative of existing and
proposed conditions, explaining how stormwater treatment,
hydromodification and trash capture requirements are being
met. The report shall also include exhibits, plans and sizing
calculations.
PW/ESD
Building
Permit
Issuance and
Grading
Permit
Issuance
150. ReScape California Landscape Design. The applicant is
encouraged to design all private landscape areas according to
ReScape Landscape standards. PW/ESD
Building
Permit
Issuance and
Grading
Permit
Issuance
151. Street Restoration. A pavement treatment, such as slurry
seal or grind and overlay, may be required within the public
streets fronting the site as determined by the Public Works
Department. The type and limits of the pavement treatment
shall be determined by the City Engineer based upon the
number and proximity of trench cuts, extent of frontage and
median improvements, extent of pavement striping and
restriping, excessive wear and tear/damage due to
construction traffic, etc.
PW
Certificate of
Occupancy or
Acceptance of
Improvements
152. Mitigation Measures. The applicant shall provide to the
Planning Division and the Public Works Department a copy of
the mitigation measures maintenance manual and schedule
for reference, including maintenance procedures and protocols
to follow after mitigation reporting is complete.
PW/ESD Acceptance of
Improvements
PASSED, APPROVED AND ADOPTED this 23rd day of May 2023, by the following vote:
AYES: Aini, Grier, Thalblum, Tyler
NOES: Wright
ABSENT:
ABSTAIN:
______________________________
Planning Commission Chair
ATTEST:
_________________________________
Assistant Community Development Director
G-001
TITLE PAGE
11/11/2022
BASIS DUBLIN - BASIS Independent Schools
CUP SET
Attachment 2
Exhibit A to Attachment 1
JAN
JT
JST
L
LAV
LB
LKR
LS
LVR
MATL
MB
MAX
ME
MECH
MED
MEZZ
MFR
MIN
MIR
MISC
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(N)
NA
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NTS
OA
OC
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OFCI
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OH
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PL
PLAM
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PSF
PT
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PVMT
JANITOR
JOINT
JOIST
LENGTH
LAVATORY
LAG BOLT
LOCKER
LANDSCAPING
LOUVER
MATERIAL
MARKERBOARD
MAXIMUM
MATCH EXISTING
MECHANICAL
MEDIUM
MEZZANINE
MANUFACTURER
MINIMUM
MIRROR
MISCELLANEOUS
MOUNTED
METAL
NEW
NOT APPLICABLE
NOT IN CONTRACT
NOMINAL
NELSON STUD
NOT TO SCALE
OVERALL
ON CENTER
OVERFLOW DRAIN
OUTSIDE DIAMETER
OWNER FURNISHED
CONTRACTOR INSTALLED
(SEE 01 10 00)
OWNER FURNISED OWNER
INSTALLED (SEE 01 10 00)
OVERHEAD
OPENING
OPPOSITE
OUTSIDE
PROPERTY LINE
PLASTIC LAMINATE
PLYWOOD
PER SQUARE FOOT
PRESSURE TREATED
PAINT, PAINTED
PAVEMENT
R
RD
REF
REFR
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REV
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UNFIN
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VERT
VEST
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VIF
RADIUS
ROOF DRAIN
REFERENCE
REFRIGERATOR
REQUIRED
REVISE OR REVISION
ROOM
ROUGH OPENING
REFLECTED CEILING PLAN
SELF ADHERED HIGH
TEMPERATURE SHEET
SELF-ADHERED MEMBRANE
SOLID CORE
SECTION
SQUARE FOOT
SHEATHING
SHOWER
SHEET
SIMILAR
SEISMIC JOINT
SHEET METAL
SQUARE
STAINLESS STEEL
STANDARD
STEEL
STORAGE
STRUCTUAL
SUSPENDED
TO MATCH
TEMPERED GLAZING
TOP OF CURB
TELEPHONE
TONGUE AND GROOVE
THICK
TOP OF
TOP OF DECK
TOP OF STRUCTURE
TOOL JOINT
TOILET PAPER
TUBE STEEL
TYPICAL
UNFINISHED
UNLESS NOTED OTHERWISE
UNLESS OTHERWISE NOTED
VAPOR BARRIER
VERTICAL
VESTIBULE
VERIFY
VERIFY IN FIELD
W/
W/O
WC
WD
WF
WH
WP
WRB
WS-
WSCT
WT
WITH
WITHOUT
WATER CLOSET
WOOD
WIDE FLANGE
WATER HEATER
WATERPROOFING
WATER-RESISTIVE BARRIER
WINDOW SHADES
WAINSCOT
WEIGHT
ANGLE
AND
ANCHOR BOLT
ACOUSTICAL CEILING TILE
ADDENDUM
ARCHITECTURAL EXPOSED
STRUCTURAL STEEL
ABOVE FINISH FLOOR
AREA LIGHT STANDARD
ALUMINUM
ANODIZED
ACCESS PANEL - (SIZE)
AVERAGE
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BUILDING
BLOCKING
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BOTTOM
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CHANNEL
CATCH BASIN
CLOSED CIRCUIT TV
CORNER GUARD
CAST IN PLACE CONCRETE
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CONCRETE MASONRY UNIT
CONCRETE
CONTINUOUS
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CONSTRUCTION JOINT
CASEMENT
CERAMIC TILE
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CENTERLINE
DOUBLE
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIAGONAL
DIMENSION
DISPENSER
DOWN
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DRAWING
&
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ACT
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INT
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ELECTRICAL
EDGE OF SLAB
ENGINEER
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EQUIPMENT
EACH SIDE
EACH WAY
EXPANSION
EXTERIOR
EXISTING
FIRE ALARM
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR
FINISH
FLOOR
FACE OF
FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY
FACE OF STUD
FIRE RETARDANT TREATED
FOOTING
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GAUGE
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GENERAL CONTRACTOR
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CONDITIONING
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INSULATION
INSIDE
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1
A
ROOM NAME & NUMBER
STOREFRONT OR WINDOW TYPE
KEYNOTE REFERENCE
CEILING PLANE HEIGHT - ALL
REFERENCES TO FINISH FLOOR
ELEVATION
INTERIOR FINISH TYPE
HORIZONTAL ELEVATION PLANE
HEIGHT - ALL REFERENCES TO F.F.E.
SPOT ELEVATION - ALL
REFERENCES TO F.F.E.
WALL TYPE WITH FIRE AND STC
RATING WHERE APPLICABLE
DOOR NUMBER - SEE DOOR
SCHEDULE
RELITE NUMBER - SEE
RELITE SCHEDULE
GRID LINE
BUILDING
SECTION
EXTERIOR ELEVATION
INTERIOR ELEVATION
REVISION CLOUD
DETAIL
DETAIL SECTION
A
33
TB-1
0'-0"
B.O.D.
A1a
1 HR
0'-0"
1
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1
A101
A101
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Ref
REV #
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A5.01
1A
1B
1C
1D
WALL SECTION1
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T.O.W
1
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SIM
SIM
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1
Ref
NORTH ARROW
TRUE
NORTH
PROJECT
NORTH
R120B
22' -22"
A1
2
0
B
RECEPTION
101
6'-0" x 10'-0"
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
I n h a b i t
D e s i g n
G-002
GENERAL
INFORMATION
11/11/2022
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21022
CUP SET
BASIS Independent Schools
7950 Dublin Blvd, Dublin, CA 94568
BASIS DUBLIN
ARCHITECTURAL SYMBOLS
ABBREVIATIONS
OPERATOR
BASIS INDEPENDENT SCHOOL
7975 N HAYDEN ROAD, SUITE A204
SCOTTSDALE, AZ 85258
CONTACT: MATT DICK
(480) 767-7900
MATT.DICK@BASISINDEPENDENT.COM
OWNER
SPRING EDUCATION GROUP
12930 SARATOGA AVENUE, SUITE A-2
SARATOGA, CA 95070
CONTACT: MARK PHILPOTT
(925) 964-3430
MPHILPOTT@SPRINGEDUGROUP.COM
STRUCTURAL ENGINEER
KPFF
1601 FIFTH AVENUE, SUITE 1600
SEATTLE, WA 98101
CONTACT: JACOB MCCANN, PE
(206) 926-0481
JACOB.MCCANN@KPFF.COM
MECHANICAL ENGINEER
PAE
1501 EAST MADISON STREET. SUITE 300
SEATTLE, WA 98122
CONTACT: MOHAMMED HAQ, PE
(206) 596-8606
MOHAMMED.HAQ@PAE-ENGINEERS.COM
SURVEYOR
KIER & WRIGHT
2850 COLLIER CANYON ROAD
LIVERMORE, CA 94551
CONTACT: RICHARD JAMES HICKENBOTTOM, P.L.S
(925) 245-8788
JHICKENBOTTOM@KIERWRIGHT.COM
ARCHITECT
INHABIT DESIGN
255 SOUTH KING STREET, SUITE 800
SEATTLE, WA 98104
CONTACT: JEREMY THEODORE
AIA, EIT, LEED AP BD+C
(206) 552-4744
JJT@INHABITDSGN.COM
G-001 TITLE PAGE
G-002 GENERAL INFORMATION
ARCHITECTURAL
GENERAL
VICINITY MAP
PROJECT SITE
CIVIL ENGINEER
KPFF
45 FREMONT STREET, 28TH FLOOR
SAN FRANCISCO, CA 94105
CONTACT: RYAN BEATON, PE
(415) 268-1095
RYAN.BEATON@KPFF.COM
LANDSCAPE ARCHITECT
WDSLA
150 REDWOOD STREET
SAN FRANCISCO, CA 94102
CONTACT: KEITH BILLICK, PLA, ASLA
(415) 310-5967
KEITHB@WDSLA.COM
ELECTRICAL ENGINEER
PAE
48 GOLDEN GATE AVENUE
SAN FRANCISCO, CA 94102
CONTACT: ROBERT SMITH, PE, LEED AP
(415) 544-7500
ROBERT.SMITH@PAE-ENGINEERS.COM
ACOUSTICAL CONSULTANT
SALTER
130 SUTTER STREET, FLOOR 5
SAN FRANCISCO, CA 94104
CONTACT: ETHAN SALTER, PE, LEED AP
(415) 470-5420
ESALTER@SALTER-INC.COM
FOOD SERVICE CONSULTANT
HALLIDAY ASSOCIATES, INC
656 NW NORWOOD STREET
CAMAS, WASHINGTON, 98607
CONTACT: LAURA L. BOURLAND
(360) 834-6657
LAURA@HAIDESIGN.COM
HARDWARE CONSULTANT
DOOR SECURITY SOLUTIONS
ASSA ABLOY OPENING SOLUTIONS
64 PRINCE LN, WESTBURY, NY 11590
CONTACT: BOB BARBONE
(516) 281-5589
BOB.BARBONE@ASSAABLOY.COM
GEOTECHNICAL ENGINEER
CORNERSTONE EARTH GROUP, INC.
220 OAKLAND BOULEVARD, SUITE 220
WALNUT CREEK, CA 94596
CONTACT: JOHN R. DYE, P.E., G.E.
(925) 988-9500 EXT. 21
JDYE@CORNERSTONEEARTH.COM
A-200 SITE PLAN PROPOSED
A-201 1ST FLOOR PLAN
A-202 2ND FLOOR PLAN
A-203 3RD FLOOR PLAN
A-204 ROOF PLAN
A-300 SITE ELEVATIONS
A-301 EXTERIOR ELEVATIONS - BLDG 1
A-302 EXTERIOR ELEVATIONS - BLDG 2
A-400 TRASH ENCLOSURE PLANS & DETAILS
CIVIL
C0.1 TITLESHEET AND GENERAL NOTES
C0.2 EXISTING CONDITIONS
C0.3 FIRE ACCESS PLAN
C1.1 DEMOLITION PLAN
C1.2 EROSION CONTROL NOTES AND DETAILS
C2.1 HORIZONTAL CONTROL PLAN
C3.1 GRADING PLAN
C4.1 SECTIONS
C5.1 UTILITY PLAN
C6.1 STORMWATER CONTROL PLAN
C6.2 CLEAN BAY BLUEPRINT
C7.1 GARBAGE TRUCK TURNING PLAN
C7.2 SCHOOL BUS TURNING PLAN
C8.1 DETAILS
C8.2 DETAILS
LANDSCAPE
L1 LANDSCAPE NOTES & LEGEND
L2 LAYOUT PLAN PROPOSED
L3 PLANTING PLAN PROPOSED
L4 IRRIGATION PLAN PROPOSED
ELECTRICAL
E001 SYMBOLS, LEGENDS AND ABBREVIATIONS -ELECTRICAL
E002 LUMINAIRE SCHEDULE
E011 DEMO SITE PLANS -ELECTRICAL
E012 SITE PLANS -ELECTRICAL
E020 SITE PLANS -PHOTOMETRICS
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO NOT ENTER
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEPCLEAR
T
366
366
366
36 8
362
363
367
363
364
363
365
365
365
364
364
3 6 5
3 6 5
3 6 4
362
3 6 4
364
3 6 6
364
363
361
362
363
3 6 3
3 6 2
365
3 6 5
3 6 6
366
3 6 6
U B
S
12x
1
2
EV
CH
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I
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G
ON
L
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VA
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UN
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B
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1
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-
0
"
PR
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F
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D
.
VA
N
VA
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EV
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A
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CO
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12x12
12x12
EV
CH
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I
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ON
L
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12x12
C O
T
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T R
T R
T R
T
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T R
T R
T R
UN
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B
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PR
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D
S
P
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3
'
-
0
"
MI
N
I
M
U
M
P.O.C.
PROPERTY LINE
P R O P E R T Y
L I N E
LOADING/
UNLOADING
ONLY
LOADING/
UNLOADING
ONLY
LOADING/
UNLOADING
ONLY
LOADING/
UNLOADING
ONLY
LOADING/
UNLOADING
ONLY
ONE WAY
ONE WAY
ONE WAY
ONE WAY
ONE WAY
ONE WAY
NO
PARKING
NO
PARKING
NO
PARKING
1 7
12
8
9
10
11
6
2
3
4
5
19
23
20
21
22
13
18
14
15
16
17
24
25
26
27
40
29
39
38
37
36
35
34
33
32
31
30
41
42
54
43
44
45
46
47 48
49
50
51
52
53
66
55
65646362616059585756
8 8
6 7
8 7
8 6
8 5
8 4
8 3
8 2
8 1
8 0
7 9
7 8
7 7
7 6
7 5
7 4
7 3
7 2
7 1
7 0
6 9
6 8
137134135
10
7
91
10
6
10
5
10
4
10
3
10
2
10
1
10
0
99
98
97
96
95
94
93
92
10
8
12
3
10
9
11
0
11
1
11
2
11
3
11
4
11
5
11
6
11
7
11
8
11
9
12
0
12
1
12
2
133127132131130129128
147
136
144
146
145
90
89
126
28
138 140139
142
143
141
12
4
125
B1B2
B3B4
B5B6
B7B8
B10
B9
B12
B11
B14
B13
B16
B15
B18
B17
B20
B19
B22
B21
B24
B23
B26
B25
B28
B27
B30
B29
B32
B31
B34
B33
B36
B35
B38
B37
BLDG 2
BLDG 1
STORMWATER SELF-RETAINING AREA PP-1, UNLINED
SEE CIVIL
STORMWATER BIORETENTION AREA BR-1,
SEE CIVIL
EXISTING 23' PRIVATE ACCESS EASEMENT
(TO BE ADJUSTED BY SEPARATE INSTRUMENT)
EXISTING 20' PUBLIC EMERGENCY VEHICLE ACCESS EASEMENT
(TO BE ADJUSTED BY SEPARATE INSTRUMENT)
EXISTING 19.5' PRIVATE PARKING EASEMENT
EXISTING 5' PRIVATE PEDESTRIAN ACCESS EASEMENT
UP
NEW BUILDING CONSTRUCTION
AREA = 9,134 GSF
HEIGHT = 33'-6" MAX
STORIES = 1
EXISTING BUILDING ALTERATION
AREA = 75,831 GSF
HEIGHT = 42'-6"
STORIES = 3
7944 DUBLIN BLVD
PUBLIC ACCESS EASEMENT
FOR MONUMENT SIGN PURPOSES
SAN RAMON ROAD
D
U
B
L
I
N
B
L
V
D
ST
A
F
F
P
A
R
K
I
N
G
(
3
)
VI
S
I
T
O
R
P
A
R
K
I
N
G
(
3
)
ST
A
F
F
P
A
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K
I
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G
(
3
)
VI
S
I
T
O
R
P
A
R
K
I
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G
(
3
)
ST
A
F
F
P
A
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K
I
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G
(
3
)
VI
S
I
T
O
R
P
A
R
K
I
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G
(
3
)
VI
S
I
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P
A
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K
I
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G
(
3
)
VI
S
I
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O
R
P
A
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K
I
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G
(
3
)
AD
A
P
A
R
K
I
N
G
(
2
)
AD
A
P
A
R
K
I
N
G
(
2
)
STAFF PARKING (6)
STUDENT PARKING (26)
STUDENT PARKING (12)
S T U D E N T P A R K I N G (2 2 )
STAFF PARKING (4)
STAFF PARKING (3)
STAFF PARKING (9)
ST
A
F
F
P
A
R
K
I
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G
(
1
7
)
ST
A
F
F
P
A
R
K
I
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G
(
1
9
)
FREIGHT LOADING SPACE
15'W X 35'L X 14'H
ABUTTER'S EASEMENT
ADA
PARKING
(1)
A-400
1
A-300
EE
A-300 NN
A-300
WW
A-300SS
T
24'-7"
26'-0" MIN
27'-4"
CAR PASSENGER LOADING
280'-0" PROVIDED
BUS PASSENGER LOADING
96'-0" PROVIDED
24'-9"
20
'
-
0
"
15'-0" MIN & 30'-0" MAX
22'-5"
10
'
-
0
"
15
'
-
2
"
10
'
-
0
"
12
'
-
0
"
25
'
-
2
"
2
4
'
-
0
"
22
'
-
0
"
EXISTING FENCE TO REMAIN
ORNAMENTAL
FENCING, TYP
ORNAMENTAL FENCING, TYP
ROLLING
GATE
SWING
GATE
SWING GATE SWING GATE ROLLING GATES
AD
J
U
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D
P
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4
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1
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L
2
-
20
2
0
-12
4
9
1
1
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.
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24'-6"
EXISTING BUILDING PILASTER, TYP
EV
C
S
(
2
)
EV
C
A
P
A
B
L
E
(
2
)
EV
C
S
(
1
)
EV
C
A
P
A
B
L
E
(
3
)
EXISTING CONCRETE WALK UNDER
BUILDING COVER, ALL SIDES OF BUILDING
FIRE DEPARTMENT
KEY BOX, 5'-6" AFF
FIRE DEPARTMENT
KEY BOX, 5'-6" AFF
PRIVATE ACCESS EASEMENT LINE TO
BE ADJUSTED TO THIS LOCATION BY
SEPARATE INSTRUMENT
26 '22.7 '
20 '
20 '
23 '
20 '
24'-4"
24'-7"
15
'
-
0
"
M
I
N
&
3
0
'
-
0
"
M
A
X
23
'
-
4
"
LANDSCAPE TRELLIS SCREEN,
SEE LANDSCAPE DRAWINGS
LANDSCAPE TRELLIS SCREEN,
SEE LANDSCAPE DRAWINGS
LANDSCAPE TRELLIS SCREEN,
3 SIDES OF TRANSFORMER,
SEE LANDSCAPE DRAWINGS
ORNAMENTAL
FENCING, TYP
EXISTING FENCE TO REMAIN
FIRE DEPARTMENT
KEY BOX, 5'-6" AFF
LANDSCAPE TREE AND SHRUB SCREEN,
SEE LANDSCAPE DRAWINGS
PREFINISHED
ORNAMENTAL METAL
FENCE AND GATE (P-4)
1-HR FIRE BARRIER ASSEMBLY W/ 45-MIN RATED OPENINGS
2-HR FIRE BARRIER ASSEMBLY W/ 90-MIN RATED OPENINGS
3-HR FIRE BARRIER ASSEMBLY W/ 90-MIN RATED OPENINGS
PROPERTY LINE
LOT LINE
EASEMENT LINE
QUEUEING & LOADING ROUTES
ACCESSIBLE ROUTE
ACCESSIBLE PARKING
COMPACT PARKING
BICYCLE PARKING
ELECTRICAL TRANSFORMER
TRASH, RECYCLING & ORGANICS COLLECTION CONTAINERS
LIGHT POLE
1. SEE THE EXISTING SITE SURVEY IN THE CIVIL DRAWINGS FOR EXISTING SITE INFORMATION.
2. SEE CIVIL AND LANDCAPE DRAWINGS FOR ADDITIONAL EXISTING SITE & NEW SITE WORK
INFORMATION.
3. SEE THE ELECTRICAL PHOTOMETRIC DRAWING FOR EXISTING AND NEW SITE LIGHTING
INFORMATION.
