HomeMy WebLinkAboutItem 6.1 BASIS Independent School Staff Report Revised May 23, 2023 to correct grammatical error
STAFF REPORT
Planning Commission
Page 1 of 8
Agenda Item 6.1
DATE:May 23, 2023
TO:Planning Commission
SUBJECT:BASIS Dublin Independent School Conditional Use Permit and Site Development Review Permit (PLPA-2023-00011)Prepared by:Linda Ajello, AICP, Senior Planner
EXECUTIVE SUMMARY:The property owner, 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 which will be converted to a school, and construct a 9,134 square foot gymnasium building, outdoor recreational play field, trash enclosure, and associated site improvements. The Planning Commission will consider the requested approval of a Conditional Use Permit and Site Development Review Permit for this project.
STAFF RECOMMENDATION:Adopt the Resolution approving a Conditional Use Permit and a Site Development Review Permit for a private school at 7950 Dublin Boulevard.
DESCRIPTION:BackgroundThe Project site is located at the southeast corner of Dublin Boulevard and San Ramon Road at 7950 Dublin Boulevard. The subject property is comprised of two parcels, approximately 3.7 acres, and is developed with a commercial office building and surface parking lot. Primary access to the site is provided from Dublin Boulevard with secondary access from Regional Street on drive aisles through adjacent properties. The Project site has a General Plan and Downtown Dublin Specific Plan (DDSP) land use designation of Transit-Oriented District and is within the Downtown Dublin Zoning District (DDZD). Refer to Figure 1 for the project location and Table 1 for surrounding land uses.
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Figure 1: Project Location
Table 1: Surrounding Land UsesLocationZoningGeneral Plan Land Use Current UseNorthDDZDDowntown Dublin –Transit-Oriented Development District Starbuck’s Coffee and Sleep Number Mattress StoreSouthDDZDDowntown Dublin –Transit-Oriented Development District Holiday Inn HotelEastDDZDDowntown Dublin –Transit-Oriented Development District Earl Anthony Bowl and Commercial UsesWestPD and C-1 Single-Family Residential and Retail Office Single-family homes and Shell Service StationOn April 14, 2020, the Community Development Director approved a Site Development Review Permit to remodel the exterior of the existing Corrie Center office building, modify the landscaping, and upgrade the parking area to meet current accessibility requirements. The Applicant subsequently received approval of a demolition permit and started work but did not
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complete the effort to improve the façade. There is an existing Code Enforcement case related to the exterior maintenance of the building.On April 28, 2020, the Planning Commission approved a Site Development Review Permit andMinor Use Permit for the Cambria Hotel project (Resolution. No. 20-06) consisting of a 138-room hotel in the surface parking lot on the south side of the Corrie Center office building. Two appeals were subsequently filed on the project. On June 2, 2020, the City Council held a public hearing anddenied the appeals (Resolution No. 49-20) and upheld the original approval by the Planning Commission, and approved a Community Benefit Agreement (Resolution No. 50-20). Construction of this project has not moved forward.Proposed ProjectThe Applicant is proposing to operate a private school serving up to 800 children in grades 6-12 called BASIS Independent School within the existing Corrie Center office building. Private schools are classified as Civic/Cultural/Institutional Uses and permitted in the DDSP with approval of a Conditional Use Permit. The existing 81,985 square foot office building will undergo façade renovations and an interior remodel to accommodate the school use. The Project also includes the construction of a 9,164 square foot gymnasium, new outdoor recreational play field, and associated site improvements. The Project includes the following entitlements for consideration by the Planning Commission:
SiteDevelopment ReviewPermit –Site Development Review Permit to allow a façade remodel of the existing office building, and construction of the gymnasium and outdoor recreational play field, a trash enclosure, and associated site and landscape improvements.
Conditional UsePermit –Conditional Use Permit to allow the operation of a private school (Institutional Use).The draft resolution approving the Site Development Review Permit and Conditional Use Permit is included in the staff report as Attachment 1. AnalysisSite Development Review PermitSite Layout.Primary access to the site is through a shared driveway and access easement from Dublin Boulevard. Secondary access is provided through a shared driveway and access easement from Regional Street. Vehicular access to the on-site parking and the student drop-off and pick-up area is proposed on the south side of the lot, circulating one-way around the west side of the buildingwhere the student drop-off/pick-up is located and exiting on the north side of the building via a shared access easement with the adjacent properties. The existing driveways off Dublin Boulevard and Regional Street will remain unchanged. A new trash enclosure is proposed at the northwest corner of the site with appropriate access from the nearby commercial building, and all site paths will be designed for accessible egress from the building exits to the public way.
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The proposed 9,164 square foot gymnasium, outdoor recreational play field and sports field would be constructed upon a section of the existing surface parking lot located on the south side of the office building. Please refer to Figure 2 below, and Attachment 2, Sheet A-200. Figure 2: Proposed Site Plan
ArchitectureThe architectural vision for the Transit-Oriented District as outlined in the DDSP states that new buildings “will complement the existing uses with designs that are compatible with adjacent structures and the district as a whole.” In addition, buildings shall use high-quality materials while utilizing creative and unique designs. The project site contains a three-story, approximately 81,895 square foot, concrete tilt-up office building and an associated surface parking lot constructed in the late 1970’s. Façade improvements to the existing building include new paint, a new painted smooth 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, as shown in Figure 3.Colors and textures of all surfaces will respect the surrounding commercial context of light grays with gray accents at the buildings’ vertical pilasters and parapets. Red highlights conveying the BASIS brand will also be provided at the entry canopies and sides of pilasters at both buildings. The proposed gym will incorporate custom exterior mounted metal artwork panels on the north side of the building to face the outdoor recreational play field internal to the site. Please refer to Figure 3 below, and Attachment 2, Sheet A-302.
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Figure 3: Proposed West Elevation
LandscapingThe landscape design will refresh and supplement the existing landscaping and parking islands with native trees, screening shrubs, groundcover, and a dark gray painted ornamental metal fencethat will be installed around the perimeter of the site to blend into the surrounding context. The artificial turf playfield will include benches, elevated planters with seat walls and gathering areas, both as a visual feature and as a useful site amenity. The overall landscape concept is on Sheets L1-L2 of the plans (Attachment 2).Conditional Use PermitThe Conditional Use Permit process allows the City to review the operating characteristics of unique uses, and place conditions of approval on the project, to ensure compatibility with surrounding uses. The operating characteristics of the proposed project have been reviewed for issues related to traffic, circulation, parking, and outdoor activities. Conditions of Approval have been included where appropriate to ensure compatibility with the surrounding uses (Attachment 1).Operating CharacteristicsBASIS Independent School is a private school with several campuses across the US, including campuses in Fremont and San Jose. The Dublin campus’ curriculum will be for grades 6-12, with a maximum enrollment of 800 students (380 high school and 420 middle school) and 100 staff members. The academic school year begins in mid-August and ends in early June. The school will operate Monday through Friday, with the campus opening at 7am. BASIS also offers a range of
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summer programs from mid-June to early August, Monday through Friday. Summer programs are broken into two sessions: am session from 8:30 am to 11:30; and pm sessions from 12:30 pm through 3:30 pm. As part of the BASIS Independent Schools Traffic and Parking Management Plan(see Attachment 3), and Conditions #20 and 21 (Attachment 1), 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. Extra-curricular activities and event hours shall be Monday through Friday between 5:00pm and 10:00pm and Saturday and Sunday between 7am and 10:00 pm BASIS anticipates the Dublin campus to be completed and operating for the 2025/2026 academic year.The existing 3-story office building will undergo structural and cosmetic upgrades to adapt the office building to a school use. Level 1 will be renovated to create building entries on the east and west sides of the building, main administration spaces, large dining and multi-purpose/black box theater spaces, and classrooms. Level 2 will primarily house general classrooms and media/library reading rooms, and Level 3 will provide chemistry, biology, and physics labs, music classrooms, and art classrooms. Administration and office spaces will occupy the building’s center on each floor, while the media/library reading room areas, will be located on level 2 at the ends of each wing. In total, the interior improvements will result in 38 classrooms, 1 large dining space and 1 large multi-purpose/black box theater space, 2 media/library reading rooms, andadministrative, office, and building support functions.The new gymnasium will include an entry lobby, locker rooms, a storage room, and a fire service room at the west end of the building, as well as an equipment platform/mezzanine directly above the support spaces to house the building’s mechanical equipment.Traffic and Site CirculationCars and buses will enter the site from a shared driveway access from Dublin Boulevard and continue for approximately 700 feet before turning right and continue through the site’s one-way perimeter loop starting on the side end of the parcel. This perimeter loop provides vehicular access to the passenger drop off area along a 280-foot vehicle loading aisle leading to the school’s entrance on the west side of the building, before merging back into the perimeter loop and continue around the building and back to the access drive. Buses will follow the same route butthen turn into the 96-foot one-way bus loading aisle on the east side of the building, stop for unloading or loading, and continue out to the off-site access drive.The City prepared a Traffic Impact Study (TIS) to evaluate potential impacts associated with the proposed school (Attachment 4). The analysis utilized traffic data collected from the BASIS Independent School campus located in San Jose which has a similar number of students and staff as proposed at the Dublin campus. To estimate the daily and p.m. peak hour trip generation, the published standard rates from the Institute of Engineers (ITE) in Trip Generation Manual, 11th Edition, 2021, were used. The TIS noted that the new gymnasium and recreational sports field would not be open to the public and as such would not independently generate any new vehicle trips. Trip reductions attributable to private bus use, carpooling and alternate transportation
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modes (walking, biking, or using transit) are assumed to be included since the trip generation estimate is based on observations conducted at another similar BASIS campus.Based on the findings of the TIS, the City’s Traffic Engineer determined that, upon written requestby the City, further study may be required upon the completion of the first full academic year and at the time of maximum enrollment. 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 threshold 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. Condition of Approval #139 is included in the Planning Commission Resolution to address these recommendations (Attachment 1).Parking and LoadingParking requirements for the proposed school are regulated by the City of Dublin Zoning Ordinance (Section 8.76.080.D). The parking requirements for the project are the sum of the different uses. The following table illustrates the number of parking spaces that are required for the use.Table 2: ParkingUse Parking Requirement No.of Classrooms No.of Students No.RequiredHigh School 1 per classroom, plus 1 per every 4 students, plus 60 lineal feet of street loading area for every 200 students 24 380 119 spaces
Elementary, Middle, Junior High 2 per classroom, plus 60 lineal feet of street loading area for every 100 students 14 420 28 spaces
Total Required 147 SpacesTotal Proposed 147 SpacesThe Applicant proposes a total of 147 parking spaces which is consistent with the Zoning Ordinance requirement, as shown in Table 2. In addition, 38 short-term and 7 long-term bicycle parking spaces will be provided. The 7 long-term spaces will be in a secure bicycle storage room.
ENVIRONMENTAL DETERMINATION:The California Environmental Quality Act (CEQA), together with the State CEQA Guidelines and City of Dublin CEQA Guidelines and Procedures require that certain projects be reviewed for environmental impacts and when applicable, environmental documents be prepared. Staff recommends that the Planning Commission find the project is categorically exempt from the requirements of CEQA in accordance with CEQA Guidelines Section 15301 (Existing Facilities) and 15303 (New Construction or Conversion of Small Structures). The project involves the renovation of the existing commercial building and construction of a detached gymnasium (accessory structure) not exceeding 10,000 square feet within an existing surface parking lot.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
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Two City-led Community Meetings were held on April 19 and 20, 2023, to provide Dublin residents with information about the proposed BASIS Independent School project. Notices for both meetings were sent out to all interested parties, posted on the City’s website, and distributed through social media.In accordance with State law, a public notice was mailed to all property owners and occupants within 300 feet of the proposed project to advertise the project and the upcoming public hearing. A public notice also was published in the East Bay Times and posted at several locations throughout the City. The project was also included on the City’s development projects webpage. A copy of this Staff Report has been provided to the Applicant.
ATTACHMENTS:1) Planning Commission Resolution Approving the Site Development Review Permit and Conditional Use Permit for the BASIS Independent School Project2) Exhibit A to Attachment 1- BASIS Independent School Project Plans 3) BASIS Independent School Traffic and Parking Management Plan4) Traffic Impact Study prepared by W-Trans, dated March 21, 2023
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Attachment 1
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 1 of 27
RESOLUTION NO. XX – 23
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.
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Reso. No. XX-23, Item X.X, Adopted XX/XX/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 guidelines
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 development –
either in place or permitted in the future, and context of surrounding and adjacent
properties; and 2) the Project complies with the applicable development standards of the
Downtown Dublin Zoning District for 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.
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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-
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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 and
services to ensure that the proposed use and related structures would not be detrimental
to the public health, safety and welfare in that: 1) the 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 applicable
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. The proposed use will not be contrary
to these standards.
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Reso. No. XX-23, Item X.X, Adopted XX/XX/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 RESPONSIBLE
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
CUP 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
applicable findings of approval will continue to be met, grant a
PL Prior to Expiration
Date
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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
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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
PLANNING – PROJECT SPECIFIC – CONDITIONAL USE PERMIT
19. Enrollment:
Daily Capacity PL Ongoing
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Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 8 of 27
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.
20. 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
21. 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
22. 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
23. 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 as allowed by the Zoning
Ordinance.
PL Ongoing
24. 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
25. 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
26. 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
27. 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
PL Ongoing
23
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 9 of 27
private vehicles and the use of the parking facilities and
parents and employees shall be required to strictly adhere to
these requirements.
28. 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
29. 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
30. 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
31. 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
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,
PL/PW Site Work (Grading)
Permit
24
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 10 of 27
energy dissipaters, and/or absorbent devices. Stormwater
runoff water quality monitoring procedures shall be clearly
detailed in the SWPPP.
32. 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,
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.).
PL/PW Building Permit
Issuance
Landscaping
33. 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
PL
25
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 11 of 27
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.
Landscape Plan
Approval and
Installation
34.
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
35. 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
36. 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
37. 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
38. 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
39. 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
40. 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
41. 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
42. 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
43. Construction Drawings. Construction plans shall be fully
dimensioned (including building elevations) accurately drawn B Issuance of Building
Permits
26
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 12 of 27
(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.
44. 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
45. 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
46. 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
47. Addressing. Address numbers shall be illuminated during
the hours of darkness. 7.32.130 Dublin Municipal Code. B Occupancy of
Building
48. 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
49. 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
50. 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
51. 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
52. 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
B Occupancy of
Building
27
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 13 of 27
approved by the Chief Building Official and Director of
Community Development.
53. 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
54. 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
55. 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
56. 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
57. 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
58. 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
59. 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
60. 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
61. 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
62. 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
63. No fire service lines shall pass beneath buildings. F Approval of
Improvement Plans
64. 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
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Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 14 of 27
65. 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
66. 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.
F During Construction
29
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 15 of 27
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.
67. 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.
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
F Occupancy
30
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 16 of 27
specific account is UL Certificated must be provided to
the Fire Inspector.
68. 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
69. 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
70. Means of Egress. Exit signs shall be visible and illuminated
with emergency lighting when building is occupied. F Occupancy
71. 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
72. 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
73. 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
74. Addressing. Addressing shall be illuminated or in an
illuminated area. The address characters shall be contrasting
to their background. If address is placed on glass, the
numbers shall be on the exterior of the glass and a contrasting
background placed behind the numbers.
Building Address. The building shall be provided with all
addresses or the assigned address range so as to be clearly
visible from either direction of travel on the street the address
references. The address characters shall not be less than 5
inches in height by 1-inch stroke. Larger sizes may be
necessary depending on the setbacks and visibility.
F Occupancy of Any
Building
75. Fire Safety During Construction and Demolition F Occupancy
31
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 17 of 27
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.
PUBLIC WORKS – GENERAL CONDITIONS
76. 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
77. 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
78. 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
79. Grading Permit. Applicant/Developer shall obtain a Grading
Permit from the Public Works Department for all grading. PW Permit Issuance
80. 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
81. Improvement Plan Submittal Requirements. All submittals
of plans shall comply with the requirements of the “City of
Dublin Public Works Department Improvement Plan Submittal
PW Grading Permit
Issuance
32
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 18 of 27
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.
82. 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
83. 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
84. 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
85. 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
86. Building Pads, Slopes and Walls. Applicant/Developer shall
provide the Public Works Department with a letter from a
registered civil engineer or surveyor stating that the building
pads 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
87. 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
88. Master Files. Applicant/Developer shall provide the Public
Works Department a digital vectorized file of the “master” files
for the project, in a format acceptable to the City Engineer.
Digital raster copies are not acceptable. The digital vectorized
files shall be in AutoCAD 14 or higher drawing format. All
objects and entities in layers shall be colored by layer and
named in English. All submitted drawings shall use the Global
Coordinate System of USA, California, NAD 83 California
State Plane, Zone III, and U.S. foot.
PW Acceptance of
Improvements
89. 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
33
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 19 of 27
90. 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
91. 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
92. 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
93. 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
94. 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
95. 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
96. 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
97. 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
98. Grading Off-Haul. The disposal site and haul truck route for
any off-haul dirt materials shall be subject to the review and
approval by the City Engineer prior to the issuance of a
Grading Permit. If the 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
PW
Grading Permit
Issuance/ Sitework
Permit
34
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 20 of 27
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.
99. 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
100. 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
101. 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
102. 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
103. 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
104. 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
improvement plans. The markers may be purchased from the
Public Work Department.
PW Acceptance of
Improvements
105. Fire Hydrants. Fire hydrant locations shall be approved by
the Alameda County Fire Department. A raised reflector blue PW Acceptance of
Improvements
35
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 21 of 27
traffic marker shall be installed in the street opposite each
hydrant and shown on the signing & striping plan.
106. 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
107. 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
108. 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
109. Erosion Control Implementation. The Erosion and
Sediment Control Plan shall be implemented between
October 1st and April 30th unless otherwise allowed in writing
by the City Engineer. The 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
110. 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
111. Construction Activities. Construction activities, including
the idling, maintenance, and warming up of equipment, shall
be limited to Monday through Friday, and non-City holidays,
between the hours of 7:30 a.m. and 6:00 p.m. except as
otherwise approved by 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
112. Temporary Fencing. Temporary construction fencing shall
be installed along the construction work perimeter to separate
the construction area from the public. All construction
activities shall be confined 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
113. Construction Noise Management Plan.
Applicant/Developer shall prepare a construction noise
management plan that identifies measures to minimize
construction noise on surrounding developed properties. The
PW
Start of
Construction
Implementation,
36
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 22 of 27
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.
and On-going as
needed
114. 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
115. 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;
Implementation,
and On-going as
needed
116. Pest Control. Applicant/Developer shall be responsible for
controlling any rodent, mosquito, or other pest problem due to
construction activities.
PW On-going
117. 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;
Implementation On-
going as needed
118. Dust Control/Street Sweeping. The Applicant/Developer
shall provide adequate dust control measures at all times
during the grading and hauling operations. All trucks hauling
export and import materials shall be provided with tarp cover
at 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
119. 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
120. 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
121. Stormwater Source Control. All applicable structural and
operational stormwater source controls shall be implemented. PW/ESD Grading/Sitework
Permit Issuance
122. 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, and surfacing of maintenance access points
from public or private streets is subject to the approval of the
City Engineer.
PW/ESD Grading Permit
Issuance
37
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 23 of 27
123. 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
124. 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;
Implementation
Prior to Start of
Construction and
On-going as
needed
125. 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
126. 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
127. 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
128. 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 Permit
Issuance
PUBLIC WORKS – ONSITE IMPROVEMENTS
38
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 24 of 27
129. 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
130. 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
131. 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
132. 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
133. 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
134. 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
https://dublin.ca.gov/341/Standard-Plans in the
“Stormwater Measures” section. A pedestrian
PW/ESD
Building Permit or
Site Work Permit
Issuance
39
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 25 of 27
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.
135. 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
136. 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
137. 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
138. 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
139. 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:
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
PW
Prior to Conclusion
of First Full
Academic Year and
at Full Enrollment
40
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 26 of 27
d. Additional bicycle parking spaces
140. 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
141. 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
142. 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
143. 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
144. 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
145. 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
Building Permit
Issuance and
Grading Permit
Issuance
146. 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
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.
PW/ESD
Building Permit
Issuance and
Grading Permit
Issuance
147. Stormwater Management Report. Provide a Stormwater
Management Report including narrative of existing and PW/ESD Building Permit
Issuance and
41
Reso. No. XX-23, Item X.X, Adopted XX/XX/2023 Page 27 of 27
proposed conditions, explaining how stormwater treatment,
hydromodification and trash capture requirements are being
met. The report shall also include exhibits, plans and sizing
calculations.
Grading Permit
Issuance
148. 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
149. 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
150. 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
- END –
PASSED, APPROVED AND ADOPTED this 23rd day of May 2023, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
______________________________
Planning Commission Chair
ATTEST:
_________________________________
Assistant Community Development Director
42
G-001
TITLE PAGE
11/11/2022
BASIS DUBLIN - BASIS Independent Schools
CUP SET
Attachment 2
Exhibit A to Attachment 1
43
JAN
JT
JST
L
LAV
LB
LKR
LS
LVR
MATL
MB
MAX
ME
MECH
MED
MEZZ
MFR
MIN
MIR
MISC
MTD
MTL
(N)
NA
NIC
NOM
NS
NTS
OA
OC
OD
OD
OFCI
OFOI
OH
OPNG
OPP
OS
PL
PLAM
PLYWD
PSF
PT
PTD
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
REQ'D
REV
RM
RO
RCP
SAHTS
SAM
SC
SECT
SF
SHTG
SHWR
SHT
SIM
SJ
SM
SQ
SS
STD
STL
STOR
STRUCT
SUSP
T/M
T
TC
TEL
T&G
THK
TO
TOD
TOS
TJ
TP
TS
TYP
UNFIN
UNO
UON
VB
VERT
VEST
VFY
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
BOARD
BUILDING
BLOCKING
BENCH MARK
BOTTOM
BETWEEN
CHANNEL
CATCH BASIN
CLOSED CIRCUIT TV
CORNER GUARD
CAST IN PLACE CONCRETE
CEILING
CLEAR
CONTROL JOINT
CONCRETE MASONRY UNIT
CONCRETE
CONTINUOUS
CORRIDOR
CLASSROOM
CONSTRUCTION JOINT
CASEMENT
CERAMIC TILE
CENTER
CENTERLINE
DOUBLE
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIAGONAL
DIMENSION
DISPENSER
DOWN
DAMPPROOFING
DOOR
DOWNSPOUT
DRAWING
&
AB
ACT
ADD
AESS
AFF
ALS
ALUM
ANOD
AP-
AVG
BD
BLDG
BLKG
BM
BOT
BTWN
C
CB
CCTV
CG
CIP
CLG
CLR
CJ
CMU
CONC
CONT
CORR
CR
CSJ
CSMT
CT
CTR
CL,
DBL
DTL
DF
DIA
DIAG
DIM
DISP
DN
DP
DR
DS
DWG
(E)
EA
EF
EJ
EL
ELEC
EOS
ENGR
EQ
EQUIP
ES
EW
EXP
EXT
EXSTG.
FA
FD
FDN
FE
FEC
FF
FIN
FL
FO
FOC
FOF
FOM
FOS
FRT
FTG
FURR
GA
GALV
GB
GC
GL
GND
GWB
HB
HC
HM
HPC
HVAC
HW
INSUL
I.S.
INT
EXISTING
EACH
EXHAUST FAN
EXPANSION JOINT
ELEVATION
ELECTRICAL
EDGE OF SLAB
ENGINEER
EQUAL
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
FURRING
GAUGE
GALVANIZED
GRAB BAR
GENERAL CONTRACTOR
GLASS
GROUND
GYPSUM WALL BOARD
HOSE BIBB
HANDICAP
HOLLOW METAL
HIGH PERFORMANCE COATING
HEATING, VENTILATION AND AIR
CONDITIONING
HOT WATER
INSULATION
INSIDE
INTERIOR
CL
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
A101
1
A101
A101
1
Ref
REV #
A3.01
A5.01
1A
1B
1C
1D
WALL SECTION1
A101
T.O.W
1
SIM SIM
SIM
SIM
A101
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
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
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
44
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
A
R
G
I
N
G
ON
L
Y
VA
N
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
.
VA
N
VA
N
EV
CH
A
R
G
I
N
G
ON
L
Y
CO
CO
C OCO
C
O
12x12
12x12
EV
CH
A
R
G
I
N
G
ON
L
Y
12x12
C O
T
R
T R
T R
T R
T
R
T R
T R
T R
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
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
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
R
K
I
N
G
(
3
)
VI
S
I
T
O
R
P
A
R
K
I
N
G
(
3
)
VI
S
I
T
O
R
P
A
R
K
I
N
G
(
3
)
VI
S
I
T
O
R
P
A
R
K
I
N
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
N
G
(
1
7
)
ST
A
F
F
P
A
R
K
I
N
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
S
T
E
D
P
A
R
C
E
L
1
-
20
2
0
-12
4
9
1
1
O
.
R
.
-
PA
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L
A
(T
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-ES
T
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)
AD
J
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P
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1
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-12
4
9
1
1
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.
-
PA
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B
(T
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-ES
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AD
J
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P
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L
1
-
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0
-12
4
9
1
1
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R
.
-
PA
R
C
E
L
B
AD
J
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D
P
A
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C
E
L
2
-
20
2
0
-12
4
9
1
1
O
.
