HomeMy WebLinkAboutReso 07-19 Site Development Review Permit for the Valley Christian Center Project RESOLUTION NO. 07 — 19
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
APPROVING A SITE DEVELOPMENT REVIEW PERMIT FOR
THE VALLEY CHRISTIAN CENTER PROJECT
PLPA 2014-00052 (APN 941-0022-003, 004, 005 & 006)
WHEREAS, the Applicant, the Valley Christian Center, has requested approval of an
amendment to the existing Planned Development Zoning District, and a Site Development Review
Permit to construct a lighted athletic field with sound amplification, a concession stand/ticket booth
and associated site improvements including a plaza and landscaping. These planning and
implementing actions are collectively known as the "Valley Christian Center project" or the "Project";
and
WHEREAS, the project site is approximately 51 acres and is located at 7500 Inspiration Drive
in the westerly portion of Dublin; and
WHEREAS, the project site is located within a Planned Development Zoning District; and
WHEREAS, the project plans illustrate the proposed lighted athletic field, the concession
stand/ticket booth, and associated site improvements consistent with the Planned Development
zoning proposed as part of this project; and
WHEREAS, the Site Development Review Permit application collectively defines this project
and is available and on file in the Community Development Department; and
WHEREAS, the California Environmental Quality Act (CEQA), together with the State
guidelines and City environmental regulations, require that certain projects be reviewed for
environmental impacts and that environmental documents be prepared; and
WHEREAS, in 2003, the City Council adopted a Resolution certifying an Environmental Impact
Report (EIR), and adopted findings and a Mitigation Monitoring and Reporting Program for the Valley
Christian Center Expansion/Master Plan project (Resolution No. 92-03, incorporated herein by
reference); and
WHEREAS, the City prepared a modified Initial Study to determine whether supplemental
environmental review was required for the currently proposed Valley Christian Center project under
CEQA standards. The Initial Study examined whether there were substantial changes to the
proposed development, substantial changes in circumstances, or new information, any of which
would result in new or more severe significant impacts than analyzed in the prior Valley Christian
Center EIR or whether any other standards for supplemental environmental review were met; and
WHEREAS, upon completion of the Initial Study it was determined that there were new
potentially significant impacts associated with the project related to aesthetics, biological resources,
noise, and transportation/traffic; therefore, a Supplemental Mitigated Negative Declaration was
prepared to analyze those impacts and included mitigation measures to reduce the impacts to less
than significant; and
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 1 of 19
WHEREAS, the Supplemental Mitigated Negative Declaration/Initial Study was circulated for
public review from June 12, 2018 to July 12, 2018; and
WHEREAS, the City of Dublin received two comment letters during the public review period
and five additional comment letters during the public review period closed; and
WHEREAS, on August 14 2018, the Planning Commission adopted Resolution 18-18
recommending that the City Council adopt the Supplemental Mitigated Negative Declaration and
Mitigation Monitoring and Reporting Program for the project; and
WHEREAS, on August 14, 2018, the Planning Commission adopted Resolution 18-19
recommending that the City Council approve an amendment to the existing Planned Development
Zoning District and Resolution 18-20 recommending that the City Council approve the Site
Development Review Permit for the Valley Christian Center, which Resolutions are incorporated
herein by reference and available for review at City Hall during normal business hours; and
WHEREAS, on September 4, 2018, the City Council was scheduled to hold a properly noticed
public hearing on the project and the Supplemental Mitigated Negative Declaration and upon a
request by the Applicant, continued the item to October 2, 2018; and
WHEREAS, on October 2, 2018, the City Council was scheduled to hold a properly noticed
public hearing on the project and the Supplemental Mitigated Negative Declaration and upon a
request by the Applicant, continued the item to a date uncertain; and
WHEREAS, on February 5, 2019, the City Council held a properly noticed public hearing on
the project and Supplemental Mitigated Negative Declaration, at which time all interested parties had
the opportunity to be heard; and
WHEREAS, a Staff Report, dated September 4, 2018, October 2, 2018 and February 5, 2019
and incorporated herein by reference, described and analyzed the project, including the amendment
to the Planned Development Zoning District, Site Development Review Permit, and Supplemental
Mitigated Negative Declaration for the City Council; and
WHEREAS, on February 5, 2019 the City Council adopted Resolution 06-19 adopting the
Supplemental Mitigated Negative Declaration and Mitigation and Monitoring Reporting Program for
the project; and
WHEREAS, the City Council did hear and use independent judgment and considered all said
reports, recommendations, and testimony hereinabove set forth.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does
hereby make the following findings and determinations regarding the Site Development Review
Permit for the Valley Christian Center:
A. The proposal is consistent with the purposes of Chapter 8.104 (Site Development Review)
of the Zoning Ordinance, with the General Plan, and any applicable Specific Plans and
design guidelines because: 1) the proposed project is consistent with the use of the
property, which is used for a church and a school; 2) the proposed project gives thoughtful
consideration to the athletic field location, landscape design, on-site circulation, and
parking; and 3) the proposed project will conform to the allowable uses as stated in the
Planned Development Zoning Stage 1 and Stage 2 Development Plan.
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 2 of 19
B. The proposal is consistent with the provisions of Title 8, Zoning Ordinance because: 1) the
facilities will be used to support the school's sports programs, including but not limited to
football, track, and soccer; 2) the athletic field and use of the facilities is consistent with
typical uses for schools which include a variety of sports programs; and 3) adequate
parking will be provided to support the athletic field.