GENERAL NOTES:CODE SITE PLAN LEGEND:
CIRCULATION AISLE WIDTH WITHOUT PARKING (8.76.070.A.3)
• ONE-WAY (WITHOUT PARKING): 12'
• TWO-WAY (WITHOUT PARKING): 20'
PARKING AISLE WIDTH (8.76.070.A.7.e)
• TWO-WAY (WITH 0 DEGREE PARKING): 20'
• TWO-WAY (WITH 90 DEGREE PARKING): 24'
CIRCULATION AISLE FOR EMERGENCY ACCESS (8.76.070.A.4)
• STANDARD: 20'
AERIAL FIRE APPARATUS ACCESS ROADS (2022 CFC APPENDIX D105)
• WHERE HIGHEST ROOF SURFACE > 30' HIGH: 26' (BETWEEN 15' AND 30' FROM BUILDING)
MININUM DRIVE AISLE WIDTHS
T
LANDSCAPING PERCENTAGE
34,257 SF / 159,851 SF = 21.43%
FAR (DDSP 4.2.3)
BASE FAR MAX: 0.50
BASE FAR PROPOSED:
BUILDING 1 (EXISTING) 75,831 SF/83,356 SF = 0.91 - EXISTING NONCOMPLIANT
CONDITION MAY REMAIN PER DMC 8.30.030B - OK
BUILDING 2 (NEW) 9,134SF/76,495SF = 0.12 - OK
BUILDING HEIGHT & STORIES (DDSP 4.2.3)
HEIGHT / STORIES MAX: 75' / 8 STORIES
HEIGHT / STORIES PROPOSED:
BUILDING 1 (EXISITNG) 42'-6" / 3 STORIES - OK
BUILDING 2 (NEW) 33'-6" / 1 STORY - OK
CODE ANALYSIS:
ADDRESS
7950 DUBLIN BOULEVARD, DUBLIN, CA 94568
ZONING (DMC 8.30.050-070)
DDZD - DOWNDOWN DUBLIN ZONING DISTRICT
DOWNTOWN DUBLIN GENERAL & SPECIFIC PLAN (DDSP 3.4)
DDTOD - DOWNTOWN DUBLIN - TRANSIT ORIENTED DISTRICT
LAND USE (DDSP 3.4)
EXISTING: OFFICE - ALLOWED @ DDTOD
PROPOSED: CIVIC, CULTURAL, & INSTITUTIONAL - CUP/PC REQUIRED @ DDTOD
SITE AREA
ADJUSTED PARCEL 1 - 2020-124911 O.R. - PARCEL B = 83,356 GSF & NSF
ADJUSTED PARCEL 2 - 2020-12491 O.R. = 76,495 GSF & NSF
TOTAL = 159,851 GSF & NSF
BUILDING AREA (CBC 202)
- AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS
- AREA EXCLUSIVE OF SHAFTS AND COURTS
- AREA INCLUDED WITHIN THE NORIZONTAL PROJECTION OF ROOF OR FLOOR ABOVE
BUILDING 1 (SCHOOL) LEVEL 1: 25,501 SF
LEVEL 2: 24.936 SF
LEVEL 3: 25,394 SF
TOTAL: 75,831 SF
BUILDING 2 (GYM) LEVEL 1: 9,134 SF
TOTAL: 9,134 SF
SITE TOTAL: 84,965 SF T R
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
N
I n h a b i t
D e s i g n
A-200
SITE PLAN
PROPOSED
11/11/2022
BA
S
I
S
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n
d
e
p
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n
d
e
n
t
S
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79
5
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D
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B
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,
D
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,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
21022
CUP SET
TOTAL: 800 STUDENTS IN 38 CLASSROOMS: 147 SPACES
MIDDLE SCHOOL: 420 STUDENTS IN 14 CLASSROOMS: 14*2 = 28 SPACES
HIGH SCHOOL: 380 STUDENTS IN 24 CLASSROOMS: 380/4 + 24 = 119 SPACES
* CALCULATION OF TOTAL PARKING REQUIRED:
PREVIOUS
EXISTING TOTAL - - -257 -
PROPOSED
TOTAL DMC 8.76.080.C - 147 *147 OK
MOTORCYCLES DMC 8.76.050.B 6'X3' MAX 1 PER 40 REQUIRED = 3 MAX 3 OK
VAN - 20'X8' + 8' AISLE MIN 1 2 -
STANDARD - 20'X8' + 5' AISLE -3 -
ADA 2022 CBC 11B-208 - MIN 5 ADA SPACES FOR 101-150 TOTAL 5 OK
0° - 23'X8' -3 -
90° - 17'X8' -48 -
COMPACT DMC 8.76.050.A - MAX 35% OF TOTAL REQ'D = 51 MAX 51 OK
0° - 23'x9' -4 -
90° - 20'X9' -84 -
STANDARD - - -88 OK
TYPE CODE SECTION SIZE REQ'D PROV'D
PARKING SPACES
1" = 20'-0"
SITE PLAN - PROPOSED1
NOTE: BUSES PROVIDED BY BUS COMPANY, AND THUS PARKED OFF-SITE AT VENDOR FACILITY OUTSIDE OF
DROP-OFF & PICK-UP TIMES
TOTAL: 800 STUDENTS:
366' LOADING LENGTH
MIDDLE SCHOOL: 420 STUDENTS:
420/100*60 = 252'
HIGH SCHOOL: 380 STUDENTS:
380/200*60 = 114'
* CALCULATION OF TOTAL LOADING LENGTH REQUIRED:
TOTAL DMC 8.76.080.C
-366' * 18 376'-0" OK
BUS PASSENGER LOADING DMC 8.76.070.B.5
20'X10'- 4 96'-0" OK
CAR PASSENGER LOADING DMC 8.76.070.B.5
20'X10'- 14 280'-0" OK
TYPE CODE SECTION
SIZE REQ'D LENGTH PROV'D COUNT PROV'D LENGTH
PASSENGER LOADING ZONES
W STREET SETBACK FROM
DUBLIN BLVD / SAN RAMON RD DDSP 4.2.3 & CBC 602 10' MIN & COMPLIANT FIRE SEPARATION 62' OK
E INTERNAL SETBACK DDSP 4.2.3 & CBC 602 5' MIN & COMPLIANT FIRE SEPARATION 26' OK
S INTERNAL SETBACK DDSP 4.2.3 & CBC 602 5' MIN & COMPLIANT FIRE SEPARATION 72' OK
N INTERNAL SETBACK DDSP 4.2.3 & CBC 602 5' MIN & COMPLIANT FIRE SEPARATION 33' OK
FACE CATEGORY CODE SECTION REQ'D PROV'D
BUILDING SETBACKS
**LONG TERM BICYCLE PARKING SPACES ARE PROVIDED BY (7) WALL MOUNTED RACKS IN LOCKABLE BIKE STORAGE
ROOM INSIDE BUILDING 1, SERVING (1) BICYCLE EACH FOR (7) SPACES TOTAL, SEE L1 FLOOR PLAN.
*SHORT TERM BICYCLE PARKING SPACES ARE PROVIDED BY (19) CLASS 2 RACKS SERVING (2) BICYCLES EACH FOR
(38) SPACES TOTAL, SEE SITE PLAN.
5% OF NEW PARKING @ ALTERATIONS = 0
2022 CALGREEN 5.106.4.1.2
5% OF BUILDING PARKING @ NEW BUILDINGS W/
>10 TENANT-OCC = 147 X 5% = 7 SPACES
LONG TERM
DUBLIN BICYCLE & PEDESTRIAN PLAN
& GUIDELINES NONE
7 OK
SPECIFIC PLAN 1 SPACE PER CLASSROOM = 38/1 = 38 SPACES (2
SPACES PER RACK = 19 RACKS)
2022 CALGREEN 5.106.4.1.1
5% OF NEW PARKING = 1 RACK PER 5% OF NEW
PARKING = 147 x 5% = 7 RACKS @ 2 BICYLES PER
RACK = 14 SPACES
SHORT TERM
DUBLIN BICYCLE & PEDESTRIAN PLAN
& GUIDELINES
1 PER 40 PARKING = 1 RACK PER 40 PARKING =
147/40 = 4 RACKS @ 4 BICYLES PER RACK = 16
SPACES
38 OK
TYPE CODE SECTION REQ'D PROV'D
BICYCLE PARKING
*CALCULATION OF SPACES ATTRIBUTED TO NEW GYM: 9,134 GSF / 84,965 GSF = 10.75% OF SITE AREA10.75% x 147
SITE SPACES = 16 NEW GYM SPACES
ACCESSIBLE
EVCS 2022 CBC TABLE 11B-228.3.2.1
1 VAN ACCESSIBLE, 0 STANDARD ACCESSIBLE, 0
AMBULATORY ACCESSIBLE @ 1-4 EVCS = 1 VAN
ACCESSIBLE @ 3 EVCS
1 OK
2022 CALGREEN A5.106.5.1.2 (TIER 2)3 (W/IN EV CAPABLE) @ 10-25 PARKING W/ > 10 NEW
PARKING SPACES = 8 @ 16 NEW GYM SPACES*
EVCS
2022 CALGREEN SECTION 5.106.5.3.1 0 (W/IN EV CAPABLE) @ 10-25 PARKING W/ > 10 NEW
PARKING SPACES = 0 @ 16 NEW GYM SPACES*
3 OK
2022 CALGREEN A5.106.5.1.2 (TIER 2)8 @ 10-25 PARKING W/ > 10 NEW PARKING SPACES
= 8 @ 16 NEW GYM SPACES*
EV CAPABLE
2022 CALGREEN SECTION 5.106.5.3.1 4 @ 10-25 PARKING W/ > 10 NEW PARKING SPACES
= 4 @ 16 NEW GYM SPACES*
8 OK
TYPE CODE SECTION REQ'D PROV'D
ELECTRIC VEHICLES PARKING
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
NO
PARKING
EV
CH
A
R
G
I
N
G
ON
L
Y
VA
N
VA
N
VA
N
EV
CH
A
R
G
I
N
G
ON
L
Y
EV
CH
A
R
G
I
N
G
ON
L
Y
T R
R
T
R
T R
P.O.C.
NO
PARKING
NO
PARKING
UP
UP
18
M
X
1 3 3B
JJ
GG
CC
AA
Y
U
N
J
F
E
C
A
B
D
G
R
L
403836333222 26 30
A
C
E
F
K
7 105 12 16
35
14
P
H
20
VV
ZZ
YY
TTUU
XX
A-301S1S1
A-301
W1W1
A-301 N1N1
3,853 sf
DINING
119
139 sf
STAIRS
S2
51 sf
STORAGE
116S
73 sf
EXIT
S2X
130 sf
ELEC
117
130 sf
MDF
118
320 sf
WARMING KITCHEN
119A
101 sf
KITCHEN STORAGE
119S
329 sf
CAFE
120
744 sf
GENERAL CLASSROOM
121
744 sf
GENERAL CLASSROOM
122
212 sf
WC
101F
191 sf
WC
101M
129 sf
FRONT OFFICE
102
30 sf
FRONT OFFICE STORAGE
102A
218 sf
NURSE'S OFFICE
104
33 sf
COPIER NOOK
104A
760 sf
GENERAL CLASSROOM
116
760 sf
GENERAL CLASSROOM
115
150 sf
HOS OFFICE
110A
150 sf
HOPS OFFICE
110B
248 sf
ADMISSIONS MEETING ROOM
114
178 sf
DIR OF ADMISSIONS
113
176 sf
ADMISSIONS OFFICE
112
212 sf
RECEPTION
111A
192 sf
WAITING
111
2,712 sf
MPR / BLACK BOX THEATER
107
76 sf
EXIT
S1X
148 sf
FACILITIES OFFICE
108A142 sf
STAIRS
S1
803 sf
GENERAL CLASSROOM
109
793 sf
GENERAL CLASSROOM
108
282 sf
OPERATIONS OFFICE
103
133 sf
FIRE SERVICE
105
76 sf
LOCKABLE BIKE STORAGE ROOM
107A
384 sf
MPR / THEATER STORAGE & SUPPORT
107S
78 sf
CONTROL ROOM
107B
174 sf
WAITING
101
119 sf
ENTRANCE
100
224 sf
ENTRANCE
110
78 sf
EMR
103A
90 sf
ELEVATORS
E1
370 sf
WORK ROOM
106
66 sf
ADULT WC
106T
969 sf
HALLWAY
H102
532 sf
HALLWAY
H101
1,159 sf
HALLWAY
H100
532 sf
COMMONS
100A
38 sf
STORAGE
101S
18 sf
JC
101J
A-301
E1E1
A-302SS
A-302
WW
A-302 NN
A-302
EE
616 sf
LOBBY
00
480 sf
LOCKER ROOM
02M
480 sf
LOCKER ROOM
02F 159 sf
GYM STORAGE
03
50 sf
FIRE SERVICE
04
7,207 sf
GYM
01
ALTERNATING
TREAD STAIR
FLOOR OPENING &
SERVICE WINCH ABOVE
A-300
EE
SCHOOL BUILDING: EXISTING BUILDING ALTERATION
SHAFT
OVERHEAD
SHAFT
OVERHEAD
GYM BUILDING: NEW BUILDING CONSTRUCTION
1 2 3 4 5 6
A
B
C
D
E
F
G
H
I
(7) WALL MOUNTED
SINGLE BICYCLE RACKS
FLOOR PLAN NOTES:
1. REFER TO CIVIL, LANDSCAPE, ELECTRICAL PHOTOMETRIC, AND OTHER DISCIPLINE CONTRACT
DOCUMENTS FOR ADDITIONAL INFORMATION, WHERE APPLICABLE.
2. CIVIL, LANDSCAPE, ELECTRICAL PHOTOMETRIC, AND OTHER DISCIPLINE INFORMATION
DEPICTED IN ARCHITECTURAL CONTRACT DOCUMENTS IS DEPICTED ONLY AS DEEMED
RELEVANT TO DOCUMENTATION OF ARCHITECTURAL COMPONENTS OF WORK. ANY SUCH
INFORMATION IS STRICTLY FOR INFORMATION, DIMENSIONAL LOCATION, AND COORDINATION
ONLY. WHERE APPLICABLE, REFER TO EACH DISCIPLINE'S CONTRACT DOCUMENTS FOR
ADDITIONAL INFORMATION. NOTIFY ARCHITECT PRIOR TO BID OF SPECIFIC PERCEIVED,
POTENTIAL, AND/OR ACTUAL CONFLICTS BETWEEN INTENT OF ARCHITECTURAL CONTRACT
DOCUMENTS AND INFORMATION DEPICTED IN OTHER DISCIPLINES' CONTRACT DOCUMENTS.
3. DIMENSIONS SHOWN ARE TO FACE OF FINISH, FACE OF MASONRY, FACE OF CONCRETE, OR
CENTERLINE OF COLUMN OR GRID LINE UNLESS NOTED OTHERWISE.
4. DIMENSIONS AT INTERIOR DOOR, SIDELITE, AND OTHER OPENINGS ARE DOOR OR GLASS SIDE
FINISHED FACE OF FRAME DIMENSIONS UNLESS OTHERWISE NOTED. SEE OPENING DETAILS
FOR MORE INFORMATION.
5. DOORS NOT LOCATED BY PLAN OR DETAIL DIMENSION ARE TO BE CENTERED IN WALLS AS
SHOWN OR LOCATED WITH DOOR SIDE FINISHED FACE OF FRAME 4" FROM FACE OF WALL
FINISH.
6. USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM
DRAWINGS. CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL
DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, AND OTHER DRAWINGS WHERE APPLICABLE. NOTIFY ARCHITECT OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.
7. CONDITIONS AND DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS
SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON DRAWINGS
APPLY UNLESS NOTED OTHERWISE BY SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC
DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED
FOR THE TYPICAL CONSTRUCTION OF THE PROJECT.
8. PROTECT ALL EXISTING CONSTRUCTION SHOWN TO REMAIN FROM DAMAGE DURING
CONSTRUCTION.
9. WHERE NEW WORK IS CALLED FOR, SUCH WORK SHALL INCLUDE REMOVAL OF EXISTING
FINISHES, SYSTEMS AND RELATED ITEMS REQUIRED TO COMPLETE NEW WORK.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES (UNLESS A SEQUENCE IS SPECIFIED BY THE
OWNER OR CONTRACT DOCUMENTS), PHASING AND PROCEDURES, AND FOR COORDINATING
ALL PORTIONS OF THE WORK.
11. FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS. SEAL ALL PENETRATIONS THROUGH
EXTERIOR WALLS WATERTIGHT.
12. PROVIDE MINIMUM RATED 2A: 108:C PORTABLE FIRE EXTINGUISHERS WITH A MAXIMUM
PROTECTION AREA OF 3,000 SF SUCH THAT THEY ARE LOCATED WITHIN A 75- FOOT TRAVEL
DISTANCE TO ANY POINT IN THE AREA. AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED
FOR EACH TENANT SPACE. SIGNAGE SHALL BE PROVIDED FOR EACH EXTINGUISHER AND
SHALL BE ACCEPTABLE TO THE FIRE DEPARTMENT. EXTINGUISHERS SHALL BE MOUNTED
SUCH THAT THE TOP OF THE EXTINGUISHER IS NOT HIGHER THAN 48 INCHES ABOVE FLOOR
LEVEL.
13. WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF
CONSTRUCTION TO BE USED ON THE WORK, ALL SUCH MATERIAL AND METHODS ARE TO
MAINTAIN STANDARDS OF THE INDUSTRY AND, WHERE APPLICABLE, MANUFACTURER’S
INSTRUCTIONS.
14. LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE BUILDING AREA'S DESIGN
LIVE LOAD PER SQUARE FOOT.
15. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL,
ELECTRICAL, PLUMBING, AND OTHER DISCIPLINES ELEMENTS WITH APPROPRIATE TRADES,
DRAWINGS, AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
16. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR HANDRAILS,
DOOR STOPS, CASEWORK, SHELVING, MIRRORS, WALL MOUNTED EQUIPMENT, AND ALL
OTHER SPECIALTY, ACCESSORY, AND EQUIPMENT ITEMS AS REQUIRED FOR COMPLETE
INSTALLATION.
17. CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS, WINDOWS, RELITES, AND OTHER
OPENINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
LEGEND:
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED
NEW CONSTRUCTION
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
N
I n h a b i t
D e s i g n
A-201
1ST FLOOR PLAN
11/11/2022
BA
S
I
S
I
n
d
e
p
e
n
d
e
n
t
S
c
h
o
o
l
s
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
21022
CUP SET
3/32" = 1'-0"
1ST FLOOR PLAN1
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
UP
UP
X
1 3 3B
JJ
GG
CC
AA
Y
U
N
J
F
E
C
A
B
D
G
R
L
4038333222 26 30
A
C
E
F
7 105 12
35
14
P
H
36
VV
ZZ
YY
TTUU
K
16
18
M
20
35A
E1
E2
XX
A-301S1S1
A-301
W1W1
A-301 N1N1
193 sf
WC
201M
21 sf
JC
201J
1,702 sf
SENIOR MEDIA COMMONS
207
921 sf
GENERAL CLASSROOM
208
767 sf
GENERAL CLASSROOM
206
742 sf
GENERAL CLASSROOM
205
742 sf
GENERAL CLASSROOM
211
733 sf
GENERAL CLASSROOM
209
742 sf
GENERAL CLASSROOM
210
778 sf
GENERAL CLASSROOM
212
73 sf
IDF
217A
73 sf
ELEC
217B
2,078 sf
JUNIOR MEDIA COMMONS
219
1,006 sf
GENERAL CLASSROOM
218
659 sf
GENERAL CLASSROOM
223
659 sf
GENERAL CLASSROOM
224
671 sf
GENERAL CLASSROOM
220
658 sf
GENERAL CLASSROOM
221
646 sf
GENERAL CLASSROOM
222
700 sf
GENERAL CLASSROOM
225
212 sf
WC
201F
81 sf
DEAN'S OFFICE
204H
91 sf
DEAN'S OFFICE
204G
144 sf
COLLEGE COUNSELLING
204F
274 sf
CONFERENCE ROOM
204E
269 sf
TEACHER'S LOUNGE
204D
114 sf
OFFICE
204C
112 sf
OFFICE
204B
412 sf
HALLWAY
H203
33 sf
COPIER NOOK
204A
3,617 sf
HALLWAY
H202
440 sf
LET SPACE
200
89 sf
IDF
204K
80 sf
ELEC
204J
777 sf
GENERAL CLASSROOM
213
788 sf
GENERAL CLASSROOM
214
788 sf
GENERAL CLASSROOM
216
788 sf
GENERAL CLASSROOM
215
139 sf
STAIRS
S2
142 sf
STAIRS
S1
45 sf
SHAFT
SH1
332 sf
IT OFFICE & WORK AREA
217
A-301
E1E1
A-302SS
A-302
WW
A-302 NN
A-302
EE
90 sf
ELEVATORS
E1
ALTERNATING
TREAD STAIR
FLOOR OPENING &
SERVICE WINCH ABOVE
MECH UNIT
108 sf
ELEC
05
115 sf
IDF
06
913 sf
MECHANICAL PLATFORM
07
40 sf
SHAFT
SH0
A-300
EE
51 sf
SHAFT
SH2
SCHOOL BUILDING: EXISTING BUILDING ALTERATION
GYM BUILDING: NEW BUILDING CONSTRUCTION
1 2 3 4 5 6
A
B
C
D
E
F
G
H
I
ALTERNATING TREAD STAIR
W/ ROOF HATCH ABOVE
FLOOR PLAN NOTES:
1. REFER TO CIVIL, LANDSCAPE, ELECTRICAL PHOTOMETRIC, AND OTHER DISCIPLINE CONTRACT
DOCUMENTS FOR ADDITIONAL INFORMATION, WHERE APPLICABLE.
2. CIVIL, LANDSCAPE, ELECTRICAL PHOTOMETRIC, AND OTHER DISCIPLINE INFORMATION
DEPICTED IN ARCHITECTURAL CONTRACT DOCUMENTS IS DEPICTED ONLY AS DEEMED
RELEVANT TO DOCUMENTATION OF ARCHITECTURAL COMPONENTS OF WORK. ANY SUCH
INFORMATION IS STRICTLY FOR INFORMATION, DIMENSIONAL LOCATION, AND COORDINATION
ONLY. WHERE APPLICABLE, REFER TO EACH DISCIPLINE'S CONTRACT DOCUMENTS FOR
ADDITIONAL INFORMATION. NOTIFY ARCHITECT PRIOR TO BID OF SPECIFIC PERCEIVED,
POTENTIAL, AND/OR ACTUAL CONFLICTS BETWEEN INTENT OF ARCHITECTURAL CONTRACT
DOCUMENTS AND INFORMATION DEPICTED IN OTHER DISCIPLINES' CONTRACT DOCUMENTS.
3. DIMENSIONS SHOWN ARE TO FACE OF FINISH, FACE OF MASONRY, FACE OF CONCRETE, OR
CENTERLINE OF COLUMN OR GRID LINE UNLESS NOTED OTHERWISE.
4. DIMENSIONS AT INTERIOR DOOR, SIDELITE, AND OTHER OPENINGS ARE DOOR OR GLASS SIDE
FINISHED FACE OF FRAME DIMENSIONS UNLESS OTHERWISE NOTED. SEE OPENING DETAILS
FOR MORE INFORMATION.
5. DOORS NOT LOCATED BY PLAN OR DETAIL DIMENSION ARE TO BE CENTERED IN WALLS AS
SHOWN OR LOCATED WITH DOOR SIDE FINISHED FACE OF FRAME 4" FROM FACE OF WALL
FINISH.
6. USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM
DRAWINGS. CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL
DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, AND OTHER DRAWINGS WHERE APPLICABLE. NOTIFY ARCHITECT OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.
7. CONDITIONS AND DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS
SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON DRAWINGS
APPLY UNLESS NOTED OTHERWISE BY SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC
DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED
FOR THE TYPICAL CONSTRUCTION OF THE PROJECT.
8. PROTECT ALL EXISTING CONSTRUCTION SHOWN TO REMAIN FROM DAMAGE DURING
CONSTRUCTION.
9. WHERE NEW WORK IS CALLED FOR, SUCH WORK SHALL INCLUDE REMOVAL OF EXISTING
FINISHES, SYSTEMS AND RELATED ITEMS REQUIRED TO COMPLETE NEW WORK.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES (UNLESS A SEQUENCE IS SPECIFIED BY THE
OWNER OR CONTRACT DOCUMENTS), PHASING AND PROCEDURES, AND FOR COORDINATING
ALL PORTIONS OF THE WORK.
11. FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS. SEAL ALL PENETRATIONS THROUGH
EXTERIOR WALLS WATERTIGHT.
12. PROVIDE MINIMUM RATED 2A: 108:C PORTABLE FIRE EXTINGUISHERS WITH A MAXIMUM
PROTECTION AREA OF 3,000 SF SUCH THAT THEY ARE LOCATED WITHIN A 75- FOOT TRAVEL
DISTANCE TO ANY POINT IN THE AREA. AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED
FOR EACH TENANT SPACE. SIGNAGE SHALL BE PROVIDED FOR EACH EXTINGUISHER AND
SHALL BE ACCEPTABLE TO THE FIRE DEPARTMENT. EXTINGUISHERS SHALL BE MOUNTED
SUCH THAT THE TOP OF THE EXTINGUISHER IS NOT HIGHER THAN 48 INCHES ABOVE FLOOR
LEVEL.
13. WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF
CONSTRUCTION TO BE USED ON THE WORK, ALL SUCH MATERIAL AND METHODS ARE TO
MAINTAIN STANDARDS OF THE INDUSTRY AND, WHERE APPLICABLE, MANUFACTURER’S
INSTRUCTIONS.
14. LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE BUILDING AREA'S DESIGN
LIVE LOAD PER SQUARE FOOT.
15. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL,
ELECTRICAL, PLUMBING, AND OTHER DISCIPLINES ELEMENTS WITH APPROPRIATE TRADES,
DRAWINGS, AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
16. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR HANDRAILS,
DOOR STOPS, CASEWORK, SHELVING, MIRRORS, WALL MOUNTED EQUIPMENT, AND ALL
OTHER SPECIALTY, ACCESSORY, AND EQUIPMENT ITEMS AS REQUIRED FOR COMPLETE
INSTALLATION.
17. CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS, WINDOWS, RELITES, AND OTHER
OPENINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
LEGEND:
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED
NEW CONSTRUCTION
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
N
I n h a b i t
D e s i g n
A-202
2ND FLOOR PLAN
11/11/2022
BA
S
I
S
I
n
d
e
p
e
n
d
e
n
t
S
c
h
o
o
l
s
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
21022
CUP SET
3/32" = 1'-0"
2ND FLOOR PLAN1
REV DATE DESCRIPTION
DN
DN
(E
)
38
'
-
9
"
(E
)
2
8
'
-
2
1/
2
"
(E
)
1
0
'
-
4
1/
4
"
(E
)
7
'
-
0
7/
8
"
(E
)
1
2
'
-
9
7/
8
"
(E
)
24
'
-
0
"
(E
)
24
'
-
0
"
(E
)
24
'
-
9
"
(E)
38'-9"
(E)
38'-9"
(E) 7'-0
7/8"
1 3 3B
JJ
GG
CC
AA
Y
U
N
J
F
E
C
A
B
D
G
R
L
4038333222 26 30
A
C
E
F
7 105 12 18
35
M
14
P
H
3635A
E1
E2
T
VV
ZZ
YY
TT
V
XX
20
UU
K
16
A-301S1S1
A-301
W1W1
A-301 N1N1
ALTERNATE - (8) 4'X8' ACRYLIC DOME SKYLIGHTS
ALTERNATE - SOLAR PANELS
A-301
E1E1
A-302SS
A-302
WW
A-302 NN
A-302
EE
139 sf
STAIRS
S2
142 sf
STAIRS
S1
45 sf
SHAFT
SH1
921 sf
SPECIALTY CLASSROOM -PHYSICS
308
109 sf
STORAGE / PREP
310S
781 sf
SPECIALTY CLASSROOM -PHYSICS
309
781 sf
SPECIALTY CLASSROOM -PHYSICS
310
1,702 sf
SPECIALTY CLASSROOM -ART
306
193 sf
WC
301M
21 sf
JC
301J
200 sf
STORAGE / PREP
305S
1,198 sf
SPECIALTY CLASSROOM -ART
305
218 sf
WC
301F
84 sf
ACAD PROGRAMS
304H
84 sf
ACAD PROGRAMS
304G
149 sf
AUX PROGRAMS
304F
274 sf
CONFERENCE ROOM
304E
269 sf
TEACHER'S LOUNGE
304D
114 sf
STUDENT AFFAIRS
304C
112 sf
STUDENT AFFAIRS
304B
412 sf
HALLWAY
H303
3,684 sf
COPIER NOOK
304A
448 sf
LET SPACE
300
83 sf
IDF
304K
83 sf
ELEC
304J
90 sf
ELEVATORS
E1
73 sf
IDF
314A
73 sf
ELEC
314B
119 sf
STORAGE / PREP
309S
806 sf
SPECIALTY CLASSROOM -BIOLOGY
314
933 sf
SPECIALTY CLASSROOM -BIOLOGY
313
933 sf
SPECIALTY CLASSROOM -BIOLOGY
312
290 sf
STORAGE / PREP
314S
40 sf
KILN ROOM
314K
1,006 sf
SPECIALTY CLASSROOM -CHEMISTRY
315
203 sf
STORAGE / PREP
318S
1,023 sf
SPECIALTY CLASSROOM -MUSIC
318
2,078 sf
SPECIALTY CLASSROOM -MUSIC
316
1,189 sf
SPECIALTY CLASSROOM -CHEMISTRY
319
1,189 sf
SPECIALTY CLASSROOM -CHEMISTRY
320
197 sf
STORAGE / PREP
319S
100 sf
OFFICE
313A
125 sf
STORAGE / PREP
313S
100 sf
OFFICE
312A
125 sf
STORAGE / PREP
312S
980 sf
SPECIALTY CLASSROOM -PHYSICS
311
51 sf
SHAFT
SH2
SCHOOL BUILDING: EXISTING BUILDING ALTERATION
GYM BUILDING: NEW BUILDING CONSTRUCTION
1 2 3 4 5 6
A
B
C
D
E
F
G
H
I
100 sf
OFFICE
305A
100 sf
OFFICE
309A
109 sf
OFFICE
310A
100 sf
OFFICE
318A
100 sf
OFFICE
319A
PREFINISHED METAL
CANOPY BELOW (P-3), TYP
ALTERNATING
TREAD STAIR W/
ROOF HATCH
ABOVE
RD
&
O
D
RD
&
O
D
1/4" PER FOOT SLOPE
NEW MODIFIED BITUMEN ROOFING
ASSEMBLY, SLOPE 1/4" PER FOOT
MIN TO DRAINS
ROOF HATCH
NOTE: NO MECHANICAL
EQUIPMENT ON GYM ROOF
FLOOR PLAN NOTES:
1. REFER TO CIVIL, LANDSCAPE, ELECTRICAL PHOTOMETRIC, AND OTHER DISCIPLINE CONTRACT
DOCUMENTS FOR ADDITIONAL INFORMATION, WHERE APPLICABLE.
2. CIVIL, LANDSCAPE, ELECTRICAL PHOTOMETRIC, AND OTHER DISCIPLINE INFORMATION
DEPICTED IN ARCHITECTURAL CONTRACT DOCUMENTS IS DEPICTED ONLY AS DEEMED
RELEVANT TO DOCUMENTATION OF ARCHITECTURAL COMPONENTS OF WORK. ANY SUCH
INFORMATION IS STRICTLY FOR INFORMATION, DIMENSIONAL LOCATION, AND COORDINATION
ONLY. WHERE APPLICABLE, REFER TO EACH DISCIPLINE'S CONTRACT DOCUMENTS FOR
ADDITIONAL INFORMATION. NOTIFY ARCHITECT PRIOR TO BID OF SPECIFIC PERCEIVED,
POTENTIAL, AND/OR ACTUAL CONFLICTS BETWEEN INTENT OF ARCHITECTURAL CONTRACT
DOCUMENTS AND INFORMATION DEPICTED IN OTHER DISCIPLINES' CONTRACT DOCUMENTS.
3. DIMENSIONS SHOWN ARE TO FACE OF FINISH, FACE OF MASONRY, FACE OF CONCRETE, OR
CENTERLINE OF COLUMN OR GRID LINE UNLESS NOTED OTHERWISE.
4. DIMENSIONS AT INTERIOR DOOR, SIDELITE, AND OTHER OPENINGS ARE DOOR OR GLASS SIDE
FINISHED FACE OF FRAME DIMENSIONS UNLESS OTHERWISE NOTED. SEE OPENING DETAILS
FOR MORE INFORMATION.
5. DOORS NOT LOCATED BY PLAN OR DETAIL DIMENSION ARE TO BE CENTERED IN WALLS AS
SHOWN OR LOCATED WITH DOOR SIDE FINISHED FACE OF FRAME 4" FROM FACE OF WALL
FINISH.
6. USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM
DRAWINGS. CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL
DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, AND OTHER DRAWINGS WHERE APPLICABLE. NOTIFY ARCHITECT OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.
7. CONDITIONS AND DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS
SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON DRAWINGS
APPLY UNLESS NOTED OTHERWISE BY SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC
DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED
FOR THE TYPICAL CONSTRUCTION OF THE PROJECT.
8. PROTECT ALL EXISTING CONSTRUCTION SHOWN TO REMAIN FROM DAMAGE DURING
CONSTRUCTION.
9. WHERE NEW WORK IS CALLED FOR, SUCH WORK SHALL INCLUDE REMOVAL OF EXISTING
FINISHES, SYSTEMS AND RELATED ITEMS REQUIRED TO COMPLETE NEW WORK.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES (UNLESS A SEQUENCE IS SPECIFIED BY THE
OWNER OR CONTRACT DOCUMENTS), PHASING AND PROCEDURES, AND FOR COORDINATING
ALL PORTIONS OF THE WORK.
11. FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS. SEAL ALL PENETRATIONS THROUGH
EXTERIOR WALLS WATERTIGHT.
12. PROVIDE MINIMUM RATED 2A: 108:C PORTABLE FIRE EXTINGUISHERS WITH A MAXIMUM
PROTECTION AREA OF 3,000 SF SUCH THAT THEY ARE LOCATED WITHIN A 75- FOOT TRAVEL
DISTANCE TO ANY POINT IN THE AREA. AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED
FOR EACH TENANT SPACE. SIGNAGE SHALL BE PROVIDED FOR EACH EXTINGUISHER AND
SHALL BE ACCEPTABLE TO THE FIRE DEPARTMENT. EXTINGUISHERS SHALL BE MOUNTED
SUCH THAT THE TOP OF THE EXTINGUISHER IS NOT HIGHER THAN 48 INCHES ABOVE FLOOR
LEVEL.
13. WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF
CONSTRUCTION TO BE USED ON THE WORK, ALL SUCH MATERIAL AND METHODS ARE TO
MAINTAIN STANDARDS OF THE INDUSTRY AND, WHERE APPLICABLE, MANUFACTURER’S
INSTRUCTIONS.
14. LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE BUILDING AREA'S DESIGN
LIVE LOAD PER SQUARE FOOT.
15. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL,
ELECTRICAL, PLUMBING, AND OTHER DISCIPLINES ELEMENTS WITH APPROPRIATE TRADES,
DRAWINGS, AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
16. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING, FRAMING FOR HANDRAILS,
DOOR STOPS, CASEWORK, SHELVING, MIRRORS, WALL MOUNTED EQUIPMENT, AND ALL
OTHER SPECIALTY, ACCESSORY, AND EQUIPMENT ITEMS AS REQUIRED FOR COMPLETE
INSTALLATION.
17. CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS, WINDOWS, RELITES, AND OTHER
OPENINGS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
LEGEND:
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED
NEW CONSTRUCTION
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
N
I n h a b i t
D e s i g n
A-203
3RD FLOOR PLAN
11/11/2022
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21022
CUP SET
3/32" = 1'-0"
3RD FLOOR PLAN1
REV DATE DESCRIPTION
1 3 3B
JJ
GG
CC
AA
Y
U
N
J
F
E
C
A
B
D
G
R
L
4038333222 26 30
A
C
E
F
7 105 12 18
35
M
14
P
H
3635A
E1
E2
T
VV
ZZ
YY
TT
V
XX
20
UU
K
16
A-301S1S1
A-301
W1W1
A-301 N1N1
A-301
E1E1
UPBLAST KX FAN ON TOP OF SHAFT
EXHAUST DUCT, 6,000CFM
KITCHEN MAKE-UP AIR AHU
6,000CFM
VRF UNITS
CUSTOM DOAS AHU W/ HEAT
WHEEL AND DX COIL, 11,000CFM
VRF UNITS
CUSTOM DOAS AHU W/ HEAT
WHEEL AND DX COIL, 11,000CFM
ALTERNATE - SOLAR PANELS
ALTERNATE: (4) 8'X8' SKYLIGHTS
NEW COLD FORMED METAL PARAPET W/ COLD FORMED KICKERS @
48" OC, PLYWOOD SHEATHING, MOISTURE BARRIER AND PAINTED
METAL PANEL FINISH ON THE EXTERIOR, MODIFIED BITUMEN
ROOFING @ FLASHING ON THE ROOF SIDE.
MECH SCREEN
MECH SCREEN
EXISTING ELEVATOR HOISTWAY
EXISTING SKYLIGHT
1/
4
"
P
E
R
F
O
O
T
S
L
O
P
E
1/
4
"
P
E
R
F
O
O
T
S
L
O
P
E
1/
4
"
P
E
R
F
O
O
T
S
L
O
P
E
1/
4
"
P
E
R
F
O
O
T
S
L
O
P
E
1/4" PER FOOT SLOPE1/4" PER FOOT SLOPE
NEW MODIFIED BITUMEN ROOFING
ASSEMBLY, SLOPE 1/4" PER FOOT
MIN TO DRAINS
RD & OD RD & OD
RD & OD RD & OD RD & ODRD & ODRD & ODCURB & COVER ASSEMBLY @ SHAFT BELOW
CURB & COVER ASSEMBLY @ SHAFT BELOW
RD
&
O
D
RD
&
O
D
RD
&
O
D
1/4" PER FOOT SLOPE1/4" PER FOOT SLOPE
PREFINISHED METAL CANOPY BELOW (P-3)
PREFINISHED METAL CANOPY BELOW (P-3)
PREFINISHED METAL
CANOPY BELOW (P-3)
ROOF HATCH
SEE DRAWING A-203 FOR GYM
ROOF PLAN INFORMATION
ROOF PLAN NOTES:
1. NOT ALL ROOF PENETRATIONS ARE NECESSARILY SHOWN. COORDINATE WITH THE
DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL ROOF PENETRATIONS.
2. LOADING OF CONSTRUCTION MATERIALS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER
SQUARE FOOT.
3. THE SLOPE OF ANY NEW CRICKETS IS TO BE ACHIEVED WITH TAPERED INSULATION, TYP.
PROVIDE CRICKETS AT ALL MECHANICAL EQUIPMENT AT UPSLOPE SIDE TO DIVERT WATER:
FINISHED CRICKET SURFACE SHALL ACHIEVE 1/2" PER FOOT MINIMUM SLOPE. SIZE TO BE
GREATER THAN 1/8" PER FOOT MINIMUM SLOPE ALONG VALLEY LINE.
4. SEE BUILDING ELEVATIONS FOR PAINTING & ALL OTHER EXTERIOR FINISH WORK.
5. WHERE ROOF INSULATION IS REQUIRED, PROVIDE IN A MIN OF (2) LAYERS. LAYER JOINTS
SHALL BE STAGGERED.
6. AT ALL ROOF PENETRATIONS, ROOF SHALL BE FLASHED AND SEALED WATERTIGHT PER
DETAILS NOTED.
7. CONTRACTOR TO COORDINATE AND VERIFY CURB AND ROOF PENETRATION LOCATIONS.
8. MAINTAIN ALL ROOF PENETRATIONS 3'-0" OR GREATER FROM FLOW LINES.
9. NO PLUMBING VENTS OR EXHAUST UNITS WITHIN 10'- 0" OF INTAKE OR 5'- 0" OF EXTERIOR
WALL.
10. ALL AIR DUCT OR AIR VENT OPENINGS EXCEEDING NINETY- SIX (96) SQUARE INCHES ON THE
ROOF OR EXTERIOR WALLS SHALL BE SECURED PER DUBLIN NON- RESIDENTIAL BUILDING
SECURITY 7.32.270 1010, APPENDIX CHAPTER 10.
R1 - 2 PLY MODIFIED BITUMINOUS MEMBRANE ROOFING ON R-38 RIGID
INSULATION ON VAPOR BARRIER ON STRUCTURAL DECKING
R2 - PREFINISHED METAL PANEL CANOPY ON VAPOR BARRIER ON
STRUCTURAL DECKING
R3 - ROOF WALKWAY PAD
ROOF LEGEND:
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
N
I n h a b i t
D e s i g n
A-204
ROOF PLAN
11/11/2022
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21022
CUP SET
3/32" = 1'-0"
ROOF1
REV DATE DESCRIPTION
BASIS
INDEPENDENT
DUBLIN
BASIS INDEPENDENT DUBLIN
NEW BUILDING 2 CONSTRUCTION (GYM),
SEE ELEVATION INFORMATION ON A-302
EXISTING BUILDING 1 ALTERATION (SCHOOL),
SEE ELEVATION INFORMATION ON A-301
6'-10" TALL, PREFINISHED ORNAMENTAL
METAL FENCING (P-4), TYP
TRASH ENCLOSURE BEYOND, SEE
ELEVATION INFORMATION ON A-400
EXISTING GALVANIZED CHAIN
LINK FENCE TO REMAIN
LANDSCAPE TREE AND SHRUB SCREEN
@ WEST SIDE OF TRASH ENCLOSURE,
AND LANDSCAPE TRELLIS SCREEN @
NORTH AND SOUTH SIDES OF TRASH
ENCLOSURE, SEE LANDSCAPE
BASIS INDEPENDENT DUBLIN
BASIS INDEPENDENT DUBLIN
NEW BUILDING 2 CONSTRUCTION (GYM),
SEE ELEVATION INFORMATION ON A-302
6'-10" TALL, PREFINISHED ORNAMENTAL
METAL FENCING (P-4), TYP
PREFINISHED ORNAMENTAL METAL GATE
(P-4), TYP
PREFINISHED ORNAMENTAL METAL GATE
(P-4), TYP
PREFINISHED ORNAMENTAL METAL GATE
(P-4), TYP
EXISTING BUILDING 1 ALTERATION (SCHOOL),
SEE ELEVATION INFORMATION ON A-301
7950
BUILDING ADDRESS, SIGN TYPE E1:
INDIVIDUAL DIE CUT ALUMINUM NUMBERS WITH
INTEGRAL COLORS, 1" DEEP X 15" HIGH (P-6)
7960
BUILDING ADDRESS, SIGN TYPE E1:
INDIVIDUAL DIE CUT ALUMINUM NUMBERS WITH
INTEGRAL COLORS, 1" DEEP X 15" HIGH (P-6)
BASIS INDEPENDENT DUBLIN
BASIS INDEPENDENT DUBLIN
EXISTING BUILDING 1 ALTERATION (SCHOOL),
SEE ELEVATION INFORMATION ON A-301
6'-10" TALL, PREFINISHED ORNAMENTAL
METAL FENCING (P-4), TYP
PREFINISHED ORNAMENTAL
METAL GATE (P-4)
TRASH ENCLOSURE, SEE ELEVATION
INFORMATION ON A-400
6'-10" TALL PAINTED CMU ENCLOSURE
WALL WITH 2" CMU CAP
LANDSCAPE TREE AND SHRUB SCREEN @
WEST SIDE OF TRASH ENCLOSURE, AND
LANDSCAPE TRELLIS SCREEN @ NORTH
AND SOUTH SIDES OF TRASH ENCLOSURE,
SEE LANDSCAPE
7950
BUILDING ADDRESS, SIGN TYPE E1:
INDIVIDUAL DIE CUT ALUMINUM NUMBERS WITH
INTEGRAL COLORS, 1" DEEP X 15" HIGH (P-6)
NEW BUILDING 2 CONSTRUCTION (GYM),
SEE ELEVATION INFORMATION ON A-302
EXISTING GALVANIZED CHAIN
LINK FENCE TO REMAIN
FINISH LEGEND:
PRECISION FACE CMU
AIR VOL BLOCK - PRECISION - COLOR #60B47E - 8X8X16 - RUNNING BOND -
ASTM-C-90
(PAINTED, P-4)
ORNAMENTAL METAL FENCING
MAVERICK - C - BARCELONA - 3" SQ POSTS W/ FLAT CAP, (3) 1" RAILS, AND 3/4"
SQ PICKETS W/ WITH BALL FINIALS
(PREFINISHED - POLYESTER COAT - P-4)
ALUMINUM STOREFRONT
KAWNEER - 451T, CENTER GLAZED W/ 1" INSULATED GLAZING & FULL LITE
ENTRANCE DOORS
(PREFINISHED - ANODIZED, P-5)
P-1
BASIS WHITE = SHERWIN-WILLIAMS - SW7007 = "CEILING BRIGHT WHITE'
P-2
BASIS GRAY = SHERWIN-WILLIAMS - SW7642-10352 = "T/M GRAY"
P-3
BASIS RED = SHERWIN WILLIAMS - SW6867 = "FIREWORKS"
P-4
BASIS DARK GRAY = SHERWIN WILLIAMS - SW7069 - "IRON ORE"
P-5
INDUSTRY STANDARD DARK BRONZE = KAWNEER - #40 - "DARK BRONZE"
P-6
BASIS BLACK = SHERWIN-WILLIAMS - SW6258 - "TRICORN BLACK"
CONCRETE
SMOOTH PRECAST CONCRETE PANELS W/ FORMED SCORE LINES - ACI-301,
ACI-303.1, ACI-533R, ACI-551.1R, PCI-MNL-122
(PAINTED, P-1, P-2, P-3)
SMOOTH METAL PANEL
PAC-CLAD - PAC-3000 RS
(PREFINISHED - PVDF - KYNAR 500 - P2, P-3, GR-1)
ALUMINUM HORIZONTAL RIB PANEL MECHANICAL SCREEN
CITISCAPES - "ENVISOR 4.0 - HOIRZONTAL CORRUGATED - SOLID"
(PREFINISHED - POWDER COATED - SW 4000 SERIES POWDER COAT - P-4)
MATERIALS & SYSTEMS
COLORS
1. PROVIDE NEW DEVICES AS SHOWN. ALL FIXTURES AND DEVICES MAY NOT BE AS
SHOWN, COORDINATE WITH THE DRAWINGS OF OTHER DISCIPLINES FOR ALL
FIXTURES AND DEVICES.
2. PROVIDE NEW SIGNAGE PER SIGN TYPES SHOWN.
3. FINISHES, CONTROL JOINTS AND REVEALS SHOWN ON FRONT SIDES OF BUILT-OUT
FEATURES SHALL CONTINUE AT RETURNS AND BACK SIDES W HERE OCCUR.
4. BUILDING ADDRESS SIGN BY OWNER PER OWNER'S MASTER SIGN PROGRAM. 12"
HIGH MIN X 1 1/2" STROKE MIN, OR AS DIRECTED BY ALAMEDA COUNTY FIRE
DEPARTMENT. FONT, COLOR, AND DESIGN TO MATCH MASTER SIGN PROGRAM.
CENTER VERTICALLY. VERIFY ADDRESS NUMBERS WITH OWNER PRIOR TO
FABRICATION. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND.
GENERAL NOTES:
DIMENSIONS: 6'-10" HIGH, 3" SQ POSTS W/ FLAT CAP @ 8'0 OC,
(3) 1" RAILS, AND 3/4" SQ PICKETS W/ WITH BALL FINIALS
MATERIALS: ORNAMENTAL METAL
COLOR: PREFINISHED POLYESTER COAT, COLOR P-4
DIMENSIONS: 6'-0" HIGH, 3" DIA VERTICALS @ 8'0 OC
MATERIALS: GALVANIZED STEEL CHAIN LINK FENCE
COLOR: GALVANIZED STEEL
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
I n h a b i t
D e s i g n
A-300
SITE ELEVATIONS
11/11/22
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21022
CUP SET
1/16" = 1'-0"
SITE ELEVATION - WW
1/16" = 1'-0"
SITE ELEVATION - EE
1/16" = 1'-0"
SITE ELEVATION - NN
1/16" = 1'-0"
SITE ELEVATION - SS 3/4" = 1'-0"
PREFINISHED ORNAMENTAL FENCE1SAMPLE IMAGE, N.T.S.
3/4" = 1'-0"
EXISTING CHAIN LINK FENCE2SAMPLE IMAGE, N.T.S.