R
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
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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
45
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
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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
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D e s i g n
A-201
1ST FLOOR PLAN
11/11/2022
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21022
CUP SET
3/32" = 1'-0"
1ST FLOOR PLAN1
REV DATE DESCRIPTION
1 04/04/23 CUP Revision 1
46
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
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D
U
B
L
I
N
21022
CUP SET
3/32" = 1'-0"
2ND FLOOR PLAN1
REV DATE DESCRIPTION
47
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
BA
S
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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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L
I
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21022
CUP SET
3/32" = 1'-0"
3RD FLOOR PLAN1
REV DATE DESCRIPTION
48
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
BA
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79
5
0
D
u
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i
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B
l
v
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D
u
b
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,
C
A
9
4
5
6
8
BA
S
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I
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21022
CUP SET
3/32" = 1'-0"
ROOF1
REV DATE DESCRIPTION
49
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
BA
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79
5
0
D
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B
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D
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,
C
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9
4
5
6
8
BA
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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
50
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
BA
S
I
S
I
n
d
e
p
e
n
d
e
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
S
I
S
D
U
B
L
I
N
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
51
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
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
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
52
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
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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
53
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
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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
54
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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
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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
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
A
C
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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
55
UP
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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
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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
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
56
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
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T
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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
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79
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0
D
u
b
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,
D
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b
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C
A
9
4
5
6
8
BA
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D
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B
L
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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
L4
PROPOSED
0' 10' 20'
(1" = 20'-0")
IRRIGATION PLAN
57
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
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b
l
i
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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
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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79
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0
D
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b
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,
D
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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
C0.1
TITLESHEET AND
GENERAL NOTES
58
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 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
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n
d
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n
t
S
c
h
o
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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
”
SAN RA
M
O
N
R
D
DU
B
L
I
N
B
L
V
D
C0.2
EXISTING
CONDITIONS
59
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
NO
PARKING
NO
PA
R
K
I
N
G
NO
PA
R
K
I
N
G
SAN RA
M
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R
D
DU
B
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B
L
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L
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L
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W
A
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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
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E-ONE HP100 Aerial
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
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n
t
S
c
h
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s
79
5
0
D
u
b
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i
n
B
l
v
d
,
D
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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
>>>>
FW
26' WIDE AERIAL
STAGING AREA
26' WIDE AERIAL
STAGING AREA
C0.3
FIRE ACCESS PLAN
60
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 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
61
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
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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
62
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
63
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
64
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
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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
65
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
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B
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d
,
D
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b
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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
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t
S
c
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79
5
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D
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b
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B
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v
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,
D
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b
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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
66
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
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79
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D
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,
C
A
9
4
5
6
8
BA
S
I
S
D
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B
L
I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
C6.1
STORMWATER
MANAGEMENT
PLAN
67
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
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B
l
v
d
,
D
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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
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79
5
0
D
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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
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
C6.2
CLEAN BAY
BLUEPRINT
68
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
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I
N
G
ON
L
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LO
A
D
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N
G
/
UN
L
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A
D
I
N
G
ON
L
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LO
A
D
I
N
G
/
UN
L
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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
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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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b
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,
D
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b
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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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79
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C
A
9
4
5
6
8
BA
S
I
S
D
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B
L
I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
C7.1
GARBAGE TRUCK
TURNING PLAN
69
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
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D
DU
B
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N
B
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EV
CH
A
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ON
L
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A
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L
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ON
L
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A
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ON
L
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LO
A
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/
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L
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ON
L
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LO
A
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L
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ON
L
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LO
A
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/
UN
L
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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
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i
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B
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,
D
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b
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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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,
C
A
9
4
5
6
8
BA
S
I
S
D
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B
L
I
N
CUP SET
REV DATE DESCRIPTION
JOB NUMBER:21022
C7.2
SCHOOL BUS
TURNING PLAN
70
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
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i
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B
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,
D
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b
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i
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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
S
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79
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0
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,
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4
5
6
8
BA
S
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S
D
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I
N
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
71
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
S
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79
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,
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A
9
4
5
6
8
BA
S
I
S
D
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B
L
I
N
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
72
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
BA
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C
A
9
4
5
6
8
BA
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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
73
JOB NUMBER:
255 S King Street #800, Seattle, WA 98104
+1.206.552.4744 | www.inhabitdsgn.com
E002
LUMINAIRE
SCHEDULE
11/11/2022
BA
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79
5
0
D
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D
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C
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9
4
5
6
8
BA
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D
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B
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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
74
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
BA
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79
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0
D
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B
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D
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,
C
A
9
4
5
6
8
BA
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L
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N
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
75
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
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
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
?
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
S
I
S
I
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d
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p
e
n
d
e
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
S
I
S
D
U
B
L
I
N
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
76
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
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
1.01.01.0
1.1 1.3 1.3 1.3 1.2 1.2 1.3 1.1 1.7 1.7 1.5 1.4 1.2 1.2 1.1 1.1 1.2 1.3 1.4 1.5 1.7 1.9 2.1 2.2 2.4 2.5 2.6 2.7 2.8 2.9 2.9
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
N
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SITE PLANS -
PHOTOMETRICS
11/11/2022
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21022
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
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BASIS Traffic and Parking Management Plan
BASIS Independent Schools operates campuses spanning grades PreK-12 in neighborhoods throughout the
country. Given our experience operating in varied jurisdictions and establishing new schools in many
communities, we have spent considerable time and resources on refining our operational logistics to optimize
our traffic and parking management to enhance the neighborhoods we are a part of. We want to be good
partners. Through extensive extracurricular and after-school program offerings, student bussing programs and
strategic policies we have put into place, we are able to manage the traffic flow of parent, student and staff
vehicles to maximize safety on and off-site and limit impacts to our neighbors and local communities.
Additionally, through our policies and procedures, we are able to limit parking requirements for our sites. It is
also important to highlight that due to the highly academic nature of our schools and thus their unique stature
within the metropolitan area, the overall catchment area (physical area over which our families reside) will be
substantially larger than that of a public school or even many private schools. Given that in many cases the drive
to school is not ‘around the block’ as with a local public high school, our schools have higher private bus
ridership and lower student driver rates than may typically be expected.
Basic Assumptions
At the capacity proposed by the CUP submittal, there would be a maximum of 800 students total, with 420
maximum students in 14 classrooms in grades 6 through 8 and 380 maximum students in 24 classrooms in
grades 9 through 12, and a maximum of 100 faculty and staff members on site. Based on experience at our
current schools and recent market research for Dublin, as well as specific driving rules that will be set for this
site, we are basing our traffic and parking demand on the following projections:
•Alternative Transportation (walk, bike or public transportation to school)
o 5% of maximum on-site staff: 5 people
o 3% of maximum students: 24 students
•School Bus
o 30% of maximum students: 240 students
•Private Cars
o 95% of maximum on-site staff: 90 staff
o 67% of maximum students: 476 students
•Carpool Rate: Historically approximately 25% of our students have a sibling attending the school with 2+
students per family reducing the number of cars that are picking-up after school. We also have an
approximate 5% carpool rate for student families who are neighbors, leading to an approximate 30%
carpool rate for students overall. Finally the approximate carpool rate for staff is around 5% as well.
Taking this into consideration, the projected private car rates are:
o 95% of 95 maximum staff: 90 cars
o 70% of 476 maximum students: 334 cars
•Staff and Student Parking: At BASIS Dublin, 132 parking spaces will be made available to school staff and
students, with staff given first choice and the remainder made available to students of driving age.
When school is in session, it is projected of the 100 staff 90 will use parking spaces (10% alternative
transportation and carpool rate) and 42 will be available for student cars carrying 60 students (30%
carpool rate), but in all staff and student count combinations a maximum of 132 parking spaces will be
used.
•Visitor Parking: 15 parking spaces will be made available to school visitors on a daily basis, and based on
operations at our other schools we assume these will typically be about 60% filled, or 9 cars using them
and 6 commonly left open.
ATTACHMENT 3
81
Loading - Staggered Student Arrival Times
Student arrival occurs on a staggered schedule in the morning; the times listed below are our projected
operating schedule. Students have the option to start in an early morning elective (P0 period) with a start time
at 7:30am while students who start at P1 period have a start time at 8:25am. Approximately 20% of students
elect the early start option and approximately 80% start at the standard later time. Car arrivals are scheduled
for the half hour preceding each start time, and bus arrivals are staggered in two 15 minute periods within each
half hour arrival time.
Based on these factors, the numbers in the below table represent the projected number of cars that we
anticipate for each dismissal time.
Bell
Schedule
Arrival
Times
% of
Student
Body
Total
Student
Count
Students
Driving &
Parking
Students
on bus
Students
on
Alternate
Trans
Students
in
Loading
Cars
Loading
Cars after
Carpool
Factor
7am
campus
opens
P0 Start
Time -
7:30am
7:00 –
7:30am 20% 160 12 48 5 95 67
P1 Start
Time -
8:25am
7:55-
8:25am 80% 640 48 192 19 381 267
Total 100% 800 60 240 24 476 334
Car Line Drop-Off Procedures
To expedite the car line during the scheduled arrival times there are a variety of tools that all of our schools use:
• Students are responsible for entering the building and reporting either to an early care program or to
their first class.
• There are administrative staff with radios that help to guide parents, move cars in an ‘airport departure
drop-off style’, and locate and help unload students if necessary. A security guard is also often used to
supplement the administrative team and assist in more authoritatively directing traffic.
• Cones, delineators and surface striping are placed in key areas to direct traffic in the correct flow.
• Car and bus drop-off times using the drop off lane are separated and specifically scheduled.
• Parking lot safety policies, drop-off and pick- procedures are part of the Parent and Student Guidebook
that is customized for each campus and contractually obligates parents and students to abide by these.
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Loading - Staggered Student Dismissal Times
Student dismissal occurs on a staggered schedule in the afternoon; the times listed below are our projected
operating schedule. Students who choose the early start time with an early morning elective (P0 period) have
dismissal at 2:55pm (P7 period) while students who start at the standard start time (P1 period have dismissal at
3:50pm. Approximately 35% of upper school students elect the early start option. All students in these two
groups also have the option to participate in club and sports activities that end at 5:00pm. Historically, 15% of
our students are scheduled to leave the school in the half our after P7 period, 50% are scheduled to leave the
school in the half hour after P8 period, and 35% participate in clubs and leave the school in the half hour after
they finish.
Based on these factors, the numbers in the below table represent the projected number of cars that we
anticipate for each dismissal time.
Bell
Schedule
Departure
Times
% of
Student
Body
Total
Student
Count
Students
Driving &
Parking
Students
on bus
Students
on
Alternate
Trans
Students
in
Loading
Cars
Loading
Cars after
Carpool
Factor
P7 End
Time -
2:55pm
2:55-
3:25pm 15% 120 9 36 4 71 50
P8 End
Time –
3:50pm
3:50-
4:20pm 50% 400 30 120 12 238 167
Clubs End
Time –
5:00pm
5:00-
5:30pm 35% 280 21 84 8 167 117
Total 100% 800 60 240 24 476 334
Car Line Pick-Up Procedures
To expedite the car line during the departure times there are a variety of tools that all of our schools use:
• In schools with younger students, teachers escort students in grades PreK-5 to the pick-up area where
they lined up for pick-up. Siblings are instructed to meet with the youngest sibling in the family.
• Students in grade 6-12 are responsible for exiting the building for pick up and wait in a designated areas
for bus and car loading students.
• There are administrative staff with radios that help to guide parents, move cars in an ‘airport departure
drop-off style’, and locate and help load students. A security guard is also often used to supplement the
administrative team and assist in more authoritatively directing traffic
• Numbered car placards are issued to parents to place on their dashboard to help match students up
with their parents’ car.
• Cones, delineators and surface striping are placed in key areas to direct traffic in the correct flow.
• Car and bus pick-up times using the pick-up lane are separated and specifically scheduled.
• Parking lot safety policies, drop-off and pick- procedures are part of the Parent and Student Guidebook
that is customized for each campus and contractually obligates parents and students to abide by these.
83
Parking
As a private school we are able to create and enforce policies with our Faculty, Staff, Parents and Students in
order to effective manage on-site parking. We also have the ability to offer creative incentives to encourage
desirable behavior and, as needed, we can also enforce penalties.
Faculty and Staff Parking
• BASIS Independent Schools uses a creative set of policies and incentives to limit the necessity of on-site
staff parking.
• All faculty and staff are allowed to ride student bus transportation free of charge and are encouraged to
use it if it is convenient to their homes.
• BASIS Independent offers a ’commuting benefit’ for all employees through our benefits program that
allows for monthly public transport passes to be purchased pre-tax
• Carpooling is encouraged and can be incentivized as necessary to achieve the campus’s target staff
parking count.
Student Parking
• As a private school, we are able to drastically limit the number of spaces that are available for student
parking and to implement policies to enable this to function successfully.
• Parking policies are outlined in our Parent/Student Handbook – a contractual agreement between
parents and the school. The handbook is specifically updated for each campus to denote prohibited
parking areas (neighboring streets, neighboring businesses etc.) and prohibited behaviors (eg ignoring
on-site traffic monitors and directional postings).
• When upper grades are on a campus, students driving to school must obtain a parking permit from the
school. Due to limited parking, student parking permits will be distributed on a lottery basis each
trimester. Parking permits must be displayed when parking in a designated student spot and students
are expected to adhere to all traffic laws, school policies, and posted speed limits while on school
grounds. Parking without a permit and/or parking off site on neighboring streets is strictly prohibited.
Failure to follow any of the policies may result in disciplinary action, including revocation of parking
privileges or suspension.
• Parking permits are issued up to the number of available parking spaces and the remaining students are
not permitted to drive to school. At Dublin, there will be 132 spaces available to staff and students.
BASIS staff will be given first choice to parking spaces (100 maximum / 90 projected to be used based on
10% alternative transportation and carpooling rate) and those unclaimed will be made available to
students (132 maximum, 42 projected, 32 minimum).
• Given the highly academic nature of our schools, the overall catchment area (physical area over which
our families reside) will be substantially larger than that of a public school or even many private schools.
Given that in many cases the drive to school is not ‘around the block’ as with a local public high school,
our schools have higher private bus ridership and parent drop-offs in high school than might typically be
expected. Our BASIS campus in San Jose, for example, has just 10 student drivers this year out of 254
students age eligible drivers in the 10th, 11th, and 12th grades, all of which we were easily able to
accommodate with on-site parking with a lottery.
84
Event Parking
• As a private school, we carefully craft the nature, frequency, timing, and location of our events to
function best with our physical campus while still serving the needs of our families.
• School events are segmented by grade to limit the number of parent cars parked in the school lot during
school hours.
• Larger multi-grade events are scheduled after normal school hours when there is more space available
in the parking lot.
• School wide events are scheduled after hours or on the weekends and additional measures are taken
when needed such as valet parking attendants and traffic coordinators.
• Many of our largest events are scheduled off site at other local venues with greater capacities.
85
Balancing Functionality and Livability since 1995
w-trans.com
TRAFFIC ENGINEERING
TRANSPORTATION PLANNING
March 21, 2023
Prepared for the City of Dublin
Submitted by
W-Trans
Transportation Impact Study for the
BASIS School Project
Attachment 4
86
87
i Transportation Impact Study for the BASIS School Project
March 21, 2023
Table of Contents
Executive Summary .................................................................................................................................................................. 1
Introduction ................................................................................................................................................................................. 2
Transportation Setting ............................................................................................................................................................. 4
Project Data ................................................................................................................................................................................. 5
Circulation System .................................................................................................................................................................... 8
Safety Issues .............................................................................................................................................................................. 13
Capacity Analysis .................................................................................................................................................................... 17
Conclusions and Recommendations ............................................................................................................................... 24
Study Participants and References ................................................................................................................................... 25
Figures
1. Study Area and Existing Lane Configurations .................................................................................................................. 3
2. Site Plan ......................................................................................................................................................................................... 6
3. Existing Traffic Volumes ......................................................................................................................................................... 19
4. Near-Term Traffic Volumes ................................................................................................................................................... 20
5. Project Traffic Volumes ........................................................................................................................................................... 22
6. Near-Term plus Project Traffic Volumes ........................................................................................................................... 23
Tables
1. Trip Generation Summary ....................................................................................................................................................... 5
2. Trip Distribution Assumptions ............................................................................................................................................... 7
3. Bicycle Facility Summary ....................................................................................................................................................... 10
4. Transit Routes ............................................................................................................................................................................ 11
5. Left-Turn Queues at Regional Street/Dublin Boulevard ............................................................................................. 14
6. Signalized Intersection Level of Service Criteria ............................................................................................................ 17
7. Existing Peak Hour Intersection Levels of Service ......................................................................................................... 18
8. Near-Term Peak Hour Intersection Levels of Service ................................................................................................... 18
9. Near-Term and Near-Term plus Project Peak Hour Intersection Levels of Service ............................................ 21
Appendices
A. Queuing Worksheets
B. Intersection Peak Hour Volumes
C. Intersection Level of Service Calculations
88
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1 Transportation Impact Study for the BASIS School Project
March 21, 2023
Executive Summary
The BASIS School Project would be located at 7950 Dublin Boulevard in the City of Dublin. The school proposes to
occupy an existing 81,575 square-foot office building and construct a new 9,134 square-foot gym and sports field.
The project is expected to generate an average of 2,551 net-new daily trips, including 528 a.m., 240 school p.m.,
and 181 p.m. peak hour trips.
Pedestrian, bicycle, and transit facilities within the study area are generally adequate and would be improved once
the planned future facilities identified in the City’s draft Bike and Pedestrian Plan are completed. However, further
study (conducted once the school opens) is recommended to determine whether a midblock pedestrian crosswalk
with or without active enhancements, such as Rectangular Rapid Flashing Beacons (RRFB), is appropriate to
facilitate pedestrian movement between the project site and nearby retail centers as well as to the BART station.
This pedestrian amenity is consistent with the policies described in the Downtown Dublin Specific Plan.
Vehicles would primarily access the project site via driveways on Dublin Boulevard and Regional Street. Sight
distances at these driveways for both entering and exiting drivers is adequate for the approach speeds.
The vehicle queue length would exceed available storage in the Regional Street/Dublin Boulevard northbound
left-turn lane during the a.m. peak hour upon the addition of project-related traffic. To increase the storage
capacity and vehicle throughput of this facility, it is recommended that the left-turn lane be extended and a center
left-turn lane be added by modifying the striping and eliminating on-street parking. Optimization of traffic signal
timing would also increase vehicle throughput at this intersection. Further study is also recommended to
determine whether traffic operations elsewhere along the corridor would degrade since all the signalized
intersections along the Dublin Boulevard corridor are under coordination and influence one another.
The proposed Traffic and Parking Management Plan prepared by the BASIS school is reasonably expected to result
in acceptable operations.
The intersections at San Ramon Road/Dublin Boulevard, and Regional Street/Dublin Boulevard were evaluated for
this study. The addition of project-related volumes at Regional Street/Dublin Boulevard is expected to degrade
LOS from D to F during the a.m. peak hour. However, this is not considered an adverse condition based on the
traffic operation standards described in the City’s Downtown Dublin Specific Plan.
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Introduction
This report presents an analysis of the potential traffic impacts and adverse operational effects that would be
associated with development of the proposed BASIS Independent School to be located at 7950 Dublin Boulevard
in the City of Dublin. The traffic study was completed in accordance with the criteria established by the City of
Dublin and is consistent with standard traffic engineering techniques.
Prelude
The purpose of a traffic impact study is to provide City staff and policy makers with data that they can use to make
an informed decision regarding the potential transportation impacts of a proposed project, and any associated
recommended improvements to comply with the City’s General Plan, or other policies. Vehicular traffic service
levels at key intersections were evaluated for consistency with General Plan policies by determining the number
of new trips that the proposed use would be expected to generate, distributing these trips to the surrounding
street system based on anticipated travel patterns specific to the proposed project, then analyzing the effect the
new traffic would be expected to have on the study intersections and need for improvements to maintain
acceptable operation.
Project Profile
The BASIS School proposes to move into an existing 81,575 square foot office building at 7950 Dublin Boulevard,
as well as construct a new 9,134 square foot gym building and sports field. The proposed school is assumed to be
comprised of 420 middle school students and 380 high school students (800 students total). The school is
proposed to open in September 2024. The location of the project site is shown in Figure 1.
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Not to Scale
Project Site
1 2A
B
Figure 1 – Study Area and Existing Lane Configurations
Study Intersection
Study Driveway
LEGEND
1 2 A B
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Transportation Setting
Study Area and Periods
The study area varies depending on the topic. For pedestrian trips it consists of all streets within a half-mile of the
project site that would lie along primary routes of pedestrian travel, or those leading to nearby residential or
commercial areas. For bicycle trips it consists of all streets within one mile of the project site that would lie along
primary routes of bicycle travel. For the safety and operational analyses, it consists of the project frontage and the
following intersections selected with input from City staff:
1. San Ramon Road/Dublin Boulevard
2. Regional Street/Dublin Boulevard
It is noted that the two project driveways were not considered as study intersections. The California Vehicle Code
defines an intersection as “the area embraced within the prolongation of the lateral curb lines, or, if none, then
the lateral boundary lines of the roadways, of two highways which join one another at approximately right angles
or the area within which vehicles traveling upon different highways joining at any other angle may come in
conflict.” This definition specifies that intersections are created where two “highways,” or public streets, intersect.
As driveways are not public streets, where they connect with a public road is not an intersection, so it would be
unreasonable to evaluate it as such. The driveway connection should, however, be evaluated for operational issues
such as adequacy of sight distance, need for turn lanes, and delay may be relevant in some cases, though it would
not be associated with a Level of Service.
Operating conditions during the traditional a.m. and p.m. commute peak periods were evaluated to capture the
highest volumes on the local transportation network. The morning peak hour occurs between 7:00 and 9:00 a.m.
and reflects conditions during the home to work or school commute, and the p.m. peak hour occurs between 4:00
and 6:00 p.m. and typically reflects the highest level of congestion during the homeward bound commute.
Additionally, the afternoon peak period of 2:00 to 4:00 p.m. was evaluated to capture the effects of traffic at the
end of the school day. Counts were obtained for the study intersections on November 10, 2022, while local schools
were in session.
Study Intersections
San Ramon Road/Dublin Boulevard is a four-legged signalized intersection with protected left-turn phasing on
all approaches. Crosswalks with pedestrian phasing are available on all but the southern leg of the intersection.
Regional Street/Dublin Boulevard is a four-way signalized intersection with protected left-turn phasing on all
approaches. Marked crosswalks with pedestrian phasing exist on all legs of the intersection.
The locations of the study intersections and the existing lane configurations and controls are shown in Figure 1.
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Project Data
Trip Generation
The project consists of a school which would repurpose an existing 81,575 square foot office building as well as
construction of a new gymnasium and sports fields. The proposed project site plan is shown in Figure 2.
The anticipated trip generation during the a.m. and school p.m. peak hours for the proposed project was
estimated based on March 2017 observations conducted at the BASIS Independent Silicon Valley Campus located
at 1290 Parkmoor Avenue in San Jose. To estimate the daily and p.m. peak hour trip generation, published
standard rates for “Private School (K-8)” (ITE LU #530) and “Private High School” (ITE LU #534) from the Institute of
Transportation Engineers (ITE) in Trip Generation Manual, 11th Edition, 2021, were used. These land uses were
selected as they represented the most appropriate land uses available in the Trip Generation Manual. It is noted
that the new gym building and sports field would not be open to the public and as such would not independently
generate any new vehicle trips. Trip credits related to the existing building on site were not applied since the
building was unoccupied and therefore not generating any trips on the date (November 10, 2022) that traffic
counts were conducted. Trip reductions attributable to private bus use, carpooling and alternate transportation
modes (walking, biking, or using transit) are assumed to be included for the a.m. and school p.m. peak hours only
since the trip generation estimate is based on observations conducted at another similar BASIS campus. To
provide a conservative analysis, reductions were not applied to the daily and p.m. peak hour trip generation
estimates.
Total Project Trip Generation
The proposed project is expected to generate an average of 2,551 trips per day, including 528 trips during the a.m.
peak hour, 240 during the school p.m. peak hour, and 181 during the p.m. peak hour. These new trips represent
the increase in traffic associated with the project compared to existing conditions. For informational purposes, the
most comparable ITE rates and resulting trips are also provided. These results are summarized in Table 1.
Table 1 – Trip Generation Summary
Land Use Std Daily AM Peak Hour School PM Peak Hour PM Peak Hour
Rate Trips Rate Trips In Out Rate Trips In Out Rate Trips In Out
School 800 0.66* 528 267 261 0.30* 240 122 118
Private (K-8) 420 4.11 1,726 0.26 109 50 59
Private HS 380 2.17 825 0.19 72 28 44
Total 2,551 528 267 261 240 122 118 181 78 103
Informational Use Only, Based on ITE Rates
Private (K-8) 420 4.11 1,726 1.01 424 237 187 0.60 252 118 134 0.26 109 50 59
Private HS 380 2.17 825 0.66 251 148 103 0.40 152 59 93 0.19 72 28 44
Subtotal (ITE) 2,551 675 385 290 404 177 227 181 78 103
Note: * Estimated using observations at BASIS Independent Silicon Valley Campus; std = students
Trip Distribution
The pattern used to allocate new project trips to the street network was based on volume plots from the City of
Dublin Travel Demand Model (most recently updated in 2021) with manual adjustments applied for rounding. The
applied distribution assumptions and resulting trips are shown in Table 2.
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Figure 2 – Site Plan
Source: Inhabit Design 11/22
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Table 2 – Trip Distribution Assumptions
Route Percent Daily Trips AM Trips School PM Trips PM Trips
To/From North on San Ramon Blvd 30% 765 158 72 54
To/From South on San Ramon Blvd 40% 1,020 212 96 73
To/From West on Dublin Blvd 14% 357 74 34 25
To/From East on Dublin Blvd 12% 306 63 29 22
To/From North on Regional St 3% 77 16 7 5
To/From East on St. Patrick Wy 1% 26 5 2 2
TOTAL 100% 2,551 528 240 181
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Circulation System
This section addresses the first transportation bullet point on the CEQA checklist, which relates to the potential
for a project to conflict with a program, plan, ordinance, or policy addressing the circulation system, including
transit, roadway, bicycle, and pedestrian facilities.
Pedestrian Facilities
Existing and Planned Pedestrian Facilities
Pedestrian facilities include sidewalks, crosswalks, pedestrian signal phases, curb ramps, curb extensions, and
various streetscape amenities such as lighting, benches, etc. In the vicinity of the project site, sidewalks,
crosswalks, pedestrian signals, and curb ramps provide connected access for pedestrians. However, there is a gap
in the sidewalk network on the west side of San Ramon Road to the south of Dublin Boulevard.
• Dublin Boulevard – Continuous sidewalks are provided on both sides of Dublin Boulevard to the east of
Hansen Drive. A network of curb ramps, crosswalks with pedestrian phasing at signalized intersections, and
overhead lighting exists. Dublin Boulevard provides access to commercial and residential areas within the City
of Dublin.
• San Ramon Road – Continuous sidewalks are provided on both sides of San Ramon Road north of Dublin
Boulevard and only on the west side of the road south of Dublin Boulevard. Overhead streetlights are
provided on San Ramon Road.
• Regional Street – Sidewalks are provided on both sides of Regional Street. Curb ramps and crosswalks with
pedestrian phasing exist at both intersections along the street and overhead lighting is provided. Regional
Street provides access to adjacent commercial land uses.
• The Saint Patrick Way extension to Regional Street is currently under construction and is included as part of
the pedestrian priority network according to the Downtown Dublin Specific Plan.
Midblock Pedestrian Crossing on Regional Street
A midblock crosswalk would provide a direct path between land uses on either side of Regional Street and
encourage active transportation, especially among students.
As a preliminary step to evaluate the potential use of enhancements at crossings for pedestrians, warrant analyses
were conducted for Regional Street relative to the need for a High-intensity Activated crossWalK (HAWK),
Rectangular Rapid Flash Beacons (RRFB), or other intersection crossing enhancements.
The analysis was based on the HAWK warrants from the California Manual on Uniform Traffic Control Devices (CA
MUTCD) as well as Improving Pedestrian Safety at Unsignalized Crossings, from the National Cooperative Highway
Research Program (NCHRP) Report 562. These methodologies use the number of pedestrian crossings, the volume
of vehicle traffic, vehicle travel speeds and pedestrian crossing distance to determine whether enhanced
pedestrian crossing facilities are appropriate. Under existing conditions, warrants are not met since there are few
pedestrian crossings. However, it is reasonable to assume that pedestrian use may currently be relatively low given
the lack of existing midblock pedestrian crossing infrastructure between the project driveway and Dublin Retail
Center to the east.
Therefore, a sensitivity analysis was conducted to determine the number of pedestrians that would need to be
present during the peak hour for each location to meet warrants for enhancements. Analysis was performed based
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on school p.m. peak hour Near-Term 2024 plus project volumes described in more detail in the following section.
It was assumed that vehicles along Regional Street travel at the posted speed limit of 30 miles per hour.
From this sensitivity analysis it was concluded that 20 pedestrians would need to cross Regional Street during the
school p.m. peak hour to meet the crosswalk warrant, and 27 pedestrians would be needed to meet the
active/enhanced crossing treatment warrant. Given the retail land uses and BART station nearby as well as the
future extension of Saint Patrick Way, it is reasonable to assume that the number of pedestrian crossings at this
location would increase upon opening of the BASIS School. Therefore, once school operations have begun, further
study may be necessary to confirm the number of pedestrian crossings at this location.