C. The design of the Project is appropriate to the. City, the vicinity, surrounding properties, and
the lot(s) in which the Project is proposed because: 1) the athletic field will be located on a
portion of the site that is developed with an existing sports field, a vacant undeveloped pad
and a parking lot; 2) the proposed athletic field is consistent with the use of the property; 3)
the project is designed to include sufficient vehicular and pedestrian access, with parking to
support the uses; 4) Mitigation Measures have been placed on the project to minimize
impacts related to Light & Glare, Noise and Traffic to the surrounding neighborhood; and 5)
as conditioned, the athletic field will be operated in a manner as to reduce impacts on the
surrounding neighborhood.
D. The subject site is suitable for the type and intensity of the approved development because:
1) the Stage 1/Stage 2 Planned Development Zoning has been amended to permit a
lighted athletic field with sound amplification; and 2) the proposed project includes a new
athletic field and supporting facilities to support the school's sports programs, which is
compatible with uses that are typical of a school; and 3) the facilities will be used as an
additional program utilized by the existing school and will therefore not result in an increase
in the number of students on the site.
E. Impacts to existing slopes and topographic features are addressed because: 1) the project
site is relatively flat; 2) the roadway and utility infrastructure to serve the site already exists;
and 3) future approval of grading and improvement plans will enable the site to be modified
to suit the project, which will be developed for the site in accordance with City policies and
regulations.
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) a contemporary design theme has been established for the Valley Christian
Center site and the proposed athletic field does not detract from the existing design theme;
2) the proposed athletic field has been situated in an area on the site which will not block
any public views; and 3) the proposed project includes a central landscaped plaza,
amphitheater and athletic field, which all provide useful outdoor areas for gathering,
performing arts and athletics.
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)
the plant palette is compatible with the existing plant species on the site; 2) the project
includes a central plaza area, which will provide comfortable outdoor gathering space for
students and faculty; 3) landscaping will be provided around the athletic field to provide an
adequate landscape buffer; and 4) the project landscaping conforms to the requirements of
the City's Water Efficient Landscape Ordinance.
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 3 of 19
H. The site has been adequately designed to ensure the proper circulation for bicyclist,
pedestrians, and automobiles because: 1) access to the site is currently provided from
exiting driveways on Inspiration Drive; 2) all infrastructure including, pathways, sidewalks,
and lighting have been reviewed for conformance with City policies, regulations, and best
practices and have been designed with multi-modal travel in mind; and 3) the project has
been reviewed by the Public Works Department and the Fire Department and adequate
access and circulation has been provided on-site.
BE IT FURTHER RESOLVED that the Dublin City Council does hereby approve the Site
Development Review Permit for the Valley Christian Center as shown on the project plans prepared
by Goring & Straja Architects, BKF Engineers, Verde Design Landscape Architecture, and Michael J.
O'Leary & Associates Landscape Architecture dated received on September 19, 2017 on file in the
Community Development Department and included as Exhibit A to this Resolution, subject to the
conditions included below, and other plans, text, color and materials boards relating to this SDR.
CONDITIONS OF APPROVAL:
Unless stated otherwise, all Conditions of Approval shall be complied with prior to the issuance of building
permits or establishment of use, and shall be subject to Planning Department review and approval. The
following codes represent those departments/agencies responsible for monitoring compliance of the conditions
of approval. [PL.] Planning, [B] Building, [PO] Police, [PW] Public Works [P&CS] Parks & Community
Services, [ADM] Administration/City Attorney, [FIN] Finance, [F] Alameda County Fire Department, [DSR]
Dublin San Ramon Services District, [CO] Alameda County Department of Environmental Health, [Z7] Zone 7.
# CONDITION TEXT RESPON. WHEN REQ'D
AGENCY Prior to:.
PLANNING
1. Approval. This Site Development Review (SDR) approval is for the PL Ongoing
Valley Christian Center located at 7500 Inspiration Drive (APN 941-
0022-003, 004, 005 & 006) (PLPA-2014-00052). The SDR approval
includes construction of a lighted athletic field with sound
amplification, a concession stand/ticket booth and associated site
improvements including a plaza and landscaping and shall be as
generally depicted and indicated on the SDR project plans dated
9/18/2017 (Exhibit A), with modifications as described in the letter
from Valley Christian Center dated February 4, 2019 (Exhibit B) and
as specified by the following Conditions of Approval for this project.
2. Effective Date. This SDR approval becomes effective once the PL Ongoing
Planned Development Zoning District has been approved by City
Council and is effective.
3. Permit Expiration. Construction or use shall commence within one PL One Year After
(1) year of Permit approval or the Site Development Review shall Effective Date
lapse and become null and void. If there is a dispute as to whether
the Permit has expired, the City may hold a noticed public hearing to
determine the matter. Such a determination may be processed
concurrently with revocation proceedings in appropriate
circumstances. If a permit expires, a new application must be made
and processed according to the requirements of the Zoning
Ordinance.
4. Time Extension. The original approving decision-maker may, upon PL Prior to Expiration
the Applicant's written request for an extension of approval prior to Date
expiration, upon the determination that all Conditions of Approval
remain adequate and all applicable findings of approval will continue
to be met, grant an extension of the approval for a period not to
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 4 of 19
exceed six (6) months. All time extension requests shall be noticed
and a public hearing shall be held before the original hearing body.
5. Compliance. The Applicant/Property Owner shall operate this use in PL On-going
compliance with the Conditions of Approval of this Site Development
Review Permit, the approved plans and the regulations established in
the Zoning Ordinance. Any violation of the terms or conditions
specified may be subject to enforcement action.