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
11/11/2022
L2
12' - 9"
L1
0' - 0"
L3
25' - 6"
L2 CEILING
21' - 9"
L3 CEILING
34' - 6"
L1 CEILING
9' - 0"
T.O PARAPET
42' - 6"
PREFINISHED SMOOTH METAL
PANEL CANOPY (P-3), TYP
EXISTING CONCRETE PILASTERS, PAINTED (P-2
WITH P-3 ON EAST PROJECTION @ SOUTH
FACING PILASTERS), TYP
PREFINISHED SMOOTH METAL
PANEL PARAPET (P-2), TYP
EXISTING CONCRETE PANELS WITH
PROJECTIONS, PAINTED (P-1), TYP
EXISTING ALUMINUM WINDOWS WITH DARK
BRONZE (P-5) ANNODIZED FINISH, TYP
EXISTING ALUMINUM STOREFRONT & ENTRANCE DOOR
SYSTEMS WITH DARK BRONZE (P-5) ANODIZED FINISH, TYP
ALUMNIMUM STOREFRONT SYSTEM (SF-1) WITH DARK
BRONZE (P-5) ANODIZED FINISH
FENCE, SEE A-300
PREFINISHED ALUMINUM HORIZONTAL RIB PANEL
MECHANICAL SCREEN BEYOND (P-4), TYP
PREFINISHED WALL MOUNTED LIGHT
FIXTURE (P-5), TYP, SEE ELECTRICAL
L2
12' - 9"
L1
0' - 0"
L3
25' - 6"
L2 CEILING
21' - 9"
L3 CEILING
34' - 6"
L1 CEILING
9' - 0"
BASIS
INDEPENDENT
DUBLIN
BASIS INDEPENDENT DUBLIN
T.O PARAPET
42' - 6"
EXISTING CONCRETE PILASTERS, PAINTED (P-2
WITH P-3 ON NORTH PROJECTION @ WEST
FACING PILASTERS), TYP
PREFINISHED SMOOTH METAL
PANEL PARAPET (P-2), TYP
SIGN TYPE E1: INDIVIDUAL DIE CUT
ALUMINUM LETTERS & SYMBOLS WITH
INTEGRAL COLORS, 1" DEEP (P-3, P-6)
SIGN TYPE E2: EDGE-LIT ACRYLIC
SIGN FORM WITH INTEGRAL COLORS,
4" DEEP (P-3, P-6)
PREFINISHED SMOOTH METAL
PANEL CANOPY (P-3), TYP
EXISTING ALUMINUM STOREFRONT &
ENTRANCE DOOR SYSTEMS WITH DARK
BRONZE (P-5) ANODIZED FINISH, TYP
ALUMNIMUM ENTRANCE DOOR SYSTEM IN MODIFIED
EXISTING ALUMINUM STOREFRONT SYSTEM WITH
DARK BRONZE (P-5) ANODIZED FINISH
EXISTING CONCRETE PANELS WITH
PROJECTIONS, PAINTED (P-1), TYP
EXISTING ALUMINUM WINDOWS WITH DARK
BRONZE (P-5) ANNODIZED FINISH, TYP
ALUMNIMUM STOREFRONT SYSTEM
WITH DARK BRONZE (P-5) ANODIZED
FINISH (SF-1)
ALUMNIMUM ENTRANCE DOOR SYSTEM IN MODIFIED
EXISTING ALUMINUM STOREFRONT SYSTEM WITH
DARK BRONZE (P-5) ANODIZED FINISH
ALUMINUM STOREFRONT INFILL (SF-1) IN MODIFIED EXISTING ALUMINUM
STOREFRONT SYSTEM WITH DARK BRONZE (P-5) ANODIZED FINISH
FENCE, SEE A-300
PREFINISHED ALUMINUM HORIZONTAL RIB PANEL
MECHANICAL SCREEN BEYOND (P-4), TYP
FIRE DEPARTMENT KEY BOX ON
BACK OF PILASTER, 5'-6" AFF
PREFINISHED WALL MOUNTED LIGHT
FIXTURE (P-5), TYP, SEE ELECTRICAL
L2
12' - 9"
L1
0' - 0"
L3
25' - 6"
L2 CEILING
21' - 9"
L3 CEILING
34' - 6"
L1 CEILING
9' - 0"
BASIS INDEPENDENT DUBLIN
BASIS INDEPENDENT DUBLIN
T.O PARAPET
42' - 6"
EXISTING CONCRETE PILASTER, PAINTED (P-2
WITH P-3 ON NORTH PROJECTION @ WEST
FACING PILASTERS), TYP
SIGN TYPE E1: INDIVIDUAL DIE CUT
ALUMINUM LETTERS & SYMBOLS WITH
INTEGRAL COLORS, 1" DEEP (P-3, P-6)
SIGN TYPE E2: EDGE-LIT ACRYLIC
SIGN FORM WITH INTEGRAL COLORS,
4" DEEP (P-3, P-6)
PREFINISHED SMOOTH METAL
PANEL CANOPY (P-3), TYP
EXISTING CONCRETE PILASTERS, PAINTED (P-2
WITH P-3 ON EAST PROJECTION @ NORTH
FACING PILASTERS), TYP
PREFINISHED SMOOTH METAL
PANEL PARAPET (P-2), TYP
EXISTING CONCRETE PANELS WITH
PROJECTIONS, PAINTED (P-1), TYP
EXISTING ALUMINUM WINDOWS WITH DARK
BRONZE (P-5) ANNODIZED FINISH, TYP
EXISTING CONCRETE PILASTER, PAINTED (P-2
WITH P-3 ON NORTH PROJECTION @ EAST
FACING PILASTERS), TYP
EXISTING ALUMINUM STOREFRONT &
ENTRANCE DOOR SYSTEMS WITH DARK
BRONZE (P-5) ANODIZED FINISH, TYP
ALUMINUM STOREFRONT INFILL (SF-1) IN
EXISTING ALUMINUM STOREFRONT SYSTEM
WITH DARK BRONZE (P-5) ANODIZED FINISH
ALUMNIMUM STOREFRONT &
ENTRANCE DOOR SYSTEMS (SF-1) WITH
DARK BRONZE (P-5) ANODIZED FINISH
FENCE, SEE A-300 CMU ENCLOSURE
WALL, SEE A-300
PREFINISHED ALUMINUM HORIZONTAL RIB PANEL
MECHANICAL SCREEN BEYOND (P-4), TYP
FIRE DEPARTMENT KEY BOX ON
BACK OF PILASTER, 5'-6" AFF
7950
BUILDING ADDRESS, SIGN TYPE E1:
INDIVIDUAL DIE CUT ALUMINUM
NUMBERS WITH INTEGRAL COLORS,
1" DEEP X 15" HIGH (P-6)
PREFINISHED WALL MOUNTED LIGHT
FIXTURE (P-5), TYP, SEE ELECTRICAL
L2
12' - 9"
L1
0' - 0"
L3
25' - 6"
L2 CEILING
21' - 9"
L3 CEILING
34' - 6"
L1 CEILING
9' - 0"
BASIS INDEPENDENT DUBLIN
BASIS INDEPENDENT DUBLIN
T.O PARAPET
42' - 6"
EXISTING CONCRETE PILASTER, PAINTED (P-2
WITH P-3 ON EAST PROJECTION @ NORTH
FACING PILASTERS), TYP
SIGN TYPE E1: INDIVIDUAL DIE CUT
ALUMINUM LETTERS & SYMBOLS WITH
INTEGRAL COLORS, 1" DEEP (P-3, P-6)
SIGN TYPE E2: EDGE-LIT ACRYLIC
SIGN FORM WITH INTEGRAL COLORS,
4" DEEP (P-3, P-6)
PREFINISHED SMOOTH METAL
PANEL CANOPY (P-3), TYP
EXISTING CONCRETE PILASTERS, PAINTED (P-2 WITH P-3 ON
NORTH PROJECTION @ EAST FACING PILASTERS), TYP
PREFINISHED SMOOTH METAL
PANEL PARAPET (P-2), TYP
EXISTING CONCRETE
PANELS WITH PROJECTIONS,
PAINTED (P-1), TYP
EXISTING ALUMINUM WINDOWS WITH DARK
BRONZE (P-5) ANNODIZED FINISH, TYP
EXISTING CONCRETE PILASTER, PAINTED (P-2
WITH P-3 ON EAST PROJECTION @ SOUTH
FACING PILASTERS), TYP
EXISTING ALUMINUM STOREFRONT &
ENTRANCE DOOR SYSTEMS WITH DARK
BRONZE (P-5) ANODIZED FINISH, TYP
ALUMINUM STOREFRONT INFILL (SF-1) IN MODIFIED EXISTING ALUMINUM
STOREFRONT SYSTEM WITH DARK BRONZE (P-5) ANODIZED FINISH
ALUMNIMUM STOREFRONT & ENTRANCE
DOOR SYSTEMS (SF-1) WITH DARK
BRONZE (P-5) ANODIZED FINISH
FENCE, SEE A-300
PREFINISHED ALUMINUM HORIZONTAL RIB PANEL
MECHANICAL SCREEN BEYOND (P-4), TYP
FIRE DEPARTMENT KEY BOX ON
BACK OF PILASTER, 5'-6" AFF
7950
BUILDING ADDRESS, SIGN TYPE E1:
INDIVIDUAL DIE CUT ALUMINUM
NUMBERS WITH INTEGRAL COLORS,
1" DEEP X 15" HIGH (P-6)
PREFINISHED WALL MOUNTED LIGHT
FIXTURE (P-5), TYP, SEE ELECTRICAL
FINISH LEGEND:
PRECISION FACE CMU
AIR VOL BLOCK - PRECISION - COLOR #60B47E - 8X8X16 - RUNNING BOND -
ASTM-C-90
(PAINTED, P-4)
ORNAMENTAL METAL FENCING
MAVERICK - C - BARCELONA - 3" SQ POSTS W/ FLAT CAP, (3) 1" RAILS, AND 3/4"
SQ PICKETS W/ WITH BALL FINIALS
(PREFINISHED - POLYESTER COAT - P-4)
ALUMINUM STOREFRONT
KAWNEER - 451T, CENTER GLAZED W/ 1" INSULATED GLAZING & FULL LITE
ENTRANCE DOORS
(PREFINISHED - ANODIZED, P-5)
P-1
BASIS WHITE = SHERWIN-WILLIAMS - SW7007 = "CEILING BRIGHT WHITE'
P-2
BASIS GRAY = SHERWIN-WILLIAMS - SW7642-10352 = "T/M GRAY"
P-3
BASIS RED = SHERWIN WILLIAMS - SW6867 = "FIREWORKS"
P-4
BASIS DARK GRAY = SHERWIN WILLIAMS - SW7069 - "IRON ORE"
P-5
INDUSTRY STANDARD DARK BRONZE = KAWNEER - #40 - "DARK BRONZE"
P-6
BASIS BLACK = SHERWIN-WILLIAMS - SW6258 - "TRICORN BLACK"
CONCRETE
SMOOTH PRECAST CONCRETE PANELS W/ FORMED SCORE LINES - ACI-301,
ACI-303.1, ACI-533R, ACI-551.1R, PCI-MNL-122
(PAINTED, P-1, P-2, P-3)
SMOOTH METAL PANEL
PAC-CLAD - PAC-3000 RS
(PREFINISHED - PVDF - KYNAR 500 - P2, P-3, GR-1)
ALUMINUM HORIZONTAL RIB PANEL MECHANICAL SCREEN
CITISCAPES - "ENVISOR 4.0 - HOIRZONTAL CORRUGATED - SOLID"
(PREFINISHED - POWDER COATED - SW 4000 SERIES POWDER COAT - P-4)
MATERIALS & SYSTEMS
COLORS
1. PROVIDE NEW DEVICES AS SHOWN. ALL FIXTURES AND DEVICES MAY NOT BE AS
SHOWN, COORDINATE WITH THE DRAWINGS OF OTHER DISCIPLINES FOR ALL
FIXTURES AND DEVICES.
2. PROVIDE NEW SIGNAGE PER SIGN TYPES SHOWN.
3. FINISHES, CONTROL JOINTS AND REVEALS SHOWN ON FRONT SIDES OF BUILT-OUT
FEATURES SHALL CONTINUE AT RETURNS AND BACK SIDES W HERE OCCUR.
4. BUILDING ADDRESS SIGN BY OWNER PER OWNER'S MASTER SIGN PROGRAM. 12"
HIGH MIN X 1 1/2" STROKE MIN, OR AS DIRECTED BY ALAMEDA COUNTY FIRE
DEPARTMENT. FONT, COLOR, AND DESIGN TO MATCH MASTER SIGN PROGRAM.
CENTER VERTICALLY. VERIFY ADDRESS NUMBERS WITH OWNER PRIOR TO
FABRICATION. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND.
GENERAL NOTES:
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
I n h a b i t
D e s i g n
A-301
EXTERIOR
ELEVATIONS - BLDG
1
11/11/2022
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21022
CUP SET
1/8" = 1'-0"
BLDG 1 - SOUTHS1
1/8" = 1'-0"
BLDG 1 - WESTW1
1/8" = 1'-0"
BLDG 1 - NORTHN1
1/8" = 1'-0"
BLDG 1 - EASTE1
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
L2
12' - 9"
L1
0' - 0"
L3
25' - 6"
L2 CEILING
21' - 9"
L1 CEILING
9' - 0"
PAINTED TILT-UP CONCRETE PILASTERS (P-2
WITH P-3 ON NORTH PROJECTION @ EAST
FACING PILASTERS), TYP
PAINTED TILT-UP CONCRETE PILASTERS (P-2
WITH P-3 ON EAST PROJECTION @ SOUTH
FACING PILASTERS), TYP
PAINTED TILT-UP CONCRETE PILASTERS (P-2
WITH P-3 ON EAST PROJECTION @ NORTH
FACING PILASTERS), TYP
T.O. PARAPET
33' - 6"
PREFINISHED SMOOTH METAL
PANEL PARAPET (P-2), TYP
PAINTED TILT-UP
CONCRETE PANELS WITH
SCORE LINES (P-1), TYP
FENCE, SEE A-300FENCE, SEE A-300
7960
BUILDING ADDRESS, SIGN TYPE E1:
INDIVIDUAL DIE CUT ALUMINUM
NUMBERS WITH INTEGRAL COLORS,
1" DEEP X 15" HIGH (P-6)
PREFINISHED WALL MOUNTED LIGHT
FIXTURE (P-5), TYP, SEE ELECTRICAL
L2
12' - 9"
L1
0' - 0"
L3
25' - 6"
L2 CEILING
21' - 9"
L1 CEILING
9' - 0"
BASIS INDEPENDENT DUBLIN
T.O. PARAPET
33' - 6"
PAINTED TILT-UP CONCRETE PILASTERS (P-2
WITH P-3 ON EAST PROJECTION @ NORTH
FACING PILASTERS), TYP
PAINTED TILT-UP CONCRETE PILASTERS (P-2
WITH P-3 ON NORTH PROJECTION @ EAST
FACING PILASTERS), TYP
PAINTED TILT-UP CONCRETE PILASTERS (P-2
WITH P-3 ON NORTH PROJECTION @ WEST
FACING PILASTERS), TYP
PREFINISHED SMOOTH METAL
PANEL PARAPET (P-2), TYP
SIGN TYPE E1: INDIVIDUAL DIE CUT
ALUMINUM LETTERS & SYMBOLS WITH
INTEGRAL COLORS, 1" DEEP (P-3, P-6)
SIGN TYPE E2: EDGE-LIT ACRYLIC
SIGN FORM WITH INTEGRAL COLORS,
4" DEEP (P-3, P-6)
PREFINISHED SMOOTH METAL PANEL
CANOPY (P-3), TYP
ALUMNIMUM ENTRANCE DOOR
SYSTEM (SF-1) WITH DARK BRONZE
(P-5) ANODIZED FINISH, TYP
ALUMNIMUM STOREFRONT SYSTEM
WITH DARK BRONZE (P-5) ANODIZED
FINISH, TYP
CUSTOM PREFINISHED GRAPHICS ON SMOOTH
METAL PANEL, TYP (GR-1)
FENCE, SEE A-300
ALUMNIMUM STOREFRONT SYSTEM
WITH DARK BRONZE (P-5) ANODIZED
FINISH, TYP
7960
BUILDING ADDRESS, SIGN TYPE E1:
INDIVIDUAL DIE CUT ALUMINUM
NUMBERS WITH INTEGRAL COLORS,
1" DEEP X 15" HIGH (P-6)
FIRE DEPARTMENT KEY BOX, 5'-6" AFFPREFINISHED WALL MOUNTED LIGHT
FIXTURE (P-5), TYP, SEE ELECTRICAL
L2
12' - 9"
L1
0' - 0"
L3
25' - 6"
L2 CEILING
21' - 9"
L1 CEILING
9' - 0"
T.O. PARAPET
33' - 6"
PREFINISHED SMOOTH METAL
PANEL PARAPET (P-2), TYP
PAINTED TILT-UP CONCRETE PANELS WITH
SCORE LINES (P-1), TYP
PAINTED TILT-UP CONCRETE PILASTERS (P-2
WITH P-3 ON EAST PROJECTION @ SOUTH
FACING PILASTERS), TYP
FENCE, SEE A-300PREFINISHED WALL MOUNTED LIGHT
FIXTURE (P-5), TYP, SEE ELECTRICAL
L2
12' - 9"
L1
0' - 0"
L3
25' - 6"
L2 CEILING
21' - 9"
L1 CEILING
9' - 0"
T.O. PARAPET
33' - 6"
PREFINISHED SMOOTH
METAL PANEL CANOPY
BEYOND (P-3)
PREFINISHED SMOOTH METAL
PANEL PARAPET (P-2), TYP
PAINTED TILT-UP CONCRETE PILASTERS (P-2
WITH P-3 ON NORTH PROJECTION @ WEST
FACING PILASTERS), TYP
PAINTED TILT-UP CONCRETE PANELS WITH
SCORE LINES (P-1), TYP
PAINTED HOLLOW METAL
DOOR AND FRAME (P-1)
PREFINISHED WALL MOUNTED LIGHT
FIXTURE (P-5), TYP, SEE ELECTRICAL
FINISH LEGEND:
PRECISION FACE CMU
AIR VOL BLOCK - PRECISION - COLOR #60B47E - 8X8X16 - RUNNING BOND -
ASTM-C-90
(PAINTED, P-4)
ORNAMENTAL METAL FENCING
MAVERICK - C - BARCELONA - 3" SQ POSTS W/ FLAT CAP, (3) 1" RAILS, AND 3/4"
SQ PICKETS W/ WITH BALL FINIALS
(PREFINISHED - POLYESTER COAT - P-4)
ALUMINUM STOREFRONT
KAWNEER - 451T, CENTER GLAZED W/ 1" INSULATED GLAZING & FULL LITE
ENTRANCE DOORS
(PREFINISHED - ANODIZED, P-5)
P-1
BASIS WHITE = SHERWIN-WILLIAMS - SW7007 = "CEILING BRIGHT WHITE'
P-2
BASIS GRAY = SHERWIN-WILLIAMS - SW7642-10352 = "T/M GRAY"
P-3
BASIS RED = SHERWIN WILLIAMS - SW6867 = "FIREWORKS"
P-4
BASIS DARK GRAY = SHERWIN WILLIAMS - SW7069 - "IRON ORE"
P-5
INDUSTRY STANDARD DARK BRONZE = KAWNEER - #40 - "DARK BRONZE"
P-6
BASIS BLACK = SHERWIN-WILLIAMS - SW6258 - "TRICORN BLACK"
CONCRETE
SMOOTH PRECAST CONCRETE PANELS W/ FORMED SCORE LINES - ACI-301,
ACI-303.1, ACI-533R, ACI-551.1R, PCI-MNL-122
(PAINTED, P-1, P-2, P-3)
SMOOTH METAL PANEL
PAC-CLAD - PAC-3000 RS
(PREFINISHED - PVDF - KYNAR 500 - P2, P-3, GR-1)
ALUMINUM HORIZONTAL RIB PANEL MECHANICAL SCREEN
CITISCAPES - "ENVISOR 4.0 - HOIRZONTAL CORRUGATED - SOLID"
(PREFINISHED - POWDER COATED - SW 4000 SERIES POWDER COAT - P-4)
MATERIALS & SYSTEMS
COLORS
1. PROVIDE NEW DEVICES AS SHOWN. ALL FIXTURES AND DEVICES MAY NOT BE AS
SHOWN, COORDINATE WITH THE DRAWINGS OF OTHER DISCIPLINES FOR ALL
FIXTURES AND DEVICES.
2. PROVIDE NEW SIGNAGE PER SIGN TYPES SHOWN.
3. FINISHES, CONTROL JOINTS AND REVEALS SHOWN ON FRONT SIDES OF BUILT-OUT
FEATURES SHALL CONTINUE AT RETURNS AND BACK SIDES W HERE OCCUR.
4. BUILDING ADDRESS SIGN BY OWNER PER OWNER'S MASTER SIGN PROGRAM. 12"
HIGH MIN X 1 1/2" STROKE MIN, OR AS DIRECTED BY ALAMEDA COUNTY FIRE
DEPARTMENT. FONT, COLOR, AND DESIGN TO MATCH MASTER SIGN PROGRAM.
CENTER VERTICALLY. VERIFY ADDRESS NUMBERS WITH OWNER PRIOR TO
FABRICATION. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND.
GENERAL NOTES:
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
I n h a b i t
D e s i g n
A-302
EXTERIOR
ELEVATIONS - BLDG
2
11/11/2022
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21022
CUP SET
1/8" = 1'-0"
BLDG 2 - EASTE
1/8" = 1'-0"
BLDG 2 - NN
1/8" = 1'-0"
BLDG 2 - SOUTHS
1/8" = 1'-0"
BLDG 2 - WESTW
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
A-400
FRONTFRONT
A-400 SI
D
E
SI
D
E
A-400
REARREAR
25'-6"
14
'
-
0
"
7
A-400
TYP
CONCRETE CURB,
SEALED
STEEL COLUMN, SEE
STRUCTURAL, TYP
HOLLOW METAL
DOOR
8" X 16" CMU
WALL, TYP
CURB, SEE CIVIL
TRASH (4 YARD) BIN MIXED RECYCLING
(4 YARD) BIN
GREENWASTE (1 YARD) BIN
BINS, CONTAINERS
AND/OR CARTS (FOR
REFERENCE ONLY)
MANEUVERING
CLEARANCE @ DOOR
CONCRETE SLAB, SEALED
ROOF LINE ABOVE
STEEL POST @ GATES
A-400
3
TYP.
A-400
5
TYP.
LIGHT FIXTURE ABOVE,
SEE ELECTRICAL
OPENING
17'-4"1'-2"1'-6"3'-4"1'-7"
HOSE BIB WITH BUMPER
PROTECTION, SEE CIVIL
FLOOR DRAIN WITH GREASE
INTERCEPTOR, SEE CIVIL
1% SLOPE
ORNAMENTAL FENCING, SEE SITE ELEVATIONS
ROLLING GATE, SEE SITE
ELEVATIONS
GREASE INERCEPTOR,
ACCESS, AND CONNECTION,
SEE CIVIL
1% SLOPE
LANDSCAPE TRELLIS SCREEN, SEE LANDSCAPE DRAWINGS
LANDSCAPE TREE AND SHRUB SCREEN
INFRONT OF CMU WALL, SEE LANDSCAPE
T.O. CONCRETE
0'-0"
T.O. CMU
8'-2"
8'
-
0
"
2"
2'
-
4
"
1'
-
0
1
/
2
"
CANE BOLT @ EACH LEAF, PROVIDE
RECESSED STRIKE AT BOTH CLOSED
& OPEN POSITIONS. SEE 6/A-400
SLIDE BOLT. SEE 3/A-400
9
A-400
TYP.