Additionally, the Downtown Dublin Specific Plan (DDSP) establishes a goal that pedestrian connections between
shopping centers should be encouraged. This is interpreted by City staff to mean that a connected pedestrian
network is encouraged between pedestrian-generating land uses such as shopping centers instead of strictly
meaning that pedestrian connections should only be between shopping centers.
Therefore, to fulfill the goal of establishing pedestrian connections between land uses, a striped crosswalk is
recommended near the project driveway along Regional Street. Any future crosswalk should be located south of
the project driveway to minimize the potential for conflicts with vehicles turning left toward Dublin Boulevard and
include advance pedestrian pavement markings (high-visibility continental or ladder crosswalks and appropriate
“sharks teeth” yield lines) and warning signs consistent with the most recent standards from the CA MUTCD.
Application of advance “sharks teeth” yield markings are intended to indicate the preferred vehicle waiting
positions thereby preserving driver sight lines in the event that vehicle queues extend beyond the crosswalk from
the Regional Street/Dublin Boulevard intersection.
Additionally, a pedestrian pathway between the school buildings and Regional Street is also recommended to
provide a clearly marked route between the school and sidewalks on Regional Street since this route is along the
shortest path between the school and land uses to the east including the BART station, and various residential
units, and retail centers. Any future pedestrian pathway should be constructed to satisfy the minimum federal
accessibility requirements as described in The Americans with Disabilities Act (ADA).
Project Effects on Pedestrian Facilities
Given the proximity of commercial and residential uses surrounding the proposed school, as well as the proximity
to a BART station, it is reasonable to assume that some students and staff will want to walk, bicycle, and/or use
transit to reach the school.
Project Site – The project would include paved walking connections between each building, sports fields and to
nearby retail shops along Dublin Boulevard. It is noted that dedicated pedestrian pathways between the project
site and Regional Street are not included in the proposed project. Although it is desirable to avoid pedestrian
conflicts with vehicles as much as possible, the placement of pedestrian walkways spanning drive-aisles are
acceptable based on the availability of unobstructed sight lines between drivers and pedestrians using the
walkway, combined with the expected slow operating speeds of vehicles using the parking lots.
Finding – It is reasonable to assume that the pedestrian activity within the study area would increase upon the
opening of the BASIS School. According to the NCHRP 562 methodology, a midblock pedestrian crossing with
signing and markings only or an active/enhanced crossing treatment would be warranted if 20 or 27 pedestrians,
respectively, are to cross Regional Street within the school p.m. peak hour.
Recommendation – Further study to determine whether the installation of a midblock crosswalk, potentially with
enhanced crossing treatment, is recommended on Regional Street. A crosswalk at this location would comply with
policies described in the Downtown Dublin Specific Plan. The crosswalk should be located along Regional Street
south of the project driveway and include advance pedestrian warning signs and pavement markings consistent
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with current CA MUTCD standards. A clearly marked pedestrian pathway between the school and sidewalks on
Regional Street is also suggested.
Bicycle Facilities
Existing and Planned Bicycle Facilities
The Highway Design Manual, Caltrans, 2020, classifies bikeways into four categories:
• Class I Multi-Use Path – a completely separated right-of-way for the exclusive use of bicycles and pedestrians
with cross flows of motorized traffic minimized.
• Class II Bike Lane – a striped and signed lane for one-way bike travel on a street or highway.
• Class III Bike Route – signing only for shared use with motor vehicles within the same travel lane on a street
or highway.
• Class IV Bikeway – also known as a separated bikeway, a Class IV Bikeway is for the exclusive use of bicycles
and includes a separation between the bikeway and the motor vehicle traffic lane. The separation may
include, but is not limited to, grade separation, flexible posts, inflexible physical barriers, or on-street parking.
In the project area, Class II bike lanes exist on Dublin Boulevard, San Ramon Road, and Regional Street. A Class I
Multi-use Path or Class IV Bikeway is proposed along Dublin Boulevard for 4.4 miles between Kelly Canyon Drive
and Scarlett Drive. Bicyclists ride in the roadway and/or on sidewalks along all other streets within the project
study area. Table 3 summarizes the existing and planned bicycle facilities in the project vicinity, as contained in
the Dublin Bicycle and Pedestrian Plan (adopted in January 2023).
Table 3 – Bicycle Facility Summary
Status
Facility
Class Length
(miles)
Begin Point End Point
Existing
Regional St II 0.4 Amador Valley Blvd End of Regional St
San Ramon Rd II 1.5 Alcosta Blvd Dublin Blvd
Golden Gate Dr II 0.2 Dublin Blvd St Patrick Way
St Patrick Way II 0.1 Golden Gate Dr Amador Plaza Rd
Dublin Blvd II 0.6 Silvergate Dr (750’ west) San Ramon Rd
Dublin Blvd III 1.0 San Ramon Rd Alamo Canal Trail
Planned
Downtown Dublin I 0.7 San Ramon Rd Amador Plaza Rd
Dublin Blvd I/IV 4.4 Kelly Canyon Dr Scarlett Dr
St Patrick Way II 0.2 Regional St Golden Gate Dr
Source: Dublin Bicycle and Pedestrian Plan, 2023
Project Effects on Bicycle Facilities
Existing and future bicycle facilities, including bike lanes on San Ramon Road, Saint Patrick Way and Regional
Street, together with shared use of minor streets provide adequate access for bicyclists within the vicinity of the
project site.
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Finding – Bicycle access to the site is adequately served by a network of bicycle facilities.
Transit Facilities
Existing Transit Facilities
The Livermore Amador Valley Transit Authority (LAVTA) Tri-Valley Wheels bus service provides fixed route bus
service in Dublin, Pleasanton, and Livermore. The closest stops to the proposed project site serve Wheels Bus
Route 30R and are located approximately 0.2 miles east of the project site, with the eastbound stop located at
Dublin Boulevard/Regional Street and the westbound at Dublin Boulevard/Golden Gate Drive. Route 30R provides
daily service to destinations between West Dublin/Pleasanton Bay Area Rapid Transit (BART) and Livermore.
The West Dublin/Pleasanton BART station is located approximately 0.5 miles from the project site. The station is
along the “blue line” that operates direct train service between the Daly City and Dublin/ Pleasanton stations.
Connecting service to other BART lines is available via a transfer at the Bay Fair or other stations. Existing transit
routes and their operating schedules are summarized in Table 4.
Table 4 – Transit Routes
Transit
Agency
Distance to
Stop (mi)1
Service Connection
Days of Time Frequency
Route Operation
Livermore Amador Valley Transit Authority Tri-Valley Wheels
Route #30R 0.4
Mon – Fri
Sat
Sun
5:52 a.m. – 9:52 p.m.
6:27 a.m. – 9:58 p.m.
6:19 a.m. – 9:50 p.m.
30 minutes
1 hour
1 hour
West Dublin BART
to Livermore
Bay Area Rapid Transit
West Dublin/
Pleasanton 0.5
Mon – Fri
Sat
Sun
5:09 a.m. – 1:32 a.m.
5:47 a.m. – 1:32 a.m.
7:12 a.m. – 1:32 a.m.
15 minutes
30 minutes
30 minutes
Daly City to
Dublin/Pleasanton
Note: 1 Defined as the shortest walking distance between the project site and the nearest bus stop
Source: wheelsbus.com; bart.gov
Two bicycles can be carried on all LAVTA Tri-Valley Wheels fixed-route buses. Bike rack space is on a first come,
first served basis. On BART trains, bicycles are allowed except in the first car or any crowded car. During commuting
hours, bikes are not allowed in the first three cars of any train. Cyclists must yield to other passengers and yield
priority seating to seniors and people with disabilities.
Paratransit Services
Wheels Dial-A-Ride provides paratransit services to eligible people with disabilities who live in Livermore,
Pleasanton, or Dublin. Additionally, BART provides paratransit services through lift vans to people with disabilities
who cannot ride BART trains. Paratransit services are provided by both through reservations only.
On-Demand Transportation Services
On-demand private vehicle services, such as Uber and Lyft, are available in the project area 24 hours a day. These
private vehicle services can be used for trips both within the local area and to further destinations, including transit
stops/stations and local airports.
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Project Effects on Transit Facilities
Development sites which are located within one-half mile (2,640 feet) of a transit stop are generally considered to
be adequately served by transit. Existing transit routes were reviewed and determined to be adequate to
accommodate project-generated transit trips. Existing stops are within an acceptable walking distance of the site
and would be accessible via the existing sidewalk network in the study area.
Additionally, per the school’s proposed Traffic and Parking Management Plan, up to 30 percent of the students
and a portion of the staff are expected to use the free private school bus, which would alleviate the use of the
nearby public transit options.
Finding – The project site is adequately served by transit since existing transit stops are less than one-half mile
away and students are expected to use the school’s private bus service.
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Safety Issues
The potential for the project to impact safety was evaluated in terms of the adequacy of sight distance and need
for turn lanes at the project accesses as well as the adequacy of stacking space in dedicated turn lanes at the
Regional Street/Dublin Boulevard intersection to accommodate additional queuing due to adding project-
generated trips and need for additional right-of-way controls. This section addresses the third transportation
bullet on the CEQA checklist which is whether or not the project would substantially increase hazards due to a
geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm
equipment).
Site Access
The proposed project is primarily accessed via two existing driveways. One of these driveways is located on Dublin
Boulevard, approximately 270 feet east of San Ramon Road, while the other is located on Regional Street,
approximately 380 feet south of Dublin Boulevard. The Dublin Boulevard driveway has right-turn vehicle access
only since the raised median along Dublin Boulevard blocks all left-turn movements. Some drivers may also use
one of the two driveways just east of the Earl Anthony Dublin Bowl to access the project site from Regional Street
although use of these driveways by school related traffic will be discouraged via the Traffic and Parking
Management Plan. All four driveways are shared with several neighboring retail establishments such as Starbucks,
The Sleep Number Mattress Store, Video Only and the Earl Anthony Dublin Bowl.
The potential for vehicle conflicts between school-related vehicles and vehicles related to these adjacent land uses
may occur within the internal aisleways of the surrounding parking lots. However, given that vehicle speeds within
the parking lot and connecting internal aisles are relatively slow the potential for conflicts or collisions between
circulating vehicles is not expected to result in a safety issue as these areas have unobstructed sight lines and are
consistent with typical driver behavior and expectation within a parking lot.
An evaluation of vehicle delays leaving the site was conducted at each driveway which identified that an average
delay of no more than 25.9 seconds per vehicle would be expected once project-related vehicle trips are added
to the roadway network during any of the peak hours analyzed. This measure of delay is an acceptable amount
that is also consistent with the typical expectations of drivers exiting a parking lot.
Sight Distance
At driveways, a substantially clear line of sight should be maintained between the driver of a vehicle waiting to
enter the street and the driver of an approaching vehicle. The sight distances from the project driveways were
evaluated based on sight distance criteria contained in the Highway Design Manual published by Caltrans. The
recommended sight distances for driveway approaches are based on stopping sight distance and use the
approach travel speed as the basis for determining the recommended sight distance. Based on a design speed of
35 mph for Dublin Boulevard, the minimum stopping sight distance needed is 250 feet and based on a design
speed of 30 mph for Regional Street, the minimum stopping sight distance needed is 200 feet. A review in the field
shows that sight distance at the proposed project driveway location on Dublin Boulevard exceeds 250 feet to the
west; sight lines to the east were not evaluated due to the access constraints associated with the existing center
median island. Sight distance at the driveway on Regional Street exceeds 200 feet to the north and south. To
maintain this sight distance any vegetation near the project’s driveways should be trimmed to an appropriate
height of less than three feet and trees trimmed so that nothing hangs below a height of seven feet from the
surface of the roadway.
For a motorist traveling northbound on Regional Street intending to turn left into the project driveway, the
stopping sight distance looking north along Regional Street is also greater than 200 feet, providing adequate
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visibility to allow a following driver to observe and react to a vehicle that may slow before moving into the left-
turn pocket before entering the driveway.
Finding – Adequate sight distance is available at the proposed project driveway locations to accommodate all
turns entering and exiting the site.
Recommendation – To preserve a minimum sight distance of 250 feet at each driveway access point, it is
recommended that vegetation along the project frontage be trimmed and maintained.
Queuing
Left-Turn Lane Queuing
The City of Dublin does not prescribe thresholds of significance regarding queue lengths. However, an increase in
queue length due to project traffic was considered a potentially adverse condition if the increase would cause the
queue to extend out of a dedicated turn lane into a through traffic lane, or the back of queue into a visually
restricted area, such as a blind corner, or an adjacent intersection. If queues would already be expected to extend
past a dedicated turn lane or into a visually restricted area without project traffic, the lengthening of the queue
due to project traffic so that it would exceed a second threshold was considered to constitute a potentially adverse
effect.
Regional Street/Dublin Boulevard
Under each scenario, the projected maximum queues in left-turn pockets at the Regional Street/Dublin Boulevard
intersection were determined based on the queuing reports as provided by Synchro. Summarized in Table 5 are
the predicted left-turn queue lengths for the approaches. Copies of the queuing reports are contained in Appendix
A.
Table 5 – Left-Turn Queues at Regional Street/Dublin Boulevard
Study Intersection Available 95th Percentile Queues
Approach Storage AM Peak Hour School PM Peak Hour PM Peak Hour
E NT NT+P E NT NT+P E NT NT+P
Regional St
Northbound Left 120 90 113 346 189 262 418 175 263 452
Southbound Left 125 77 77 77 185 185 185 223 230 230
Dublin Blvd
Eastbound Left 275 219 220 236 253 265 274 238 252 246
Westbound Left 220 64 64 109 99 99 117 125 125 138
Notes: All distances are measured in feet; E = existing conditions; NT = near-term conditions; NT+P = near-term plus
project conditions; Bold text = queue length exceeds available storage
Left-turn lane storage is expected to exceed the existing storage capacity on both the northbound and
southbound approaches of Regional Street during the school p.m. and p.m. peak hour with or without the addition
of project-related trips. Any vehicle spillover during these peak hours would restrict access to the adjacent through
lanes as well as at nearby driveways serving neighboring retail centers.
The addition of project-related traffic would increase the queue length by 233 feet during the a.m. peak hour
which exceeds the storage length of the northbound left-turn lane. Based on the previously described definition,
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this is considered a significant impact for the a.m. peak hour only. To increase the storage capacity of the
northbound left-turn vehicle movements, on-street parking could be eliminated and the pavement striping along
Regional Street modified to provide a 130-foot-long northbound left-turn lane which transitions from a center
two-way left-turn lane (TWLTL) together with the existing travel lane and Class II bike lane in each direction.
The traffic signals along Dublin Boulevard between San Ramon Road and Dougherty Road are controlled by an
adaptive signal timing system capable of adjusting signal timing parameters based on real-time traffic flows along
the corridor. All signalized intersections along this corridor are currently operating under coordination and, as
such, are influenced by each other. Further in-depth study may be necessary to identify any potential changes in
service levels or queue lengths attributable to signal timing adjustments combined with the addition of project-
related trips along Dublin Boulevard.
Finding – Vehicle storage for the southbound and northbound left-turn lanes at the intersection of Regional
Street/Dublin Boulevard are expected to exceed the storage capacity with or without the addition of project-
related trips during the school p.m. and p.m. peak hours. Upon the addition of project-generated traffic, the
northbound left-turn lane would also exceed the available storage during the a.m. peak hour. Queue spillback in
these lanes would extend beyond the storage space and potentially restrict access to the adjacent through lanes
and driveways to neighboring land uses. This would be an adverse condition for the a.m. peak hour only.
Recommendation – On-street parking should be prohibited and the pavement striping along Regional Street
modified to provide one travel lane and Class II bike lane in each direction as well as a two-way left-turn lane and
130-foot-long northbound left-turn lane.
In addition to the recommended modifications to pavement striping along Regional Street, adjustments to the
signal timing at the intersection of Regional Street/Dublin Boulevard would also reduce the vehicle queue length
at the northbound left-turn lane. However, since all signalized intersections along this segment of Dublin
Boulevard are operated under coordination it is also recommended that further study be conducted to identify
whether any other changes in traffic operations would occur at other signalized intersections along the corridor
due to changing timing at this location. Modifications to the pavement striping and signal timing would
adequately increase both vehicle storage capacity and throughput for the northbound left-turn movement.
Drop-Off Lane Queuing
The proposed parking area includes a 280-foot-long drop-off area with storage capacity for 13 vehicles. The drop-
off lane queuing was analyzed for the morning drop-off period only because it represents the period with the
largest peak hour demand. As school traffic generally experiences short periods within the peak hour with
concentrated arrivals and departures before and after the school bells, a peak hour factor adjustment was used to
estimate the actual (design) flow rate of vehicles at the drop-off lanes. The use of a peak hour factor adjusts the
number of estimated vehicle arrivals to appropriately account for concentrated peaking that is typical for schools.
A peak hour factor of 1.0 means traffic levels are evenly spread out over the whole hour, and a lower number of
0.80 or less means traffic spikes for a short period during the hour, such as a school drop-off period.
Based on the school’s trip generation forecast there would be 261 vehicles per hour departing during the morning
peak hour; these were assumed to be vehicles dropping students off. Vehicle surveys conducted in March 2017
show that the peak hour factor for the BASIS Independent Silicon Valley Campus during the morning drop-off is
0.633, meaning there is a concentrated peak of traffic just before the school bell. This is equivalent to a design flow
rate of 412 vehicles per hour.
A sensitivity test was conducted to determine the slowest service rate that could accommodate the expected
demand considering the vehicle stacking area. Through this sensitivity test, it was determined that a service rate
of approximately one vehicle discharged every 8.5 seconds would result in a 95th percentile of 13 vehicles in the
queue and would have a low probability (5 percent) of exceeding thirteen vehicles in the queue at any point
during the drop-off period. Probabilities of 5 percent or less are generally considered to be acceptable. Through
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this process, it was determined that the successful operation of the drop-off lanes would rely on the quick
discharge of vehicles at a rate no slower than 8.5 seconds per vehicle during peak periods, or about 7.1 vehicles
per minute. Discharge rates which are slower than this would increase the probability that the queue would
exceed the available storage of the drop-off lanes during the peak periods.
It is also worth noting that it was assumed that the egress from the drop-off lane to either Dublin Boulevard or
Regional Street would be uninterrupted and clear of congestion. If a queue exists on the egress route for any
reason, the discharge at the drop-off lane would be compromised and the queue length would be extended.
On the rare occasion when the queue exceeds 13 vehicles, any additional vehicles would likely stack up in the
parking lot aisles which are able to accommodate at least 24 additional vehicles before extending beyond the
project site boundaries. Vehicles attempting to use the aisle would still be able to pass by using the opposing lane,
just as they would pass a vehicle waiting for a parking spot to become available in a crowded lot. Given that
parking lots are a low-speed environment, the short-term blockage of the drive-aisle is not expected to cause
difficulties as it is consistent with typical driver behavior and expectation within a parking lot.
Finding – Based on the estimated arrival rate and service rates, the available storage capacity of the drop-off lanes
is expected to be adequate if the drop-off lane can discharge at least one car every 8.5 seconds and vehicles can
exit onto either Dublin Boulevard or Regional Street. It is noted that if the queue exceeds 13 vehicles, any
additional vehicles will stack up in the project parking lot drive-aisle which is able to accommodate at least 24
additional vehicles.
Traffic and Parking Management Plan
BASIS Independent Schools developed a Traffic and Parking Management Plan (TPMP) based on their experience
operating other school campuses in the Bay Area. This plan was reviewed to evaluate its reasonableness for
application at this project site.
According to the TPMP, vehicle trip generation will be reduced and parking facilities managed by offering a series
of incentives to students and staff along with a system of remediation which is contractually enforceable as stated
in the Parent and Student Guidebook. These incentives include access to a free private bus service, staggered bell
schedule, extracurricular after-school activities and encouraging use of nearby public transit options. The plan also
includes measures to manage both the traffic flow of private vehicles and the use of parking facilities via strictly
enforced rules defining parking lot safety policies and the distribution of parking passes to a limited number of
students and staff. Parents are contractually obligated to abide by these rules as stated in the Parent and Student
Guidebook assigned to each family.
Finding – The proposed Traffic and Parking Management Plan would be reasonably expected to result in
acceptable operations.
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17 Transportation Impact Study for the BASIS School Project
March 21, 2023
Capacity Analysis
Intersection Level of Service Methodologies
Level of Service (LOS) is used to rank traffic operation on various types of facilities based on traffic volumes and
roadway capacity using a series of letter designations ranging from A to F. Generally, Level of Service A represents
free flow conditions and Level of Service F represents forced flow or breakdown conditions. A unit of measure that
indicates a level of delay generally accompanies the LOS designation.
The study intersections were analyzed using the signalized methodology published in the Highway Capacity
Manual (HCM), Transportation Research Board, 6th edition. This source contains methodologies for various types
of intersection control, all of which are related to a measurement of delay in average number of seconds per
vehicle. The signalized methodology is based on factors including traffic volumes, green time for each movement,
phasing, whether the signals are coordinated or not, truck traffic, and pedestrian activity. Average stopped delay
per vehicle in seconds is used as the basis for evaluation in this LOS methodology. For the purposes of this study,
delays were calculated using signal timing obtained from the City of Dublin.
The project driveways are not defined as intersections, though delays were analyzed using the “Two-Way Stop-
Controlled” intersection capacity method from the HCM. This methodology estimates the level of average delay
in seconds per vehicle for each minor turning movement.
The ranges of delay associated with the various levels of service are indicated in Table 6.
Table 6 – Signalized Intersection Level of Service Criteria
LOS A Delay of 0 to 10 seconds. Most vehicles arrive during the green phase, so do not stop at all.
LOS B Delay of 10 to 20 seconds. More vehicles stop than with LOS A, but many drivers still do not have to stop.
LOS C Delay of 20 to 35 seconds. The number of vehicles stopping is significant, although many still pass
through without stopping.
LOS D Delay of 35 to 55 seconds. The influence of congestion is noticeable, and most vehicles have to stop.
LOS E Delay of 55 to 80 seconds. Most, if not all, vehicles must stop and drivers consider the delay excessive.
LOS F Delay of more than 80 seconds. Vehicles may wait through more than one cycle to clear the intersection.
Reference: Highway Capacity Manual, 6th Edition, Transportation Research Board, 2018
Traffic Operation Standards
The City of Dublin established that the performance standard for signalized intersections is to maintain no worse
than LOS D as acceptable according to their Transportation Impact Analysis Guidelines, 2021. This translates to an
allowable average delay of 55 seconds. However, intersections within the Downtown Dublin Specific Plan area may
operate at LOS E or worse if the safety for pedestrians and bicyclists is maintained and effects to transit travel
speeds is minimized. This area includes the study intersections of Dublin Boulevard/San Ramon Road and Dublin
Boulevard/Regional Street.
Existing Conditions
The Existing Conditions scenario provides an evaluation of current operation based on existing traffic volumes
during the a.m., school p.m., and p.m. peak periods. Copies of the traffic count data sheets are provided in
106
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Transportation Impact Study for the BASIS School Project
March 21, 2023
Appendix B. This condition does not include project-generated traffic volumes. Volume data was collected on
November 10, 2022, while local schools were in session.
Under Existing Conditions both intersections operate acceptably at LOS C or D during all peak hours. A summary
of the intersection Level of Service calculations and delays is contained in Table 7. The existing traffic volumes are
shown in Figure 3, and copies of the calculations are provided in Appendix C.
Table 7 – Existing Peak Hour Intersection Levels of Service
Study Intersection
AM Peak School PM Peak PM Peak
Delay LOS Delay LOS Delay LOS
1. San Ramon Rd/Dublin Blvd 44.5 D 39.7 D 43.7 C
2. Regional St/Dublin Blvd 35.6 D 24.4 C 23.6 C
Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service
Near-Term Conditions
The Near-Term Conditions scenario includes existing traffic volumes plus the forecasted traffic demand due to
local and regional growth in the near-term, defined to occur by the year 2024. These turning movement forecasts
were developed using roadway segment volumes from the 2020 and 2040 City of Dublin travel demand models
to determine approach and departure link growth, then applying the Furness methodology to determine
individual turning movements at each intersection. It is noted that traffic associated with the future H-Mart project
(located at 7884 Dublin Boulevard) was also added to the expected near-term volumes. Under these projected
volumes both intersections would continue to operate acceptably at LOS C or D during all three peak hours. These
results are summarized in Table 8 and Near-Term volumes are shown in Figure 4.
Table 8 – Near-Term Peak Hour Intersection Levels of Service
Study Intersection
AM Peak School PM Peak PM Peak
Delay LOS Delay LOS Delay LOS
1. San Ramon Rd/Dublin Blvd 45.0 D 40.1 D 45.3 D
2. Regional St/Dublin Blvd 36.3 D 27.0 C 25.9 C
Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service
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Transportation Impact Study for the BASIS School Project
dub900-3.ai 01/23
Not to Scale
Project Site
1 2A
B
Figure 3 – Existing Traffic Volumes
[xx] PM School HourVolume
(xx) PM Peak HourVolume
xx AM Peak HourVolume
Study Intersection
Study Driveway
LEGEND
89 [103](159)
169[206](220)
341[576](652)
(311)[234]352
(345)[224]216
(223)[184]257
1
45 [97] (117)
464[556](661)
29 [55] (77)
(82) [69] 28
(1075)[889]654
(178)[181]145
2
652[871](995)
(56) [72]139
(1273)[1057]694
A
(2) [1] 0
(31)[26]25
B
108
Transportation Impact Study for the BASIS School Project
dub900-3.ai 01/23
Not to Scale
Project Site
1 2A
B
Figure 4 – Near-Term Traffic Volumes
[xx] PM School HourVolume
(xx) PM Peak HourVolume
xx AM Peak HourVolume
Study Intersection
Study Driveway
LEGEND
99 [119](176)
184[220](234)
372[638](713)
(318)[241]352
(362)[241]226
(233)[195]260
1
45 [97] (117)
504[577](682)
29 [55] (77)
(115)[102] 40
(1122)[936]681
(189)[192]147
2
A
654[976](1122)
(56) [72]139
(1399)[1170]775
(2) [1] 0
(31)[26]25
B
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21 Transportation Impact Study for the BASIS School Project
March 21, 2023
Project Conditions
Near-Term plus Project Conditions
With project-related traffic added to volumes for Near-Term Conditions, both intersections would be expected to
continue operating at LOS C or D during all peak hours studied, except that Regional Street/Dublin Boulevard
would operate at LOS F during the a.m. peak hour. These results are summarized in Table 9. Project traffic volumes
are shown in Figure 5. Near-term plus Project volumes are shown in Figure 6.