6. Revocation of Permit. The Site Development Review approval PL On-going
shall be revocable for cause in accordance with Section 8.96.020.1 of
the Dublin Zoning Ordinance. Any violation of the terms or
conditions of this permit shall be subject to citation.
7. Requirements and Standard Conditions. The Applicant/ Various Building Permit
Developer shall comply with applicable City of Dublin Fire Prevention Issuance
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 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.
8. Required Permits. Applicant/Developer shall obtain all permits PW Building Permit
required by other agencies including, but not limited to Alameda Issuance and
County Flood Control and Water Conservation District Zone 7, Grading Permit
California Department of Fish and Wildlife, Army Corps of Engineers, Issuance
Regional Water Quality Control Board, Caltrans and provide copies
of the permits to the Public Works Department.
9. Fees. Applicant/Developer shall pay all applicable fees in effect at Various Building Permit
the time of building permit issuance, including, but not limited to, Issuance
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. Approved Development Agreement
supersedes where applicable.
10. Indemnification. The Applicant/Developer shall defend, indemnify, ADM On-going
and hold harmless the City of Dublin and its agents, officers, and
employees from any claim, action, or proceeding against the City of
Dublin or its agents, officers, or employees to attack, set aside, void,
or annul an approval of the City of Dublin or its advisory agency,
appeal board, Planning Commission, City Council, Community
Development Director, Zoning Administrator, or any other
department, committee, or agency of the City to the extent such
actions are brought within the time period required by Government
Code Section 66499.37 or other applicable law; provided, however,
that the Applicant's/Developer's duty to so defend, indemnify, and
hold harmless shall be subject to the City's promptly notifying the
Applicant/Developer of any said claim, action, or proceeding and the
City's full cooperation in the defense of such actions or proceedings.
11. Clarification of Conditions. In the event that there needs to be PL, PW On-going
clarification to the Conditions of Approval, the Director of Community
Development and the City Engineer have the authority to clarify the
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 5 of 19
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.
12. Clean-up. The Applicant/Developer shall be responsible for clean-up PL On-going
& disposal of project related trash to maintain a safe, clean and litter-
free site.
13. Modifications. Modifications or changes to this Site Development PL On-going
Review approval may be considered by the Community Development
Director if the modifications or changes proposed comply with
Section 8.104.100 of the Zoning Ordinance.
14. Equipment Screening. All electrical equipment, fire risers, and/or PL Building Permit
mechanical equipment shall be screened from public view by Issuance
landscaping and/or architectural features. 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.
15. Temporary Promotional Banners and Balloons. Temporary PL On-going
Promotional Banner Signs and Balloons shall only be permitted after
first securing an approved Temporary Promotional Sign Permit. All
temporary on-site signage shall be subject to the sign regulations
contained in the City of Dublin Zoning Ordinance.
16. Construction Trailer. The Applicant/Developer shall obtain a PL Establishment of
Temporary Use Permit prior to the establishment of any construction the Temporary
trailer, storage shed, or container units on the site. Use
17. Long-Term Bicycle Parking. Any exterior long term bicycle facility PL Building Permit
shall be designed to complement the location in which it is sited (i.e. Issuance
building architecture or the landscaping areas). Final design and
material shall be approval by Staff.
18. Project Plan Revisions. The Site Development Review Permit plans PL Building Permit
shall be revised to be consistent with the project modifications Issuance
outlined in the letter from Guy Houston dated November 16, 2018
and attached as Exhibit B including but not limited to:
• The seating capacity for the athletic complex shall be a
maximum of 600 seats.
• The seating capacity for the amphitheater shall be a
maximum of 450.
• The running track around the field is limited to eight lanes.
• The speakers for the Public Address System at the athletic
complex shall be located on stair railings or press box/scorer
tables and shall be directed towards the bleachers.
• The athletic field lights shall be designed to be consistent with
the attached letter and the Planned Development zoning.
• Signs shall be posted at athletic events to inform visitors that
a left hand turn onto Inspiration Drive is restricted in order to
eliminate cut through traffic through the adjacent
neighborhood.
19. Parking Management Plan. The Applicant shall retain a California- PL, PW Building Permit
registered Traffic Engineer to prepare a Parking Management Plan Issuance for the
for the operation of football games and other large activities (such as Athletic Field
graduations) held at the proposed stadium. The Parking
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 6 of 19
Management Plan shall include measures to manage traffic that
would cut through the neighborhood. The Parking Management Plan
shall be reviewed and approved by the Community Development
Department and the Public Works Department and shall be reviewed
by the.City periodically at the City's discretion.
20. Mitigation Monitoring Program. The Applicant/ Developer shall PL On-going
comply with the Valley Christian Center Supplemental Mitigated
Negative Declaration (MND) adopted by City Council Resolution xx-
xx, including all mitigation measures contained therein. The
Supplemental MND is on file with the Community Development
Department.
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21. Final Landscape and Irrigation Plan. Plans shall comply with PL Approval of Final
Chapter 8.72 of the Zoning Ordinance and be generally consistent Landscape Plans
with the project plans attached to this Resolution as Exhibit A and
date stamped received on September 19, 2017. A Final Landscape
and Irrigation Plan prepared and stamped by a State licensed
landscape architect or registered engineer shall be submitted for
review and approval by the Community Development Director. The
landscape plans shall be prepared on an accurately surveyed
topographic plan consistent with the architectural, site and civil plans
and show location of utilities including street lights, fire hydrants,
drain inlets, water meters, vaults, and transformers including
locations of underground utilities including water, sewer and storm
drain. Landscape and irrigation plans shall provide for a recycled
water system.