A-400
4
TYP.
OPEN AT FRONT
STEEL GATES,
PAINTED P-2
STEEL STRUCTURE, PAINTED P-4
B.O. LOW BEAM
10'-6"
HOLLOW METAL DOOR AND FRAME,
PAINTED P-2
ROLLING GATE, SEE SITE ELEVATIONS
2" CMU WALL CAP, PAINTED P-2
11
A-400
TYP.
12
A-400
TYP.
10
A-400
TYP.
1'
-
0
1
/
2
"
2'
-
4
"
8'
-
2
"
FENCE, SEE SITE ELEVATIONS
2" CMU WALL CAP, PAINTED P-2
STEEL WIRE MESH, PAINTED P-4
STEEL STRUCTURE, PAINTED P-4
LANDSCAPE TRELLIS SCREEN
INFRONT OF CMU WALL, SEE
LANDSCAPE DRAWINGS
10
A-400
TYP.
12
A-400
TYP.
11
A-400
TYP.
STEEL WIRE MESH, PAINTED P-4
STEEL STRUCTURE, PAINTED P-4
2'
-
4
"
8'
-
2
"
FENCE, SEE SITE ELEVATIONS CMU WALL, PAINTED P-2 2" CMU WALL CAP, PAINTED P-2
LANDSCAPE TREE & SHRUB
SCREEN INFRONT OF CMU
WALL, SEE LANDSCAPE
DRAWINGS
8"
13
'
-
4
"
8"
25'-2"
METAL DECK ROOFING,
PAINTED P-4
STEEL COLUMN BELOW
PAINTED P-4, SEE
STRUCTURAL, TYP
STEEL BEAM BELOW
PAINTED P-4, SEE
STRUCTURAL, TYP
8" X 16" CMU WALL
BELOW PAINTED
P-2, TYP
8
A-400
TYP.
9
A-400
TYP.
10
A-400
TYP.
1/
2
"
P
E
R
F
O
O
T
S
L
O
P
E
FENCE, SEE SITE ELEVATIONS
ROLLING GATE, SEE SITE
ELEVATIONS
FINISH LEGEND:
PRECISION FACE CMU
AIR VOL BLOCK - PRECISION - COLOR #60B47E - 8X8X16 - RUNNING BOND -
ASTM-C-90
(PAINTED, P-4)
ORNAMENTAL METAL FENCING
MAVERICK - C - BARCELONA - 3" SQ POSTS W/ FLAT CAP, (3) 1" RAILS, AND 3/4"
SQ PICKETS W/ WITH BALL FINIALS
(PREFINISHED - POLYESTER COAT - P-4)
ALUMINUM STOREFRONT
KAWNEER - 451T, CENTER GLAZED W/ 1" INSULATED GLAZING & FULL LITE
ENTRANCE DOORS
(PREFINISHED - ANODIZED, P-5)
P-1
BASIS WHITE = SHERWIN-WILLIAMS - SW7007 = "CEILING BRIGHT WHITE'
P-2
BASIS GRAY = SHERWIN-WILLIAMS - SW7642-10352 = "T/M GRAY"
P-3
BASIS RED = SHERWIN WILLIAMS - SW6867 = "FIREWORKS"
P-4
BASIS DARK GRAY = SHERWIN WILLIAMS - SW7069 - "IRON ORE"
P-5
INDUSTRY STANDARD DARK BRONZE = KAWNEER - #40 - "DARK BRONZE"
P-6
BASIS BLACK = SHERWIN-WILLIAMS - SW6258 - "TRICORN BLACK"
CONCRETE
SMOOTH PRECAST CONCRETE PANELS W/ FORMED SCORE LINES - ACI-301,
ACI-303.1, ACI-533R, ACI-551.1R, PCI-MNL-122
(PAINTED, P-1, P-2, P-3)
SMOOTH METAL PANEL
PAC-CLAD - PAC-3000 RS
(PREFINISHED - PVDF - KYNAR 500 - P2, P-3, GR-1)
ALUMINUM HORIZONTAL RIB PANEL MECHANICAL SCREEN
CITISCAPES - "ENVISOR 4.0 - HOIRZONTAL CORRUGATED - SOLID"
(PREFINISHED - POWDER COATED - SW 4000 SERIES POWDER COAT - P-4)
MATERIALS & SYSTEMS
COLORS
1. SEE THE EXISTING SITE SURVEY IN THE CIVIL DRAWINGS FOR EXISTING SITE
INFORMATION.
2. SEE CIVIL, LANDCAPE, AND THE ARCHITECTURAL SITE PLAN DRAWINGS FOR
ADDITIONAL EXISTING SITE AND NEW SITE WORK INFORMATION.
3. SEE THE ARCHITECTURAL ELEVATIONS FOR ADDITIONAL ELEVATION INFORMATION.
GENERAL NOTES:
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
I n h a b i t
D e s i g n
A-400
TRASH ENCLOSURE
PLANS & DETAILS
11/11/22
BA
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21022
CUP SET
1/4" = 1'-0"
1
TRASH ENCLOSURE FLOOR PLAN
1/4" = 1'-0"
FRONT
TRASH ENCLOSURE ELEVATIONS
SIDE REAR
1/4" = 1'-0"
2
TRASH ENCLOSURE ROOF PLAN
3" = 1'-0"
GATE JAMB33" = 1'-0"
GATE POST43" = 1'-0"
GATE/DOOR COLUMN JAMB53" = 1'-0"
CANE BOLT63" = 1'-0"
CONCRETE CURB7
3" = 1'-0"
EAVE83" = 1'-0"
HIGH EAVE93" = 1'-0"
OPEN RAKE103" = 1'-0"
WIRE MESH @ COLUMN11
3" = 1'-0"
WIRE MESH @ WALL CAP12
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
11/11/2022
TREES - EXISTING
EUCALYPTUS SP. / SWEET GUM
QUERCUS SP. / OAK
SEQUOIA SP. / REDWOOD
HERITAGE TREES TO BE PROTECTED PER CITY OF DUBLIN MUNICIPAL CODE (DMC) CHAPTER 5.6.
TREES - PARKING LOT SIZE WATER USE HEIGHT X WIDTH
ACER RUBRUM 'OCTOBER GLORY'/ OCTOBER GLORY RED MAPLE 24" BOX, MODERATE, 35`X35`
PISTACIA CHINENSIS 'KEITH DAVEY'/KEITH DAVEY CHINESE PISTACHE 24" BOX,LOW, 35`X35`
ULMUS PARVIFOLIA 'ATHENA' / ATHENA LACEBARK ELM 24" BOX, MODERATE, 30`X35`
ZELKOVA SERRATA 'VILLAGE GREEN' / SAWLEAF ZELKOVA 24" BOX, MODERATE, 40`X35`
TREES - ACCENT AREAS (ENTRIES & AMENITY AREAS)
CERCIS CANADENSIS / EASTERN REDBUD 24" BOX, MODERATE, 15`X15`
CHIONANTHUS RETSUS / CHINESE FRINGE TREE 15 GAL., MODERATE, 15`X15`
LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' / NATCHEZ CRAPE MYRTLE MULTI-TRUNK 24" BOX, LOW, 20`X15
SCREENING SHRUBS
CEANOTHUS X `DARK STAR`/ DARK STAR WILD LILAC 5 GAL., LOW, 6`X6`
FICUS PUMILA / CREEPING FIG 5 GAL.,MODERATE,VINE
LEUCADENDRON X 'SAFARI SUNSET' / SAFARI SUNSET CONEBUSH 15 GAL., LOW, 8`X6`
LONICERA CILIOSA / ORANGE HONEYSUCKLE 5 GAL.,MODERATE,VINE
OLEA EUROPAEA 'LITTLE OLLIE' / LITTLE OLLIE OLIVE 5 GAL., LOW, 4`X4`
PODOCARPUS MACROPHYLLUS 'MAKI' / MAKI PODOCARPUS 15 GAL.,LOW, 10`X8`
PODOCARPUS GRACILIOR / FERN PINE ESPALIER 15 GAL.,MODERATE,30`X15`
ROSMARINUS OFFICINALIS 'ARP' / ARP ROSEMARY 5 GAL., LOW, 6`X3`
MEDIUM SHRUBS
DIETES X 'LEMON DROP'' / FORTNIGHT LILY 5 GAL., LOW, 4`X3`
LOMANDRA LONGIFOLIA 'LOMLON' / LIME TUFF DWARF MAT RUSH 1 GAL., LOW, 3`X3`
MUHLENBERGIA RIGENS / DEER GRASS 5 GAL., LOW, 4`X4`
PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' / LITTLE BUNNY FOUNTAIN GRASS 1 GAL., LOW, 2` X 3`
SALVIA CLEVELANDII 'WINIFRED GILLMAN' / WINIFRED GILLMAN CLEVELAND SAGE 1 GAL., LOW, 3.5`X 3.5`
SMALL SHRUBS
ACHILLEA MILLEFOLIUM ‘SONOMA COAST’ / SONOMA COAST YARROW 1 GAL., LOW, 2`X2`
ERIOGONUM GRANDE RUBESCENS / RED BUCKWHEAT 1 GAL., LOW, 1`X3`
PEROVSKIA ATRIPLICIFOLIA 'LITTLE SPIRE' / LITTLE SPIRE RUSSIAN SAGE 5 GAL., LOW, 2`X2`
STACHYS BYZANTINA \ LAMB'S EAR 1 GAL., LOW, 2`X 2`
TEUCRIUM CHAMAEDRYS 'PROSTRATUM' / PROSTRATE GERMANDER 5 GAL., LOW, 0.5`X3`
SHRUBS - BIOFILTRATION
CHONDROPETALUM TECTORUM / SMALL CAPE RUSH 1 GAL., LOW, 2.5`X3.5`
ELYMUS CONDENSATUS 'CANYON PRINCE' / CANYON PRINCE WILD RYE 1 GAL., LOW, 3`X3`
JUNCUS PATENS 'ELK BLUE' / SPREADING RUSH 1 GAL., LOW, 2`X2`
SYNTHETIC TURF
PLANTING LEGEND
OVERALL LANDSCAPE DESIGN THEME
THE OVERALL LANDSCAPE DESIGN THEME AND INTENT IS TO PROVIDE A LOW MAINTENANCE ENVIRONMENTALLY FRIENDLY KID CENTRIC SPACE. THE LARGE
SYNTHETIC TURF PLAY AREAS LOCATED BETWEEN THE TWO BUILDINGS PROVIDES AMPLE SPACE FOR STRUCTURED AND NON-STRUCTURED PLAY. WITH THE RAISED
PLANTERS AROUND THE PERIMETER SERVING TWO PRIMARY PURPOSES; FIRST TO PROVIDE SHADE AND A SOFTENING TO ALL THE HARD SURFACES AND SECOND, AMPLE
SEATING FOR ALL TO ENJOY. THE PLANTS WILL BE NATIVE, LOW WATER USE AND WILL BE SPECIES THAT OFFER DURABILITY, TEXTURE, COLOR AND VISUAL INTEREST
YEAR-ROUND. IT IS THE INTENT OF THE OWNER TO HAVE A LANDSCAPE IN WHICH FORM FOLLOWS FUNCTION — THUS WE HAVE CREATED LARGE PLAY AREAS, MEDIUM
AND SMALL GATHERING SPACES, KEY ARRIVAL POINTS AND A HARMONIOUS PALETTE OF PLANTS THROUGHOUT THE SITE.
BENCH
·MATERIALS: POWDER COATED
ALUMINUM, THERMALLY
MODIFIED ASH
·DIMENSIONS: 72 IN x 27 IN x 38.5 IN
·COLOR: AS SHOWN
SITE FURNISHING PRODUCTS
RAISED PLANTERS & SEAT WALLS
·MATERIALS: PRE-CAST CONCRETE
WITH WOOD SEAT TOPPERS
·HEIGHT: 18 INCHES
·COLOR: AS SHOWN
TRASH & RECYCLING RECEPTACLES
·MATERIALS: POWDER COATED
ALUMINUM
·DIMENSIONS: 27 IN x 14 IN x 42 IN (H)
·COLOR: BLACK
PLAY STRUCTURE (MULTIPLE AGES)
·MATERIALS: STEEL (DECKS AND
POSTS) AND ROTOMOLD PLASTICS
·DIMENSIONS: 19'-2" x 33'-2" x 11'-6"H
·FALL ZONE: 45'-6" x 31'-6"
·COLOR: AS SHOWN
BIKE RACK
·MATERIALS: POWDER COATED
ALUMINUM
·DIMENSIONS: 26 IN x 3 IN x 36 IN (H)
·COLOR: WHITE
1/2 BASKETBALL COURT
·MATERIALS: POWDER COATED STEEL
POST & POLYCARBONATE BACKBOARD
·COURT DIMENSIONS: 50'-0" x 42'-0"
·BACKBOARD DIMENSIONS: 42 IN x 72 IN
(10'-0" HEIGHT FROM THE GROUND)
·COLOR: BLACK & CLEAR
UTILITIES SCREENING
·MATERIALS: STEEL POSTS AND
GALVANIZED STEEL WIRE WITH
POWDER COAT FINISH
·DIMENSIONS: 2'-0" x 0'-3" x 8'-0" H (AT
TRANSFORMER)
·DIMENSIONS: 2'-0" x 0'-3" x 6'-10" H (AT
TRASH ENCLOSURE)
·COLOR: SILVER
WATER EFFICIENT LANDSCAPE ORDINANCE COMPLIANCE
THE LANDSCAPE AND GRADING PLANS SHALL COMPLY WITH THE CITY'S WATER EFFICIENT
LANDSCAPING ORDINANCE (DMC 8.88)
KEITH P. WILSON, ASLA, CRLA 4728
PERCENT OF LANDSCAPING AREAS
TOTAL SITE SF:159,851 SF
TOTAL LANDSCAPE AREA SF: 34,257 SF (21.43%)
CATEGORY SQUARE FOOT
LANDSCAPE PLANTING AREA 17,639
PLAY AREA 15,370
STORMWATER AREA 1,248
TOTAL:34,257
PARKING LOT TREES
147 PARKING SPACES / 4
TOTAL TREES REQUIRED = 37
EXISTING TREES = 20
PROPOSED TREES =27
TOTAL TREES PROVIDED = 47
+1.206.552.4744 | www.inhabitdsgn.com
I n h a b i t
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
D e s i g n
11/11/2022
BA
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9
4
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6
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D
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L
I
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21022
CUP SET
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
150 Redwood Street
San Francisco, CA 94102
319.450.3861 | www.wdsla.com
Wilson Design Studio Landscape Architecture
LANDSCAPE
NOTES& LEGEND
L1
UP
UP
DO
N
O
T
E
N
T
E
R
DO N
O
T
E
N
T
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R
STOP
ONLY
DRIVE THRU
KEEP
CLEAR
T
R
T R
T R
T R
T
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T R
T R
T R
SAN RA
M
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R
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A
D
PROPERTY LINE
PRO
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PR
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PRIVATE DRIVE
DUB
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ON
L
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ON
L
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9'-
5
"
2'-
2
"
11
0
'
-
4
"
8
2
'
-
2
"
37
'
-
1
"
69
'
-
5
"
150'-9"
40
'
-
9
"
+1.206.552.4744 | www.inhabitdsgn.com
I n h a b i t
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
D e s i g n
11/11/2022
BA
S
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S
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9
4
5
6
8
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D
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L
I
N
21022
CUP SET
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
150 Redwood Street
San Francisco, CA 94102
319.450.3861 | www.wdsla.com
Wilson Design Studio Landscape Architecture
L2
PROPOSED
0' 10' 20'
(1" = 20'-0")
RAISED PLANTERS, TYP.
1/2 BASKETBALL COURT
ARTIFICIAL TURF
PLAY FIELD
PROPOSED FENCE & GATES, TYP.
REFER TO CIVIL PLANS FOR LOCATION
INFORMATION, AND ARCHITECTURAL PLANS
FOR HEIGHTS, MATERIALS, AND FINISHES
ENTRANCE PLAZA
& DROP OFF AREA
DROP OFF AREA
GA
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SP
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GA
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SP
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STORMWATER TREATMENT
AREA; REFER TO CIVIL PLANS
ENTRANCE PLAZA
& DROP OFF AREA
GA
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SP
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GA
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SP
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TRASH & RECYCLING
RECEPTACLES, TYP.
BENCH, TYP.
BIKE RACKS
SEATWALL, TYP.
PLAY STRUCTUREWOOD MULCH TYP. FOR
ALL PLANTING AREAS
(E) CHAINLINK FENCE TO REMAIN;
REFER TO CIVIL PLANS FOR LOCATION
INFORMATION, AND ARCHITECTURAL PLANS
FOR HEIGHTS, MATERIALS, AND FINISHES
PROPOSED FENCE, TYP.
REFER TO CIVIL PLANS FOR LOCATION
INFORMATION, AND ARCHITECTURAL PLANS
FOR HEIGHTS, MATERIALS, AND FINISHES
ARTIFICIAL TURF
PLAYGROUND
PEDESTRIAN PAVING, TYP.
REFER TO CIVIL PLANS
PEDESTRIAN PAVING, TYP.
REFER TO CIVIL PLANS
PAVING, TYP.
REFER TO CIVIL PLANS
WOOD MULCH TYP. FOR
ALL PLANTING AREAS
PEDESTRIAN PAVING, TYP.
REFER TO CIVIL PLANS
BIKE RACKS
(E) TREE TO BE REMOVED
TRANSFORMER PAD;
REFER TO CIVIL PLANS
TRASH & RECYCLING
RECEPTACLES, TYP.
BENCH, TYP.
TRASH & RECYCLING
RECEPTACLES, TYP.
REFER TO CIVIL PLANS
FOR GRADING PLAN
UTILITY SCREENING
TRELLIS, 3 SIDES
UTILITY SCREENING TRELLIS
TRASH ENCLOSURE;
REFER TO CIVIL PLANS FOR LOCATION
INFORMATION, AND ARCHITECTURAL PLANS
FOR HEIGHTS, MATERIALS, AND FINISHES
(E) CHAINLINK FENCE TO REMAIN;
REFER TO CIVIL PLANS FOR LOCATION
INFORMATION, AND ARCHITECTURAL PLANS
FOR HEIGHTS, MATERIALS, AND FINISHES
4 IN WIDE WHITE STRIPING
BASKETBALL HOOP STANDARD
CONDITION OF APPROVAL NOTES:
1.THE LANDSCAPE DESIGN SHALL DEMONSTRATE COMPLIANCE WITH SUSTAINABLE LANDSCAPE PRACTICES AS DETAILED IN THE
BAY-FRIENDLY LANDSCAPE GUIDELINES.
2.NO FENCE, WALL, HEDGE, SIGN OR OTHER STRUCTURE, SHRUBBERY, MOUNDS OF EARTH, OR OTHER VISUAL OBSTRUCTION
OVER 30 INCHES IN HEIGHT WILL BE PLACED WITHIN THE TRAFFIC VISIBILITY AREA. (DMC 8.72.030.A.24)
3.UTILITIES SHALL BE SCREENED FROM ROADWAYS AND WALKWAYS. (DMC 8.72.030.A.27)
4.ALL REQUIRED PARKING LOT LANDSCAPE AREAS SHALL BE A MINIMUM OF 6 FEET IN WIDTH CURB TO CURB. (DMC 8.76.070.A.12)
5.TREE PROTECTION ZONE (TPZ) FOR TREES TO REMAIN, TREE PROTECTION DETAILS AND REQUIREMENTS FOR EXCAVATION
WITHIN THE TPZ SHALL BE INCLUDED IN A FUTURE TREE PROTECTION PLAN.
6.MAINTAIN APPROXIMATELY 15’ CLEARANCE BETWEEN STREETLIGHTS AND STREET TREES.
7.THE LANDSCAPE PLANS SHALL INCLUDE DETAILS FOR TREE ROOT BARRIERS AND TREE STAKING IN COMPLIANCE WITH
CURRENT CITY STANDARD SPECIFICATIONS AND DETAILS.
WOOD MULCH TYP. FOR
ALL PLANTING AREAS
WOOD MULCH TYP. FOR
ALL PLANTING AREAS
SITE LIGHT FIXTURE, TYP.
REFER TO ELECTRICAL PLANS FOR
LOCATION INFORMATION, HEIGHTS,
MATERIALS, AND FINISHES
SITE LIGHT FIXTURE, TYP.
REFER TO ELECTRICAL PLANS FOR
LOCATION INFORMATION, HEIGHTS,
MATERIALS, AND FINISHES
SITE LIGHT FIXTURE, TYP.
REFER TO ELECTRICAL PLANS FOR
LOCATION INFORMATION, HEIGHTS,
MATERIALS, AND FINISHES
UTILITY SCREENING TRELLIS
TREE & SHRUB SCREENING 6'-10"
TALL; SEE PLANTING PLAN
WOOD MULCH TYP. FOR
ALL PLANTING AREAS
LAYOUT PLAN
SHRUB SCREENING 3'-0" TALL AT
BACKFLOW PREVENTER; SEE
PLANTING PLAN
ORNAMENTAL METAL FENCE
AND GATE, REFER TO
ARCHITECTURAL PLANS
UP
UP
DO
N
O
T
E
N
T
E
R
DO N
O
T
E
N
T
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R
STOP
ONLY
DRIVE THRU
KEEP
CLEAR
T
R
T R
T R
T R
T
R
T R
T R
T R
SAN RA
M
O
N
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A
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PROPERTY LINE
PRO
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L
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PR
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PRIVATE DRIVE
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L
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CH
A
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ON
L
Y
TREES - EXISTING
EUCALYPTUS SP. / SWEET GUM
QUERCUS SP. / OAK
SEQUOIA SP. / REDWOOD
HERITAGE TREES TO BE PROTECTED PER CITY OF DUBLIN MUNICIPAL CODE (DMC) CHAPTER 5.6.
PLANTING LEGEND
TREES - PARKING LOT SIZE WATER USE HEIGHT X WIDTH
ACER RUBRUM 'OCTOBER GLORY'/ OCTOBER GLORY RED MAPLE 24" BOX, MODERATE, 35`X35`
PISTACIA CHINENSIS 'KEITH DAVEY'/KEITH DAVEY CHINESE PISTACHE 24" BOX,LOW, 35`X35`
ULMUS PARVIFOLIA 'ATHENA' / ATHENA LACEBARK ELM 24" BOX, MODERATE, 30`X35`
ZELKOVA SERRATA 'VILLAGE GREEN' / SAWLEAF ZELKOVA 24" BOX, MODERATE, 40`X35`
+1.206.552.4744 | www.inhabitdsgn.com
I n h a b i t
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
D e s i g n
11/11/2022
BA
S
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p
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C
A
9
4
5
6
8
BA
S
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S
D
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B
L
I
N
21022
CUP SET
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
150 Redwood Street
San Francisco, CA 94102
319.450.3861 | www.wdsla.com
Wilson Design Studio Landscape Architecture
L3
PROPOSED
0' 10' 20'
(1" = 20'-0")
1/2 BASKETBALL COURT
ARTIFICIAL TURF
PLAY FIELD
ARTIFICIAL TURF
PLAYGROUND
LANDSCAPE PLANTING
AREA, TYP.