Table 9 – Near-Term and Near-Term plus Project Peak Hour Intersection Levels of Service
Study Intersection Near-Term Conditions Near-Term plus Project
AM Peak Sch PM Peak PM Peak AM Peak Sch PM Peak PM Peak
Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS
1. San Ramon Rd/Dublin Blvd 45.0 D 40.1 D 45.3 D 48.2 D 41.3 D 48.2 D
2. Regional St/Dublin Blvd 36.3 D 27.0 C 25.9 C 82.1 F 35.9 D 31.0 C
Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service; Bold text = deficient operation; Sch =
School
Finding – The addition of project-generated traffic results in no change in LOS for San Ramon Road/Dublin
Boulevard during any of the peak hours studied but would degrade operation from LOS D to F during the a.m.
peak hour and from LOS C to D during the school p.m. peak hour at Regional Street/Dublin Boulevard. However,
neither of these situations are considered an adverse condition based on the traffic operation standards described
in the City’s Downtown Dublin Specific Plan, which state that intersections within the specific plan area may operate
at LOS E or worse.
110
Transportation Impact Study for the BASIS School Project
Figure 5 – Project Traffic Volumes
79 [36](31)
37 [17](15)
105[48](42)
(11)[18]38
1
A
220[100](87)
(58)[91]198
(8)[13] 27
33[15](10)
(8)[13]27
(11)[12]27
(7) [8]16
2
(2) [2] 3
(86)[98]217
B
111
Transportation Impact Study for the BASIS School Project
Figure 6 – Near-Term plus Project Traffic Volumes
178[155](207)
221[237](249)
477[686](755)
(318)[241]352
(373)[259]264
(233)[195]260
1
874[1076](1209)
(114) [163]337
(1407)[1183]802
A45 [97] (117)
504[577](682)
62 [70] (87)
(123)[115] 67
(1133)[948]708
(196)[200]163
2
(4) [3] 3
(117)[124]242
B
112
24
Transportation Impact Study for the BASIS School Project
March 21, 2023
Conclusions and Recommendations
Conclusions
• The proposed project is expected to generate an average of 2,551 daily trips, with 528 trips during the a.m.
peak hour, 240 during the school p.m. peak hour, and 181 during the p.m. peak hour.
• Pedestrian, bicycle, and transit facilities are generally adequate to serve the project, though pedestrian
connectivity could be improved to comply with City policy.
• Sight lines at the project driveways are adequate for the approach speeds.
• For the Near-Term Condition, left-turn lane storage for the northbound and southbound Regional Street
approaches to Dublin Boulevard are exceeded with or without the project during the school p.m. and p.m.
peak hour scenarios considered. Upon the addition of project-generated traffic, the northbound left-turn lane
storage would be exceeded during the a.m. peak hour; this is potentially an adverse condition.
• Based on the estimated arrival rate and service rate for the morning drop-off period, the available storage
capacity of the drop-off lanes is expected to be adequate if the drop-off lane can discharge at least one vehicle
every 8.5 seconds.
• The Traffic and Parking Management Plan prepared by the BASIS school is reasonably expected to achieve
acceptable operations.
• Both signalized intersections currently operate acceptably and are expected to continue doing so under Near-
Term 2024 volumes.
• Upon adding project-generated traffic to the near-term volumes, the operation at the Regional Street/Dublin
Boulevard intersection would degrade from LOS D to F during the a.m. peak hour.
Recommendations
• Further study is recommended to determine whether the installation of a midblock crosswalk, potentially
with enhanced crossing treatments, is appropriate on Regional Street. A midblock crosswalk at Regional
Street would comply with policies described in the Downtown Dublin Specific Plan. The crosswalk should be
located along Regional Street south of the project driveway and include advanced pedestrian warning signs
and pavement markings consistent with current CA MUTCD standards. A pedestrian pathway, constructed to
satisfy the minimum federal accessibility requirements as described in The Americans with Disabilities Act
(ADA), between the school building and sidewalks on Regional Street is also recommended.
• To maintain adequate sight lines, all vegetation near the driveways on Dublin Boulevard and Regional Street
should be trimmed to ensure that all landscaping lies below three feet in height or above seven feet.
• Elimination of on-street parking and modification of the pavement striping along Regional Street is
recommended to provide one travel lane and one Class II bike lane in each direction as well as a two-way left-
turn lane and 130-foot-long northbound left-turn lane and increase vehicle storage capacity for this
movement.
• Optimization of traffic signal timing at Regional Street/Dublin Boulevard would increase vehicle throughput
and reduce vehicle queue lengths at the Regional Street approach. Further study is recommended to
determine whether traffic operations elsewhere along the corridor would degrade since all of the signalized
intersections along the Dublin Boulevard corridor are under coordination and influence each other.
113
25 Transportation Impact Study for the BASIS School Project
March 21, 2023
Study Participants and References
Study Participants
Principal in Charge Mark E. Spencer, PE
Senior Traffic Engineer Kenny Jeong, PE
Assistant Engineer Valerie Haines, EIT
Graphics Cameron Wong
Editing/Formatting Hannah Yung-Boxdell, Jessica Bender
Quality Control Dalene J. Whitlock, PE, PTOE
References
Bay Area Rapid Transit, https://www.bart.gov/schedules
California Manual on Uniform Traffic Control Devices for Streets and Highways Revision 6, California Department of
Transportation, 2021
California Vehicle Code, State of California, 2018,
http://leginfo.legislature.ca.gov/faces/codesTOCSelected.xhtml?tocCode=VEH&tocTitle=+Vehicle+Code+-
+VEH
Downtown Dublin Specific Plan, City of Dublin, 2022
Dublin Bicycle and Pedestrian Plan (draft), City of Dublin, 2022
General Plan, Chapter 5: Land Use and Circulation, City of Dublin. 2020
Highway Capacity Manual, 6th Edition, Transportation Research Board, 2018
Highway Design Manual, 7th Edition, California Department of Transportation, 2020
Improving Pedestrian Safety at Unsignalized Crossings, National Cooperative Highway Research Program (NCHRP)
Report 562, Transportation Research Board, 2006
Intersection Channelization Design Guide, National Cooperative Highway Research Program (NCHRP) Report No.
562, Transportation Research Board, 1985
Livermore Amador Valley Transit Authority, http://www.lavta.org/
Transportation Impact Analysis Guidelines, City of Dublin, 2021
Trip Generation Manual, 11th Edition, Institute of Transportation Engineers, 2021
Wheels Bus, https://wheelsbus.com/routes-and-schedules/
DUB900-3
114
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A Transportation Impact Study for the BASIS School Project
March 2023
Appendix A
Queuing Worksheets
116
117
Queues
3: Regional St & Dublin Blvd 12/20/2022
BASIS School TIS Synchro 11 Report
1 - Existing AM Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 158 741 32 553 51 9 13 42 18 86
v/c Ratio 0.60 0.20 0.36 0.14 0.48 0.09 0.07 0.33 0.17 0.51
Control Delay 65.1 6.9 74.5 11.9 77.8 62.2 0.8 68.7 65.4 22.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 65.1 6.9 74.5 11.9 77.8 62.2 0.8 68.7 65.4 22.7
Queue Length 50th (ft) 143 49 29 56 46 8 0 38 16 0
Queue Length 95th (ft) 219 134 64 86 90 27 0 77 42 54
Internal Link Dist (ft) 354 631 271 478
Turn Bay Length (ft) 275 220 120 110 125 110
Base Capacity (vph) 264 3775 148 3858 195 483 526 195 533 505
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.60 0.20 0.22 0.14 0.26 0.02 0.02 0.22 0.03 0.17
Intersection Summary
Queues
3: Regional St & Dublin Blvd 12/20/2022
BASIS School TIS Synchro 11 Report
2 - Existing Mid-Day PM Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 191 1009 58 687 137 41 122 134 27 174
v/c Ratio 0.77 0.31 0.51 0.20 0.71 0.33 0.55 0.71 0.22 0.65
Control Delay 71.6 16.6 77.9 16.5 79.8 67.6 19.3 79.8 64.5 20.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 71.6 16.6 77.9 16.5 79.8 67.6 19.3 79.8 64.5 20.2
Queue Length 50th (ft) 175 152 52 82 123 36 0 120 24 0
Queue Length 95th (ft) 253 264 99 133 189 74 62 185 54 73
Internal Link Dist (ft) 354 631 271 478
Turn Bay Length (ft) 275 220 120 110 125 110
Base Capacity (vph) 282 3263 199 3495 287 531 545 253 506 551
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.68 0.31 0.29 0.20 0.48 0.08 0.22 0.53 0.05 0.32
Intersection Summary
11
8
Queues
3: Regional St & Dublin Blvd 12/20/2022
BASIS School TIS Synchro 11 Report
3 - Existing PM Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 185 1205 80 811 125 43 65 169 43 192
v/c Ratio 0.77 0.39 0.59 0.24 0.69 0.35 0.30 0.70 0.28 0.62
Control Delay 67.7 19.4 79.3 17.6 79.8 69.7 3.5 73.2 63.0 17.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 67.7 19.4 79.3 17.6 79.8 69.7 3.5 73.2 63.0 17.0
Queue Length 50th (ft) 163 249 72 105 112 38 0 151 37 0
Queue Length 95th (ft) 238 298 125 158 175 78 0 223 76 75
Internal Link Dist (ft) 354 631 271 478
Turn Bay Length (ft) 275 220 120 110 125 110
Base Capacity (vph) 277 3067 197 3431 287 546 551 259 496 559
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.67 0.39 0.41 0.24 0.44 0.08 0.12 0.65 0.09 0.34
Intersection Summary
Queues
3: Regional St & Dublin Blvd 12/20/2022
BASIS School TIS Synchro 11 Report
4 - Near-Term AM Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 160 783 32 597 70 9 13 42 18 86
v/c Ratio 0.60 0.21 0.36 0.16 0.56 0.08 0.07 0.32 0.17 0.51
Control Delay 64.7 7.9 74.5 12.8 79.1 60.1 0.7 68.2 65.4 22.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 64.7 7.9 74.5 12.8 79.1 60.1 0.7 68.2 65.4 22.7
Queue Length 50th (ft) 145 59 29 64 63 8 0 38 16 0
Queue Length 95th (ft) 220 148 64 97 113 26 0 77 42 54
Internal Link Dist (ft) 354 631 271 478
Turn Bay Length (ft) 275 220 120 110 125 110
Base Capacity (vph) 268 3716 148 3787 195 483 526 199 533 505
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.60 0.21 0.22 0.16 0.36 0.02 0.02 0.21 0.03 0.17
Intersection Summary
11
9
Queues
3: Regional St & Dublin Blvd 12/20/2022
BASIS School TIS Synchro 11 Report
5 - Near-Term Mid-Day PM Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 202 1092 58 709 212 41 122 134 27 175
v/c Ratio 0.77 0.36 0.51 0.22 0.78 0.20 0.43 0.71 0.23 0.66
Control Delay 71.1 20.0 77.9 20.5 75.7 57.0 13.4 79.6 65.2 20.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 71.1 20.0 77.9 20.5 75.7 57.0 13.4 79.6 65.2 20.8
Queue Length 50th (ft) 184 190 52 95 188 35 0 120 24 0
Queue Length 95th (ft) 265 290 99 155 262 69 57 185 54 73
Internal Link Dist (ft) 354 631 271 478
Turn Bay Length (ft) 275 220 120 110 125 110
Base Capacity (vph) 287 3035 199 3186 308 531 545 254 506 552
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.70 0.36 0.29 0.22 0.69 0.08 0.22 0.53 0.05 0.32
Intersection Summary
Queues
3: Regional St & Dublin Blvd 12/20/2022
BASIS School TIS Synchro 11 Report
6 - Near-Term PM Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 197 1289 80 832 199 43 65 169 43 193
v/c Ratio 0.77 0.44 0.59 0.26 0.82 0.27 0.27 0.69 0.34 0.67
Control Delay 65.6 20.8 79.3 19.8 84.2 62.6 2.6 73.4 67.8 19.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 65.6 20.8 79.3 19.8 84.2 62.6 2.6 73.4 67.8 19.7
Queue Length 50th (ft) 167 297 72 115 178 37 0 151 38 0
Queue Length 95th (ft) 252 314 125 170 263 74 0 #230 76 76
Internal Link Dist (ft) 354 631 271 478
Turn Bay Length (ft) 275 220 120 110 125 110
Base Capacity (vph) 283 2958 197 3261 288 546 551 261 496 560
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.70 0.44 0.41 0.26 0.69 0.08 0.12 0.65 0.09 0.34
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
12
0
Queues
3: Regional St & Dublin Blvd 12/20/2022
BASIS School TIS Synchro 11 Report
7 - Near-Term + Project AM Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 177 843 67 597 295 15 20 42 28 86
v/c Ratio 0.57 0.36 0.54 0.27 0.59 0.03 0.04 0.43 0.25 0.49
Control Delay 69.1 22.9 78.6 31.4 50.3 39.0 0.1 76.8 67.3 21.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.1 22.9 78.6 31.4 50.3 39.0 0.1 76.8 67.3 21.9
Queue Length 50th (ft) 160 124 60 102 241 10 0 38 25 0
Queue Length 95th (ft) 236 220 109 134 346 29 0 77 57 54
Internal Link Dist (ft) 354 631 271 478
Turn Bay Length (ft) 275 220 120 110 125 110
Base Capacity (vph) 308 2372 153 2469 502 565 601 186 533 505
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.57 0.36 0.44 0.24 0.59 0.03 0.03 0.23 0.05 0.17
Intersection Summary
Queues
3: Regional St & Dublin Blvd 12/20/2022
BASIS School TIS Synchro 11 Report
8 - Near-Term + Project Mid-Day PM Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 211 1119 74 709 311 44 125 134 32 175
v/c Ratio 0.78 0.44 0.57 0.27 0.72 0.12 0.30 0.71 0.26 0.66
Control Delay 72.2 27.8 78.9 27.5 59.4 48.5 10.0 79.6 66.2 20.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 72.2 27.8 78.9 27.5 59.4 48.5 10.0 79.6 66.2 20.5
Queue Length 50th (ft) 193 238 66 118 259 33 0 120 28 0
Queue Length 95th (ft) 274 311 117 158 #418 72 57 185 61 73
Internal Link Dist (ft) 354 631 271 478
Turn Bay Length (ft) 275 220 120 110 125 110
Base Capacity (vph) 294 2537 199 2581 433 531 547 254 506 552
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.72 0.44 0.37 0.27 0.72 0.08 0.23 0.53 0.06 0.32
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
12
1
Queues
3: Regional St & Dublin Blvd 12/20/2022
BASIS School TIS Synchro 11 Report
9 - Near-Term + Project PM Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 204 1308 91 832 284 46 68 169 46 193
v/c Ratio 0.77 0.50 0.62 0.29 0.81 0.19 0.22 0.61 0.35 0.67
Control Delay 66.1 27.4 79.6 24.5 72.0 55.3 1.8 67.0 68.2 19.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 66.1 27.4 79.6 24.5 72.0 55.3 1.8 67.0 68.2 19.5
Queue Length 50th (ft) 187 322 82 138 240 36 0 151 41 0
Queue Length 95th (ft) 246 338 138 172 #452 79 2 #230 81 76
Internal Link Dist (ft) 354 631 271 478
Turn Bay Length (ft) 275 220 120 110 125 110
Base Capacity (vph) 287 2615 199 2849 350 546 551 293 496 560
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.71 0.50 0.46 0.29 0.81 0.08 0.12 0.58 0.09 0.34
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
12
2
123
B
Transportation Impact Study for the BASIS School Project
March 2023
Appendix B
Intersection Peak Hour Volumes
124
125
www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
2
3
0
0
5
3
4
6
23
12
Date: 11/10/2022
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.6%0.91
TOTAL 1.4%0.89
TH RT
WB 1.8%0.87
NB 1.8%0.86
Peak Hour: 7:45 AM 8:45 AM
HV %:PHF
EB 1.2%0.70
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd San Ramon Rd San Ramon Rd 15-min
TotalUTLTTHRT
0 91 22 15 1 36
6 67 14 430 0
7:15 AM 0 12 22 52
8 0 32 54 92 27:00 AM 0 11 20 44 1 66 13
9 125 20 613 0
7:45 AM 2 81 33 69
13 3 38 102 102 2
522 0
7:30 AM 0 25 24 49 0 80 21
56 80 4 15 102 14
918 2,483
8:00 AM 1 112 74 108 1 79 40
158 129 12 25 132 3816926211121
0 90 49 26 5 67
28 144 58 1,065 3,118
8:15 AM 1 37 59 94
25 2 114 155 116 8
33 158 65 860 3,807
8:45 AM 1 36 36 61
17 3 59 97 114 5
964 3,560
8:30 AM 1 22 50 81 0 101 54
124 143 6 33 154 76
779 3,6681191183221122521095325255
Count Total 6 336 318 558 5 685 278 171 994 310 6,151 0
Peak
Hour
All 5 252 216
150 17 522 865 894 42
0 0 4 2 52 00403148
237 3,807 0
HV 0 2 2 6 0 7
361 534 502 31 119 58835223391698911
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
2%0%0%1%1%1%2%0%4%0%1%3%HV%0%1%1%2%0%
1 0
7:15 AM 1 5 11 2 19 0 0
0 0 0 0 0 1
West North South
7:00 AM 3 5 9 2 19 0
EB WB NB SB Total East
7:45 AM 4 3 10 1 18
0 0 0 0 0 0
0
7:30 AM 2 2 7 2 13 0 0 0
0 0 0 0 2 1
5 0
8:15 AM 1 5 3 1 10 0 0
0 0 1 2 0 0
0 0 0
8:00 AM 3 2 8 2 15 1
0 0 0 0 0 0
8:45 AM 2 9 6 6 23
0 0 1 1 2 0
0
8:30 AM 2 1 4 2 9 0 0 0
2 0 2 0 0 3
0 5 0000001
17 0
Peak Hour 10 11 25 6 52 1 0
0 2 1 4 2 4Count Total 18 32 58 18 126 1
02141110
0
1
0
0 1 0
020
0
0
0
10
0
1 1
N
San Ramon Rd
Dublin Blvd
Dublin Blvd
Sa
n
R
a
m
o
n
R
d
Dublin Blvd
Sa
n
R
a
m
o
n
R
d
3,807TEV:
0.89PHF:
23
7
58
8
11
9
97
5
90
6
31
89
169
339
599
8392
50
2
53
4
36
1
1,
4
0
8
1,
2
9
0
11
352
216
252
825
772 5
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 126
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
SouthboundNorthboundWestboundEastbound
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd San Ramon Rd San Ramon Rd 15-min
Total
Rolling
One HourEastboundWestbound
0 0 2 19 0
7:15 AM 0 0 0 1
2 0 2 3 4 0
TH RT
7:00 AM 0 1 2 0 0 2 1
UT LT TH RT UT LT
19 0
7:30 AM 0 2 0 0 0 2 0
4 2 0 0 2 0050005
0 2 0 1 0 1
0 2 0 13 0
7:45 AM 0 0 1 3
0 0 0 4 3 0
0 1 1 15 65
8:15 AM 0 0 0 1
1 0 1 5 2 0
18 69
8:00 AM 0 2 0 1 0 1 0
6 3 0 0 1 0
10 56
8:30 AM 0 0 1 1 0 0 0
2 1 0 0 1 0040100
1 5 0 3 0 3
0 1 1 9 52
8:45 AM 0 0 1 1
1 0 1 1 2 0
23 57210051
0 13 5 126 0
Peak Hour 0 2 2 6
9 0 13 27 18 0Count Total 0 5 5 8 1 21 1
0 07:00 AM
RT
52 0
Interval
Start
Dublin Blvd Dublin Blvd San Ramon Rd San Ramon Rd 15-min
Total
Rolling
One Hour
14 8 0 0 4 2070403
RTTHLT RTTHLTRT
0
8:00 AM
0000
0 0
7:45 AM
0 0 0 0
0
7:30 AM
00000007:15 AM 0
0 0
0 0 0
0 4
8:45 AM
0 0 0 0
4
8:30 AM
2000002
2 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
400000000
Peak Hour
0 1Count Total
0
THLT
4001002
4 00020
0 0
0 0
0000
0
0
0
00
0
THLT
00000000
0
10
0
0
0 0 0
0 0 0
0
010 0 0 0
010 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 1 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 127
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
6
15
2
9
5
4
4
5
50
18
Date: 11/10/2022
Peak Hour Count Period: 2:00 PM 4:00 PM
SB 0.8%0.83
TOTAL 1.1%0.97
TH RT
WB 0.6%0.95
NB 1.6%0.95
Peak Hour: 3:00 PM 4:00 PM
HV %:PHF
EB 0.9%0.90
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd San Ramon Rd San Ramon Rd 15-min
TotalUTLTTHRT
0 110 35 23 4 68
31 107 30 902 0
2:15 PM 0 45 54 74
30 9 63 123 169 22:00 PM 0 38 40 46 0 171 43
25 89 21 930 0
2:45 PM 2 59 70 51
25 2 42 158 176 4
876 0
2:30 PM 1 53 60 84 0 150 40
130 167 5 24 114 23
897 3,605
3:00 PM 1 47 57 51 1 133 48
152 173 8 27 97 2301482716440
0 148 60 24 7 46
37 129 55 1,008 3,711
3:15 PM 0 34 51 60
27 7 67 161 185 2
24 102 31 973 3,812
3:45 PM 0 50 66 63
26 10 53 174 195 4
934 3,769
3:30 PM 0 52 50 60 0 142 50
142 179 8 29 97 49
1,015 3,9301622226271122711494826848
Count Total 4 378 448 489 2 1,151 351 224 847 259 7,535 0
Peak
Hour
All 1 183 224
197 51 427 1,202 1,466 39
0 1 5 0 43 03005912
162 3,930 0
HV 0 1 2 3 0 2
214 639 781 20 117 440234257220610332
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
2%0%1%1%0%1%0%1%0%0%2%1%HV%0%1%1%1%0%
5 0
2:15 PM 1 5 8 5 19 0 1
0 1 2 3 1 0
West North South
2:00 PM 4 8 6 3 21 0
EB WB NB SB Total East
2:45 PM 6 3 4 2 15
1 1 0 0 2 0
0
2:30 PM 2 5 6 2 15 0 0 0
0 0 1 2 3 10
3 0
3:15 PM 2 0 8 2 12 0 0
0 0 1 1 1 1
0 9 0
3:00 PM 2 3 6 0 11 0
0 1 0 2 3 0
3:45 PM 1 2 6 1 10
0 2 1 0 3 0
0
3:30 PM 1 0 6 3 10 1 0 1
0 1 1 0 1 3
1 4 0110130
39 0
Peak Hour 6 5 26 6 43 2 1
3 2 8 15 5 6Count Total 19 26 50 18 113 2
01372313
0
2
0
1 1 1
010
1
0
0
13
0
3 2
N
San Ramon Rd
Dublin Blvd
Dublin Blvd
Sa
n
R
a
m
o
n
R
d
Dublin Blvd
Sa
n
R
a
m
o
n
R
d
3,930TEV:
0.97PHF:
16
2
44
0
11
7
73
9
94
5
20
103
206
572
883
1,1242
78
1
63
9
21
4
1,
6
6
6
1,
2
7
8
32
234
224
183
642
583 1
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 128
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
SouthboundNorthboundWestboundEastbound
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd San Ramon Rd San Ramon Rd 15-min
Total
Rolling
One HourEastboundWestbound
0 2 1 21 0
2:15 PM 0 0 1 0
1 0 0 4 2 0
TH RT
2:00 PM 0 1 1 2 0 5 2
UT LT TH RT UT LT
19 0
2:30 PM 0 0 0 2 0 5 0
5 2 0 0 3 2030201
0 2 1 0 0 1
0 2 0 15 0
2:45 PM 0 3 2 1
0 0 2 1 3 0
0 0 0 11 60
3:15 PM 0 0 0 2
0 0 1 2 3 0
15 70
3:00 PM 0 0 1 1 0 1 2
2 1 0 1 1 0
12 53
3:30 PM 0 1 0 0 0 0 0
4 2 0 1 1 0000002
0 1 1 0 0 1
0 3 0 10 48
3:45 PM 0 0 1 0
0 0 1 2 3 0
10 43140010
2 13 3 113 0
Peak Hour 0 1 2 3
3 0 9 21 20 0Count Total 0 5 6 8 0 17 6
3 02:00 PM
RT
43 0
Interval
Start
Dublin Blvd Dublin Blvd San Ramon Rd San Ramon Rd 15-min
Total
Rolling
One Hour
9 12 0 1 5 0023005
RTTHLT RTTHLTRT
8
3:00 PM
3000
1 0
2:45 PM
0 0 0 0
0
2:30 PM
10000002:15 PM 0
0 0
0 0 1
2 7
3:45 PM
0 1 0 0
6
3:30 PM
1001000
1 6
3:15 PM
0 0 0
0 0 0
0 1 0
0 0 0
730000101
Peak Hour
1 4Count Total
0
THLT
7011101
15 03020
0 0
0 0
0000
0
0
0
00
0
THLT
02001000
0
00
0
0
0 0 0
0 1 0
0
020 0 0 1
020 0 1 2
0 0 0
0 0 1
0 1
0 1 1
1 0 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 129
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
11
9
1
11
4
13
1
1
51
29
Date: 11/10/2022
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.7%0.98
TOTAL 0.8%0.94
TH RT
WB 1.3%0.93
NB 0.9%0.92
Peak Hour: 4:45 PM 5:45 PM
HV %:PHF
EB 0.1%0.87
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd San Ramon Rd San Ramon Rd 15-min
TotalUTLTTHRT
0 128 47 28 5 71
27 121 45 1,020 0
4:15 PM 1 53 77 56
20 7 75 176 187 94:00 PM 4 42 62 61 0 151 33
26 109 33 1,016 0
4:45 PM 0 44 84 71
28 5 56 164 191 14
1,043 0
4:30 PM 1 54 70 71 1 141 52
185 202 6 37 105 42
1,123 4,202
5:00 PM 2 63 95 92 0 159 55
200 234 3 34 109 2811466034768
0 181 52 44 15 93
24 105 35 1,165 4,347
5:15 PM 1 55 88 84
37 9 61 203 215 10
23 99 30 1,113 4,634
5:45 PM 1 52 87 49
44 6 93 201 192 7
1,233 4,537
5:30 PM 1 57 78 64 0 165 53
209 237 5 26 107 36
1,073 4,5842141925371073301635419555
Count Total 11 420 641 548 2 1,234 406 234 862 282 8,786 0
Peak
Hour
All 4 219 345
254 59 572 1,552 1,650 59
0 1 4 0 38 02102314
129 4,634 0
HV 0 0 0 1 0 10
315 813 878 25 107 420311165122015937
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