22. Site Improvements & Amenities. Site improvements and amenities, PL Approval of Final
including light fixtures, shown on the landscape plans shall be clearly Landscape Plans
identified to include materials, colors, and finishes to the satisfaction
of the Community Development Director and City Engineer.
23. Water Efficient Landscaping Regulations. The PL Approval of Final
Applicant/Developer shall meet all requirements of the City of Dublin's Landscape Plans
Water-Efficient Landscaping Regulations, Chapter 8.88 of the Dublin
Municipal Code.
24. Water Efficient Landscaping Ordinance (WELO). The PL, PW Approval of Final
Applicant/Developer shall submit written documentation to the Public Landscape Plans
Works Department (in the form of a Landscape Documentation
Package and other required documents) that the development
conforms to the City's WELO.
25. Sustainable Landscape Practices. The landscape design shall PL Approval of Final
demonstrate compliance with sustainable landscape practices as Landscape Plans
detailed in the Bay-Friendly Landscape Guidelines by earning 60
points or more and meeting the 14 required practices in the Bay-
Friendly Landscape Scorecard.
26. Traffic Visibility Area. No fence, wall, hedge, sign or other structure, PL, PW Approval of Final
shrubbery, mounds of earth, or other visual obstruction shall be over Landscape Plans
30 inches in height above the nearest curb elevation shall be erected,
placed, planted or allowed to grow within the Traffic Visibility Area.
27. Landscape Screening. Landscape screening is of a height and PL Approval of Final
density so that it provides a positive visual impact within three years Landscape Plans
from the time of planting. Screening, including the screening of utility
areas from roadways, shall conform to Chapter 8.72 of the Dublin
Municipal Code.
28. Landscape Edges. Concrete curbs or bands shall be used at the PL, PW Approval of Final
edges of all planters and paving surfaces. The design width and Landscape Plans
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 7 of 19
depth of the concrete edge to be to the satisfaction of the Community
Development Director and City Engineer.
29. Landscape Borders. All landscaped areas in parking areas shall be PL, PW Approval of Final
bordered by a concrete curb that is at least 6 inches high and 6 Landscape Plans
inches wide. Curbs adjacent to parking spaces must be 12 inches
wide. All landscaped areas shall be a minimum of 6 feet in width curb
to curb.
30. Tree Composite Plan. The Applicant/Developer shall submit PL Approval of Final
composite utility, lighting, joint trench, and tree plan to resolve Landscape Plans
potential conflicts.
31. Landscape Maturity. The landscape plans shall show plants at the PL Approval of Final
mature size and spaced to accommodate minimum spread adjacent Landscape Plans
to buildings, sidewalks, roads or other obstructions. In addition,
plants shall be spaced to fill in location within six years.
32. Plant Standards. That unless unusual circumstances prevail, all PL Approval of Final
trees on the site shall be a minimum of 15 gallons in size. All trees Landscape Plans
that are on the exterior building perimeter shall be 24" box minimum,
with at least 30% at 36" box or greater. All shrubs shall be 5 gallon
minimum.
33. Root Barriers & Tree Staking. The Landscape Plans shall provide PL Approval of Final
details showing root barriers and tree staking will be installed that Landscape Plans
meet current City specifications.
34. Existing Landscape Improvements. Existing landscape PL Approval of Final
improvements adjacent to or within the project shall be shown and Landscape Plans
labeled on the plans. Protection notes shall be included to protect
existing landscape improvements.
35. Standard Plant Material, Irrigation and Maintenance Agreement. PL Approval of Final
The Applicant/Developer shall complete and submit to the Dublin Landscape Plans
Planning Department the Standard Plant Material, Irrigation and
Maintenance Agreement.
36. Maintenance of Landscape. All landscape areas on the site shall PL On-going
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.
BUILDING CONDITIONS
37. Building Codes and Ordinances. All project construction shall B Through
conform to all building codes and ordinances in effect at the time of Completion
building permit.
38. Building Permits. To apply for building permits, B Issuance of
Applicant/Developer shall submit five (5) sets of construction plans to Building Permits
the Building & Safety Division for plan check. Each set of plans shall
have attached an annotated copy of these Conditions of Approval.
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.
39. Construction Drawings. Construction plans shall be fully B Issuance of
dimensioned (including building elevations) accurately drawn building permits
(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
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 8 of 19
details shall be consistent with each other.
40. Air Conditioning Units. Air conditioning unit(s) and ventilation B Through
ducts shall be screened from public view with materials compatible to Completion
the main building. Units shall be permanently installed on concrete
pads or other non-movable materials approved by the Chief Building
Official and Director of Community Development.
41. Addressing Prior to Permitting
a) Address signage shall be provided as per the Dublin Commercial
Security Code. Prior to
b) Addresses shall be illuminated and be able to be seen from the Occupancy
street, 4 inches in height minimum.
42. Engineer Observation. The Engineer of record shall be retained to B Scheduling the
provide observation services for all components of the lateral and final frame
vertical design of the new structures, including nailing, hold-downs, inspection
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.
43. Foundation. Geotechnical Engineer for the soils report shall review B Permit Issuance
and approve the foundation design. A letter shall be submitted to the
Building Division on the approval.
44. Cool Roofs. Flat roof areas shall have their roofing material coated B Through
with light colored gravel or painted with light colored or reflective Completion
material designed for Cool Roofs.