STORMWATER TREATMENT
AREA; REFER TO CIVIL PLANS
(E) HERITAGE TREES, TYP.
TO BE PRESERVED &
PROTECTED
SEE SHEET L1 FOR
PLANTING LEGEND
01
02
03
04
05
06
07
08
09
10
11 12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38 39
40
41
42 43
44
45
46
47
PLANTING PLAN
(E) NON-HERITAGE TREE,
TO BE REMOVED
SYMBOL DESCRIPTION QTY
BIOFILTRATION ROTOR IRRIGATION 1,227 S.F.
DRIPLINE IRRIGATION 13,874 S.F.
ROTOR IRRIGATION 15,197 S.F.
TREE BUBBLER IRRIGATION 2,582 S.F.
IRRIGATION SCHEDULE
UP
UP
DO
N
O
T
E
N
T
E
R
DO N
O
T
E
N
T
E
R
STOP
ONLY
DRIVE THRU
KEEP
CLEAR
T
R
T R
T R
T R
T
R
T R
T R
T R
SAN RA
M
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PROPERTY LINE
PRO
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ON
L
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P.O.C.
IRRIGATION WATER METER AND
BACKFLOW PREVENTION
LOCATION
STATIC PRESSURE: ±60 PSI
SUPPLY TYPE: POTABLE WATER
WATER EFFICIENT LANDSCAPE ORDINANCE COMPLIANCE
THE LANDSCAPE AND GRADING PLANS SHALL COMPLY WITH THE CITY'S WATER EFFICIENT
LANDSCAPING ORDINANCE (DMC 8.88)
KEITH P. WILSON, ASLA, CRLA 4728
+1.206.552.4744 | www.inhabitdsgn.com
I n h a b i t
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
D e s i g n
11/11/2022
BA
S
I
S
I
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d
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p
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n
d
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t
S
c
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s
79
5
0
D
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,
D
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l
i
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,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
21022
CUP SET
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
150 Redwood Street
San Francisco, CA 94102
319.450.3861 | www.wdsla.com
Wilson Design Studio Landscape Architecture
L4
PROPOSED
0' 10' 20'
(1" = 20'-0")
IRRIGATION PLAN
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
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i
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B
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,
D
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,
C
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9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
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,
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9
4
5
6
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BA
S
I
S
D
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I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
C0.1
TITLESHEET AND
GENERAL NOTES
DO
N
O
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E
N
T
E
R
ONLY
DRIVE THRU
DO N
O
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N
T
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C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEP
CLEAR CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
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b
l
i
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B
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,
D
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i
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,
C
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9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
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9
4
5
6
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D
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CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
”
SAN RA
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B
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C0.2
EXISTING
CONDITIONS
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ONLY
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DO N
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C C C CCCC C
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STOP
ONLY
DRIVE THRU
KEEP
CLEAR
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UP
UP
EV
CH
A
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ON
L
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VA
N
1 7
12
8
9
10
11
6
2
3
4
5
19
23
20
21
22
13
18
14
15
16
17
24
25
26
27
40
29
39
38
37
36
35
34
33
32
31
30
41
42
54
43
44
45
46
47 48
49
50
51
52
53
66
55
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88
67
87
86
85
84
83
82
81
80
79
78
77
76
75
74
73
72
71
70
69
68
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91
10
6
10
5
10
4
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3
10
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10
1
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99
98
97
96
95
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93
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11
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2
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3
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4
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5
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6
11
7
11
8
11
9
12
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12
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12
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133127132131130129128
147
136
144
146
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126
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138 140139
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143
141
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4
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CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
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9
4
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45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
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CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
W
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26' WIDE AERIAL
STAGING AREA
26' WIDE AERIAL
STAGING AREA
C0.3
FIRE ACCESS PLAN
DO
N
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T
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R
ONLY
DRIVE THRU
DO N
O
T
E
N
T
E
R
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEP
CLEAR CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
S
I
S
I
n
d
e
p
e
n
d
e
n
t
S
c
h
o
o
l
s
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
DU
B
L
I
N
B
L
V
D
.
2
2
1
1
3 4
3
2
5
5
C1.1
DEMOLITION PLAN
6
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
S
I
S
I
n
d
e
p
e
n
d
e
n
t
S
c
h
o
o
l
s
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
SUSPENSION CORDS/RODS
CATCH BASIN
·
·
·
·
·
WDID #:
C1.2
EROSION CONTROL
NOTES AND DETAILS
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO N
O
T
E
N
T
E
R
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEP
CLEAR
UP
UP
EV
CH
A
R
G
I
N
G
ON
L
Y
VA
N
1 7
12
8
9
10
11
6
2
3
4
5
19
23
20
21
22
13
18
14
15
16
17
24
25
26
27
40
29
39
38
37
36
35
34
33
32
31
30
41
42
54
43
44
45
46
47 48
49
50
51
52
53
66
55
65646362616059585756
88
67
87
86
85
84
83
82
81
80
79
78
77
76
75
74
73
72
71
70
69
68
137134135
10
7
91
10
6
10
5
10
4
10
3
10
2
10
1
10
0
99
98
97
96
95
94
93
92
10
8
12
3
10
9
11
0
11
1
11
2
11
3
11
4
11
5
11
6
11
7
11
8
11
9
12
0
12
1
12
2
133127132131130129128
147
136
144
146
145
90
89
126
28
138 140139
142
143
141
12
4
125
VA
N
VA
N
EV
CH
A
R
G
I
N
G
ON
L
Y
SAN RA
M
O
N
R
D
DU
B
L
I
N
B
L
V
D
EV
CH
A
R
G
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ONE WAY
B1B2
B3B4
B5B6
B7B8
B10
B9
B12
B11
B14
B13
B16
B15 B18
B17
B20
B19
B22
B21
B24
B23
B26
B25
B28
B27
B30
B29
B32
B31
B34
B33
B36
B35
B38
B37
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
S
I
S
I
n
d
e
p
e
n
d
e
n
t
S
c
h
o
o
l
s
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
C2.1
HORIZONTAL
CONTROL PLAN
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO N
O
T
E
N
T
E
R
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEP
CLEAR
UP
UP
EV
CH
A
R
G
I
N
G
ON
L
Y
VA
N
1 7
12
8
9
10
11
6
2
3
4
5
19
23
20
21
22
13
18
14
15
16
17
24
25
26
27
40
29
39
38
37
36
35
34
33
32
31
30
41
42
54
43
44
45
46
47 48
49
50
51
52
53
66
55
65646362616059585756
88
67
87
86
85
84
83
82
81
80
79
78
77
76
75
74
73
72
71
70
69
68
137134135
10
7
91
10
6
10
5
10
4
10
3
10
2
10
1
10
0
99
98
97
96
95
94
93
92
10
8
12
3
10
9
11
0
11
1
11
2
11
3
11
4
11
5
11
6
11
7
11
8
11
9
12
0
12
1
12
2
133127132131130129128
147
136
144
146
145
90
89
126
28
138 140139
142
143
141
12
4
125
VA
N
VA
N
EV
CH
A
R
G
I
N
G
ON
L
Y
SAN RA
M
O
N
R
D
DU
B
L
I
N
B
L
V
D
EV
CH
A
R
G
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ONE WAY
B1B2
B3B4
B5B6
B7B8
B10
B9
B12
B11
B14
B13
B16
B15 B18
B17
B20
B19
B22
B21
B24
B23
B26
B25
B28
B27
B30
B29
B32
B31
B34
B33
B36
B35
B38
B37
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
S
I
S
I
n
d
e
p
e
n
d
e
n
t
S
c
h
o
o
l
s
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
B
C4.1 C
C4.1
A
C4.1
D
C4.1 C3.1
GRADING PLAN
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
S
I
S
I
n
d
e
p
e
n
d
e
n
t
S
c
h
o
o
l
s
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
C4.1
SECTIONS
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO N
O
T
E
N
T
E
R
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEP
CLEAR
UP
UP
EV
CH
A
R
G
I
N
G
ON
L
Y
VA
N
1 7
12
8
9
10
11
6
2
3
4
5
19
23
20
21
22
13
18
14
15
16
17
24
25
26
27
40
29
39
38
37
36
35
34
33
32
31
30
41
42
54
43
44
45
46
47 48
49
50
51
52
53
66
55
65646362616059585756
88
67
87
86
85
84
83
82
81
80
79
78
77
76
75
74
73
72
71
70
69
68
137134135
10
7
91
10
6
10
5
10
4
10
3
10
2
10
1
10
0
99
98
97
96
95
94
93
92
10
8
12
3
10
9
11
0
11
1
11
2
11
3
11
4
11
5
11
6
11
7
11
8
11
9
12
0
12
1
12
2
133127132131130129128
147
136
144
146
145
90
89
126
28
138 140139
142
143
141
12
4
125
VA
N
VA
N
EV
CH
A
R
G
I
N
G
ON
L
Y
NO
PARKING
NO
PA
R
K
I
N
G
NO
PA
R
K
I
N
G
SAN RA
M
O
N
R
D
DU
B
L
I
N
B
L
V
D
EV
CH
A
R
G
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ONE WAY
B1B2
B3B4
B5B6
B7B8
B10
B9
B12
B11
B14
B13
B16
B15 B18
B17
B20
B19
B22
B21
B24
B23
B26
B25
B28
B27
B30
B29
B32
B31
B34
B33
B36
B35
B38
B37
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
S
I
S
I
n
d
e
p
e
n
d
e
n
t
S
c
h
o
o
l
s
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
W
SD
SS
FW
C5.1
UTILITY PLAN
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO N
O
T
E
N
T
E
R
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEP
CLEAR
UB
UP
UP
EV
CH
A
R
G
I
N
G
ON
L
Y
VA
N
1 7
12
8
9
10
11
6
2
3
4
5
19
23
20
21
22
13
18
14
15
16
17
24
25
26
27
40
29
39
38
37
36
35
34
33
32
31
30
41
42
54
43
44
45
46
47 48
49
50
51
52
53
66
55
65646362616059585756
88
67
87
86
85
84
83
82
81
80
79
78
77
76
75
74
73
72
71
70
69
68
137134135
10
7
91
10
6
10
5
10
4
10
3
10
2
10
1
10
0
99
98
97
96
95
94
93
92
10
8
12
3
10
9
11
0
11
1
11
2
11
3
11
4
11
5
11
6
11
7
11
8
11
9
12
0
12
1
12
2
133127132131130129128
147
136
144
146
145
90
89
126
28
138 140139
142
143
141
12
4
125
VA
N
VA
N
EV
CH
A
R
G
I
N
G
ON
L
Y
SAN RA
M
O
N
R
D
DU
B
L
I
N
B
L
V
D
EV
CH
A
R
G
I
N
G
ON
L
Y
B1B2
B3B4
B5B6
B7B8
B10
B9
B12
B11
B14
B13
B16
B15 B18
B17
B20
B19
B22
B21
B24
B23
B26
B25
B28
B27
B30
B29
B32
B31
B34
B33
B36
B35
B38
B37
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
S
I
S
I
n
d
e
p
e
n
d
e
n
t
S
c
h
o
o
l
s
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
C6.1
STORMWATER
MANAGEMENT
PLAN
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
S
I
S
I
n
d
e
p
e
n
d
e
n
t
S
c
h
o
o
l
s
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
S
I
S
D
U
B
L
I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
C6.2
CLEAN BAY
BLUEPRINT
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO N
O
T
E
N
T
E
R
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEP
CLEAR
EV
CH
A
R
G
I
N
G
ON
L
Y
VA
N
VA
N
VA
N
EV
CH
A
R
G
I
N
G
ON
L
Y
SAN RA
M
O
N
R
D
DU
B
L
I
N
B
L
V
D
EV
CH
A
R
G
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ONE WAY
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
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,
D
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,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
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n
,
C
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9
4
5
6
8
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CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
C7.1
GARBAGE TRUCK
TURNING PLAN
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO N
O
T
E
N
T
E
R
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEP
CLEAR
UP
UP
EV
CH
A
R
G
I
N
G
ON
L
Y
VA
N
VA
N
VA
N
EV
CH
A
R
G
I
N
G
ON
L
Y
SAN RA
M
O
N
R
D
DU
B
L
I
N
B
L
V
D
EV
CH
A
R
G
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
LO
A
D
I
N
G
/
UN
L
O
A
D
I
N
G
ON
L
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ON
E
W
A
Y
ONE WAY
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
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d
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p
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n
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t
S
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o
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s
79
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0
D
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b
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i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
S
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D
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CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
C7.2
SCHOOL BUS
TURNING PLAN
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
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d
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p
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d
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n
t
S
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79
5
0
D
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n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
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CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
4 CONCRETE CURB
3 ASPHALT CONCRETE OVERLAY JOINT
2 PEDESTRIAN-RATED CONCRETE PAVEMENT
7 CURB RAMP 1 ASPHALT PAVEMENT
5 ACCESSIBLE PARKING STALL
STANDARD PARKING STALL68TRASH ENCLOSURE
1A PERMEABLE PAVEMENT C8.1
DETAILS
CUP Revision 104/04/231
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
79
5
0
D
u
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i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
45 Fremont Street, 28th Floor
San Francisco, CA 94105
415.989.1004 | kpff.com
11/11/2022
BA
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I
S
I
n
d
e
p
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n
d
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n
t
S
c
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o
o
l
s
79
5
0
D
u
b
l
i
n
B
l
v
d
,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
BA
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CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
6 MANHOLE
1 UTILITY TRENCHING DETAIL4BIORETENTION AREA5SYNTHETIC TURF
2 CLEAN OUT TO GRADE
3 AREA DRAIN AT PLANTER
C8.2
DETAILS
NL NIGHT LIGHT CIRCUIT
PUBLIC ADDRESS
NEW, POINT OF CONNECTION
EQUIPMENT DESIGNATOR SEE SCHEDULE.
TRANSFORMERXFMR
WEATHERPROOFWP
WATTSW
VAPORPROOFVP
VOLT-AMPEREVA
VOLTAGEV
UNINTERRUPTIBLE POWER SUPPLYUPS
UNDERGROUNDUG
TYPICALTYP
TELEVISIONTV
TELEPHONE TERMINAL CABINETTTC
TELEPHONE TERMINAL BOARDTTB
TAMPERPROOFTP
TIME DELAYTD
SWITCHSW
SOLENOID VALVESV
STARTERSTR
SUB-DISTRIBUTION PANELSDP
POWERPWR
POLYVINYL CHLORIDEPVC
PANELBOARDPNL
POWER FACTORPF
PHOTOELECTRIC CELLPE
PA
NOT IN CONTRACTNIC
MANUAL TRANSFER SWITCHMTS
MEDIUM VOLTAGEMV
MAIN LUGS ONLYMLO
METAL HALIDEMH
MECHANICALMECH
MAIN DISTRIBUTION PANELMDP
MOTOR CONTROL CENTERMCC
MAIN CIRCUIT BREAKERMCB
MINIMUM CIRCUIT AMPACITYMCA
MASTER ANTENNA TELEVISIONMATV
LOW VOLTAGELV
LIGHTINGLTG
LIGHTNING ARRESTORLA
KILOVOLT-AMPERE REACTIVEKVAR
KILOVOLT-AMPEREKVA
KILOVOLTKV
KILOWATT HOURKWH
KILOWATTKW
JUNCTION BOXJB
INCANDESCENTINC
ISOLATED GROUNDIG
HERTZHZ
HIGH VOLTAGEHV
HIGH PRESSURE SODIUMHPS
HORSEPOWERHP
GROUNDGND
GALVANIZED RIGID CONDUITGRC
GROUND FAULT CIRCUIT INTERRUPTERGFCI
GROUND FAULT INDICATORGFI
GROUND FAULT PROTECTIONGFP
INSTALLED BY OWNER
FURNISHED BY OWNERFOIO
INSTALLED BY CONTRACTOR
FURNISHED BY OWNERFOIC
INSTALLED BY CONTRACTOR
FURNISHED BY CONTRACTORFCIC
FLUORESCENTFLUOR
FULL LOAD AMPSFLA
FIRE ALARMFA
ELECTRIC WATER COOLEREWC
EMERGENCY POWER OFFEPO
EXPLOSION PROOFEP
ELECTRICAL METALLIC TUBINGEMT
EMERGENCYEM
DOWNDN
COPPERCU
CURRENT TRANSFORMERCT
CEILINGCLG
CIRCUITCKT
CLOSED CIRCUIT TELEVISIONCCTV
CONDUITC
CIRCUIT BREAKERCB
AUTOMATIC TRANSFER SWITCHATS
ARCHITECT / ARCHITECTURALARCH
ALUMINUMAL
AMPERE (AMP)A
AMERICANS DISABILITIES ACTADA
NOTE
EXISTING TO BE RELOCATED, FUTURE
EXISTING TO REMAIN, EXISTING TO BE REMOVED
AMERICAN WIRE GAUGEAWG
123
ABOVE FINISHED FLOORAFF
LIGHT EMITTING DIODELED
MAXIMUM OVERCURRENT PROTECTIONMOCP
VARIABLE FREQUENCY DRIVEVFD
MAXIMUMMAX
MINIMUMMIN
INVERTERINV
LIGHTING RELAY CONTROL PANELLRC
CATEGORY CABLECAT
GENERATORGEN
LIGHTING
DESIGNATION SYMBOLS
ABBREVIATIONS - ELECTRICAL
F
X
N
R
E
1
---
DISHWASHERDW
GARBAGE DISPOSALGD
MICROWAVEMW
REFRIGERATORREF
PEPE
OS
LV P
MK
3 4
2
L#
WALL SWITCH: KEY LOCK, MOMENTARY
WALL SWITCH: 3 WAY, 4 WAY
DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE)
PHOTOELECTRIC CELL: WALL MOUNTED, CEILING MOUNTED
WALL SWITCH: TIMER, MANUAL DIMMER
WALL SWITCH: LOW VOLTAGE, PILOT
WALL SWITCH: 1 POLE, 2 POLE
DT
X
EM DESIGNATES EMERGENCY CIRCUIT
OCCUPANCY SENSOR: WALL MOUNTED, CEILING MOUNTED
"X" DESIGNATES DEVICE TYPE:
DUAL TECHNOLOGY UNLESS OTHERWISE NOTED:
WALL COMBINATION OCCUPANCY SWITCH, OCCUPANCY DIMMEROS
S S
S S
S S
S S
S
S
S
VACANCY SENSOR: WALL MOUNTED, CEILING MOUNTEDVSX
CSXX CONTROL STATION. REFER TO LIGHTING CONTROL STATION
SCHEDULE.
WALL COMBINATION VACANCY SWITCH, VACANCY DIMMER
OSDS
VSS VSDS
Z### DESIGNATES NETWORK CONTROL ZONE. REFER TO LIGHTING
MASTER CONTROL STATION SCHEDULE.
a,b,c,d,e...etc DESIGNATES STANDALONE CONTROL ZONE.
REFER TO ZONE SCHEDULE FOR CIRCUITING OF NETWORKED
LIGHTING.
DESIGNATES LIGHTING CIRCUIT, PANEL:CIRCUIT.PNL:42.
DOWNLIGHT RECESSED: ROUND, SQUARE
DOWNLIGHT RECESSED WALLWASH: ROUND, SQUARE
DOWNLIGHT RECESSED ADJUSTABLE: ROUND, SQUARE
DOWNLIGHT SURFACE: ROUND, SQUARE
DOWNLIGHT SURFACE WALLWASH: ROUND, SQUARE
DOWNLIGHT SURFACE ADJUSTABLE: ROUND, SQUARE
PENDANT
PENDANT WALLWASH
LINEAR RECESSED
LINEAR RECESSED WALLWASH
LINEAR SURFACE WALLWASH
LINEAR SURFACE
LINEAR PENDANT WALLWASH
LINEAR PENDANT
TAPE LIGHT (EM PER TAG)
TRACK HEAD
TRACK WITH CURRENT LIMITER
LINEAR RECESSED MULTIHEAD
STEPLIGHT
SCONCE
FLOOD LIGHT
INGRADE: ROUND, SQUARE
INGRADE ADJUSTABLE: ROUND, SQUARE
FLOOR LAMP
CATENARY
EMERGENCY LIGHT
EXIT SIGN TOP MOUNT (ARROWS PER DRAWING)
EXIT SIGN BACK MOUNT (ARROWS PER DRAWING)
BOLLARD: ROUND, SQUARE (ARROWS PER DRAWING)
PEDESTRIAN POLE: ROUND, SQUARE
POLE: ROUND, SQUARE
EMERGENCY NORMAL
TRACK
EXIT SIGN SIDE MOUNT (ARROWS PER DRAWING)
LINEAR WALL MOUNTED
LINEAR WALL MOUNTED ASYMMETRIC
U: ULTRASONIC R: INFRARED
DESIGNATES LIFE SAFETY CIRCUIT, CRITICAL CIRCUIT
TRACK SLOT
42.
U R
LS CR
OS
X
VS
X
SECONDARY DAYLIGHT ZONESDZ
PRIMARY DAYLIGHT ZONEPDZ
GENERAL NOTES:
A. THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY
APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAW INGS.