2%0%1%1%0%1%2%1%1%0%1%0%HV%0%0%0%0%0%
7 0
4:15 PM 1 1 7 1 10 0 0
0 1 0 1 2 2
West North South
4:00 PM 0 2 5 1 8 0
EB WB NB SB Total East
4:45 PM 0 5 5 2 12
0 1 0 0 1 0
0
4:30 PM 3 4 3 1 11 0 0 1
0 0 0 2 1 6
3 0
5:15 PM 0 3 4 1 8 0 0
0 0 0 0 0 1
0 10 0
5:00 PM 1 3 7 1 12 0
0 0 0 0 0 1
5:45 PM 0 3 2 0 5
0 0 0 0 1 0
0
5:30 PM 0 2 3 1 6 0 0 0
0 0 0 2 2 9
0 1 0000000
38 0
Peak Hour 1 13 19 5 38 0 0
0 2 0 2 7 6Count Total 5 23 36 8 72 0
00003323
0
0
0
0 0 0
000
0
0
0
23
0
3 3
N
San Ramon Rd
Dublin Blvd
Dublin Blvd
Sa
n
R
a
m
o
n
R
d
Dublin Blvd
Sa
n
R
a
m
o
n
R
d
4,634TEV:
0.94PHF:
12
9
42
0
10
7
68
1
1,
2
1
6
25
159
220
651
1,031
1,3311
87
8
81
3
31
5
2,
0
4
3
1,
4
1
9
37
311
345
219
879
668 4
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 130
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
SouthboundNorthboundWestboundEastbound
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd San Ramon Rd San Ramon Rd 15-min
Total
Rolling
One HourEastboundWestbound
0 1 0 8 0
4:15 PM 0 1 0 0
0 0 2 1 2 0
TH RT
4:00 PM 0 0 0 0 0 1 1
UT LT TH RT UT LT
10 0
4:30 PM 0 0 2 1 0 2 1
1 5 0 0 1 0001001
0 3 2 0 0 1
0 0 0 11 0
4:45 PM 0 0 0 0
1 0 0 1 2 1
0 1 0 12 45
5:15 PM 0 0 0 0
0 0 0 1 6 0
12 41
5:00 PM 0 0 0 1 0 3 0
0 4 0 1 1 0
8 43
5:30 PM 0 0 0 0 0 1 0
1 3 0 0 1 0030000
0 3 0 0 0 0
0 1 0 6 38
5:45 PM 0 0 0 0
1 0 1 1 1 0
5 31020000
1 6 0 72 0
Peak Hour 0 0 0 1
2 0 5 6 25 1Count Total 0 1 2 2 0 16 5
1 04:00 PM
RT
38 0
Interval
Start
Dublin Blvd Dublin Blvd San Ramon Rd San Ramon Rd 15-min
Total
Rolling
One Hour
3 14 0 1 4 00102102
RTTHLT RTTHLTRT
2
5:00 PM
0000
1 0
4:45 PM
0 1 0 0
0
4:30 PM
00000004:15 PM 0
0 0
0 0 0
0 0
5:45 PM
0 0 0 0
1
5:30 PM
0000000
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
000000000
Peak Hour
0 0Count Total
0
THLT
0000000
2 00020
0 0
0 0
0000
0
0
0
00
0
THLT
00001000
0
00
0
0
0 0 0
0 0 0
0
000 0 0 0
000 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 131
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
1
2
1
0
4
3
2
5
18
1430020011
15 3
Peak Hr 9 14 0 0 23 1 1
1 0 0 2 0 0Count Total 24 31 1 0 56 1
0 4 10000008:45 AM 3 5 0 0 8
0 0 0 0 1 1
1
8:30 AM 3 2 0 0 5 0 0 0
0 0 0 0 0 2
4 0
8:15 AM 1 2 0 0 3 0 0
1 0 0 2 0 0
0 0 0
8:00 AM 2 5 0 0 7 1
0 0 0 0 0 0
0 1 0
0
7:30 AM 3 4 1 0 8 0 0 0
0 0 0 0 0 2
0 11 0
EB WB NB SB Total East
7:45 AM 4 5 0 0 9
0 0 0
---HV%--1%1%-
1 0
7:15 AM 2 3 0 0 5 0 0
0 0 0 0 0 0
West North South
7:00 AM 6 5 0
0
0 0 132 0 0 01390065200
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%----1%-2%-
Peak
Hour
All 0 0 694
0 0 0 0 226 0
0 0 0 0 23 01400000
0 1,617 0
HV 0 0 8 1 0
Count Total 0 0 1,129 258 0 0 1,099 0 0 0 2,712 0
405 1,617036000000189000
0 0 0 374 1,552
8:45 AM 0 0 152 28
0 0 0 0 30 0
450 1,465
8:30 AM 0 0 157 37 0 0 150
0 40 0 0 0 000172000
0 0 0 388 1,267
8:15 AM 0 0 193 45
0 0 0 0 26 0
340 1,095
8:00 AM 0 0 192 29 0 0 141
0 30 0 0 0 000122000
0 0 0 287 0
7:45 AM 0 0 156 32
0 0 0 0 27 0
252 0
7:30 AM 0 0 102 34 0 0 124
0 25 0 0 0 000113000
0 0 0 216 0
7:15 AM 0 0 87 27
0 0 0 0 12 0
TH RT
7:00 AM 0 0 90 26 0 0 88
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Project Driveway N/A 15-min
TotalUTLTTHRT
SB --
TOTAL 1.4%0.90
WB 2.1%0.86
NB 0.0%0.83
Peak Hour: 8:00 AM 9:00 AM
HV %:PHF
EB 1.1%0.88
Date: 11/10/2022
Peak Hour Count Period: 7:00 AM 9:00 AM
0
1
00
1
0
11
3
0 0
N
Project Driveway
Dublin Blvd
Dublin Blvd
Pr
o
j
e
c
t
D
r
i
v
e
w
a
y
Dublin Blvd
1,617TEV:
0.9PHF:
652
0 652
826
0
13
2
0
13
2
13
9
0
139
694833
652
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 132
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 2 0000000Peak Hour 0 1 0 0 1
0 0 0 0 2 0Count Total 0 1 0 0 1 0 0 0
2000000
0 2
8:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 2
8:30 AM 0 0 0 0 0 0
0 0 0 0 0 08:15 AM 0 0 0 0 0
0 0 0 0 2 2
0
8:00 AM 0 1 0 0 1 0 0 0
0 0 0 0 0 0
0 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
7:15 AM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
7:00 AM 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
23 0
Interval
Start
Dublin Blvd Dublin Blvd Project Driveway N/A 15-min
Total
Rolling
One HourEastbound
0 0 0 0 0 00014000
0 0 0 56 0
Peak Hour 0 0 8 1
0 0 0 0 1 0Count Total 0 0 21 3 0 0 31
8 23000000005000
0 0 0 5 24
8:45 AM 0 0 2 1
0 0 0 0 0 0
3 27
8:30 AM 0 0 3 0 0 0 2
0 0 0 0 0 0002000
0 0 0 7 29
8:15 AM 0 0 1 0
0 0 0 0 0 0
9 33
8:00 AM 0 0 2 0 0 0 5
0 0 0 0 0 0005000
0 0 0 8 0
7:45 AM 0 0 4 0
0 0 0 0 1 0
5 0
7:30 AM 0 0 2 1 0 0 4
0 0 0 0 0 0003000
0 0 0 11 0
7:15 AM 0 0 2 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 5 1 0 0 5
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Project Driveway N/A 15-min
Total
Rolling
One HourEastboundWestbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 133
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
3
8
3
10
1
5
0
6
36
123006009
27 9
Peak Hr 15 5 0 0 20 5 1
1 0 0 6 0 0Count Total 29 28 1 0 58 5
0 4 23100403:45 PM 5 2 0 0 7
0 1 0 0 0 0
0
3:30 PM 3 0 0 0 3 1 0 0
0 0 0 0 0 5
0 1
3:15 PM 3 0 0 0 3 0 0
0 0 0 1 0 0
0 8 2
3:00 PM 4 3 0 0 7 1
0 0 0 0 0 0
0 1 2
1
2:30 PM 4 7 0 0 11 0 0 0
0 0 0 0 0 7
0 12 0
EB WB NB SB Total East
2:45 PM 4 5 0 0 9
0 0 0
---HV%--1%3%-
2 1
2:15 PM 3 3 0 0 6 0 0
0 0 0 0 0 0
West North South
2:00 PM 3 8 1
0
0 0 70 0 0 0720087100
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%----1%-1%-
Peak
Hour
All 0 0 1,057
0 0 0 0 125 0
0 0 0 0 20 0500000
0 2,070 0
HV 0 0 13 2 0
Count Total 0 0 2,005 140 0 0 1,686 0 0 0 3,956 0
548 2,070016000000213000
0 0 0 508 1,996
3:45 PM 0 0 300 19
0 0 0 0 16 0
495 1,990
3:30 PM 0 0 247 17 0 0 228
0 19 0 0 0 000217000
0 0 0 519 1,931
3:15 PM 0 0 245 14
0 0 0 0 19 0
474 1,886
3:00 PM 0 0 265 22 0 0 213
0 14 0 0 0 000191000
0 0 0 502 0
2:45 PM 0 0 247 22
0 0 0 0 16 0
436 0
2:30 PM 0 0 246 19 0 0 221
0 12 0 0 0 000181000
0 0 0 474 0
2:15 PM 0 0 230 13
0 0 0 0 13 0
TH RT
2:00 PM 0 0 225 14 0 0 222
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Project Driveway N/A 15-min
TotalUTLTTHRT
SB --
TOTAL 1.0%0.94
WB 0.6%0.96
NB 0.0%0.92
Peak Hour: 3:00 PM 4:00 PM
HV %:PHF
EB 1.3%0.88
Date: 11/10/2022
Peak Hour Count Period: 2:00 PM 4:00 PM
0
5
00
1
0
9
3
0 0
N
Project Driveway
Dublin Blvd
Dublin Blvd
Pr
o
j
e
c
t
D
r
i
v
e
w
a
y
Dublin Blvd
2,070TEV:
0.94PHF:
871
0 871
1,127
0
700
7072
0
72
1,0571,129
871
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 134
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 6 0000000Peak Hour 0 5 0 0 1
0 0 0 0 6 0Count Total 0 5 0 0 1 0 0 0
6000004
1 2
3:45 PM 0 3 0 0 1 0 0
0 0 0 0 0 0
0 0 1
3:30 PM 0 1 0 0 0 0
0 0 0 0 0 03:15 PM 0 0 0 0 0
0 0 0 0 1 1
0
3:00 PM 0 1 0 0 0 0 0 0
0 0 0 0 0 0
0 0
2:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
2:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
2:15 PM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
2:00 PM 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
20 0
Interval
Start
Dublin Blvd Dublin Blvd Project Driveway N/A 15-min
Total
Rolling
One HourEastbound
0 0 0 0 0 0005000
0 0 0 58 0
Peak Hour 0 0 13 2
0 0 0 0 1 0Count Total 0 0 27 2 0 0 28
7 20000000002000
0 0 0 3 22
3:45 PM 0 0 4 1
0 0 0 0 0 0
3 30
3:30 PM 0 0 3 0 0 0 0
0 0 0 0 0 0000000
0 0 0 7 33
3:15 PM 0 0 3 0
0 0 0 0 0 0
9 38
3:00 PM 0 0 3 1 0 0 3
0 0 0 0 0 0005000
0 0 0 11 0
2:45 PM 0 0 4 0
0 0 0 0 0 0
6 0
2:30 PM 0 0 4 0 0 0 7
0 0 0 0 0 0003000
0 0 0 12 0
2:15 PM 0 0 3 0
0 0 0 0 1 0
TH RT
2:00 PM 0 0 3 0 0 0 8
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Project Driveway N/A 15-min
Total
Rolling
One HourEastboundWestbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 135
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
6
2
3
9
3
2
3
2
30
1740000013
25 5
Peak Hr 15 11 2 0 28 0 0
0 0 0 0 0 0Count Total 27 23 2 0 52 0
0 2 00000005:45 PM 2 2 0 0 4
0 0 0 0 1 2
0
5:30 PM 1 1 0 0 2 0 0 0
0 0 0 0 0 2
2 1
5:15 PM 3 2 1 0 6 0 0
0 0 0 0 0 0
0 8 1
5:00 PM 6 5 1 0 12 0
0 0 0 0 0 0
0 3 0
1
4:30 PM 4 5 0 0 9 0 0 0
0 0 0 0 0 1
0 5 0
EB WB NB SB Total East
4:45 PM 5 3 0 0 8
0 0 0
---HV%--1%2%-
6 0
4:15 PM 5 1 0 0 6 0 0
0 0 0 0 0 0
West North South
4:00 PM 1 4 0
0
0 0 55 0 0 0560099500
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
4%----1%-1%-
Peak
Hour
All 0 0 1,273
0 0 0 0 116 0
0 0 0 0 28 01100002
0 2,379 0
HV 0 0 14 1 0
Count Total 0 0 2,409 111 0 0 1,835 0 0 0 4,471 0
555 2,340011000000227000
0 0 0 542 2,379
5:45 PM 0 0 306 11
0 0 0 0 16 0
630 2,351
5:30 PM 0 0 286 9 0 0 231
0 13 0 0 0 000263000
0 0 0 613 2,252
5:15 PM 0 0 333 21
0 0 0 0 16 0
594 2,131
5:00 PM 0 0 327 9 0 0 261
0 10 0 0 0 000240000
0 0 0 514 0
4:45 PM 0 0 327 17
0 0 0 0 12 0
531 0
4:30 PM 0 0 279 13 0 0 210
0 16 0 0 0 000204000
0 0 0 492 0
4:15 PM 0 0 294 17
0 0 0 0 22 0
TH RT
4:00 PM 0 0 257 14 0 0 199
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Project Driveway N/A 15-min
TotalUTLTTHRT
SB --
TOTAL 1.2%0.94
WB 1.1%0.95
NB 3.6%0.86
Peak Hour: 4:45 PM 5:45 PM
HV %:PHF
EB 1.1%0.94
Date: 11/10/2022
Peak Hour Count Period: 4:00 PM 6:00 PM
0
0
00
0
0
13
4
0 0
N
Project Driveway
Dublin Blvd
Dublin Blvd
Pr
o
j
e
c
t
D
r
i
v
e
w
a
y
Dublin Blvd
2,379TEV:
0.94PHF:
995
0 995
1,328
0
550
5556
0
56
1,2731,329
995
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 136
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 0 0000000Peak Hour 0 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0
0000000
0 0
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:30 PM 0 0 0 0 0 0
0 0 0 0 0 05:15 PM 0 0 0 0 0
0 0 0 0 0 0
0
5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
4:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
4:00 PM 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
28 0
Interval
Start
Dublin Blvd Dublin Blvd Project Driveway N/A 15-min
Total
Rolling
One HourEastbound
0 2 0 0 0 00011000
0 0 0 52 0
Peak Hour 0 0 14 1
0 0 0 0 2 0Count Total 0 0 26 1 0 0 23
4 24000000002000
0 0 0 2 28
5:45 PM 0 0 2 0
0 0 0 0 0 0
6 35
5:30 PM 0 0 1 0 0 0 1
0 1 0 0 0 0002000
0 0 0 12 35
5:15 PM 0 0 2 1
0 0 0 0 1 0
8 28
5:00 PM 0 0 6 0 0 0 5
0 0 0 0 0 0003000
0 0 0 9 0
4:45 PM 0 0 5 0
0 0 0 0 0 0
6 0
4:30 PM 0 0 4 0 0 0 5
0 0 0 0 0 0001000
0 0 0 5 0
4:15 PM 0 0 5 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 4
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Project Driveway N/A 15-min
Total
Rolling
One HourEastboundWestbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 137
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to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
3
2
1
0
3
5
7
3
24
18
Date: 11/10/2022
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0%0.82
TOTAL 1.6%0.92
TH RT
WB 2.8%0.83
NB 3.0%0.70
Peak Hour: 8:00 AM 9:00 AM
HV %:PHF
EB 1.0%0.90
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Regional St Regional St 15-min
TotalUTLTTHRT
0 0 67 2 0 9
6 3 11 206 0
7:15 AM 16 5 85 8
3 0 11 1 4 07:00 AM 8 9 75 11 0 4 60
4 4 11 262 0
7:45 AM 14 15 138 10
5 0 10 2 4 0
224 0
7:30 AM 18 10 93 8 0 8 85
1 3 0 8 3 17
324 1,016
8:00 AM 17 15 185 5 1 5 95
3 6 0 6 4 1018945010
1 5 125 10 0 11
3 3 13 372 1,182
8:15 AM 18 20 184 8
6 0 17 3 4 0
8 3 25 359 1,479
8:45 AM 21 23 139 13
15 0 12 2 3 0
424 1,382
8:30 AM 16 15 146 2 1 11 100
1 2 0 15 6 18
412 1,56723013523231441407
Count Total 128 112 1,045 65 6 44 770 63 31 128 2,583 0
Peak
Hour
All 72 73 654
60 0 87 15 29 0
0 0 0 0 25 01410110
79 1,567 0
HV 0 0 7 1 0 0
47 8 12 0 39 1728524464450
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%-0%0%0%2%0%3%2%-2%13%HV%0%0%1%4%0%
3 0
7:15 AM 2 2 2 1 7 0 0
0 0 0 0 0 0
West North South
7:00 AM 5 4 1 0 10 0
EB WB NB SB Total East
7:45 AM 4 3 2 0 9
0 0 0 0 1 0
0
7:30 AM 3 4 1 0 8 0 0 0
0 0 0 0 0 2
3 0
8:15 AM 1 3 0 0 4 0 0
1 0 0 2 0 0
0 0 0
8:00 AM 2 5 0 0 7 1
0 0 0 0 0 0
8:45 AM 2 5 2 0 9
0 0 0 3 1 3
1
8:30 AM 3 2 0 0 5 0 0 0
0 1 1 0 2 2
1 2 0000000
14 4
Peak Hour 8 15 2 0 25 1 1
1 0 1 3 0 6Count Total 22 28 8 1 59 1
4013068
0
1
0
0 0 1
000
0
1
0
8
4
6 0
N
Regional St
Dublin Blvd
Dublin Blvd
Re
g
i
o
n
a
l
S
t
Dublin Blvd
Re
g
i
o
n
a
l
S
t
1,567TEV:
0.92PHF:
79 17 39
13
5
12
6
0
45
464
24
538
7105
12847
6769
0
28
654
73
827
662 72
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 138
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
SouthboundNorthboundWestboundEastbound
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Regional St Regional St 15-min
Total
Rolling
One HourEastboundWestbound
0 0 0 10 0
7:15 AM 0 0 2 0
0 0 1 0 0 0
TH RT
7:00 AM 0 0 3 2 0 0 4
UT LT TH RT UT LT
7 0
7:30 AM 0 0 3 0 0 0 4
1 0 0 0 1 0002001
0 0 3 0 0 1
0 0 0 8 0
7:45 AM 0 0 3 1
0 0 0 1 0 0
0 0 0 7 31
8:15 AM 0 0 1 0
0 0 0 0 0 0
9 34
8:00 AM 0 0 2 0 0 0 5
0 1 0 0 0 0
4 28
8:30 AM 0 0 3 0 0 0 2
0 0 0 0 0 0003000
0 0 4 1 0 1
0 0 0 5 25
8:45 AM 0 0 1 1
0 0 0 0 0 0
9 25100000
0 1 0 59 0
Peak Hour 0 0 7 1
1 0 4 3 1 0Count Total 0 0 18 4 0 0 27
0 07:00 AM
RT
25 0
Interval
Start
Dublin Blvd Dublin Blvd Regional St Regional St 15-min
Total
Rolling
One Hour
1 0 0 0 0 00014101
RTTHLT RTTHLTRT
0
8:00 AM
0000
0 0
7:45 AM
0 0 0 0
0
7:30 AM
00000007:15 AM 0
0 0
0 0 0
0 3
8:45 AM
0 0 0 0
3
8:30 AM
1010000
2 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
300000000
Peak Hour
1 0Count Total
0
THLT
3010000
3 00000
0 0
0 0
0000
0
0
0
00
0
THLT
00000000
0
10
0
0
0 1 0
0 0 0
0
010 0 1 0
010 0 1 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 139
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
7
8
2
4
2
7
2
1
33
12
Date: 11/10/2022
Peak Hour Count Period: 2:00 PM 4:00 PM
SB 0.0%0.92
TOTAL 0.9%0.95
TH RT
WB 0.8%0.84
NB 0.7%0.95
Peak Hour: 3:00 PM 4:00 PM
HV %:PHF
EB 1.1%0.86
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Regional St Regional St 15-min
TotalUTLTTHRT
5 18 115 13 0 24
23 7 49 543 0
2:15 PM 5 37 185 14
30 0 34 7 22 02:00 PM 5 34 167 23 1 8 133
36 7 56 580 0
2:45 PM 3 43 177 21
26 0 36 6 15 0
520 0
2:30 PM 5 42 192 19 1 11 128
8 17 0 33 5 41
528 2,171
3:00 PM 6 41 236 17 2 8 137
11 17 0 30 8 446710919033
5 12 131 23 0 28
29 6 35 609 2,237
3:15 PM 10 38 203 9
17 0 45 11 19 0
33 6 41 604 2,331
3:45 PM 6 40 260 25
28 0 21 11 33 0
590 2,307
3:30 PM 8 32 190 18 2 18 163
7 38 0 35 8 43
647 2,45010260306463512529036
Count Total 48 307 1,610 146 25 87 1,041 249 53 355 4,621 0
Peak
Hour
All 30 151 889
185 0 257 71 187 0
0 0 0 0 21 0420110
165 2,450 0
HV 0 0 13 0 0 0
130 39 116 0 127 26691243556970
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%-0%0%0%1%0%1%2%-1%3%HV%0%0%1%0%0%
3 2
2:15 PM 3 2 2 1 8 0 0
0 0 0 0 0 2
West North South
2:00 PM 4 6 1 1 12 0
EB WB NB SB Total East
2:45 PM 4 3 1 3 11
0 0 0 0 2 0
1
2:30 PM 4 5 2 2 13 0 0 0
0 0 0 0 4 3
1 1
3:15 PM 3 0 0 0 3 0 0
0 0 1 2 0 0
2 2 0
3:00 PM 3 2 1 0 6 1
0 0 0 0 0 0
3:45 PM 4 4 0 0 8
0 1 0 0 2 0
2
3:30 PM 3 0 1 0 4 1 0 0
0 0 0 0 1 4
0 1 0201030
18 6
Peak Hour 13 6 2 0 21 4 0
0 1 1 6 0 9Count Total 28 22 8 7 65 4
3116018
1
3
0
0 1 0
001
0
0
0
8
3
1 0
N
Regional St
Dublin Blvd
Dublin Blvd
Re
g
i
o
n
a
l
S
t
Dublin Blvd
Re
g
i
o
n
a
l
S
t
2,450TEV:
0.95PHF:
16
5
26 12
7
31
8
28
7
0
97
556
43
708
1,14412
11
639
13
0
28
5
13
8
0
69
889
151
1,139
881 30
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 140
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
SouthboundNorthboundWestboundEastbound
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Regional St Regional St 15-min
Total
Rolling
One HourEastboundWestbound
1 0 0 12 0
2:15 PM 0 0 2 1
0 0 0 0 1 0
TH RT
2:00 PM 0 2 2 0 0 0 6
UT LT TH RT UT LT
8 0
2:30 PM 0 0 4 0 0 0 5
0 2 0 0 0 1002000
0 0 2 1 0 0
0 1 1 13 0
2:45 PM 0 1 3 0
0 0 0 0 2 0
0 0 0 6 38
3:15 PM 0 0 3 0
0 0 1 0 0 0
11 44
3:00 PM 0 0 3 0 0 0 2
0 1 0 0 0 3
3 33
3:30 PM 0 0 3 0 0 0 0
0 0 0 0 0 0000000
0 0 2 2 0 0
0 0 0 4 24
3:45 PM 0 0 4 0
0 0 0 1 0 0
8 21000000
1 1 5 65 0
Peak Hour 0 0 13 0
3 0 1 1 6 0Count Total 0 3 24 1 0 0 19
0 02:00 PM
RT
21 0
Interval
Start
Dublin Blvd Dublin Blvd Regional St Regional St 15-min
Total
Rolling
One Hour
1 0 0 0 0 0004201
RTTHLT RTTHLTRT
0
3:00 PM
0000
0 0
2:45 PM
0 0 0 0
0
2:30 PM
00000002:15 PM 0
0 0
0 0 0
1 3
3:45 PM
0 0 0 0
2
3:30 PM
0000000
2 2
3:15 PM
0 0 0
0 0 0
0 1 0
0 0 0
630100110
Peak Hour
0 1Count Total
0
THLT
6001010
6 00100
0 0
0 0
0000
0
0
0
00
0
THLT
00000000
0
10
0
0
0 0 0
0 0 0
0
130 0 0 0
130 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 1 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 141
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
4
3
2
12
3
1
9
5
39
25
Date: 11/10/2022
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.0%0.86
TOTAL 1.1%0.96
TH RT
WB 1.2%0.97
NB 0.4%0.76
Peak Hour: 4:45 PM 5:45 PM
HV %:PHF
EB 1.2%0.97
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Regional St Regional St 15-min
TotalUTLTTHRT
5 13 136 21 0 25
38 14 36 601 0
4:15 PM 5 31 248 26
15 0 33 5 24 04:00 PM 11 41 221 11 2 8 142
35 10 50 612 0
4:45 PM 5 39 285 16
14 0 26 8 24 0
604 0
4:30 PM 2 37 241 8 6 12 139
12 13 0 32 7 30
683 2,500
5:00 PM 9 37 275 17 3 7 178
5 16 0 25 13 3981516622029
8 17 157 36 0 28
42 7 46 727 2,626
5:15 PM 6 43 260 25
33 0 39 16 18 0
48 10 44 669 2,800
5:45 PM 9 34 262 13
26 0 24 7 13 0
721 2,743
5:30 PM 7 32 255 24 11 8 160
13 15 0 47 11 55
649 2,76691405012392915424018
Count Total 54 294 2,047 140 45 89 1,232 317 84 339 5,266 0
Peak
Hour
All 27 151 1,075
191 0 222 75 137 0
0 1 1 2 31 0810100
184 2,800 0
HV 1 0 14 1 0 1
120 41 62 0 162 418230476611170
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%-1%2%1%1%2%1%1%-1%0%HV%4%0%1%1%0%
3 1
4:15 PM 5 0 0 1 6 0 0
0 0 0 0 0 0
West North South
4:00 PM 1 2 1 1 5 0
EB WB NB SB Total East
4:45 PM 5 2 0 2 9
0 0 0 1 1 0
0
4:30 PM 4 5 1 1 11 0 0 0
0 0 0 0 1 2
2 0
5:15 PM 3 2 0 0 5 0 0
0 0 0 0 0 1
0 9 3
5:00 PM 7 4 1 1 13 0
0 0 0 0 0 0
5:45 PM 2 2 0 0 4
0 0 0 3 2 4
0
5:30 PM 1 2 0 1 4 0 0 0
0 0 0 0 0 1
2 1 2000000
21 10
Peak Hour 16 10 1 4 31 0 0
0 0 0 0 0 8Count Total 28 19 3 7 57 0
70000414
0
0
0
0 0 0
000
0
0
0
14
7
4 0
N
Regional St
Dublin Blvd
Dublin Blvd
Re
g
i
o
n
a
l
S
t
Dublin Blvd
Re
g
i
o
n
a
l
S
t
2,800TEV:
0.96PHF:
18
4
41 16
2
38
7
30
9
0
117
661
47
855
1,32930
6241
12
0
22
3
17
0
0
82
1,075
151
1,335
992 27
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 142
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
SouthboundNorthboundWestboundEastbound
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Dublin Blvd Dublin Blvd Regional St Regional St 15-min
Total
Rolling
One HourEastboundWestbound
0 1 0 5 0
4:15 PM 0 0 5 0
0 0 1 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 2
UT LT TH RT UT LT
6 0
4:30 PM 0 1 3 0 0 0 5
0 0 0 0 0 1000000
0 0 2 0 0 0
0 1 0 11 0
4:45 PM 0 0 5 0
0 0 0 0 1 0
1 0 0 13 39
5:15 PM 0 0 3 0
1 0 1 0 0 0
9 31
5:00 PM 1 0 5 1 0 0 3
0 0 0 0 1 1
5 38
5:30 PM 0 0 1 0 0 1 1
0 0 0 0 0 0002000
0 0 2 0 0 0
0 0 1 4 31
5:45 PM 0 0 2 0
0 0 0 0 0 0
4 26000000
1 3 3 57 0
Peak Hour 1 0 14 1
1 0 2 0 1 0Count Total 1 1 25 1 0 1 17
0 04:00 PM
RT
31 0
Interval
Start
Dublin Blvd Dublin Blvd Regional St Regional St 15-min
Total
Rolling
One Hour
0 0 0 1 1 2018101
RTTHLT RTTHLTRT
0
5:00 PM
0000
0 0
4:45 PM
0 0 0 0
0
4:30 PM
00000004:15 PM 0
0 0
0 0 0
0 0
5:45 PM
0 0 0 0
0
5:30 PM
0000000
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
000000000
Peak Hour
0 0Count Total
0
THLT
0000000
0 00000
0 0
0 0
0000
0
0
0
00
0
THLT
00000000
0
00
0
0
0 0 0
0 0 0
0
000 0 0 0
000 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 143
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
2
1
0
1
3
0
0
7
5
WB --
NB 8.8%0.85
Peak Hour: 7:30 AM 8:30 AM
HV %:PHF
EB 0.0%0.78
Date: 11/10/2022
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.6%0.86
TOTAL 3.3%0.89
TH RTUTLTTHRTUTLT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Project Driveway N/A Regional St Regional St 15-min
TotalUTLTTHRT
0 0 0 0 0 0
0 12 6 32 0
7:15 AM 0 4 0 0
0 0 1 9 0 07:00 AM 0 4 0 0 0 0 0
0 7 11 30 0
7:45 AM 0 7 0 0
0 0 1 9 0 0
22 0
7:30 AM 0 2 0 0 0 0 0
7 0 0 0 6 5
34 118
8:00 AM 0 8 0 0 0 0 0
10 0 0 0 7 10000000
0 0 0 0 0 0
0 5 7 29 115
8:15 AM 0 8 0 0
0 0 1 8 0 0
0 7 8 25 116
8:45 AM 0 6 0 0
0 0 0 5 0 0
28 121
8:30 AM 0 5 0 0 0 0 0
5 0 0 0 2 13
31 1134000614000001
Count Total 0 44 0 0 0 0 0 0 52 74 231 0
Peak
Hour
All 0 25 0
0 0 4 57 0 0
0 0 1 0 4 0000030
41 121 0
HV 0 0 0 0 0 0
2 32 0 0 0 21000000
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
---5%0%3%----0%9%HV%-0%---
0 0
7:15 AM 0 0 3 1 4 0 0
0 0 0 0 0 0
West North South
7:00 AM 0 0 0 2 2 0
EB WB NB SB Total East
7:45 AM 0 0 0 1 1
0 0 1 0 0 0
0
7:30 AM 0 0 2 0 2 0 0 0
0 0 0 2 0 0
0 1
8:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
8:00 AM 0 0 1 0 1 0
0 0 0 0 0 0
8:45 AM 0 0 2 1 3
0 0 0 0 0 0
0
8:30 AM 0 0 0 0 0 0 0 0
0 0 0 0 2 1
0 0 0000000
1 1
Peak Hr 0 0 3 1 4 0 0
0 0 0 0 3 2Count Total 0 0 8 5 13 0
1000121
0
0
0 0
00
1
1
2 1
N
Regional St
Project Driveway
Re
g
i
o
n
a
l
S
t
Re
g
i
o
n
a
l
S
t
Project Driveway
121TEV:
0.89PHF:
41 21
62 57
0
322
3421
0
0
2525
43
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 144
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Project Driveway N/A Regional St Regional St 15-min
Total
Rolling
One HourEastboundWestbound
0 2 0 2 0
7:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0
UT LT TH RT UT LT
4 0
7:30 AM 0 0 0 0 0 0 0
3 0 0 0 1 0000000
0 0 0 0 0 0
0 0 0 2 0
7:45 AM 0 0 0 0
0 0 0 2 0 0
0 0 0 1 8
8:15 AM 0 0 0 0
0 0 0 1 0 0
1 9
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 4
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0 0
0 0 0 0 2
8:45 AM 0 0 0 0
0 0 0 0 0 0
3 4200010
0 5 0 13 0
Peak Hour 0 0 0 0
0 0 0 8 0 0Count Total 0 0 0 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
4 0
Interval
Start
Project Driveway N/A Regional St Regional St 15-min
Total
Rolling
One HourEastbound
3 0 0 0 1 0000000
0 0 0 0
7:15 AM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
7:00 AM 0 0 0 0
0 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