45. Accessory Structures. Building permits are required for all trash B Through
enclosures and associated amenities/structures (e.g., sculptures, Completion
playground equipment, etc.) and are required to meet the
accessibility and building codes (for structural review).
46. Bicycle Parking. Short and long term bicycle parking racks shall be B Prior to
installed in locations meeting the requirements of the CAL Green Occupancy
Building Standards Code.
47. Clean Air Vehicle Parking. The project shall incorporate the B Prior to
requirements of the CAL Green Building Standards Code with: a) Occupancy
designated clean air vehicle parking stalls, b) electric vehicle
charging stations, c) covered entries for buildings.
48. CASp. Applicant shall obtain the services of a Certified Access B Prior to Permitting
Specialist for the review of the construction drawing and inspections and Occupancy
for the building interior and site exterior. A written report shall be
submitted to the City prior to approval of the permit application. In
Addition, a written report shall be submitted to the City Inspector prior
to scheduling the final inspection.
49. Temporary Fencing. Temporary Construction fencing shall be B Through
installed along the perimeter of all work under construction. Completion
50. Construction trailer: Due to size and nature of the development, the B
applicant/developer, shall provide a construction trailer with all hook
ups for use by City Inspection personnel during the time of
construction as determined necessary by the Chief Building Official.
In the event that the City has their own construction trailer, the
applicant/developer shall provide a site with appropriate hook ups in
close proximity to the project site to accommodate this trailer. The
applicant/developer shall cause the trailer to be moved from its
current location at the time necessary as determined by the Chief
Building Official at the Applicant/Developer's expense.
51. Copies of Approved Plans. Applicant shall provide City with two (2) B 30 days after
reduced (1/2 size) copies of the City of Dublin stamped approved permit and each
plan. revision issuance
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 9 of 19
FIRE PREVENTION
52. New Fire Sprinkler System & Monitoring Requirements F Building Permit
In accordance with the Dublin Fire Code, fire sprinklers shall be Issuance
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. The central station monitoring
service shall be either certificated or placarded as defined in
N.F.P.A. Standard No. 72. Assure the specific account is UL
Certificated or Placarded and not just the monitoring station.
e) Fire Protection Equipment shall be identified with approved
signs constructed of durable materials, permanently installed
and readily visible.
53. Fire Alarm (detection) System F Building Permit
A Fire Alarm-Detection System shall be installed throughout the Issuance
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.
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 10 of 19
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% 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 specific account is UL
Certificated must be provided to the Fire Inspector.
54. Fire Extinguishers. Extinguishers shall be visible and unobstructed. F Occupancy
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.
55. Gate Approvals. Fencing and gates that cross pedestrian access F Building Permit
and exit paths as well as vehicle entrance and exit roads need to be Issuance
approved for fire department access and egress as well as exiting
provisions where such is applicable. Plans need to be submitted that
clearly show the fencing and gates and details of such. This should
be clearly incorporated as part of the site plan with details provided
as necessary.
56. FD Gate Key Box/ Switch Manual Gates. Each manually operated F Occupancy
gate that serves as a means of fire access shall have installed a
Knox Key Box accessible from the entrance side of the gate. Where
the locking method of the gate is by a chain a Knox padlock shall be
installed on the chain. 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.
Automatic Gates. All electrically controlled gates shall be provided
with an emergency gate over-ride key switch for fire department
access.
57. Means of Egress. Exit signs shall be visible and illuminated with F Occupancy& On-
emergency lighting when the building is occupied. going
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 11 of 19
58. Site Plan. The site plan needs to show sufficient detail to reflect an F Building Permit
accurate and detailed layout of the site for review and record Issuance
purposes. The site plan will need a scale that will allow sufficient
details for review purposes and include, but not be limited to the
following:
• The site parking and circulation layout including fences,
gates, fire lane locations and turnarounds.
• Location of all fire appliances including fire. hydrants, fire
connections, fire sprinkler risers, and fire control valves.
• The location of all building openings including the exit
discharge pathway for building exits. Note the location of exit
lighting for these pathways as well.
• The location of any overhead obstructions and their
clearances
• The location of property lines and assumed 'property lines
between buildings on the same property as well as any
easements.
The site plan will also need to note the location and distance of fire
hydrants that are along the property frontage as well as the closest
hydrants to each side of the property that are located along the
access roads that serves the property. In addition, the improved face
of curb to face of curb or edge of pavement width of the access road
that serves the property will need to be noted.
59. Fire Access. Fire access is required to be approved all-weather F Building Permit
access. Show on the plans the location of the all-weather access and Issuance
a description of the construction. Access road must be designed to
support the imposed loads of fire apparatus.
60. Hydrants & Fire Flows. Show the location of any on-site fire F Building Permit
hydrants and any fire hydrants that are along the property frontage Issuance
as well as the closest hydrants to each side of the property that are
located along the access roads that serves this property. Provide a
letter from the water company indicating what the available fire flow
is to this property.
P� WOR GENERAL CONIDITIONS R.
61. Conditions of Approval. Developer shall comply with the City of PW On-going
Dublin Public Works Standard Conditions of Approval contained
below ("Standard Condition") unless specifically modified by Project
Specific Conditions of Approval below.