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
E001
SYMBOLS, LEGENDS
AND
ABBREVIATIONS -
ELECTRICAL
11/11/2022
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D
u
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,
D
u
b
l
i
n
,
C
A
9
4
5
6
8
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I
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21022
CUP SET
ELECTRICAL SHEET LIST
SHEET #SHEET NAME
E001 SYMBOLS, LEGENDS AND ABBREVIATIONS - ELECTRICAL
E002 LUMINAIRE SCHEDULE
E011 DEMO SITE PLANS - ELECTRICAL
E012 SITE PLANS - ELECTRICAL
E020 SITE PLANS - PHOTOMETRICS
Grand total: 5
RE
V DATE DESCRIPTION
1 04/04/23 CUP Review 1
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
E002
LUMINAIRE
SCHEDULE
11/11/2022
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5
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D
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d
,
D
u
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l
i
n
,
C
A
9
4
5
6
8
BA
S
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D
U
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L
I
N
21022
CUP SET
L3 LED WALL SCONCE
Building Exterior LITHONIA WDGE2 SERIES 11.5"W, 7"D, 9"H 32W LED, 3000K, 2925 LUMENS, 80 CRI INTEGRAL 0-10V DIMMING
DRIVER MVOLT MANUFACTURERS STANDARD DARK
BRONZE (P-5)WALL MOUNTED AT 9' 1-1/2"
L2 RECESSED LED DOWNLIGHT
Pathway Beneath Canopy BEGA 2843 5.5"DIA, 5"H 8.3W LED, 3000K, 1181 LUMENS, 80 CRI INTEGRAL 0-10V DIMMING
DRIVER MVOLT MANUFACTURERS STANDARD DARK
BRONZE (P-5)RECESSED
L1E LED POLE AREA, TYPE 2
Parking Lot / Pathways
COOPER ARBOR SERIES
TYPE 2
ARB-B3-LED-D1-T2-BZ-ARTA15-XX
25.5"DIA x 25.75"H x
25' POLE 96W LED, 3000K, 7362 LUMENS, 80 CRI
INTEGRAL 0-10V DIMMING
DRIVER MVOLT MANUFACTURERS STANDARD DARK
BRONZE (P-5)
POLE MOUNTED WITH TWIN FIXTURE
AT 25'-0"
L1D LED POLE AREA, TYPE 3
Parking Lot / Pathways
COOPER ARBOR SERIES
TYPE 3
ARB-B3-LED-D1-T3-BZ-ARTA15-XX
25.5"DIA x 25.75"H x
25' POLE 96W LED, 3000K, 8451 LUMENS, 80 CRI
INTEGRAL 0-10V DIMMING
DRIVER MVOLT MANUFACTURERS STANDARD DARK
BRONZE (P-5)
POLE MOUNTED WITH TWIN FIXTURE
AT 25'-0"
L1C LED POLE AREA, TYPE 4
Parking Lot / Pathways/ Street
COOPER ARBOR SERIES
TYPE 4
ARB-B3-LED-D1-T4-BZ
25.5"DIA x 25.75"H x
25' POLE 96W LED, 3000K, 8740 LUMENS, 80 CRI
INTEGRAL 0-10V DIMMING
DRIVER MVOLT MANUFACTURERS STANDARD DARK
BRONZE (P-5)POLE MOUNTED AT 25'-0"
L1B LED POLE AREA, TYPE 2
Parking Lot / Pathways
COOPER ARBOR SERIES
TYPE 2
ARB-B3-LED-D1-T2-BZ
25.5"DIA x 25.75"H x
25' POLE 96W LED, 3000K, 7362 LUMENS, 80 CRI
INTEGRAL 0-10V DIMMING
DRIVER MVOLT MANUFACTURERS STANDARD DARK
BRONZE (P-5)POLE MOUNTED AT 25'-0"
L1A LED POLE AREA, TYPE 3
Parking Lot / Pathways
COOPER ARBOR SERIES
TYPE 3
ARB-B3-LED-D1-T3-BZ
25.5"DIA x 25.75"H x
25' POLE 96W LED, 3000K, 8451 LUMENS, 80 CRI
INTEGRAL 0-10V DIMMING
DRIVER MVOLT MANUFACTURERS STANDARD DARK
BRONZE (P-5)POLE MOUNTED AT 25'-0"
NEW
SLD EXISTING CANOPY DOWNLIGHT EXISTING - REPLACED BY L2 FIXTURE EXISTING EXISTING EXISTING EXISTING 277V
MANUFACTURERS STANDARD DARK
BRONZE (P-5) EXISTING RECESSED
SLC EXISTING SINGLE HEAD AREA POLE LIGHT MOUNTED ON
TAPERED STEEL POLE
EXISTING COOPER - GLEON AF SERIES
TYPE AFL 25' POLE 59 LED EXISTING 277V
MANUFACTURERS STANDARD DARK
BRONZE (P-5)
EXISTING POLE
MOUNTED AT 25'-0"
SLB EXISTING DOUBLE HEAD AREA POLE LIGHT MOUNTED ON
TAPERED STEEL POLE
EXISTING COOPER - GLEON AF SERIES
TYPE 4 25' POLE 225 LED EXISTING 277V
MANUFACTURERS STANDARD DARK
BRONZE (P-5)
EXISTING POLE
MOUNTED AT 25'-0"
SLA EXISTING SINGLE HEAD PEDESTRIAN POLE
TO BE DEMOLISHED EXISTING EXISTING EXISTING EXISTING EXISTING 277V
MANUFACTURERS STANDARD DARK
BRONZE (P-5)EXISTING
EXISTING
FIXTURE TYPE IMAGE PRODUCT DESCRIPTION BASIS OF DESIGN MANUFACTURER SIZE INPUT WATTS LAMP SOURCE POWER SUPPLY
INPUT
VOLTAGE FINISH MOUNTING
RE
V DATE DESCRIPTION
1 04/04/23 CUP Review 1
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO NOT ENTER
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEPCLEAR
T
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO NOT ENTER
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEPCLEAR
T
7944 DUBLIN BLVD
EXISTING BLDG
SLC
SLC
SLC
SLC
SLC SLC
SLC
SLA
SLBSLB SLC
SLC
E
E
E
E E
E
E
E
E
X
E
SLD
SLD
SLD
SLD
SLD
SLD
SLD
SLDSLDSLDSLDSLDSLDSLD
SLD
SLD
SLD
SLD
SLD SLD SLD SLD SLD SLD SLD SLD SLD SLD SLD SLD
SLD
SLD
SLD
SLD
SLD
SLD
SLD
SLD
SLD
SLD
SLD
X (TYP)1
E
?
SLA
SLA
X
X
SLC
X
SLC
X
SLA
X
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
N
E011
DEMO SITE PLANS -
ELECTRICAL
11/11/2022
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D
u
b
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B
l
v
d
,
D
u
b
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,
C
A
9
4
5
6
8
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21022
CUP SET
1" = 20'-0"1 DEMO SITE PLANS - ELECTRICAL
A. REFER TO DRAWING E002 FOR LUMINAIRE SCHEDULE.
B. EQUIPMENT AND FIXTURES SHOWN AS HALF-TONED
ARE EXISTING TO REMAIN UNLESS OTHERWISE
NOTED.
C. PROTECT EXISTING UTILITIES THAT PASS THROUGH
AND EXTEND BEYOND THE LIMITS OF CONSTRUCTION.
PROVIDE NEW RACEWAY, CONDUCTORS, SUPPORTS,
BRACING, ETC. AS REQUIRED TO MAINTAIN ALL
EXISTING SERVICES.
GENERAL NOTES:
1. DEMOLISH EXISTING CANOPY LIGHT FIXTURES. SAVE
EXISTING CIRCUITS IN PLACE FOR INSTALL SCOPE.
NOTES:
RE
V DATE DESCRIPTION
1 04/04/23 CUP Review 1
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO NOT ENTER
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEPCLEAR
T
U B
UN
O
B
S
T
R
U
C
T
E
D
S
P
A
C
E
1
0
'
-
0
"
PR
E
F
E
R
E
D
.
UN
O
B
S
T
R
U
C
T
E
D
S
P
A
C
E
3
'
-
0
"
MI
N
I
M
U
M
CO
CO
C OCO
C
O
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
NO
PARKING
NO
PARKING
NO
PARKING
1 7
12
8
9
10
11
6
2
3
4
5
19
23
20
21
22
13
18
14
15
16
17
24
25
26
27
40
29
39
38
37
36
35
34
33
32
31
30
41
42
54
43
44
45
46
47 48
49
50
51
52
53
66
55
65646362616059585756
8 8
6 7
8 7
8 6
8 5
8 4
8 3
8 2
8 1
8 0
7 9
7 8
7 7
7 6
7 5
7 4
7 3
7 2
7 1
7 0
6 9
6 8
137134135
10
7
91
10
6
10
5
10
4
10
3
10
2
10
1
10
0
99
98
97
96
95
94
93
92
10
8
12
3
10
9
11
0
11
1
11
2
11
3
11
4
11
5
11
6
11
7
11
8
11
9
12
0
12
1
12
2
133127132131130129128
147
136
144
146
145
90
89
126
28
138 140139
142
143
141
12
4
125
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO NOT ENTER
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEPCLEAR
T
U B
UP
UP
UN
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B
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MI
N
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M
U
M
CO
CO
C OCO
C
O
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
NO
PARKING
NO
PARKING
NO
PARKING
1 7
12
8
9
10
11
6
2
3
4
5
19
23
20
21
22
13
18
14
15
16
17
24
25
26
27
40
29
39
38
37
36
35
34
33
32
31
30
41
42
54
43
44
45
46
47 48
49
50
51
52
53
66
55
65646362616059585756
8 8
6 7
8 7
8 6
8 5
8 4
8 3
8 2
8 1
8 0
7 9
7 8
7 7
7 6
7 5
7 4
7 3
7 2
7 1
7 0
6 9
6 8
137134135
10
7
91
10
6
10
5
10
4
10
3
10
2
10
1
10
0
99
98
97
96
95
94
93
92
10
8
12
3
10
9
11
0
11
1
11
2
11
3
11
4
11
5
11
6
11
7
11
8
11
9
12
0
12
1
12
2
133127132131130129128
147
136
144
146
145
90
89
126
28
138 140139
142
143
141
12
4
125
7944 DUBLIN BLVD
BLDG 1
SYNTHETIC
PLAY AREA
SYNTHETIC
TURF SPORTS
FIELD
BLDG 2
PARKING
ISLAND
L3
L2
L2
L2 L2
L3
L2 L2 L2 L2
L3
L2
L2
L2L3
L3 L2
L2
L3
L2
L2
L2
L3
L2
L2
L2
L2
L2
L3
L2
L2
L2
L3
L2
L2
L3
L2
L2
L3
L1A
L2L2L2
L3
L2L2L2
L3
L1A
L2L2L2L2
L3
L2L3
L2
L2
L3
L1E
L3 L3
L3
L3
L1A
L1A
L1C
L3
L3
SLC
SLC
SLC
SLC
SLC SLC
SLC
SLA
SLBSLB
SLC
E
E
E
E E
E
E
E
E
EE
L1A
L1A
L1A
1 (TYP)
L3
L3
L3
L1B
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L1B
L1B
L1B
L1CL1CL1CL1CL1CL1C
L1C
L1A
L1A
L1A
L1A
L1D L1D
L1E
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
N
E012
SITE PLANS -
ELECTRICAL
11/11/2022
BA
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21022
CUP SET
1" = 20'-0"1 SITE PLANS - ELECTRICAL
A. REFER TO DRAWING E002 FOR LUMINAIRE SCHEDULE.
B. EQUIPMENT AND FIXTURES SHOWN AS HALF-TONED
ARE EXISTING TO REMAIN UNLESS OTHERWISE
NOTED.
GENERAL NOTES:
1. CONNECT NEW LIGHTS TO EXISTING CIRCUITS SAVED
IN DEMOLITION SCOPE.
NOTES:
PROPERTY LINE
RE
V DATE DESCRIPTION
1 04/04/23 CUP Review 1
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO NOT ENTER
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEPCLEAR
T
U B
UN
O
B
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0
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MI
N
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M
U
M
CO
CO
C OCO
C
O
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
NO
PARKING
NO
PARKING
NO
PARKING
1 7
12
8
9
10
11
6
2
3
4
5
19
23
20
21
22
13
18
14
15
16
17
24
25
26
27
40
29
39
38
37
36
35
34
33
32
31
30
41
42
54
43
44
45
46
47 48
49
50
51
52
53
66
55
65646362616059585756
8 8
6 7
8 7
8 6
8 5
8 4
8 3
8 2
8 1
8 0
7 9
7 8
7 7
7 6
7 5
7 4
7 3
7 2
7 1
7 0
6 9
6 8
137134135
10
7
91
10
6
10
5
10
4
10
3
10
2
10
1
10
0
99
98
97
96
95
94
93
92
10
8
12
3
10
9
11
0
11
1
11
2
11
3
11
4
11
5
11
6
11
7
11
8
11
9
12
0
12
1
12
2
133127132131130129128
147
136
144
146
145
90
89
126
28
138 140139
142
143
141
12
4
125
DO
N
O
T
E
N
T
E
R
ONLY
DRIVE THRU
DO NOT ENTER
C C C CCCC C
C
C
STOP
ONLY
DRIVE THRU
KEEPCLEAR
T
U B
UP
UP
UN
O
B
S
T
R
U
C
T
E
D
S
P
A
C
E
1
0
'
-
0
"
PR
E
F
E
R
E
D
.
UN
O
B
S
T
R
U
C
T
E
D
S
P
A
C
E
3
'
-
0
"
MI
N
I
M
U
M
CO
CO
C OCO
C
O
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
DROP OFF
ONLY
NO
PARKING
NO
PARKING
NO
PARKING
1 7
12
8
9
10
11
6
2
3
4
5
19
23
20
21
22
13
18
14
15
16
17
24
25
26
27
40
29
39
38
37
36
35
34
33
32
31
30
41
42
54
43
44
45
46
47 48
49
50
51
52
53
66
55
65646362616059585756
8 8
6 7
8 7
8 6
8 5
8 4
8 3
8 2
8 1
8 0
7 9
7 8
7 7
7 6
7 5
7 4
7 3
7 2
7 1
7 0
6 9
6 8
137134135
10
7
91
10
6
10
5
10
4
10
3
10
2
10
1
10
0
99
98
97
96
95
94
93
92
10
8
12
3
10
9
11
0
11
1
11
2
11
3
11
4
11
5
11
6
11
7
11
8
11
9
12
0
12
1
12
2
133127132131130129128
147
136
144
146
145
90
89
126
28
138 140139
142
143
141
12
4
125
1.3 1.2 1.1 1.1 1.2
1.3 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.6 1.5 1.5 1.6 1.8 1.7 1.5
1.4 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.1 1.1 1.0 1.0 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.7 1.8 1.8 1.8 1.9 1.9 1.7 1.6 1.6 1.5
1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.8 1.6 1.6 1.5 1.4 1.2 1.2 1.1 1.1 1.0 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.6 1.8 1.9 1.8 1.7 2.0 1.8 1.7 1.8 1.8 1.8 1.5
1.2 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1.3 1.5 1.7 1.8 1.9 1.9 1.6 1.4 1.4 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.7 1.6 1.5 1.7 1.9 1.8 1.9 2.0 2.1 2.1 1.8 1.5 1.2
1.0 1.0 1.3 1.5 1.5 1.3 1.3 1.2 1.2 1.2 1.3 1.3 1.2 1.3 1.5 1.7 1.8 1.8 1.8 1.6 1.4 1.3 1.3 1.3 1.2 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.6 1.7 1.6 1.6 1.7 1.8 1.9 2.0 2.2 2.3 2.3 2.2 1.9 1.5 1.2 1.1
1.3 1.3 1.3 1.2 1.2 1.2 1.3 1.5 1.6 1.6 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.5 1.6 1.7 1.7 1.6 1.5 1.4 1.3 1.3 1.2 1.1 1.1 1.1 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.7 1.6 1.6 1.5 1.5 1.7 1.8 1.9 2.1 2.2 2.4 2.5 2.4 2.2 2.0 1.7 1.4 1.3
1.0 1.1 1.3 1.4 1.5 1.6 1.7 1.6 1.6 1.6 1.7 1.6 1.6 1.7 1.7 1.6 1.5 1.5 1.4 1.4 1.4 1.3 1.2 1.3 1.3 1.4 1.5 1.6 1.6 1.6 1.6 1.5 1.4 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.8 1.8 1.6 1.6 1.6 1.6 1.7 1.9 2.1 2.3 2.4 2.5 2.6 2.5 2.3 2.1 2.0 1.7 1.4 1.2
1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.4 1.6 1.6 1.8 1.9 1.9 1.9 1.9 2.0 1.7 1.6 1.7 1.7 1.6 1.6 1.6 1.5 1.5 1.5 1.4 1.3 1.3 1.3 1.4 1.5 1.6 1.7 1.7 1.7 1.6 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.4 1.4 1.6 1.7 1.7 1.9 1.9 1.9 1.7 1.6 1.6 1.6 1.8 2.0 2.2 2.4 2.4 2.5 2.6 2.6 2.4 2.4 2.3 1.9 1.6 1.4 1.3 1.2
1.0 1.1 1.1 1.1 1.2 1.2 1.2 1.1 1.1 1.2 1.3 1.4 1.6 1.7 1.8 1.8 1.8 1.9 1.9 2.0 1.9 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.7 1.6 1.5 1.4 1.4 1.5 1.6 1.7 1.8 1.8 1.8 1.7 1.5 1.5 1.4 1.4 1.4 1.4 1.5 1.5 1.6 1.7 1.8 1.9 1.9 1.9 1.8 1.7 1.6 1.6 1.6 1.8 2.0 2.3 2.4 2.5 2.5 2.5 2.5 2.4 2.3 2.3 2.0 1.7 1.6 1.5 1.4 1.3
1.0 1.0 1.1 1.1 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.3 1.4 1.5 1.7 1.8 1.8 1.9 1.8 1.8 1.8 1.8 1.8 1.6 1.5 1.6 1.5 1.6 1.6 1.7 1.6 1.7 1.8 1.8 1.7 1.7 1.6 1.6 1.6 1.7 1.9 2.0 1.9 1.8 1.6 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.7 1.8 1.9 1.9 1.9 1.9 1.7 1.6 1.6 1.6 1.7 1.8 2.0 2.2 2.4 2.4 2.4 2.4 2.3 2.2 2.1 2.1 2.0 1.8 1.7 1.7 1.7 1.5 1.2
1.1 1.2 1.3 1.3 1.2 1.2 1.3 1.3 1.2 1.2 1.3 1.3 1.3 1.4 1.3 1.3 1.3 1.4 1.4 1.6 1.8 1.9 1.9 1.9 1.9 1.8 1.8 1.7 1.7 1.7 1.6 1.5 1.5 1.5 1.6 1.7 1.6 1.7 1.9 1.9 1.8 1.8 1.8 1.8 1.7 1.8 1.9 2.1 2.0 1.9 1.8 1.7 1.6 1.6 1.7 1.7 1.8 1.7 1.8 1.9 1.9 1.9 1.9 1.8 1.7 1.6 1.6 1.6 1.8 1.8 1.9 2.1 2.2 2.3 2.3 2.2 2.1 1.9 1.8 1.8 1.9 1.8 1.8 1.9 1.9 1.7 1.4 1.1
1.1 1.2 1.4 1.5 1.5 1.6 1.6 1.5 1.2 1.2 1.3 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.4 1.5 1.8 2.0 2.0 2.0 1.9 1.8 1.7 1.7 1.6 1.6 1.5 1.5 1.4 1.5 1.6 1.7 1.7 1.8 2.0 2.0 1.8 1.8 1.9 1.9 1.8 1.8 1.9 2.1 2.1 2.0 2.0 1.9 1.8 1.8 1.9 1.9 1.9 1.7 1.8 2.0 2.0 1.9 1.8 1.8 1.8 1.7 1.7 1.8 1.9 1.9 2.0 2.1 2.2 2.2 2.1 2.0 1.9 1.8 1.7 1.7 1.7 1.8 1.8 1.9 2.0 1.9 1.6 1.2 1.0 1.0