8:15 AM 0 0 0 0 0
0 0 0 0 0 0
0
8:00 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
8:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
8:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0000000
0 0 0 0 0Count Total 0 0 0 0 0 0 0 0
0 0 0000000Peak Hour 0 0 0 0 0
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 145
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
0
0
0
0
0
0
2
2
2
WB --
NB 0.6%0.88
Peak Hour: 3:00 PM 4:00 PM
HV %:PHF
EB 3.7%0.75
Date: 11/10/2022
Peak Hour Count Period: 2:00 PM 4:00 PM
SB 0.0%0.72
TOTAL 0.8%0.85
TH RTUTLTTHRTUTLT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Project Driveway N/A Regional St Regional St 15-min
TotalUTLTTHRT
0 0 0 0 0 0
0 10 10 47 0
2:15 PM 0 7 0 0
0 0 0 15 0 02:00 PM 0 11 0 1 0 0 0
0 10 9 40 0
2:45 PM 0 14 0 2
0 0 0 12 0 0
41 0
2:30 PM 0 8 0 1 0 0 0
10 0 0 0 12 12
52 180
3:00 PM 0 8 0 1 0 0 0
21 0 1 0 7 7000000
0 0 0 0 0 0
0 5 6 53 186
3:15 PM 0 7 0 0
0 0 0 33 0 0
0 12 8 69 233
3:45 PM 0 6 0 0
0 0 1 43 0 0
59 204
3:30 PM 0 5 0 0 0 0 0
36 0 0 0 9 7
76 25744000187000001
Count Total 0 66 0 5 0 0 0 0 83 66 437 0
Peak
Hour
All 0 26 0
0 0 2 214 0 1
0 0 0 0 2 0000010
28 257 0
HV 0 0 0 1 0 0
2 156 0 0 0 44100000
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
---0%0%1%----0%1%HV%-0%-100%-
0 0
2:15 PM 0 0 1 1 2 0 0
0 0 0 0 0 0
West North South
2:00 PM 0 0 1 1 2 0
EB WB NB SB Total East
2:45 PM 0 0 1 0 1
0 0 0 0 0 0
0
2:30 PM 0 0 1 2 3 0 0 0
0 0 0 0 0 0
0 0
3:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
3:00 PM 1 0 1 0 2 0
0 0 0 0 0 0
3:45 PM 0 0 0 0 0
0 0 0 0 0 0
0
3:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 2 0000000
2 0
Peak Hr 1 0 1 0 2 0 0
0 0 0 0 0 0Count Total 1 0 5 4 10 0
0000002
0
0
0 0
00
2
0
0 0
N
Regional St
Project Driveway
Re
g
i
o
n
a
l
S
t
Re
g
i
o
n
a
l
S
t
Project Driveway
257TEV:
0.85PHF:
28 44
72
18
2
0
15
6
2
15
8
45
0
1
2627
30
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 146
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Project Driveway N/A Regional St Regional St 15-min
Total
Rolling
One HourEastboundWestbound
0 1 0 2 0
2:15 PM 0 0 0 0
0 0 0 1 0 0
TH RT
2:00 PM 0 0 0 0 0 0 0
UT LT TH RT UT LT
2 0
2:30 PM 0 0 0 0 0 0 0
1 0 0 0 1 0000000
0 0 0 0 0 0
0 2 0 3 0
2:45 PM 0 0 0 0
0 0 0 1 0 0
0 0 0 2 8
3:15 PM 0 0 0 0
0 0 0 1 0 0
1 8
3:00 PM 0 0 0 1 0 0 0
1 0 0 0 0 0
0 6
3:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0 0
0 0 0 0 3
3:45 PM 0 0 0 0
0 0 0 0 0 0
0 2000000
0 4 0 10 0
Peak Hour 0 0 0 1
0 0 0 5 0 0Count Total 0 0 0 1 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
2 0
Interval
Start
Project Driveway N/A Regional St Regional St 15-min
Total
Rolling
One HourEastbound
1 0 0 0 0 0000000
0 0 0 0
2:15 PM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
2:00 PM 0 0 0 0
0 0
2:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
2:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
3:15 PM 0 0 0 0 0
0 0 0 0 0 0
0
3:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
3:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
3:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0000000
0 0 0 0 0Count Total 0 0 0 0 0 0 0 0
0 0 0000000Peak Hour 0 0 0 0 0
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 147
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
2
1
0
0
2
0
0
0
5
3
WB --
NB 2.0%0.85
Peak Hour: 4:00 PM 5:00 PM
HV %:PHF
EB 3.0%0.83
Date: 11/10/2022
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 2.3%0.80
TOTAL 2.3%0.88
TH RTUTLTTHRTUTLT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Project Driveway N/A Regional St Regional St 15-min
TotalUTLTTHRT
0 0 0 0 0 0
0 10 9 55 0
4:15 PM 0 6 0 0
0 0 0 28 0 04:00 PM 0 8 0 0 0 0 0
0 14 5 45 0
4:45 PM 0 8 0 2
0 0 0 17 0 0
62 0
4:30 PM 0 9 0 0 0 0 0
29 0 0 0 14 13
56 218
5:00 PM 0 16 0 0 0 0 0
25 0 0 0 18 3000000
0 0 0 0 0 0
0 12 2 54 217
5:15 PM 0 4 0 0
0 0 0 24 0 0
0 18 8 45 212
5:45 PM 0 3 0 0
0 0 0 8 0 0
57 212
5:30 PM 0 11 0 0 0 0 0
22 0 0 0 24 7
36 19215000152000001
Count Total 0 65 0 2 0 0 0 0 125 49 410 0
Peak
Hour
All 0 31 0
0 0 1 168 0 0
0 0 2 0 5 0000020
30 218 0
HV 0 1 0 0 0 0
0 99 0 0 0 56200000
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
---4%0%2%-----2%HV%-3%-0%-
0 0
4:15 PM 0 0 1 0 1 0 0
0 0 0 0 0 2
West North South
4:00 PM 1 0 0 0 1 0
EB WB NB SB Total East
4:45 PM 0 0 0 1 1
0 0 0 0 0 0
1
4:30 PM 0 0 1 1 2 0 0 0
0 0 0 0 0 0
1 0
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 1
0 0 0
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 0
5:45 PM 0 0 0 0 0
0 0 0 0 0 0
0
5:30 PM 0 0 0 1 1 0 0 0
0 0 0 0 0 0
0 0 0000000
1 1
Peak Hr 1 0 2 2 5 0 0
0 0 0 0 0 3Count Total 1 0 2 3 6 0
1000020
0
0
0 0
00
0
1
2 0
N
Regional St
Project Driveway
Re
g
i
o
n
a
l
S
t
Re
g
i
o
n
a
l
S
t
Project Driveway
218TEV:
0.88PHF:
30 56
86
13
0
0
990
9958
0
2
3133
30
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 148
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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Project Driveway N/A Regional St Regional St 15-min
Total
Rolling
One HourEastboundWestbound
0 0 0 1 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 1 0 0 0 0 0
UT LT TH RT UT LT
1 0
4:30 PM 0 0 0 0 0 0 0
1 0 0 0 0 0000000
0 0 0 0 0 0
0 1 0 2 0
4:45 PM 0 0 0 0
0 0 0 1 0 0
0 0 0 0 4
5:15 PM 0 0 0 0
0 0 0 0 0 0
1 5
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 3
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0 0
0 1 0 1 2
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 1000000
0 3 0 6 0
Peak Hour 0 1 0 0
0 0 0 2 0 0Count Total 0 1 0 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
5 0
Interval
Start
Project Driveway N/A Regional St Regional St 15-min
Total
Rolling
One HourEastbound
2 0 0 0 2 0000000
0 0 0 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
4:00 PM 0 0 0 0
0 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
4:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
5:15 PM 0 0 0 0 0
0 0 0 0 0 0
0
5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0000000
0 0 0 0 0Count Total 0 0 0 0 0 0 0 0
0 0 0000000Peak Hour 0 0 0 0 0
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com 149
C Transportation Impact Study for the BASIS School Project
March 2023
Appendix C
Intersection Level of Service Calculations
150
151
HCM 6th Signalized Intersection Summary
1: San Ramon Rd & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
1 - Existing AM Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 257 216 352 341 169 89 372 534 502 150 588 237
Future Volume (veh/h) 257 216 352 341 169 89 372 534 502 150 588 237
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.99 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1870 1870 1900 1841 1885 1856 1870 1900 1885 1885
Adj Flow Rate, veh/h 289 243 153 383 190 43 418 600 302 169 661 146
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89
Percent Heavy Veh, % 112204132011
Cap, veh/h 338 545 419 497 292 235 476 2736 1763 222 2401 736
Arrive On Green 0.10 0.15 0.15 0.03 0.05 0.05 0.14 0.54 0.54 0.06 0.47 0.47
Sat Flow, veh/h 3483 3582 2752 5023 1900 1530 3483 5066 2752 3510 5147 1577
Grp Volume(v), veh/h 289 243 153 383 190 43 418 600 302 169 661 146
Grp Sat Flow(s),veh/h/ln 1742 1791 1376 1674 1900 1530 1742 1689 1376 1755 1716 1577
Q Serve(g_s), s 11.4 8.6 7.0 10.6 13.7 3.8 16.5 8.7 6.2 6.6 11.0 7.6
Cycle Q Clear(g_c), s 11.4 8.6 7.0 10.6 13.7 3.8 16.5 8.7 6.2 6.6 11.0 7.6
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 338 545 419 497 292 235 476 2736 1763 222 2401 736
V/C Ratio(X) 0.85 0.45 0.37 0.77 0.65 0.18 0.88 0.22 0.17 0.76 0.28 0.20
Avail Cap(c_a), veh/h 373 1023 786 718 611 492 572 2736 1763 351 2401 736
HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 62.2 54.0 53.3 66.1 62.7 58.0 59.3 16.8 10.2 64.5 22.9 21.9
Incr Delay (d2), s/veh 16.1 0.8 0.8 4.2 3.4 0.5 12.8 0.2 0.2 5.4 0.3 0.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.8 4.0 2.5 5.0 7.3 1.5 8.0 3.3 1.9 3.1 4.5 3.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.4 54.8 54.1 70.3 66.2 58.5 72.0 17.0 10.5 69.9 23.1 22.6
LnGrp LOS EDDEEEEBBECC
Approach Vol, veh/h 685 616 1320 976
Approach Delay, s/veh 64.6 68.2 32.9 31.1
Approach LOS E E C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.8 81.0 18.8 26.3 24.1 70.7 18.6 26.5
Change Period (Y+Rc), s 5.0 5.4 5.0 5.0 5.0 5.4 5.0 5.0
Max Green Setting (Gmax), s 14.0 45.6 20.0 40.0 23.0 36.6 15.0 45.0
Max Q Clear Time (g_c+I1), s 8.6 10.7 12.6 10.6 18.5 13.0 13.4 15.7
Green Ext Time (p_c), s 0.2 8.5 1.3 3.2 0.7 7.0 0.2 1.7
Intersection Summary
HCM 6th Ctrl Delay 44.5
HCM 6th LOS D
HCM 6th TWSC
2: Driveway & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
1 - Existing AM Page 2
Intersection
Int Delay, s/veh 1.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 694 139 0 652 0 132
Future Vol, veh/h 694 139 0 652 0 132
Conflicting Peds, #/hr 0 30003
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 1 10200
Mvmt Flow 771 154 0 724 0 147
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 469
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.1
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.9
Pot Cap-1 Maneuver - - 0 - 0 467
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - --
Mov Cap-1 Maneuver -----464
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 16.3
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h)464 - - -
HCM Lane V/C Ratio 0.316 - - -
HCM Control Delay (s) 16.3 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 1.3 - - -
15
2
HCM 6th Signalized Intersection Summary
3: Regional St & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
1 - Existing AM Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 145 654 28 29 464 45 47 8 12 39 17 79
Future Volume (veh/h) 145 654 28 29 464 45 47 8 12 39 17 79
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.98 1.00 0.96
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1841 1900 1856 1870 1870 1707 1900 1900 1900 1900
Adj Flow Rate, veh/h 158 711 21 32 504 46 51 9 2 42 18 19
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0140322130000
Cap, veh/h 149 3724 110 41 3994 355 66 150 139 55 154 126
Arrive On Green 0.03 0.24 0.24 0.02 0.67 0.67 0.04 0.09 0.09 0.03 0.08 0.08
Sat Flow, veh/h 1810 5133 151 1810 5996 534 1781 1707 1577 1810 1900 1552
Grp Volume(v), veh/h 158 475 257 32 400 150 51 9 2 42 18 19
Grp Sat Flow(s),veh/h/ln 1810 1716 1853 1810 1596 1742 1781 1707 1577 1810 1900 1552
Q Serve(g_s), s 11.5 15.4 15.5 2.5 4.3 4.4 4.0 0.7 0.2 3.2 1.2 1.6
Cycle Q Clear(g_c), s 11.5 15.4 15.5 2.5 4.3 4.4 4.0 0.7 0.2 3.2 1.2 1.6
Prop In Lane 1.00 0.08 1.00 0.31 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 149 2489 1345 41 3189 1161 66 150 139 55 154 126
V/C Ratio(X) 1.06 0.19 0.19 0.78 0.13 0.13 0.77 0.06 0.01 0.77 0.12 0.15
Avail Cap(c_a), veh/h 149 2489 1345 149 3189 1161 197 491 454 187 533 436
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 68.1 20.5 20.5 68.1 8.5 8.5 66.8 58.5 58.3 67.4 59.7 59.8
Incr Delay (d2), s/veh 91.6 0.2 0.3 11.1 0.1 0.2 7.1 0.2 0.0 8.2 0.4 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 9.4 7.2 7.8 1.3 1.5 1.7 1.9 0.3 0.1 1.6 0.6 0.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 159.7 20.7 20.8 79.1 8.6 8.8 73.9 58.7 58.3 75.6 60.1 60.5
LnGrp LOS FCCEAAEEEEEE
Approach Vol, veh/h 890 582 62 79
Approach Delay, s/veh 45.4 12.5 71.2 68.4
Approach LOS D B E E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.7 17.0 7.7 106.6 9.7 16.1 16.0 98.3
Change Period (Y+Rc), s 4.5 * 4.7 4.5 5.0 4.5 * 4.7 4.5 5.0
Max Green Setting (Gmax), s 14.5 * 40 11.5 55.0 15.5 * 39 11.5 55.0
Max Q Clear Time (g_c+I1), s 5.2 2.7 4.5 17.5 6.0 3.6 13.5 6.4
Green Ext Time (p_c), s 0.0 0.0 0.0 7.6 0.0 0.1 0.0 5.8
Intersection Summary
HCM 6th Ctrl Delay 35.6
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 6th TWSC
4: Regional St & Driveway 12/13/2022
BASIS School TIS Synchro 11 Report
1 - Existing AM Page 4
Intersection
Int Delay, s/veh 2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 25 0 2 32 21 41
Future Vol, veh/h 25 0 2 32 21 41
Conflicting Peds, #/hr 3 33003
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 0 00950
Mvmt Flow 28 0 2 36 24 46
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 93 53 73 0 - 0
Stage 1 50 -----
Stage 2 43 -----
Critical Hdwy 6.4 6.2 4.1 - - -
Critical Hdwy Stg 15.4-----
Critical Hdwy Stg 25.4-----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 912 1020 1540 - - -
Stage 1 978 -----
Stage 2 985 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 906 1014 1536 - - -
Mov Cap-2 Maneuver 906 -----
Stage 1 974 -----
Stage 2 982 -----
Approach EB NB SB
HCM Control Delay, s 9.1 0.4 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1536 - 906 - -
HCM Lane V/C Ratio 0.001 - 0.031 - -
HCM Control Delay (s) 7.3 0 9.1 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
15
3
HCM 6th Signalized Intersection Summary
1: San Ramon Rd & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
2 - Existing Mid-Day PM Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 184 224 234 574 206 103 246 639 781 137 440 162
Future Volume (veh/h) 184 224 234 574 206 103 246 639 781 137 440 162
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.96 1.00 0.99 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1900 1885 1900 1870 1885 1870 1885 1885 1900
Adj Flow Rate, veh/h 190 231 72 592 212 75 254 659 375 141 454 67
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 111010212110
Cap, veh/h 243 357 275 692 312 257 313 2901 1930 193 2720 838
Arrive On Green 0.07 0.10 0.10 0.23 0.28 0.28 0.09 0.56 0.56 0.06 0.53 0.53
Sat Flow, veh/h 3483 3582 2766 5103 1885 1552 3456 5147 2752 3483 5147 1586
Grp Volume(v), veh/h 190 231 72 592 212 75 254 659 375 141 454 67
Grp Sat Flow(s),veh/h/ln 1742 1791 1383 1701 1885 1552 1728 1716 1376 1742 1716 1586
Q Serve(g_s), s 7.5 8.7 3.4 15.6 14.0 5.3 10.1 9.0 6.6 5.6 6.4 2.9
Cycle Q Clear(g_c), s 7.5 8.7 3.4 15.6 14.0 5.3 10.1 9.0 6.6 5.6 6.4 2.9
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 243 357 275 692 312 257 313 2901 1930 193 2720 838
V/C Ratio(X) 0.78 0.65 0.26 0.86 0.68 0.29 0.81 0.23 0.19 0.73 0.17 0.08
Avail Cap(c_a), veh/h 373 998 770 802 619 510 543 2901 1930 373 2720 838
HCM Platoon Ratio 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 64.1 60.7 58.3 52.8 47.4 44.2 62.5 15.3 7.3 65.1 17.1 16.2
Incr Delay (d2), s/veh 5.8 2.8 0.7 8.7 3.7 0.9 5.1 0.2 0.2 5.2 0.1 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.5 4.1 1.2 6.7 6.3 2.1 4.6 3.5 1.9 2.6 2.5 1.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 69.8 63.5 59.0 61.5 51.1 45.1 67.5 15.5 7.6 70.3 17.2 16.4
LnGrp LOS EEEEDDEBAEBB
Approach Vol, veh/h 493 879 1288 662
Approach Delay, s/veh 65.3 57.6 23.4 28.4
Approach LOS E E C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.8 84.3 24.0 18.9 17.7 79.4 14.8 28.2
Change Period (Y+Rc), s 5.0 5.4 5.0 5.0 5.0 5.4 5.0 5.0
Max Green Setting (Gmax), s 15.0 43.6 22.0 39.0 22.0 36.6 15.0 46.0
Max Q Clear Time (g_c+I1), s 7.6 11.0 17.6 10.7 12.1 8.4 9.5 16.0
Green Ext Time (p_c), s 0.2 9.8 1.4 2.5 0.6 4.6 0.3 2.2
Intersection Summary
HCM 6th Ctrl Delay 39.7
HCM 6th LOS D
HCM 6th TWSC
2: Driveway & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
2 - Existing Mid-Day PM Page 2
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1057 72 0 871 0 70
Future Vol, veh/h 1057 72 0 871 0 70
Conflicting Peds, #/hr 0 30003
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 1 30100
Mvmt Flow 1124 77 0 927 0 74
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 607
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.1
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.9
Pot Cap-1 Maneuver - - 0 - 0 380
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----378
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 16.8
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 378 - - -
HCM Lane V/C Ratio 0.197 - - -
HCM Control Delay (s) 16.8 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.7 - - -
15
4
HCM 6th Signalized Intersection Summary
3: Regional St & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
2 - Existing Mid-Day PM Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 181 889 69 55 556 97 130 39 116 127 26 165
Future Volume (veh/h) 181 889 69 55 556 97 130 39 116 127 26 165
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.98 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1870 1885 1856 1900 1900 1900 1900
Adj Flow Rate, veh/h 191 936 62 58 585 94 137 41 43 134 27 48
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 010012130000
Cap, veh/h 212 3373 223 75 3470 540 161 97 83 158 95 79
Arrive On Green 0.23 1.00 1.00 0.04 0.61 0.61 0.09 0.05 0.05 0.09 0.05 0.05
Sat Flow, veh/h 1810 4923 325 1810 5696 886 1795 1856 1584 1810 1900 1574
Grp Volume(v), veh/h 191 652 346 58 497 182 137 41 43 134 27 48
Grp Sat Flow(s),veh/h/ln 1810 1716 1817 1810 1621 1719 1795 1856 1584 1810 1900 1574
Q Serve(g_s), s 14.3 0.0 0.0 4.4 6.2 6.5 10.5 3.0 3.7 10.2 1.9 4.2
Cycle Q Clear(g_c), s 14.3 0.0 0.0 4.4 6.2 6.5 10.5 3.0 3.7 10.2 1.9 4.2
Prop In Lane 1.00 0.18 1.00 0.52 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 212 2351 1245 75 2963 1047 161 97 83 158 95 79
V/C Ratio(X) 0.90 0.28 0.28 0.77 0.17 0.17 0.85 0.42 0.52 0.85 0.28 0.61
Avail Cap(c_a), veh/h 265 2351 1245 200 2963 1047 289 534 456 252 506 419
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 52.8 0.0 0.0 66.5 11.9 12.0 62.8 64.3 64.6 63.0 64.1 65.2
Incr Delay (d2), s/veh 24.1 0.3 0.6 6.2 0.1 0.4 4.7 3.5 5.9 7.8 1.9 8.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.1 0.1 0.2 2.2 2.3 2.6 5.0 1.5 1.6 5.1 1.0 1.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 76.9 0.3 0.6 72.7 12.0 12.3 67.5 67.7 70.5 70.8 66.0 74.0
LnGrp LOS EAAEBBEEEEEE
Approach Vol, veh/h 1189 737 221 209
Approach Delay, s/veh 12.7 16.9 68.1 70.9
Approach LOS BBEE
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.7 12.0 10.3 100.9 17.1 11.7 20.9 90.3
Change Period (Y+Rc), s 4.5 * 4.7 4.5 5.0 4.5 * 4.7 4.5 5.0
Max Green Setting (Gmax), s 19.5 * 40 15.5 46.0 22.5 * 37 20.5 41.0
Max Q Clear Time (g_c+I1), s 12.2 5.7 6.4 2.0 12.5 6.2 16.3 8.5
Green Ext Time (p_c), s 0.1 0.4 0.0 11.8 0.1 0.3 0.1 6.9
Intersection Summary
HCM 6th Ctrl Delay 24.4
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 6th TWSC
4: Regional St & Driveway 12/13/2022
BASIS School TIS Synchro 11 Report
2 - Existing Mid-Day PM Page 4
Intersection
Int Delay, s/veh 1.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 1 2 156 44 28
Future Vol, veh/h 26 1 2 156 44 28
Conflicting Peds, #/hr 2 00002
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 0 100 0 1 0 0
Mvmt Flow 31 1 2 184 52 33
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 261 71 87 0 - 0
Stage 1 71 -----
Stage 2 190 -----
Critical Hdwy 6.4 7.2 4.1 - - -
Critical Hdwy Stg 15.4-----
Critical Hdwy Stg 25.4-----
Follow-up Hdwy 3.5 4.2 2.2 - - -
Pot Cap-1 Maneuver 732 775 1522 - - -
Stage 1 957 -----
Stage 2 847 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 728 774 1519 - - -
Mov Cap-2 Maneuver 728 -----
Stage 1 954 -----
Stage 2 845 -----
Approach EB NB SB
HCM Control Delay, s 10.2 0.1 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1519 - 730 - -
HCM Lane V/C Ratio 0.002 - 0.044 - -
HCM Control Delay (s) 7.4 0 10.2 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
15
5
HCM 6th Signalized Intersection Summary
1: San Ramon Rd & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
3 - Existing PM Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 223 345 311 652 220 159 352 813 878 132 420 129
Future Volume (veh/h) 223 345 311 652 220 159 352 813 878 132 420 129
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1870 1885 1885 1885 1900 1870 1885 1885 1900
Adj Flow Rate, veh/h 237 367 120 694 234 101 374 865 389 140 447 64
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 000211102110
Cap, veh/h 290 506 397 764 395 324 432 2630 1836 192 2254 704
Arrive On Green 0.08 0.14 0.14 0.25 0.35 0.35 0.12 0.51 0.51 0.06 0.44 0.44
Sat Flow, veh/h 3510 3610 2834 5023 1885 1545 3483 5187 2785 3483 5147 1607
Grp Volume(v), veh/h 237 367 120 694 234 101 374 865 389 140 447 64
Grp Sat Flow(s),veh/h/ln 1755 1805 1417 1674 1885 1545 1742 1729 1392 1742 1716 1607
Q Serve(g_s), s 9.3 13.6 5.3 18.8 14.2 6.7 14.7 13.8 7.7 5.5 7.5 3.3
Cycle Q Clear(g_c), s 9.3 13.6 5.3 18.8 14.2 6.7 14.7 13.8 7.7 5.5 7.5 3.3
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 290 506 397 764 395 324 432 2630 1836 192 2254 704
V/C Ratio(X) 0.82 0.73 0.30 0.91 0.59 0.31 0.86 0.33 0.21 0.73 0.20 0.09
Avail Cap(c_a), veh/h 376 1006 789 789 619 508 547 2630 1836 373 2254 704
HCM Platoon Ratio 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 63.2 57.6 54.1 51.3 40.6 38.1 60.2 20.4 9.5 65.1 24.2 23.0
Incr Delay (d2), s/veh 10.4 2.8 0.6 14.4 2.0 0.8 11.3 0.3 0.3 5.2 0.2 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.6 6.4 1.9 8.2 6.1 0.1 7.1 5.6 2.4 2.6 3.1 1.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 73.5 60.5 54.7 65.7 42.6 38.9 71.5 20.8 9.7 70.3 24.4 23.3
LnGrp LOS EEDEDDECAECC
Approach Vol, veh/h 724 1029 1628 651
Approach Delay, s/veh 63.8 57.8 29.8 34.2
Approach LOS E E C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.7 76.4 26.3 24.6 22.4 66.7 16.6 34.3
Change Period (Y+Rc), s 5.0 5.4 5.0 5.0 5.0 5.4 5.0 5.0
Max Green Setting (Gmax), s 15.0 43.6 22.0 39.0 22.0 36.6 15.0 46.0
Max Q Clear Time (g_c+I1), s 7.5 15.8 20.8 15.6 16.7 9.5 11.3 16.2
Green Ext Time (p_c), s 0.2 11.8 0.5 4.0 0.6 4.5 0.3 2.5
Intersection Summary
HCM 6th Ctrl Delay 43.7
HCM 6th LOS D
HCM 6th TWSC
2: Driveway & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