J! BLIC WORKS AG1REE14 TS&B )[ DS
62. O&M Agreement. The requirements of Provision C.3 of the PW Final Occupancy
Municipal Regional Stormwater NPDES Permit, Order No. R2-2015-
0049, require the property owner to enter into an Agreement with the
City of Dublin to provide verification and assurance that all treatment
devices will be properly operated and maintained and to guarantee
the owner's perpetual maintenance obligation for all storm drain inlet
filters installed as part of the project. The Agreement shall be
recorded against the property and shall run with the land.
PUBLIC FORKS. "ERMIITS,, . ,.
63. Encroachment Permit. Developer shall obtain an Encroachment PW Start of Work
Permit from the Public Works Department for all construction activity
within the public right-of-way of any street where the City has
accepted the street right of way. The encroachment permit may
require surety for slurry seal and restriping. At the discretion of the
City Engineer an encroachment permit for work specifically included
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 12 of 19
in an Improvement Agreement may not be required.
64. Grading Permit. Developer shall obtain a Grading Permit from the PW Start of Work
Public Works Department for all grading.
PUBLIC WORKS-SUBMITTALS
65. Submittals to non-City Agencies. Developer will be responsible for
submittals and reviews to obtain the approvals of all participating Approval of
non-City agencies. The Alameda County Fire Department and the PW Improvement
Dublin San Ramon Services District shall approve and sign the Plans
Improvement Plans.
66. Geotechnical Report. Developer shall submit a Design Level Approval of
Geotechnical Report, which includes street pavement sections and PW Grading Plans
grading recommendations.
67. Approved Plan Files. Developer shall provide Public Works Dept. a Approval of Site
PDF format file of approved site plans, including grading, PW Plans
improvement, landscaping & irrigation, Joint trench & lighting.
68. Master Files. 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 Global Coordinate System of USA, California, NAD 83 California
State Plane, Zone III, and U.S. foot. Acceptance of
Stormwater Treatment Measures and Trash Capture: PW Improvements
a. GIS point layer (shape file or feature class in geodatabase),
specify the type of device, manufacturer, model, date measure
was installed, OR
b. EXCEL file (csv or text file) with the information noted above
AND a coordinate location pair, such as
(a) Latitude/Longitude, or (b) X/Y Coordinates in NAD 83 State
Plane Zone 3 feet.
PUBLIC WORKS—GRADING
69. Grading Plan. The Grading Plan shall be in conformance with the
recommendation of the Geotechnical Report, and Site Development Approval of
Review, and the City design standards & ordinances. In case of PW Grading Plans
conflict between the soil engineer's recommendation and the City
ordinances, the City Engineer shall determine which shall apply.
70. Existing Condition Information. The construction drawing set shall PW Approval of
provide all existing information along project perimeter and public Improvement
street frontage, including existing curb elevations and gutter slopes Plans
along adjacent streets.
71. Sections and Details. Construction drawings shall include PW Approval of
necessary sections and details to clarify construction, as determined Grading Plans
by the Public Works Department.
72. Grading and Drainage. Construction drawings shall include PW
necessary information to clarify grading, drainage and overland Approval of
release of runoff within open air areas such as plazas, parking areas, Grading Plans
and landscape areas.
73. Storm Drain Inlet Markers. All on-site storm drain inlets must be Approval of
marked with storm drain markers that read: "No dumping, drains to PW Improvement
creek." The stencils may be purchased from the Public Work Plans
Department.
74. Erosion Control Plan. A detailed Erosion and Sediment Control PW Issuance of
Plan shall be included with the Grading Plan submittal. The plan shall Grading Permit
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 13 of 19
include detailed design, location, and maintenance criteria of all
erosion and sedimentation control measures.
In addition to the above requirements, the Erosion Control Plan
should also include, the "Clean Bay Blueprint," which can be found
on the City website or at the following address
http://www.dublin.ca.gov/DocumentCenter/View/13531
PUBLIC WORKS-.IMPROVEMENTS.
75. Public Improvement Conformance. All public improvements shall Approval of
conform to the City of Dublin Standard Plans, current practices, PW Improvement
design requirements and as approved by City Engineer. Plans
76. Standard General Notes. Standard General Notes and project PW Approval of
specific notes shall be shown on the construction drawing set in Improvement
accordance with current Public Works standards. Plans
77. Curb Returns. Curb Returns on Inspiration Drive shall be 40-foot
radius. All internal street curb returns shall be a minimum 20-foot Approval of
radius, or as approved by the City Engineer. Curb ramp locations and PW Improvement
design shall conform to the most current Title 24 and Americans with Plans
Disabilities Act requirements and as approved by the Public Works
Traffic Engineer.
78. Traffic Signing and Striping. Developer shall install all traffic Certificate of
signage, striping, and pavement markings as required by the Public PW Occupancy
Works Department.
79. Onsite Signing and Striping Plan. Construction drawings shall PW Building Permit
include signing and striping plans, subject to the review and approval Issuance and
of the City Engineer. Improvement Plan
a. All parking spaces shall be double striped using 4" white lines set Approval
approximately 2 feet apart according to City standards and
§8.76.070 (A) 17 of the Dublin Municipal Code.
b. All compact-sized parking spaces shall have the word
"COMPACT" stenciled on the pavement within each space.
c. Accessible parking spaces shall conform to ADA standards per
CBC 11 B-208 and 11 B-502.2. At least one of every six
Accessible parking spaces shall be Van Accessible. Per CBC
11 B-502.2, the stall width shall be a minimum of 12'-0" wide, and
the adjacent accessible aisle shall be a minimum 5' wide.
d. 12"-wide concrete step-out curbs shall be constructed at each
parking space where one or both sides abuts a landscaped area
or planter.