1.1 1.3 1.4 1.5 1.6 1.6 1.6 1.6 1.3 1.3 1.3 1.2 1.3 1.4 1.4 1.5 1.5 1.5 1.4 1.4 1.6 1.8 1.8 1.8 1.8 1.8 1.7 1.6 1.5 1.4 1.4 1.4 1.4 1.5 1.6 1.7 1.8 1.9 2.1 2.0 1.9 1.9 2.0 2.0 2.0 2.0 2.0 2.1 2.1 2.1 2.1 2.1 2.0 2.0 2.1 2.1 2.1 1.9 1.9 2.0 2.1 2.0 1.9 1.9 1.9 1.8 1.8 1.9 2.0 2.0 2.1 2.3 2.3 2.2 2.1 1.9 1.8 1.6 1.6 1.6 1.6 1.6 1.7 1.8 1.9 1.9 1.8 1.4 1.2 1.2 1.0 1.0 1.0
1.3 1.2 1.2 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.4 1.4 1.5 1.5 1.6 1.6 1.4 1.3 1.4 1.5 1.5 1.5 1.6 1.7 1.6 1.5 1.4 1.3 1.3 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.2 2.1 2.1 2.2 2.2 2.2 2.2 2.2 2.3 2.2 2.2 2.3 2.3 2.2 2.2 2.2 2.1 2.1 2.0 2.0 2.0 2.0 2.1 2.1 2.2 2.4 2.3 2.2 2.0 1.8 1.6 1.5 1.5 1.4 1.5 1.5 1.5 1.6 1.7 1.9 1.9 1.7 1.4 1.3 1.2 1.2 1.3 1.3 1.2
1.8 1.6 1.4 1.3 1.2 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.4 1.4 1.5 1.5 1.6 1.6 1.6 1.4 1.3 1.3 1.4 1.4 1.4 1.5 1.6 1.5 1.4 1.4 1.3 1.3 1.3 1.4 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.3 2.3 2.3 2.4 2.5 2.4 2.4 2.4 2.3 2.3 2.4 2.3 2.3 2.2 2.2 2.3 2.4 2.5 2.6 2.5 2.5 2.4 2.3 2.2 2.2 2.1 2.1 2.1 2.1 2.1 2.2 2.2 2.1 1.9 1.7 1.5 1.4 1.3 1.3 1.3 1.4 1.4 1.5 1.6 1.8 1.9 1.7 1.5 1.4 1.4 1.5 1.6 1.6 1.5 1.3
1.8 1.6 1.4 1.3 1.2 1.3 1.4 1.6 1.7 1.7 1.7 1.7 1.6 1.6 1.5 1.5 1.5 1.6 1.6 1.7 1.7 1.8 1.8 1.7 1.6 1.5 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.6 1.8 1.9 2.1 2.1 2.3 2.4 2.4 2.5 2.6 2.7 2.8 2.9 2.9 2.7 2.6 2.6 2.5 2.5 2.6 2.5 2.3 2.1 2.0 2.1 2.2 2.3 2.5 2.6 2.7 2.7 2.6 2.5 2.4 2.3 2.1 2.0 1.8 1.7 1.7 1.8 1.8 1.7 1.6 1.5 1.4 1.3 1.3 1.3 1.4 1.4 1.5 1.6 1.7 1.7 1.6 1.6 1.6 1.6 1.7 1.7 1.8 1.7 1.6 1.4 1.1
1.6 1.4 1.3 1.3 1.3 1.4 1.7 1.9 2.0 2.1 2.1 2.0 1.9 1.9 1.8 1.8 1.9 1.8 1.8 1.9 2.0 2.1 2.1 2.0 1.8 1.8 1.8 1.6 1.7 1.7 1.8 1.9 1.9 1.9 1.9 1.9 2.0 2.0 2.1 2.2 2.4 2.5 2.7 2.7 2.7 2.7 2.8 2.9 3.1 3.2 3.1 2.9 2.8 2.7 2.6 2.6 2.5 2.2 1.9 1.7 1.7 1.8 1.9 2.1 2.5 2.7 2.8 2.8 2.7 2.6 2.3 2.0 1.7 1.5 1.3 1.2 1.4 1.6 1.7 1.7 1.7 1.6 1.5 1.5 1.4 1.4 1.4 1.4 1.5 1.5 1.6 1.6 1.6 1.7 1.7 1.7 1.8 1.8 1.8 1.8 1.6 1.3 1.0
1.4 1.3 1.2 1.3 1.4 1.7 2.0 2.2 2.4 2.5 2.4 2.4 2.3 2.3 2.3 2.3 2.2 2.1 2.1 2.1 2.2 2.3 2.0 1.9 1.8 1.8 1.9 2.0 2.2 2.3 2.4 2.4 2.4 2.3 2.3 2.4 2.4 2.5 2.7 2.9 3.0 2.9 2.9 2.8 2.8 3.1 3.4 3.4 2.8 2.6 2.4 1.7 1.5 1.5 1.5 1.7 1.9 2.3 2.6 2.6 2.6 2.6 2.4 2.1 1.8 1.5 1.2 1.1 1.0 1.2 1.6 1.8 1.9 1.8 1.7 1.6 1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.7 1.7 1.8 1.8 1.8 1.9 1.8 1.6 1.3 1.1 1.0
1.3 1.2 1.2 1.4 1.6 2.0 2.4 2.7 2.9 2.8 2.9 3.1 3.2 2.9 2.7 2.8 2.9 3.2 3.2 2.7 2.5 2.5 2.7 2.9 3.2 3.2 2.9 2.8 2.6 2.7 2.8 3.0 3.2 3.4 3.6 3.1 3.1 3.2 3.4 3.6 2.9 2.6 2.3 1.6 1.4 1.3 1.3 1.4 1.7 2.0 2.3 2.3 2.2 2.2 2.1 1.9 1.5 1.2 1.1 1.0 1.0 1.1 1.6 1.5 1.5 1.5 1.5 1.4 1.4 1.3 1.3 1.4 1.4 1.5 1.6 1.7 1.8 1.8 1.8 1.8 1.9 1.8 1.7 1.4 1.2 1.0
1.2 1.3 1.4 1.6 2.0 2.4 2.9 3.4 3.6 4.6 4.0 3.9 5.0 5.0 3.2 4.0 4.8 4.8 3.9 4.8 6.2 2.0 1.7 1.4 1.4 1.5 1.6 1.6 1.6 1.6 1.5 1.3 1.3 1.4 1.5 1.6 1.8 1.8 1.8 1.8 1.7 1.7 1.8 1.9 1.9 1.7 1.5 1.2 1.1 1.1
1.3 1.5 1.7 2.1 2.5 2.9 3.9 5.4 5.0 5.7 7.6 6.5 4.4 7.3 8.9 5.2 5.1 7.2 6.3 4.3 5.3 7.5 6.0 4.0 8.2 8.3 4.4 5.5 7.2 5.6 4.0 5.7 7.4 5.4 4.5 8.5 7.7 4.7 6.1 7.6 5.6 4.2 6.7 7.6 4.4 5.9 8.6 6.8 5.2 6.7 7.6 6.5 2.3 1.9 1.4 1.6 1.7 1.8 1.9 1.9 1.7 1.5 1.5 1.5 1.6 1.9 2.0 2.1 2.0 2.0 1.8 1.7 1.8 1.9 2.0 1.7 1.6 1.4 1.3 1.3 1.3 1.1
1.5 1.7 2.0 2.5 2.8 3.3 4.9 7.9 7.7 6.1 6.1 5.7 2.5 5.3 6.8 3.7 3.6 5.4 5.1 3.3 3.5 6.1 5.0 2.2 6.1 6.2 3.1 3.8 5.5 4.7 2.8 3.9 6.2 4.0 2.9 6.3 5.8 3.3 4.1 5.9 4.7 2.5 4.9 6.2 2.9 4.1 6.3 5.1 3.6 4.6 6.3 6.7 7.1 2.3 1.5 1.8 2.1 2.2 2.3 2.3 2.1 2.0 1.8 1.8 1.9 2.2 2.4 2.4 2.4 2.3 2.0 1.8 1.7 1.7 1.8 1.5 1.5 1.5 1.4 1.5
1.7 1.9 2.2 2.7 3.1 3.5 5.2 7.5 6.6 8.1 9.8 2.8 2.3 1.8 2.2 2.5 2.7 2.7 2.6 2.5 2.4 2.4 2.3 2.2 2.8 2.8 2.6 2.3 2.0 1.8 1.6 1.5 1.4 1.4 1.4 1.4
1.8 2.1 2.4 2.8 3.2 6.8 6.5 6.8 5.9 2.9 2.2 2.7 3.1 3.1 2.9 2.7 2.8 3.0 3.1 2.9 2.5 3.3 3.1 2.7 2.3 2.0 1.7 1.5 1.4 1.3 1.3 1.3 1.2
1.7 2.1 2.5 2.8 3.0 7.7 6.8 8.6 3.0 2.6 3.2 3.2 2.6 2.0 2.0 2.2 2.6 2.7 2.5 2.1 3.4 3.1 2.7 2.3 1.9 1.6 1.5 1.4 1.3 1.3 1.4 1.4 1.3 1.2
1.6 1.9 2.4 2.7 2.9 3.3 4.1 3.9 7.3 5.0 2.9 2.5 3.0 3.1 2.2 2.4 3.3 3.4 2.4 2.0 1.7 1.5 1.3 1.2 1.3 1.4 1.5 1.4 1.2
1.5 1.8 2.2 2.7 3.2 3.1 4.3 3.7 2.7 2.6 2.9 2.3 2.4 2.1 1.7 1.5 1.3 1.2 1.3 1.4 1.5 1.5 1.3
1.4 1.7 2.1 2.7 3.3 3.3 6.3 4.7 2.7 2.4 2.3 1.3 2.9 2.6 2.2 1.8 1.5 1.3 1.3 1.4 1.5 1.6 1.5 1.3
1.2 1.6 2.2 2.8 3.4 3.4 8.6 6.0 3.1 2.1 1.9 0.9 2.6 2.5 2.2 1.8 1.5 1.3 1.4 1.6 1.7 1.7 1.5 1.2
1.2 1.6 2.3 2.8 3.3 3.4 2.6 6.7 5.2 3.1 2.0 1.8 0.9 2.3 2.3 2.1 1.7 1.4 1.2 1.3 1.6 1.7 1.7 1.5 1.2
1.3 1.8 2.4 2.8 3.2 5.0 3.5 4.6 4.0 2.6 1.7 2.1 2.2 1.2 2.4 2.2 1.9 1.6 1.3 1.2 1.3 1.5 1.7 1.7 1.5 1.2
1.5 1.9 2.4 2.9 3.2 7.7 7.0 7.2 2.6 1.5 2.7 2.2 1.8 1.4 1.3 1.3 1.4 1.7 1.9 1.9 1.7 1.4
1.5 1.8 2.3 2.9 3.3 7.4 7.2 7.9 2.9 1.7 2.9 2.3 1.7 1.3 1.2 1.3 1.4 1.7 1.9 2.0 1.8 1.4
1.5 1.8 2.2 2.8 3.3 3.8 5.4 7.7 3.5 2.9 1.7 2.8 2.2 1.7 1.3 1.1 1.2 1.3 1.6 1.8 1.8 1.7 1.5
1.5 1.7 2.1 2.7 3.2 3.7 5.4 8.5 8.2 4.8 2.7 1.5 2.5 2.1 1.6 1.3 1.1 1.1 1.3 1.5 1.6 1.8 1.8 1.7
1.4 1.6 1.9 2.3 2.8 3.2 3.9 4.8 5.4 6.5 7.6 6.5 3.8 6.7 8.6 5.1 5.8 8.6 7.7 5.4 6.0 8.0 6.1 3.4 7.5 7.8 4.4 6.6 8.8 7.1 5.2 6.8 8.4 5.4 2.4 6.1 6.5 7.6 2.5 1.4 2.1 1.9 1.6 1.3 1.1 1.1 1.3 1.5 1.6 1.7 1.8 1.8
1.4 1.5 1.7 2.0 2.3 2.7 3.1 3.4 3.5 7.3 8.0 4.2 6.0 2.5 1.3 1.9 1.7 1.5 1.3 1.2 1.2 1.2 1.4 1.6 1.7 1.8 1.8
1.4 1.4 1.5 1.7 1.9 2.3 2.6 2.8 2.8 2.6 2.5 2.3 2.0 2.4 2.8 3.0 3.2 3.5 3.7 3.4 2.9 2.9 2.6 2.3 2.7 2.8 3.0 3.2 3.5 3.7 3.3 3.3 3.4 5.5 5.2 4.6 4.7 2.6 1.4 1.7 1.6 1.4 1.3 1.2 1.2 1.3 1.4 1.6 1.7 1.8 1.7
1.4 1.4 1.4 1.5 1.7 2.0 2.2 2.4 2.5 2.4 2.2 2.0 1.9 2.0 2.2 2.4 2.6 2.7 2.7 2.7 2.5 2.2 2.1 2.1 2.1 2.2 2.4 2.5 2.6 2.7 2.7 2.7 2.8 3.0 3.9 3.8 4.9 7.0 5.7 6.8 2.8 1.5 1.7 1.6 1.4 1.3 1.2 1.2 1.3 1.3 1.6 1.8 1.8 1.5
1.5 1.5 1.5 1.5 1.6 1.8 2.0 2.1 2.2 2.2 2.1 2.0 1.9 1.9 2.0 2.1 2.1 2.1 2.2 2.2 2.1 2.0 1.8 1.8 1.9 1.9 2.0 2.0 2.0 2.1 2.2 2.3 2.4 2.6 3.0 3.4 3.6 4.6 6.4 6.5 3.6 8.2 3.0 1.7 1.7 1.6 1.4 1.3 1.2 1.2 1.2 1.3 1.6 1.9 1.8 1.5
1.6 1.6 1.6 1.5 1.6 1.7 1.8 1.9 2.0 2.0 2.0 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.6 1.7 1.8 2.0 2.2 2.5 3.0 3.4 4.3 2.3 5.8 4.7 2.9 1.9 1.3 1.3 2.0 2.8 3.2 1.8 1.9 1.8 1.5 1.3 1.3 1.2 1.2 1.3 1.6 1.9 1.8 1.4
1.8 1.7 1.7 1.6 1.6 1.6 1.7 1.8 1.9 2.0 1.9 1.9 1.9 1.8 1.7 1.7 1.6 1.6 1.6 1.6 1.7 1.6 1.5 1.5 1.4 1.4 1.3 1.3 1.3 1.4 1.4 1.5 1.6 1.7 2.1 2.6 3.0 4.3 2.6 4.2 3.6 2.4 1.8 1.3 1.4 2.1 2.8 3.1 1.7 2.1 1.9 1.7 1.4 1.3 1.3 1.4 1.5 1.8 2.0 1.8 1.4
1.9 1.9 1.8 1.7 1.7 1.6 1.6 1.7 1.9 2.0 2.0 1.9 1.9 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.5 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.5 1.8 2.3 2.7 3.1 7.4 6.2 7.8 5.2 2.5 2.7 2.9 1.6 2.5 2.2 1.8 1.4 1.3 1.4 1.5 1.8 2.1 2.1 1.9 1.4
2.1 2.1 1.9 1.7 1.7 1.7 1.7 1.8 2.0 2.1 2.1 2.0 1.9 1.9 1.8 1.8 1.8 1.8 1.9 1.9 2.0 1.9 1.7 1.5 1.5 1.4 1.4 1.4 1.5 1.4 1.4 1.3 1.3 1.3 1.6 2.1 2.6 3.0 7.2 6.0 7.2 4.7 2.3 2.6 2.7 1.4 2.9 2.3 1.8 1.4 1.3 1.2 1.5 1.8 2.1 2.0 1.7 1.3
2.3 2.2 2.0 1.8 1.7 1.7 1.7 1.8 2.0 2.1 2.2 2.1 2.0 2.0 2.0 1.9 2.0 2.0 2.0 2.1 2.2 2.1 2.0 1.8 1.7 1.6 1.6 1.6 1.6 1.5 1.5 1.3 1.3 1.3 1.5 2.0 2.5 3.0 3.8 2.8 2.8 2.7 2.0 2.5 2.6 1.4 2.9 2.3 1.8 1.4 1.2 1.2 1.3 1.6 1.9 2.0 1.7 1.4
2.5 2.3 2.1 1.9 1.8 1.7 1.6 1.7 1.9 2.1 2.3 2.1 2.0 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.2 2.2 2.0 1.9 1.8 1.7 1.7 1.6 1.6 1.5 1.4 1.3 1.2 1.2 1.4 1.8 2.4 3.2 6.8 5.1 5.9 3.9 2.0 1.2 1.4 2.6 2.8 1.5 2.8 2.3 1.7 1.4 1.2 1.2 1.4 1.5 1.8 2.0 1.9 1.6
2.5 2.4 2.2 1.9 1.8 1.7 1.6 1.6 1.8 2.1 2.3 2.2 2.1 2.2 2.2 2.1 2.2 2.2 2.1 2.1 2.1 2.0 1.9 1.9 1.7 1.6 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.8 2.4 3.2 8.1 6.5 7.6 5.0 2.4 1.6 1.2 1.4 2.1 2.8 3.0 1.6 2.4 2.1 1.7 1.4 1.2 1.3 1.5 1.6 1.7 1.9 1.9 1.7
2.5 2.3 2.2 2.0 1.8 1.7 1.6 1.6 1.6 1.9 2.2 2.4 2.4 2.5 2.2 2.1 2.2 2.2 2.1 2.0 2.0 1.9 1.9 1.8 1.6 1.6 1.7 1.6 1.4 1.3 1.2 1.2 1.2 1.2 1.4 1.8 2.3 3.0 4.0 5.4 4.9 5.3 4.2 2.7 1.8 1.3 1.3 2.0 2.8 3.1 1.8 2.0 1.8 1.6 1.4 1.3 1.3 1.5 1.6 1.7 1.8 1.9 1.8
2.5 2.2 1.9 1.8 1.6 1.4 1.3 1.3 1.4 1.6 2.0 2.2 2.3 2.3 2.0 1.9 1.9 1.9 1.9 1.9 1.9 2.0 1.9 1.9 1.6 1.6 1.6 1.5 1.4 1.2 1.1 1.1 1.2 1.3 1.5 1.9 2.3 2.8 4.2 5.2 3.6 5.0 4.2 2.7 1.9 1.3 1.9 2.6 3.0 1.7 1.7 1.6 1.5 1.3 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.7
2.3 1.9 1.6 1.4 1.2 1.0 1.0 1.0 1.1 1.4 1.7 1.9 1.9 1.8 1.6 1.5 1.6 1.6 1.7 1.7 1.8 2.0 2.1 2.0 1.8 1.7 1.7 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.6 2.0 2.4 2.8 4.8 6.6 5.0 7.4 3.1 2.1 1.7 2.3 2.6 1.4 1.4 1.4 1.4 1.3 1.3 1.4 1.6 1.7 1.8 1.8 1.8 1.6
2.2 1.9 1.6 1.4 1.1 1.0 1.0 1.1 1.2 1.4 1.7 1.7 1.7 1.6 1.4 1.4 1.5 1.6 1.7 1.8 1.8 1.9 2.1 2.0 1.9 1.9 1.8 1.6 1.3 1.2 1.2 1.2 1.3 1.4 1.6 2.1 2.5 2.9 4.5 6.7 6.5 8.1 3.4 2.2 1.5 1.9 2.1 1.2 1.3 1.4 1.4 1.4 1.4 1.5 1.6 1.7 1.7 1.7 1.6 1.4
2.6 2.3 2.1 1.8 1.6 1.5 1.5 1.5 1.5 1.8 2.0 2.0 1.9 1.8 1.7 1.8 1.9 2.0 2.0 2.0 2.0 2.0 2.1 1.9 1.8 1.9 1.8 1.6 1.4 1.2 1.2 1.2 1.3 1.4 1.6 2.0 2.5 2.9 3.8 5.7 6.4 5.8 2.9 2.1 1.4 1.6 1.6 1.1 1.3 1.4 1.4 1.5 1.6 1.6 1.7 1.6 1.5 1.5 1.4 1.2
2.8 2.7 2.5 2.3 2.1 2.0 1.9 1.9 2.0 2.2 2.4 2.4 2.2 1.9 1.9 2.1 2.1 2.1 2.0 2.0 2.0 2.0 1.9 1.8 1.7 1.8 1.8 1.6 1.4 1.3 1.2 1.2 1.3 1.4 1.6 2.0 2.4 2.8 3.4 8.0 7.7 7.3 2.3 1.9 1.2 1.4 1.4 1.1 0.9 1.1 1.4 1.8 2.3 2.8 3.0 3.0 2.7 2.3 2.0 1.7 1.5 1.3 1.3 1.4 1.6 1.7 1.7 1.7 1.7 1.6 1.4 1.3 1.2 1.1
2.7 2.7 2.6 2.4 2.3 2.2 2.1 2.1 2.2 2.3 2.5 2.5 2.3 2.1 2.1 2.1 2.1 2.0 2.0 1.9 1.9 1.9 1.8 1.7 1.7 1.8 1.7 1.5 1.4 1.3 1.3 1.3 1.3 1.4 1.6 1.9 2.2 2.7 3.3 8.4 7.4 8.0 5.8 3.8 6.8 7.1 6.2 1.9 1.7 1.1 1.3 1.3 1.1 1.1 1.4 1.7 2.3 2.9 3.4 3.6 3.5 3.3 3.1 2.7 2.2 1.9 1.6 1.5 1.6 1.7 1.8 1.8 1.8 1.8 1.8 1.6 1.4 1.2 1.0
2.6 2.5 2.6 2.5 2.5 2.4 2.3 2.3 2.2 2.3 2.5 2.6 2.4 2.3 2.2 2.1 2.1 2.1 2.0 1.9 1.8 1.8 1.7 1.6 1.6 1.7 1.6 1.4 1.3 1.3 1.4 1.4 1.4 1.4 1.6 1.8 2.0 2.3 2.8 1.8 1.6 1.1 1.2 1.2 1.2 1.2 1.4 1.8 2.3 2.7 2.9 2.9 2.9 2.8 2.7 2.4 2.2 2.0 1.7 1.6 1.7 1.6 1.6 1.7 1.8 1.8 1.8 1.7 1.4 1.2 1.0
2.6 2.5 2.6 2.6 2.6 2.6 2.4 2.3 2.3 2.4 2.5 2.6 2.6 2.5 2.3 2.2 2.1 2.0 1.9 1.8 1.6 1.5 1.4 1.4 1.4 1.5 1.5 1.4 1.3 1.3 1.4 1.4 1.4 1.5 1.6 1.7 1.8 2.0 2.4 2.9 3.6 4.0 4.3 4.7 4.3 4.0 3.9 3.8 3.5 3.4 3.7 3.5 2.3 1.7 1.6 1.7 1.7 1.7 1.6 1.6 1.5 1.4 1.4 1.4 1.3 1.2 1.0 1.0 1.1 1.3 1.3 1.2 1.2 1.2 1.1 1.2 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.4 1.7 2.0 2.3 2.3 2.2 2.2 2.2 2.2 2.1 2.1 1.9 1.7 1.4 1.5 1.6 1.7 1.8 1.7 1.5 1.3 1.0
2.5 2.5 2.6 2.6 2.6 2.6 2.5 2.6 2.4 2.3 2.3 2.4 2.6 2.7 2.6 2.5 2.3 2.2 2.0 1.9 1.7 1.6 1.5 1.4 1.2 1.3 1.3 1.4 1.4 1.4 1.3 1.3 1.4 1.4 1.4 1.5 1.7 1.7 1.7 2.0 2.2 2.5 3.1 3.6 3.7 3.6 3.5 3.4 3.4 3.5 3.3 3.1 2.9 2.6 2.2 1.8 1.7 1.6 1.6 1.7 1.7 1.6 1.6 1.5 1.5 1.5 1.4 1.5 1.2 1.0 1.1 1.2 1.2 1.4 1.5 1.4 1.3 1.3 1.2 1.2 1.2 1.4 1.5 1.4 1.3 1.2 1.3 1.2 1.2 1.4 1.6 1.7 1.8 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.5 1.5 1.5 1.4 1.3 1.3 1.3 1.5 1.7 1.8 1.7 1.4 1.1
2.3 2.3 2.3 2.5 2.5 2.5 2.4 2.5 2.4 2.3 2.3 2.4 2.5 2.6 2.5 2.4 2.2 2.0 1.8 1.7 1.6 1.4 1.4 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.2 1.3 1.3 1.2 1.4 1.6 1.6 1.7 2.0 2.1 2.3 2.7 3.1 3.2 3.0 3.0 2.8 2.7 2.7 2.7 2.6 2.5 2.3 2.0 1.8 1.7 1.6 1.5 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.6 1.3 1.1 1.3 1.4 1.4 1.5 1.5 1.3 1.3 1.3 1.2 1.2 1.2 1.3 1.4 1.4 1.2 1.2 1.4 1.4 1.3 1.4 1.4 1.5 1.5 1.4 1.4 1.3 1.3 1.3 1.3 1.4 1.4 1.4 1.3 1.3 1.2 1.1 1.1 1.2 1.2 1.3 1.4 1.6 1.6 1.5 1.2
2.0 2.0 2.1 2.1 2.2 2.3 2.3 2.3 2.3 2.3 2.2 2.1 2.2 2.3 2.3 2.1 2.0 1.8 1.6 1.5 1.4 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1.2 1.4 1.4 1.5 1.8 2.0 2.1 2.3 2.6 2.5 2.4 2.3 2.2 2.1 2.0 2.0 2.0 2.0 1.9 1.8 1.7 1.7 1.5 1.3 1.4 1.5 1.5 1.5 1.5 1.4 1.4 1.4 1.4 1.3 1.2 1.3 1.5 1.5 1.5 1.4 1.2 1.2 1.2 1.1 1.1 1.1 1.2 1.3 1.2 1.2 1.2 1.5 1.5 1.3 1.2 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 0.9 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.2
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1.1 1.4 1.5 1.5 1.4 1.4 1.5 1.4 1.8 1.7 1.5 1.3 1.2 1.1 1.1 1.1 1.1 1.2 1.3 1.4 1.6 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.4 2.5 2.5
1.0 1.2 1.4 1.6 1.7 1.9 1.9 1.6 1.7 1.5 1.3 1.2 1.1 1.1 1.0 1.0 1.1 1.1 1.2 1.3 1.5 1.6 1.7 1.8 1.8 1.9 2.0 2.0 2.1 2.1 2.2
1.0 1.2 1.4 1.5 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.0 1.0 1.0 1.1 1.1 1.2 1.3 1.4 1.5 1.6 1.6 1.7 1.7 1.8 1.8 1.8 1.91.0 1.01.0
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JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
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SITE PLANS -
PHOTOMETRICS
11/11/2022
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CUP SET
1" = 20'-0"1 SITE PLANS - PHOTOMETRICS
1. DRIVE AISLE:
A. AVG: 1.71FC
B. MAX: 3.1FC
C. MIN: 1.1FC
2. NORTHEAST PARKING:
A. AVG: 1.76FC
B. MAX: 2.6FC
C. MIN: 1.0FC
3. EAST SIDEWALK:
A. AVG: 1.94FC
B. MAX: 7.6FC
C. MIN: 1.0FC
4. REGIONAL STREET CONNECTOR
A. AVG: 1.553C
B. MAX: 2.2FC
C. MIN: 1.0FC
5. BUILDING 1 SIDEWAWLK
A. AVG: 1.915C
B. MAX: 4.7FC
C. MIN: 1.0FC
6. BUILDING 1 CANOPY
A. AVG: 6.38FC
B. MAX: 10.6FC
C. MIN: 1.4FC
7. BUILDING 1 TO BUILDING 2 ACCESS:
A. AVG: 2.19FC
B. MAX: 3.4FC
C. MIN: 1.0FC
PHOTOMETRIC RESULTS:
8. BUILDING 2 SIDEWALK:
1. AVG: 1.99FC
2. MAX: 3.2FC
3. MIN: 1.0FC
9. BUILDING 2 EAST PARKING:
1. AVG: 2.25FC
2. MAX: 3.6FC
3. MIN: 1.0FC
10. BUILDING 2 SOUTH PARKING:
1. AVG: 2.25FC
2. MAX: 3.6FC
3. MIN: 1.0FC
11. BUILDING 2 WEST PARKING
1. AVG: 2.56FC
2. MAX: 3.1FC
3. MIN: 2.0FC
12. SOUTHERN PARKING
1. AVG: 1.52C
2. MAX: 2.6FC
3. MIN: 1.0FC
PROPERTY LINE
RE
V DATE DESCRIPTION
1 04/04/23 CUP Review 1