3 - Existing PM Page 2
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1273 56 0 995 0 55
Future Vol, veh/h 1273 56 0 995 0 55
Conflicting Peds, #/hr 0 40004
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 1 20104
Mvmt Flow 1354 60 0 1059 0 59
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 715
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.18
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.94
Pot Cap-1 Maneuver - - 0 - 0 317
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----315
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 19
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 315 - - -
HCM Lane V/C Ratio 0.186 - - -
HCM Control Delay (s) 19 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.7 - - -
15
6
HCM 6th Signalized Intersection Summary
3: Regional St & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
3 - Existing PM Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 178 1075 82 77 661 117 120 41 62 162 41 184
Future Volume (veh/h) 178 1075 82 77 661 117 120 41 62 162 41 184
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1885 1900 1900 1885 1870 1885
Adj Flow Rate, veh/h 185 1120 70 80 689 108 125 43 23 169 43 48
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 111111100121
Cap, veh/h 206 3197 200 101 3351 511 149 108 92 193 152 128
Arrive On Green 0.23 1.00 1.00 0.06 0.59 0.59 0.08 0.06 0.06 0.11 0.08 0.08
Sat Flow, veh/h 1795 4949 309 1795 5709 871 1795 1900 1610 1795 1870 1574
Grp Volume(v), veh/h 185 776 414 80 584 213 125 43 23 169 43 48
Grp Sat Flow(s),veh/h/ln 1795 1716 1828 1795 1621 1716 1795 1900 1610 1795 1870 1574
Q Serve(g_s), s 14.0 0.0 0.0 6.2 7.9 8.2 9.6 3.1 1.9 13.0 3.0 4.0
Cycle Q Clear(g_c), s 14.0 0.0 0.0 6.2 7.9 8.2 9.6 3.1 1.9 13.0 3.0 4.0
Prop In Lane 1.00 0.17 1.00 0.51 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 206 2216 1180 101 2855 1007 149 108 92 193 152 128
V/C Ratio(X) 0.90 0.35 0.35 0.80 0.20 0.21 0.84 0.40 0.25 0.88 0.28 0.37
Avail Cap(c_a), veh/h 263 2216 1180 199 2855 1007 289 547 463 250 498 419
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 53.1 0.0 0.0 65.3 13.6 13.6 63.3 63.7 63.1 61.5 60.4 60.9
Incr Delay (d2), s/veh 23.1 0.4 0.8 5.3 0.2 0.5 4.7 2.8 1.7 19.6 1.2 2.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.9 0.1 0.3 3.0 2.9 3.3 4.6 1.6 0.8 7.0 1.5 1.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 76.2 0.4 0.8 70.6 13.7 14.1 68.0 66.5 64.8 81.1 61.6 63.1
LnGrp LOS EAAEBBEEEFEE
Approach Vol, veh/h 1375 877 191 260
Approach Delay, s/veh 10.7 19.0 67.3 74.6
Approach LOS BBEE
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.6 12.7 12.3 95.4 16.1 16.1 20.6 87.2
Change Period (Y+Rc), s 4.5 * 4.7 4.5 5.0 4.5 * 4.7 4.5 5.0
Max Green Setting (Gmax), s 19.5 * 40 15.5 46.0 22.5 * 37 20.5 41.0
Max Q Clear Time (g_c+I1), s 15.0 5.1 8.2 2.0 11.6 6.0 16.0 10.2
Green Ext Time (p_c), s 0.1 0.3 0.0 15.1 0.1 0.4 0.1 8.2
Intersection Summary
HCM 6th Ctrl Delay 23.6
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 6th TWSC
4: Regional St & Driveway 12/13/2022
BASIS School TIS Synchro 11 Report
3 - Existing PM Page 4
Intersection
Int Delay, s/veh 1.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 31 2 0 99 56 30
Future Vol, veh/h 31 2 0 99 56 30
Conflicting Peds, #/hr 2 33002
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 00240
Mvmt Flow 35 2 0 113 64 34
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 199 87 101 0 - 0
Stage 1 84 -----
Stage 2 115 -----
Critical Hdwy 6.43 6.2 4.1 - - -
Critical Hdwy Stg 15.43-----
Critical Hdwy Stg 25.43-----
Follow-up Hdwy 3.527 3.3 2.2 - - -
Pot Cap-1 Maneuver 787 977 1504 - - -
Stage 1 937 -----
Stage 2 907 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 782 971 1500 - - -
Mov Cap-2 Maneuver 782 -----
Stage 1 934 -----
Stage 2 904 -----
Approach EB NB SB
HCM Control Delay, s 9.8 0 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1500 - 791 - -
HCM Lane V/C Ratio - - 0.047 - -
HCM Control Delay (s) 0 - 9.8 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
15
7
HCM 6th Signalized Intersection Summary
1: San Ramon Rd & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
4 - Near-Term AM Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 260 226 352 372 184 99 375 547 534 156 588 237
Future Volume (veh/h) 260 226 352 372 184 99 375 547 534 156 588 237
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.99 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1870 1870 1900 1841 1885 1856 1870 1900 1885 1885
Adj Flow Rate, veh/h 292 254 153 418 207 54 421 615 338 175 661 146
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89
Percent Heavy Veh, % 112204132011
Cap, veh/h 341 553 425 532 308 248 479 2681 1752 228 2350 720
Arrive On Green 0.10 0.15 0.15 0.03 0.05 0.05 0.14 0.53 0.53 0.06 0.46 0.46
Sat Flow, veh/h 3483 3582 2752 5023 1900 1531 3483 5066 2752 3510 5147 1577
Grp Volume(v), veh/h 292 254 153 418 207 54 421 615 338 175 661 146
Grp Sat Flow(s),veh/h/ln 1742 1791 1376 1674 1900 1531 1742 1689 1376 1755 1716 1577
Q Serve(g_s), s 11.6 9.0 7.0 11.6 15.0 4.7 16.6 9.1 7.2 6.9 11.2 7.8
Cycle Q Clear(g_c), s 11.6 9.0 7.0 11.6 15.0 4.7 16.6 9.1 7.2 6.9 11.2 7.8
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 341 553 425 532 308 248 479 2681 1752 228 2350 720
V/C Ratio(X) 0.86 0.46 0.36 0.79 0.67 0.22 0.88 0.23 0.19 0.77 0.28 0.20
Avail Cap(c_a), veh/h 373 1023 786 718 611 492 572 2681 1752 351 2350 720
HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 62.2 53.9 53.0 66.0 62.6 57.7 59.2 17.7 10.6 64.4 23.7 22.8
Incr Delay (d2), s/veh 16.5 0.8 0.7 5.0 3.6 0.6 12.9 0.2 0.2 5.4 0.3 0.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.9 4.1 2.5 5.5 8.0 1.9 8.1 3.5 2.2 3.2 4.6 3.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.6 54.7 53.7 71.0 66.2 58.4 72.2 17.9 10.9 69.8 24.0 23.4
LnGrp LOS EDDEEEEBBECC
Approach Vol, veh/h 699 679 1374 982
Approach Delay, s/veh 64.5 68.5 32.8 32.1
Approach LOS E E C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.1 79.5 19.8 26.6 24.2 69.3 18.7 27.7
Change Period (Y+Rc), s 5.0 5.4 5.0 5.0 5.0 5.4 5.0 5.0
Max Green Setting (Gmax), s 14.0 45.6 20.0 40.0 23.0 36.6 15.0 45.0
Max Q Clear Time (g_c+I1), s 8.9 11.1 13.6 11.0 18.6 13.2 13.6 17.0
Green Ext Time (p_c), s 0.2 9.0 1.3 3.3 0.6 6.9 0.2 2.0
Intersection Summary
HCM 6th Ctrl Delay 45.0
HCM 6th LOS D
HCM 6th TWSC
2: Driveway & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
4 - Near-Term AM Page 2
Intersection
Int Delay, s/veh 1.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 775 139 0 654 0 132
Future Vol, veh/h 775 139 0 654 0 132
Conflicting Peds, #/hr 0 30003
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 1 10200
Mvmt Flow 861 154 0 727 0 147
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 514
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.1
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.9
Pot Cap-1 Maneuver - - 0 - 0 437
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----435
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 17.4
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 435 - - -
HCM Lane V/C Ratio 0.337 - - -
HCM Control Delay (s) 17.4 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 1.5 - - -
15
8
HCM 6th Signalized Intersection Summary
3: Regional St & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
4 - Near-Term AM Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 147 681 40 29 504 45 64 8 12 39 17 79
Future Volume (veh/h) 147 681 40 29 504 45 64 8 12 39 17 79
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.98 1.00 0.96
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1841 1900 1856 1870 1870 1707 1900 1900 1900 1900
Adj Flow Rate, veh/h 160 740 34 32 548 46 70 9 2 42 18 19
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0140322130000
Cap, veh/h 149 3589 164 41 3946 324 89 172 160 55 154 126
Arrive On Green 0.03 0.24 0.24 0.02 0.65 0.65 0.05 0.10 0.10 0.03 0.08 0.08
Sat Flow, veh/h 1810 5037 231 1810 6041 496 1781 1707 1581 1810 1900 1552
Grp Volume(v), veh/h 160 503 271 32 432 162 70 9 2 42 18 19
Grp Sat Flow(s),veh/h/ln 1810 1716 1836 1810 1596 1750 1781 1707 1581 1810 1900 1552
Q Serve(g_s), s 11.5 16.5 16.6 2.5 4.8 5.0 5.4 0.7 0.2 3.2 1.2 1.6
Cycle Q Clear(g_c), s 11.5 16.5 16.6 2.5 4.8 5.0 5.4 0.7 0.2 3.2 1.2 1.6
Prop In Lane 1.00 0.13 1.00 0.28 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 149 2445 1309 41 3127 1143 89 172 160 55 154 126
V/C Ratio(X) 1.08 0.21 0.21 0.78 0.14 0.14 0.79 0.05 0.01 0.77 0.12 0.15
Avail Cap(c_a), veh/h 149 2445 1309 149 3127 1143 197 491 455 187 533 436
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 68.1 21.7 21.7 68.1 9.3 9.3 65.8 56.9 56.7 67.4 59.7 59.8
Incr Delay (d2), s/veh 95.7 0.2 0.4 11.1 0.1 0.3 5.7 0.2 0.0 8.2 0.4 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 9.6 7.7 8.3 1.3 1.7 1.9 2.6 0.3 0.1 1.6 0.6 0.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 163.8 21.9 22.1 79.1 9.3 9.5 71.5 57.0 56.7 75.6 60.1 60.5
LnGrp LOS FCCEAAEEEEEE
Approach Vol, veh/h 934 626 81 79
Approach Delay, s/veh 46.3 13.0 69.5 68.4
Approach LOS D B E E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.7 18.8 7.7 104.8 11.5 16.1 16.0 96.4
Change Period (Y+Rc), s 4.5 * 4.7 4.5 5.0 4.5 * 4.7 4.5 5.0
Max Green Setting (Gmax), s 14.5 * 40 11.5 55.0 15.5 * 39 11.5 55.0
Max Q Clear Time (g_c+I1), s 5.2 2.7 4.5 18.6 7.4 3.6 13.5 7.0
Green Ext Time (p_c), s 0.0 0.0 0.0 8.1 0.0 0.1 0.0 6.3
Intersection Summary
HCM 6th Ctrl Delay 36.3
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 6th TWSC
4: Regional St & Driveway 12/13/2022
BASIS School TIS Synchro 11 Report
4 - Near-Term AM Page 4
Intersection
Int Delay, s/veh 1.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 25 0 0 45 38 41
Future Vol, veh/h 25 0 0 45 38 41
Conflicting Peds, #/hr 3 33003
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 0 00950
Mvmt Flow 28 0 0 51 43 46
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 123 72 92 0 - 0
Stage 1 69 -----
Stage 2 54 -----
Critical Hdwy 6.4 6.2 4.1 - - -
Critical Hdwy Stg 15.4-----
Critical Hdwy Stg 25.4-----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 877 996 1515 - - -
Stage 1 959 -----
Stage 2 974 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 872 990 1511 - - -
Mov Cap-2 Maneuver 872 -----
Stage 1 956 -----
Stage 2 971 -----
Approach EB NB SB
HCM Control Delay, s 9.3 0 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1511 - 872 - -
HCM Lane V/C Ratio - - 0.032 - -
HCM Control Delay (s) 0 - 9.3 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
15
9
HCM 6th Signalized Intersection Summary
1: San Ramon Rd & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
5 - Near-Term Mid-Day PM Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 195 241 241 638 220 119 249 703 848 154 481 168
Future Volume (veh/h) 195 241 241 638 220 119 249 703 848 154 481 168
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.96 1.00 0.99 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1900 1885 1900 1870 1885 1870 1885 1885 1900
Adj Flow Rate, veh/h 201 248 79 658 227 92 257 725 444 159 496 73
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 111010212110
Cap, veh/h 254 360 278 744 327 269 316 2817 1913 212 2659 819
Arrive On Green 0.07 0.10 0.10 0.24 0.29 0.29 0.09 0.55 0.55 0.06 0.52 0.52
Sat Flow, veh/h 3483 3582 2766 5103 1885 1553 3456 5147 2752 3483 5147 1586
Grp Volume(v), veh/h 201 248 79 658 227 92 257 725 444 159 496 73
Grp Sat Flow(s),veh/h/ln 1742 1791 1383 1701 1885 1553 1728 1716 1376 1742 1716 1586
Q Serve(g_s), s 7.9 9.4 3.7 17.4 15.0 6.5 10.2 10.4 8.3 6.3 7.2 3.3
Cycle Q Clear(g_c), s 7.9 9.4 3.7 17.4 15.0 6.5 10.2 10.4 8.3 6.3 7.2 3.3
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 254 360 278 744 327 269 316 2817 1913 212 2659 819
V/C Ratio(X) 0.79 0.69 0.28 0.88 0.70 0.34 0.81 0.26 0.23 0.75 0.19 0.09
Avail Cap(c_a), veh/h 373 998 770 802 619 510 543 2817 1913 373 2659 819
HCM Platoon Ratio 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 63.8 60.9 58.3 51.8 46.5 43.5 62.4 16.7 7.9 64.7 18.1 17.1
Incr Delay (d2), s/veh 6.9 3.3 0.8 11.4 3.8 1.1 5.1 0.2 0.3 5.3 0.2 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.8 4.4 1.3 7.6 6.7 0.1 4.7 4.1 2.4 2.9 2.9 1.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 70.7 64.2 59.1 63.3 50.2 44.5 67.5 16.9 8.1 70.0 18.3 17.4
LnGrp LOS EEEEDDEBAEBB
Approach Vol, veh/h 528 977 1426 728
Approach Delay, s/veh 65.9 58.5 23.3 29.5
Approach LOS E E C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.5 82.0 25.4 19.1 17.8 77.7 15.2 29.3
Change Period (Y+Rc), s 5.0 5.4 5.0 5.0 5.0 5.4 5.0 5.0
Max Green Setting (Gmax), s 15.0 43.6 22.0 39.0 22.0 36.6 15.0 46.0
Max Q Clear Time (g_c+I1), s 8.3 12.4 19.4 11.4 12.2 9.2 9.9 17.0
Green Ext Time (p_c), s 0.2 11.1 1.0 2.7 0.6 5.1 0.3 2.4
Intersection Summary
HCM 6th Ctrl Delay 40.1
HCM 6th LOS D
HCM 6th TWSC
2: Driveway & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
5 - Near-Term Mid-Day PM Page 2
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1170 72 0 976 0 70
Future Vol, veh/h 1170 72 0 976 0 70
Conflicting Peds, #/hr 0 30003
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 1 30100
Mvmt Flow 1245 77 0 1038 0 74
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 667
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.1
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.9
Pot Cap-1 Maneuver - - 0 - 0 348
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----346
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 18.2
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 346 - - -
HCM Lane V/C Ratio 0.215 - - -
HCM Control Delay (s) 18.2 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.8 - - -
16
0
HCM 6th Signalized Intersection Summary
3: Regional St & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
5 - Near-Term Mid-Day PM Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 192 936 102 55 577 97 201 39 116 127 26 166
Future Volume (veh/h) 192 936 102 55 577 97 201 39 116 127 26 166
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.99 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1870 1885 1856 1900 1900 1900 1900
Adj Flow Rate, veh/h 202 985 96 58 607 94 212 41 43 134 27 49
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 010012130000
Cap, veh/h 223 3058 297 75 3213 483 236 176 150 158 96 80
Arrive On Green 0.25 1.00 1.00 0.04 0.56 0.56 0.13 0.09 0.09 0.09 0.05 0.05
Sat Flow, veh/h 1810 4757 462 1810 5727 860 1795 1856 1587 1810 1900 1575
Grp Volume(v), veh/h 202 710 371 58 513 188 212 41 43 134 27 49
Grp Sat Flow(s),veh/h/ln 1810 1716 1788 1810 1621 1723 1795 1856 1587 1810 1900 1575
Q Serve(g_s), s 15.2 0.0 0.0 4.4 7.2 7.5 16.3 2.9 3.5 10.2 1.9 4.3
Cycle Q Clear(g_c), s 15.2 0.0 0.0 4.4 7.2 7.5 16.3 2.9 3.5 10.2 1.9 4.3
Prop In Lane 1.00 0.26 1.00 0.50 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 223 2206 1150 75 2729 967 236 176 150 158 96 80
V/C Ratio(X) 0.91 0.32 0.32 0.77 0.19 0.19 0.90 0.23 0.29 0.85 0.28 0.61
Avail Cap(c_a), veh/h 265 2206 1150 200 2729 967 289 534 457 252 506 419
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 52.0 0.0 0.0 66.5 15.1 15.1 59.9 58.7 59.0 63.0 64.0 65.1
Incr Delay (d2), s/veh 26.8 0.4 0.7 6.2 0.2 0.4 23.0 0.8 1.2 7.8 1.9 8.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.7 0.1 0.2 2.2 2.7 3.1 8.9 1.4 1.5 5.1 1.0 1.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.8 0.4 0.7 72.7 15.2 15.6 82.9 59.5 60.2 70.8 65.9 74.0
LnGrp LOS EAAEBBFEEEEE
Approach Vol, veh/h 1283 759 296 210
Approach Delay, s/veh 12.8 19.7 76.4 70.9
Approach LOS BBEE
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.7 18.0 10.3 95.0 22.9 11.8 21.7 83.6
Change Period (Y+Rc), s 4.5 * 4.7 4.5 5.0 4.5 * 4.7 4.5 5.0
Max Green Setting (Gmax), s 19.5 * 40 15.5 46.0 22.5 * 37 20.5 41.0
Max Q Clear Time (g_c+I1), s 12.2 5.5 6.4 2.0 18.3 6.3 17.2 9.5
Green Ext Time (p_c), s 0.1 0.4 0.0 13.2 0.1 0.3 0.1 7.1
Intersection Summary
HCM 6th Ctrl Delay 27.0
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 6th TWSC
4: Regional St & Driveway 12/13/2022
BASIS School TIS Synchro 11 Report
5 - Near-Term Mid-Day PM Page 4
Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 1 0 271 133 28
Future Vol, veh/h 26 1 0 271 133 28
Conflicting Peds, #/hr 2 00002
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 0 100 0 1 0 0
Mvmt Flow 31 1 0 319 156 33
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 496 175 191 0 - 0
Stage 1 175 -----
Stage 2 321 -----
Critical Hdwy 6.4 7.2 4.1 - - -
Critical Hdwy Stg 15.4-----
Critical Hdwy Stg 25.4-----
Follow-up Hdwy 3.5 4.2 2.2 - - -
Pot Cap-1 Maneuver 537 668 1395 - - -
Stage 1 860 -----
Stage 2 740 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 535 667 1392 - - -
Mov Cap-2 Maneuver 535 -----
Stage 1 858 -----
Stage 2 739 -----
Approach EB NB SB
HCM Control Delay, s 12.1 0 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1392 - 539 - -
HCM Lane V/C Ratio - - 0.059 - -
HCM Control Delay (s) 0 - 12.1 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
16
1
HCM 6th Signalized Intersection Summary
1: San Ramon Rd & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
6 - Near-Term PM Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 233 362 318 713 234 176 356 877 945 149 461 135
Future Volume (veh/h) 233 362 318 713 234 176 356 877 945 149 461 135
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1870 1885 1885 1885 1900 1870 1885 1885 1900
Adj Flow Rate, veh/h 248 385 127 759 249 119 379 933 460 159 490 71
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 000211102110
Cap, veh/h 301 527 414 789 410 337 437 2543 1804 212 2190 684
Arrive On Green 0.09 0.15 0.15 0.26 0.36 0.36 0.13 0.49 0.49 0.06 0.43 0.43
Sat Flow, veh/h 3510 3610 2834 5023 1885 1547 3483 5187 2785 3483 5147 1607
Grp Volume(v), veh/h 248 385 127 759 249 119 379 933 460 159 490 71
Grp Sat Flow(s),veh/h/ln 1755 1805 1417 1674 1885 1547 1742 1729 1392 1742 1716 1607
Q Serve(g_s), s 9.7 14.3 5.6 20.9 15.1 7.9 14.9 15.6 9.8 6.3 8.5 3.7
Cycle Q Clear(g_c), s 9.7 14.3 5.6 20.9 15.1 7.9 14.9 15.6 9.8 6.3 8.5 3.7
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 301 527 414 789 410 337 437 2543 1804 212 2190 684
V/C Ratio(X) 0.83 0.73 0.31 0.96 0.61 0.35 0.87 0.37 0.26 0.75 0.22 0.10
Avail Cap(c_a), veh/h 376 1006 789 789 619 508 547 2543 1804 373 2190 684
HCM Platoon Ratio 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 63.0 57.1 53.4 51.2 39.7 37.4 60.1 22.2 10.4 64.7 25.5 24.2
Incr Delay (d2), s/veh 11.5 2.8 0.6 23.1 2.1 0.9 11.6 0.4 0.3 5.3 0.2 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.8 6.7 2.0 9.6 6.5 2.9 7.2 6.4 3.0 2.9 3.5 1.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.5 59.9 54.0 74.3 41.7 38.3 71.7 22.6 10.8 70.0 25.8 24.5
LnGrp LOS EEDEDDECBECC
Approach Vol, veh/h 760 1127 1772 720
Approach Delay, s/veh 63.7 63.3 30.0 35.4
Approach LOS E E C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.5 74.0 27.0 25.4 22.6 65.0 17.0 35.5
Change Period (Y+Rc), s 5.0 5.4 5.0 5.0 5.0 5.4 5.0 5.0
Max Green Setting (Gmax), s 15.0 43.6 22.0 39.0 22.0 36.6 15.0 46.0
Max Q Clear Time (g_c+I1), s 8.3 17.6 22.9 16.3 16.9 10.5 11.7 17.1
Green Ext Time (p_c), s 0.2 12.8 0.0 4.2 0.6 4.9 0.3 2.8
Intersection Summary
HCM 6th Ctrl Delay 45.3
HCM 6th LOS D
HCM 6th TWSC
2: Driveway & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
6 - Near-Term PM Page 2
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1399 56 0 1122 0 55
Future Vol, veh/h 1399 56 0 1122 0 55
Conflicting Peds, #/hr 0 40004
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 1 20104
Mvmt Flow 1488 60 0 1194 0 59
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 782
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.18
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.94
Pot Cap-1 Maneuver - - 0 - 0 286
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----284
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 20.9
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 284 - - -
HCM Lane V/C Ratio 0.206 - - -
HCM Control Delay (s) 20.9 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.8 - - -
16
2
HCM 6th Signalized Intersection Summary
3: Regional St & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
6 - Near-Term PM Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 189 1122 115 77 682 117 191 41 62 162 41 185
Future Volume (veh/h) 189 1122 115 77 682 117 191 41 62 162 41 185
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1885 1900 1900 1885 1870 1885
Adj Flow Rate, veh/h 197 1169 105 80 710 108 199 43 23 169 43 49
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 111111100121
Cap, veh/h 218 3001 269 101 3206 475 223 149 126 193 115 96
Arrive On Green 0.24 1.00 1.00 0.06 0.56 0.56 0.12 0.08 0.08 0.11 0.06 0.06
Sat Flow, veh/h 1795 4804 431 1795 5733 850 1795 1900 1610 1795 1870 1566
Grp Volume(v), veh/h 197 835 439 80 600 218 199 43 23 169 43 49
Grp Sat Flow(s),veh/h/ln 1795 1716 1805 1795 1621 1719 1795 1900 1610 1795 1870 1566
Q Serve(g_s), s 14.9 0.0 0.0 6.2 8.7 9.0 15.3 3.0 1.9 13.0 3.1 4.2
Cycle Q Clear(g_c), s 14.9 0.0 0.0 6.2 8.7 9.0 15.3 3.0 1.9 13.0 3.1 4.2
Prop In Lane 1.00 0.24 1.00 0.49 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 218 2143 1127 101 2720 962 223 149 126 193 115 96
V/C Ratio(X) 0.90 0.39 0.39 0.80 0.22 0.23 0.89 0.29 0.18 0.88 0.37 0.51
Avail Cap(c_a), veh/h 263 2143 1127 199 2720 962 289 547 463 250 498 417
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 52.2 0.0 0.0 65.3 15.5 15.6 60.4 60.8 60.3 61.5 63.1 63.6