80. Water and Sewer Facilities. Developer shall construct all potable
and recycled water and sanitary sewer facilities required to serve the Certificate of
project in accordance with DSRSD master plans, standards, PW Occupancy
specifications and requirements.
81. Fire Hydrants. Fire hydrant locations shall be approved by the Approval of
Alameda County Fire Department. PW Improvement
Plans
82. Utility Locations. All electric, telephone, cable TV, and Approval of
communications utilities, shall be placed underground in accordance PW Improvement
with the City policies and ordinances. All utilities shall be sized to Plans
meet utility company standards.
PUBLICWORKS ,CONSTRUCTION
83. Public Works Standard Conditions of Approval.
Applicant/Developer shall comply with the City of Dublin Public PW On-going
Works Standard Conditions of Approval contained below ("Standard
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 14 of 19
Condition") unless specifically modified by Project Specific
Conditions of Approval above.
84. Conditions of Approval. Applicant/Developer shall comply with the
City of Dublin Title 7 Public Works Ordinance, which includes the
Grading Ordinance, the City of Dublin Public Works Standards and
Policies, the most current requirements of the State Code Title 24
and the Americans with Disabilities Act with regard to accessibility,
and all building and fire codes and ordinances in effect at the time of PW On-going
building permit. All public improvements constructed by Developer
and to be dedicated to the City are hereby identified as "public works"
under Labor Code section 1771. Accordingly, Applicant/Developer, in
constructing such improvements, shall comply with the Prevailing
Wage Law(Labor Code. Sects. 1720 and following).
PUBLIC WORKS—AGREEMENTS AND BONDS ,:,._
85. 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 PW On-going as
Developer will be responsible for maintaining erosion and sediment needed
control measures for one year following the City's acceptance of the
improvements.
86. Archaeological Finds. If archaeological materials are encountered
during construction, construction within 100 feet of these materials
shall be halted until a professional Archaeologist who is certified by On-going as
the Society of California Archaeology (SCA) or the Society of PW needed
Professional Archaeology(SOPA) has had an opportunity to evaluate
the significance of the find and suggest appropriate mitigation
measures.
87. 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 On-going as
7:30 a.m. and 6:00 p.m. except as otherwise approved by the City PW needed
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.
88. Temporary Fencing. Temporary Construction fencing shall be
installed along the perimeter of all work under construction to
separate the construction operation from the public. All construction Start of
activities shall be confined within the fenced area. Construction PW Construction and
materials and/or equipment shall not be operated or stored outside of On-going
the fenced area or within the public right-of-way unless approved in
advance by the City Engineer.
89. Construction Noise Management Plan. Developer shall prepare a
construction noise management plan that identifies measures to be Start of
taken to minimize construction noise on surrounding developed Construction
properties. The plan shall include hours of construction operation, PW Implementation,
use of mufflers on construction equipment, speed limit for and On-going as
construction traffic, haul routes and identify a noise monitor. Specific needed
noise management measures shall be provided prior to project
construction.
90. Traffic Control Plan. Closing of any existing pedestrian pathway Start of
and/or sidewalk during construction shall be implemented through a Construction and
City approved Traffic Control Plan. PW On-going as
needed
91. Pest Control. Developer shall be responsible for controlling any PW On-going
rodent, mosquito, or other pest problem due to construction activities.
Reso No. 07-19, Item 6.1,Adopted 2/5/19 Page 15 of 19
92. Dust Control Measures. Developer shall be responsible for Start of
watering or other dust-palliative measures to control dust as Construction an
conditions warrant or as directed by the City Engineer. PW On-going as
needed
93. Damage/Repairs.The Applicant/Developer shall be responsible for
the repair of any damaged pavement, curb &gutter, sidewalk, or PW Certificate of
other public street facility resulting from construction activities Occupancy
associated with the development of the project
PUBLIC WORKS—NPDES
94. Stormwater Requirements Checklist. Applicant shall submit an Approval of
updated "Stormwater Requirements Checklist" and accompanying PW Grading Plans
required documentation.
95. Stormwater Treatment. Planting within all bioretention areas or
similar LID landscape-based stormwater treatment measures shall
adhere to the guidelines summarized in the most current version of
Appendix B to the C.3 Stormwater Technical Guidance Handbook
published by the Alameda County Clean Water Program.
a. The synthetic sports field does not qualify asing PW Approval of
��self-treat �� areas Grading Plans
for stormwater treatment. If the applicant is intending to obtain
credit for use of synthetic turf, applicant shall conduct a
percolation study on the existing soil and demonstrate that it
meets the C.3 requirements along with assuring the ground water
depth is more than 10' within the area.
96. Hydromodification Calculations. Applicant shall submit
Hydromodification (HM) Control Submittals for review in accordance Approval of
with current C.3 guidelines and Bay Area Hydrology Model (BAHM) PW Grading Plans
report recommendations.
97. NOI and SWPPP. Prior to any clearing or grading, Developer shall
provide the City evidence that a Notice of Intent (NOI) has been sent Start of Any
to the California State Water Resources Control Board per the PW Construction
requirements of the NPDES. A copy of the Storm Water Pollution Activities
Prevention Plan (SWPPP) shall be provided to the Public Works
Department and be kept at the construction site.