Incr Delay (d2), s/veh 26.2 0.5 1.0 5.3 0.2 0.5 20.1 1.3 0.8 19.6 2.4 4.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.4 0.2 0.3 3.0 3.3 3.7 8.2 1.5 0.8 7.0 1.6 1.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.4 0.5 1.0 70.6 15.7 16.1 80.5 62.1 61.2 81.1 65.5 68.6
LnGrp LOS EAAEBBFEEFEE
Approach Vol, veh/h 1471 898 265 261
Approach Delay, s/veh 11.1 20.7 75.8 76.2
Approach LOS B C E E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.6 15.7 12.3 92.4 21.9 13.3 21.5 83.3
Change Period (Y+Rc), s 4.5 * 4.7 4.5 5.0 4.5 * 4.7 4.5 5.0
Max Green Setting (Gmax), s 19.5 * 40 15.5 46.0 22.5 * 37 20.5 41.0
Max Q Clear Time (g_c+I1), s 15.0 5.0 8.2 2.0 17.3 6.2 16.9 11.0
Green Ext Time (p_c), s 0.1 0.3 0.0 16.7 0.1 0.4 0.1 8.4
Intersection Summary
HCM 6th Ctrl Delay 25.9
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 6th TWSC
4: Regional St & Driveway 12/13/2022
BASIS School TIS Synchro 11 Report
6 - Near-Term PM Page 4
Intersection
Int Delay, s/veh 0.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 31 2 0 204 181 30
Future Vol, veh/h 31 2 0 204 181 30
Conflicting Peds, #/hr 2 33002
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 00240
Mvmt Flow 35 2 0 232 206 34
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 460 229 243 0 - 0
Stage 1 226 -----
Stage 2 234 -----
Critical Hdwy 6.43 6.2 4.1 - - -
Critical Hdwy Stg 15.43-----
Critical Hdwy Stg 25.43-----
Follow-up Hdwy 3.527 3.3 2.2 - - -
Pot Cap-1 Maneuver 558 815 1335 - - -
Stage 1 809 -----
Stage 2 802 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 555 810 1331 - - -
Mov Cap-2 Maneuver 555 -----
Stage 1 807 -----
Stage 2 800 -----
Approach EB NB SB
HCM Control Delay, s 11.8 0 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1331 - 566 - -
HCM Lane V/C Ratio - - 0.066 - -
HCM Control Delay (s) 0 - 11.8 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
16
3
HCM 6th Signalized Intersection Summary
1: San Ramon Rd & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
7 - Near-Term + Project AM Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 260 264 352 477 221 178 375 547 641 237 588 237
Future Volume (veh/h) 260 264 352 477 221 178 375 547 641 237 588 237
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.99 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1870 1870 1900 1841 1885 1856 1870 1900 1885 1885
Adj Flow Rate, veh/h 292 297 153 536 248 143 421 615 458 266 661 146
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89
Percent Heavy Veh, % 112204132011
Cap, veh/h 341 557 428 638 351 283 479 2441 1680 316 2235 685
Arrive On Green 0.10 0.16 0.16 0.04 0.06 0.06 0.14 0.48 0.48 0.09 0.43 0.43
Sat Flow, veh/h 3483 3582 2752 5023 1900 1535 3483 5066 2752 3510 5147 1577
Grp Volume(v), veh/h 292 297 153 536 248 143 421 615 458 266 661 146
Grp Sat Flow(s),veh/h/ln 1742 1791 1376 1674 1900 1535 1742 1689 1376 1755 1716 1577
Q Serve(g_s), s 11.6 10.7 7.0 14.8 17.9 12.6 16.6 10.0 10.9 10.4 11.7 8.1
Cycle Q Clear(g_c), s 11.6 10.7 7.0 14.8 17.9 12.6 16.6 10.0 10.9 10.4 11.7 8.1
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 341 557 428 638 351 283 479 2441 1680 316 2235 685
V/C Ratio(X) 0.86 0.53 0.36 0.84 0.71 0.50 0.88 0.25 0.27 0.84 0.30 0.21
Avail Cap(c_a), veh/h 373 1023 786 718 611 493 572 2441 1680 351 2235 685
HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 62.2 54.4 52.9 65.6 62.0 59.5 59.2 21.4 12.8 62.7 25.7 24.7
Incr Delay (d2), s/veh 16.5 1.1 0.7 8.6 3.7 2.0 12.9 0.2 0.4 15.5 0.3 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.9 4.9 2.5 7.2 9.6 5.4 8.1 4.0 3.4 5.3 4.8 3.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.6 55.6 53.6 74.2 65.7 61.5 72.2 21.6 13.2 78.3 26.0 25.4
LnGrp LOS EEDEEEECBECC
Approach Vol, veh/h 742 927 1494 1073
Approach Delay, s/veh 64.2 70.0 33.3 38.9
Approach LOS E E C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 17.6 72.9 22.8 26.8 24.2 66.2 18.7 30.8
Change Period (Y+Rc), s 5.0 5.4 5.0 5.0 5.0 5.4 5.0 5.0
Max Green Setting (Gmax), s 14.0 45.6 20.0 40.0 23.0 36.6 15.0 45.0
Max Q Clear Time (g_c+I1), s 12.4 12.9 16.8 12.7 18.6 13.7 13.6 19.9
Green Ext Time (p_c), s 0.1 10.0 1.0 3.7 0.6 6.9 0.2 2.8
Intersection Summary
HCM 6th Ctrl Delay 48.2
HCM 6th LOS D
HCM 6th TWSC
2: Driveway & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
7 - Near-Term + Project AM Page 2
Intersection
Int Delay, s/veh 2.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 802 337 0 874 0 174
Future Vol, veh/h 802 337 0 874 0 174
Conflicting Peds, #/hr 0 30003
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 1 10200
Mvmt Flow 891 374 0 971 0 193
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 639
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.1
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.9
Pot Cap-1 Maneuver - - 0 - 0 363
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----361
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 25.9
HCM LOS D
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 361 - - -
HCM Lane V/C Ratio 0.536 - - -
HCM Control Delay (s) 25.9 - - -
HCM Lane LOS D - - -
HCM 95th %tile Q(veh) 3 - - -
16
4
HCM 6th Signalized Intersection Summary
3: Regional St & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
7 - Near-Term + Project AM Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 163 708 67 62 504 45 271 14 18 39 26 79
Future Volume (veh/h) 163 708 67 62 504 45 271 14 18 39 26 79
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.99 1.00 0.96
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1841 1900 1856 1870 1870 1707 1900 1900 1900 1900
Adj Flow Rate, veh/h 177 770 64 67 548 46 295 15 9 42 28 19
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0140322130000
Cap, veh/h 149 3028 250 86 3575 294 197 277 258 55 155 127
Arrive On Green 0.03 0.21 0.21 0.05 0.59 0.59 0.11 0.16 0.16 0.03 0.08 0.08
Sat Flow, veh/h 1810 4832 399 1810 6041 496 1781 1707 1592 1810 1900 1552
Grp Volume(v), veh/h 177 545 289 67 432 162 295 15 9 42 28 19
Grp Sat Flow(s),veh/h/ln 1810 1716 1800 1810 1596 1750 1781 1707 1592 1810 1900 1552
Q Serve(g_s), s 11.5 18.6 18.8 5.1 5.7 5.8 15.5 1.0 0.7 3.2 1.9 1.6
Cycle Q Clear(g_c), s 11.5 18.6 18.8 5.1 5.7 5.8 15.5 1.0 0.7 3.2 1.9 1.6
Prop In Lane 1.00 0.22 1.00 0.28 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 149 2150 1128 86 2833 1036 197 277 258 55 155 127
V/C Ratio(X) 1.19 0.25 0.26 0.78 0.15 0.16 1.50 0.05 0.03 0.77 0.18 0.15
Avail Cap(c_a), veh/h 149 2150 1128 149 2833 1036 197 491 458 187 533 436
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 68.1 28.1 28.2 66.0 12.8 12.9 62.3 49.6 49.4 67.4 59.9 59.8
Incr Delay (d2), s/veh 134.2 0.3 0.5 5.7 0.1 0.3 247.9 0.1 0.1 8.2 0.7 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 11.2 8.7 9.3 2.5 2.0 2.4 20.6 0.5 0.3 1.6 1.0 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 202.3 28.4 28.7 71.7 12.9 13.2 310.2 49.6 49.5 75.6 60.6 60.4
LnGrp LOS FCCEBBFDDEEE
Approach Vol, veh/h 1011 661 319 89
Approach Delay, s/veh 58.9 19.0 290.6 67.6
Approach LOS E B F E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.7 27.4 11.1 92.7 20.0 16.1 16.0 87.9
Change Period (Y+Rc), s 4.5 * 4.7 4.5 5.0 4.5 * 4.7 4.5 5.0
Max Green Setting (Gmax), s 14.5 * 40 11.5 55.0 15.5 * 39 11.5 55.0
Max Q Clear Time (g_c+I1), s 5.2 3.0 7.1 20.8 17.5 3.9 13.5 7.8
Green Ext Time (p_c), s 0.0 0.1 0.0 8.8 0.0 0.2 0.0 6.3
Intersection Summary
HCM 6th Ctrl Delay 82.1
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 6th TWSC
4: Regional St & Driveway 12/13/2022
BASIS School TIS Synchro 11 Report
7 - Near-Term + Project AM Page 4
Intersection
Int Delay, s/veh 6.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 242 3 3 45 38 108
Future Vol, veh/h 242 3 3 45 38 108
Conflicting Peds, #/hr 3 33003
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 0 00950
Mvmt Flow 272 3 3 51 43 121
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 167 110 167 0 - 0
Stage 1 107 -----
Stage 2 60 -----
Critical Hdwy 6.4 6.2 4.1 - - -
Critical Hdwy Stg 15.4-----
Critical Hdwy Stg 25.4-----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 828 949 1423 - - -
Stage 1 922 -----
Stage 2 968 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 821 944 1419 - - -
Mov Cap-2 Maneuver 821 -----
Stage 1 917 -----
Stage 2 965 -----
Approach EB NB SB
HCM Control Delay, s 11.6 0.5 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1419 - 822 - -
HCM Lane V/C Ratio 0.002 - 0.335 - -
HCM Control Delay (s) 7.5 0 11.6 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0 - 1.5 - -
16
5
HCM 6th Signalized Intersection Summary
1: San Ramon Rd & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
8 - Near-Term + Project Mid-Day PM Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 195 259 241 686 237 155 249 703 897 191 481 168
Future Volume (veh/h) 195 259 241 686 237 155 249 703 897 191 481 168
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.99 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1900 1885 1900 1870 1885 1870 1885 1885 1900
Adj Flow Rate, veh/h 201 267 79 707 244 129 257 725 495 197 496 73
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 111010212110
Cap, veh/h 254 382 295 778 351 290 316 2693 1865 250 2592 799
Arrive On Green 0.07 0.11 0.11 0.25 0.31 0.31 0.09 0.52 0.52 0.07 0.50 0.50
Sat Flow, veh/h 3483 3582 2766 5103 1885 1556 3456 5147 2752 3483 5147 1586
Grp Volume(v), veh/h 201 267 79 707 244 129 257 725 495 197 496 73
Grp Sat Flow(s),veh/h/ln 1742 1791 1383 1701 1885 1556 1728 1716 1376 1742 1716 1586
Q Serve(g_s), s 7.9 10.1 3.7 18.8 15.9 9.3 10.2 10.9 10.0 7.8 7.4 3.4
Cycle Q Clear(g_c), s 7.9 10.1 3.7 18.8 15.9 9.3 10.2 10.9 10.0 7.8 7.4 3.4
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 254 382 295 778 351 290 316 2693 1865 250 2592 799
V/C Ratio(X) 0.79 0.70 0.27 0.91 0.70 0.45 0.81 0.27 0.27 0.79 0.19 0.09
Avail Cap(c_a), veh/h 373 998 771 802 619 511 543 2693 1865 373 2592 799
HCM Platoon Ratio 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 63.8 60.4 57.5 51.2 44.7 42.5 62.4 18.5 9.0 63.9 19.1 18.1
Incr Delay (d2), s/veh 6.9 3.3 0.7 14.3 3.5 1.5 5.1 0.2 0.3 6.5 0.2 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.8 4.7 1.3 8.3 7.1 3.5 4.7 4.3 2.9 3.6 3.0 1.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 70.7 63.6 58.2 65.6 48.3 44.0 67.5 18.8 9.3 70.4 19.2 18.3
LnGrp LOS EEEEDDEBAEBB
Approach Vol, veh/h 547 1080 1477 766
Approach Delay, s/veh 65.5 59.1 24.1 32.3
Approach LOS E E C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.1 78.7 26.3 19.9 17.8 75.9 15.2 31.1
Change Period (Y+Rc), s 5.0 5.4 5.0 5.0 5.0 5.4 5.0 5.0
Max Green Setting (Gmax), s 15.0 43.6 22.0 39.0 22.0 36.6 15.0 46.0
Max Q Clear Time (g_c+I1), s 9.8 12.9 20.8 12.1 12.2 9.4 9.9 17.9
Green Ext Time (p_c), s 0.3 11.6 0.5 2.9 0.6 5.1 0.3 2.8
Intersection Summary
HCM 6th Ctrl Delay 41.3
HCM 6th LOS D
HCM 6th TWSC
2: Driveway & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
8 - Near-Term + Project Mid-Day PM Page 2
Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1183 163 0 1076 0 89
Future Vol, veh/h 1183 163 0 1076 0 89
Conflicting Peds, #/hr 0 30003
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 1 30100
Mvmt Flow 1259 173 0 1145 0 95
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 722
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.1
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.9
Pot Cap-1 Maneuver - - 0 - 0 320
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----318
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 21.1
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 318 - - -
HCM Lane V/C Ratio 0.298 - - -
HCM Control Delay (s) 21.1 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 1.2 - - -
16
6
HCM 6th Signalized Intersection Summary
3: Regional St & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
8 - Near-Term + Project Mid-Day PM Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 200 948 115 70 577 97 295 42 119 127 30 166
Future Volume (veh/h) 200 948 115 70 577 97 295 42 119 127 30 166
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.99 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1870 1885 1856 1900 1900 1900 1900
Adj Flow Rate, veh/h 211 998 110 74 607 94 311 44 46 134 32 49
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 010012130000
Cap, veh/h 232 2829 311 94 3017 453 289 230 197 158 97 80
Arrive On Green 0.26 1.00 1.00 0.05 0.53 0.53 0.16 0.12 0.12 0.09 0.05 0.05
Sat Flow, veh/h 1810 4692 516 1810 5726 860 1795 1856 1588 1810 1900 1575
Grp Volume(v), veh/h 211 729 379 74 513 188 311 44 46 134 32 49
Grp Sat Flow(s),veh/h/ln 1810 1716 1777 1810 1621 1723 1795 1856 1588 1810 1900 1575
Q Serve(g_s), s 15.8 0.0 0.0 5.7 7.8 8.1 22.5 3.0 3.7 10.2 2.3 4.3
Cycle Q Clear(g_c), s 15.8 0.0 0.0 5.7 7.8 8.1 22.5 3.0 3.7 10.2 2.3 4.3
Prop In Lane 1.00 0.29 1.00 0.50 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 232 2069 1071 94 2562 907 289 230 197 158 97 80
V/C Ratio(X) 0.91 0.35 0.35 0.79 0.20 0.21 1.08 0.19 0.23 0.85 0.33 0.61
Avail Cap(c_a), veh/h 265 2069 1071 200 2562 907 289 534 457 252 506 420
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 51.3 0.0 0.0 65.6 17.5 17.6 58.8 55.0 55.3 63.0 64.1 65.1
Incr Delay (d2), s/veh 28.9 0.5 0.9 5.4 0.2 0.5 75.2 0.5 0.7 7.8 2.4 8.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.1 0.1 0.3 2.7 3.0 3.4 16.3 1.4 1.5 5.1 1.2 1.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 80.2 0.5 0.9 71.0 17.7 18.1 134.0 55.5 56.0 70.8 66.5 73.8
LnGrp LOS FAAEBBFEEEEE
Approach Vol, veh/h 1319 775 401 215
Approach Delay, s/veh 13.4 22.9 116.4 70.8
Approach LOS B C F E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.7 22.1 11.8 89.4 27.0 11.8 22.4 78.8
Change Period (Y+Rc), s 4.5 * 4.7 4.5 5.0 4.5 * 4.7 4.5 5.0
Max Green Setting (Gmax), s 19.5 * 40 15.5 46.0 22.5 * 37 20.5 41.0
Max Q Clear Time (g_c+I1), s 12.2 5.7 7.7 2.0 24.5 6.3 17.8 10.1
Green Ext Time (p_c), s 0.1 0.4 0.0 13.7 0.0 0.4 0.1 7.1
Intersection Summary
HCM 6th Ctrl Delay 35.9
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 6th TWSC
4: Regional St & Driveway 12/13/2022
BASIS School TIS Synchro 11 Report
8 - Near-Term + Project Mid-Day PM Page 4
Intersection
Int Delay, s/veh 3.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 124 3 2 271 133 59
Future Vol, veh/h 124 3 2 271 133 59
Conflicting Peds, #/hr 2 00002
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 0 100 0 1 0 0
Mvmt Flow 146 4 2 319 156 69
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 518 193 227 0 - 0
Stage 1 193 -----
Stage 2 325 -----
Critical Hdwy 6.4 7.2 4.1 - - -
Critical Hdwy Stg 15.4-----
Critical Hdwy Stg 25.4-----
Follow-up Hdwy 3.5 4.2 2.2 - - -
Pot Cap-1 Maneuver 521 651 1353 - - -
Stage 1 845 -----
Stage 2 737 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 518 650 1350 - - -
Mov Cap-2 Maneuver 518 -----
Stage 1 842 -----
Stage 2 736 -----
Approach EB NB SB
HCM Control Delay, s 14.7 0.1 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1350 - 520 - -
HCM Lane V/C Ratio 0.002 - 0.287 - -
HCM Control Delay (s) 7.7 0 14.7 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0 - 1.2 - -
16
7
HCM 6th Signalized Intersection Summary
1: San Ramon Rd & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
9 - Near-Term + Project PM Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 233 373 318 755 249 207 356 877 977 173 461 135
Future Volume (veh/h) 233 373 318 755 249 207 356 877 977 173 461 135
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1870 1885 1885 1885 1900 1870 1885 1885 1900
Adj Flow Rate, veh/h 248 397 127 803 265 152 379 933 494 184 490 71
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 000211102110
Cap, veh/h 301 541 424 789 417 343 437 2486 1773 237 2171 678
Arrive On Green 0.09 0.15 0.15 0.26 0.37 0.37 0.13 0.48 0.48 0.07 0.42 0.42
Sat Flow, veh/h 3510 3610 2834 5023 1885 1548 3483 5187 2784 3483 5147 1607
Grp Volume(v), veh/h 248 397 127 803 265 152 379 933 494 184 490 71
Grp Sat Flow(s),veh/h/ln 1755 1805 1417 1674 1885 1548 1742 1729 1392 1742 1716 1607
Q Serve(g_s), s 9.7 14.7 5.6 22.0 16.2 10.4 14.9 16.0 11.0 7.3 8.5 3.7
Cycle Q Clear(g_c), s 9.7 14.7 5.6 22.0 16.2 10.4 14.9 16.0 11.0 7.3 8.5 3.7
Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 301 541 424 789 417 343 437 2486 1773 237 2171 678
V/C Ratio(X) 0.83 0.73 0.30 1.02 0.64 0.44 0.87 0.38 0.28 0.78 0.23 0.10
Avail Cap(c_a), veh/h 376 1006 789 789 619 509 547 2486 1773 373 2171 678
HCM Platoon Ratio 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 63.0 56.9 53.0 51.6 39.5 37.6 60.1 23.1 11.2 64.2 25.9 24.5
Incr Delay (d2), s/veh 11.5 2.8 0.6 36.4 2.3 1.3 11.6 0.4 0.4 5.4 0.2 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.8 6.9 2.0 11.0 7.0 3.8 7.2 6.5 3.4 3.4 3.5 1.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.5 59.6 53.5 88.1 41.8 38.9 71.7 23.6 11.6 69.6 26.1 24.8
LnGrp LOS E E D F D D E C B E C C
Approach Vol, veh/h 772 1220 1806 745
Approach Delay, s/veh 63.4 71.9 30.4 36.7
Approach LOS E E C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.5 72.5 27.0 26.0 22.6 64.5 17.0 36.0
Change Period (Y+Rc), s 5.0 5.4 5.0 5.0 5.0 5.4 5.0 5.0
Max Green Setting (Gmax), s 15.0 43.6 22.0 39.0 22.0 36.6 15.0 46.0
Max Q Clear Time (g_c+I1), s 9.3 18.0 24.0 16.7 16.9 10.5 11.7 18.2
Green Ext Time (p_c), s 0.3 13.0 0.0 4.3 0.6 4.9 0.3 3.1
Intersection Summary
HCM 6th Ctrl Delay 48.2
HCM 6th LOS D
HCM 6th TWSC
2: Driveway & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
9 - Near-Term + Project PM Page 2
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1407 114 0 1209 0 72
Future Vol, veh/h 1407 114 0 1209 0 72
Conflicting Peds, #/hr 0 40004
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 1 20104
Mvmt Flow 1497 121 0 1286 0 77
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 817
Stage 1 ------
Stage 2 ------
Critical Hdwy -----7.18
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.94
Pot Cap-1 Maneuver - - 0 - 0 271
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver -----269
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB NB
HCM Control Delay, s 0 0 23.6
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 269 - - -
HCM Lane V/C Ratio 0.285 - - -
HCM Control Delay (s) 23.6 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 1.1 - - -
16
8
HCM 6th Signalized Intersection Summary
3: Regional St & Dublin Blvd 12/13/2022
BASIS School TIS Synchro 11 Report
9 - Near-Term + Project PM Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 196 1133 123 87 682 117 273 44 65 162 44 185
Future Volume (veh/h) 196 1133 123 87 682 117 273 44 65 162 44 185
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1885 1900 1900 1885 1870 1885
Adj Flow Rate, veh/h 204 1180 113 91 710 108 284 46 26 169 46 49
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 111111100121
Cap, veh/h 225 2775 266 113 2975 441 289 218 185 193 115 97
Arrive On Green 0.25 1.00 1.00 0.06 0.52 0.52 0.16 0.11 0.11 0.11 0.06 0.06
Sat Flow, veh/h 1795 4774 457 1795 5732 850 1795 1900 1610 1795 1870 1567
Grp Volume(v), veh/h 204 848 445 91 600 218 284 46 26 169 46 49
Grp Sat Flow(s),veh/h/ln 1795 1716 1800 1795 1621 1718 1795 1900 1610 1795 1870 1567
Q Serve(g_s), s 15.4 0.0 0.0 7.0 9.5 9.8 22.1 3.1 2.0 13.0 3.3 4.2
Cycle Q Clear(g_c), s 15.4 0.0 0.0 7.0 9.5 9.8 22.1 3.1 2.0 13.0 3.3 4.2
Prop In Lane 1.00 0.25 1.00 0.49 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 225 1994 1046 113 2524 892 289 218 185 193 115 97
V/C Ratio(X) 0.91 0.43 0.43 0.81 0.24 0.24 0.98 0.21 0.14 0.88 0.40 0.51
Avail Cap(c_a), veh/h 263 1994 1046 199 2524 892 289 547 463 250 498 417
HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 51.7 0.0 0.0 64.8 18.5 18.6 58.6 56.2 55.7 61.5 63.2 63.6
Incr Delay (d2), s/veh 27.8 0.7 1.3 5.1 0.2 0.7 48.4 0.6 0.4 19.6 2.7 4.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.8 0.2 0.4 3.4 3.6 4.1 13.9 1.5 0.8 7.0 1.7 1.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 79.6 0.7 1.3 69.8 18.7 19.2 106.9 56.8 56.2 81.1 65.9 68.5
LnGrp LOS EAAEBBFEEFEE
Approach Vol, veh/h 1497 909 356 264
Approach Delay, s/veh 11.6 23.9 96.8 76.1
Approach LOS B C F E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.6 20.8 13.3 86.4 27.0 13.3 22.0 77.7
Change Period (Y+Rc), s 4.5 * 4.7 4.5 5.0 4.5 * 4.7 4.5 5.0
Max Green Setting (Gmax), s 19.5 * 40 15.5 46.0 22.5 * 37 20.5 41.0
Max Q Clear Time (g_c+I1), s 15.0 5.1 9.0 2.0 24.1 6.2 17.4 11.8
Green Ext Time (p_c), s 0.1 0.4 0.0 17.1 0.0 0.5 0.1 8.3
Intersection Summary
HCM 6th Ctrl Delay 31.0
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 6th TWSC
4: Regional St & Driveway 12/13/2022
BASIS School TIS Synchro 11 Report
9 - Near-Term + Project PM Page 4
Intersection
Int Delay, s/veh 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 117 4 1 204 181 50
Future Vol, veh/h 117 4 1 204 181 50
Conflicting Peds, #/hr 2 33002
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 00240
Mvmt Flow 133 5 1 232 206 57
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 474 241 266 0 - 0
Stage 1 238 -----
Stage 2 236 -----
Critical Hdwy 6.43 6.2 4.1 - - -
Critical Hdwy Stg 15.43-----
Critical Hdwy Stg 25.43-----
Follow-up Hdwy 3.527 3.3 2.2 - - -
Pot Cap-1 Maneuver 547 803 1310 - - -
Stage 1 799 -----
Stage 2 801 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 543 798 1306 - - -
Mov Cap-2 Maneuver 543 -----
Stage 1 796 -----
Stage 2 799 -----
Approach EB NB SB
HCM Control Delay, s 13.7 0 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1306 - 549 - -
HCM Lane V/C Ratio 0.001 - 0.25 - -
HCM Control Delay (s) 7.8 0 13.7 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0 - 1 - -
16
9