98. SWPPP. The Storm Water Pollution Prevention Plan (SWPPP) shall SWPPP to be
identify the Best Management Practices (BMPs) appropriate to the Prepared Prior to
project construction activities. The SWPPP shall include the erosion Approval of
and sediment control measures in accordance with the regulations Grading Plans;
outlined in the most current version of the ABAG Erosion and PW Implementation
Sediment Control Handbook or State Construction Best Management Prior to Start of
Practices Handbook. The Developer is responsible for ensuring that Construction and
all contractors implement all storm water pollution prevention On-going as
measures in the SWPPP. needed
99. Stormwater Management Plan. Construction Plans shall include a Approval of
Stormwater Management Plan subject to review and approval of the PW Grading Plans
City Engineer.
100. Trash Capture. Specific information is required on the construction
plan set demonstrating how MRP Provision C.10 (trash capture) Approval of
requirements are met. Trash capture devices to be used shall be Improvement
listed and details shown on plans. PW Plans and
Trash capture devices shall meet the full trash capture requirements Building Permit
of the SF Bay Regional Water Quality Control Board AND shall Issuance
comply with maintenance and performance requirements of the
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 16 of 19
Mosquito Abatement District.
Approved Filters include
a. United Stormwater(USW-1 modified),
b. Advanced Solutions Stormtek ST3 (AS-1/ST3 or AS-2/ST3),
c. Revel Environmental Manufacturing Inc. (REM-1),
d. Or other approved equal.
PUBLIC WORKS—SPECIAL CONDITIONS
101. Waste Enclosure Requirements Checklist. Applicant shall submit
a "Waste Enclosure Requirements Checklist" for the project. A pdf Approval of
fillable version of the checklist is available from the City of Dublin PW Improvement
website at Plans
http://www.dublin.ca.gov/DocumentCenterNiew/17027
102. Trash Enclosure. The proposed trash enclosures shall conform to PW Building Permit
City of Dublin Trash Enclosure Ordinance 7.98. Issuance
a. Standard enclosures shall have a minimum inside usable floor of
18 feet wide by 10 feet deep with a min. of 6 feet high wall.
b. The lowest part of the enclosure ceiling cannot be lower than 9
feet high.
c. The concrete apron shall extend a minimum ten feet from the
enclosure pad and be the width of the enclosure opening.
d. The enclosure shall have a drain connected to the sanitary
sewer.
e. A hose bib shall be available for periodic wash down.
f. The area around and inside the enclosure must be lit with a
minimum of one-foot candle.
g. The trash enclosure shall be architecturally designed to be
compatible with the building.
h. The doors must be designed with self-closing gates that can be
locked closed and can also be held open with pin locks during
loading.
i. All trash bins used for this site shall be maintained within the
trash bin enclosure(s) at all times.
j. The enclosure shall have accessible route and entrance door.
103. Lighting. PL, PW, PO Building Permit
a. The Applicant/Developer shall prepare a photometric plan to the Issuance
reasonable satisfaction of the City Engineer, Director of
Community Development, the City's Consulting Landscape
Architect and Dublin Police Services.
b. The photometric plan shall show lighting levels which take into
consideration, poles, low walls and other obstructions.
c. Lighting used after daylight hours shall be adequate to provide for
security needs.
d. The parking lot lights shall also be designed to eliminate any
pockets of high & low illuminated areas.
104. Varsity Football Games. Varsity football games and other large PL, PW On-going
activities are prohibited from occurring during peak traffic hours.
DUBLIN SAN RAMON SERVICES DISTRICT;
105. Complete improvement plans shall be submitted to DSRSD that DSRSD Building Permit
conform to the requirements of the Dublin San Ramon Services District Issuance
Code, the DSRSD "Standard Procedures, Specifications and Drawings
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 17 of 19
for Design and Installation of Water and Wastewater Facilities", all
applicable DSRSD Master Plans and all DSRSD policies.
106. Domestic and fire protection waterline systems for Tracts or DSRSD Building Permit
Commercial Developments shall be designed to be looped or Issuance
interconnected to avoid dead end sections in accordance with
requirements of the DSRSD Standard Specifications and sound
engineering practice.
107. DSRSD policy requires public water and sewer lines to be located in DSRSD Building Permit
public streets rather than in off-street locations to the fullest extent Issuance
possible. If unavoidable, then public sewer or water easements must
be established over the alignment of each public sewer or water line
in an off-street or private street location to provide access for future
maintenance and/or replacement.
108. The locations and widths of all proposed easement dedications for DSRSD Issuance of any
water and sewer lines shall be submitted to and approved by `grading permit,
DSRSD. site work permit or
building permit
109. All easement dedications for DSRSD facilities shall be by a separate DSRSD Issuance of any
instrument irrevocably offered to DSRSD or by offer of dedication on grading permit,
the Final Map. site work permit or
building permit
110. Prior to issuance by the City of any Building Permit or Construction DSRSD Building Permit
Permit by the Dublin San Ramon Services District, whichever comes Issuance
first, all utility connection fees including DSRSD and Zone 7, plan
checking fees, inspection fees, connection fees, and fees associated
with a wastewater discharge permit shall be paid to DSRSD in
accordance with the rates and schedules established in the DSRSD
Code.
111. No sewer line or waterline construction shall be permitted unless the DSRSD Building Permit
proper utility construction permit has been issued by DSRSD. A Issuance
construction permit will only be issued after all of the items in
Condition No. 155 have been satisfied.
112. The Applicant/Developer shall hold DSRSD, its Board of Directors, DSRSD Ongoing
commissions, employees, and agents of DSRSD harmless and
indemnify and defend the same from any litigation, claims, or fines
resulting from the construction and completion of the project.
113. Above-ground backflow prevention devices/double detector check DSRSD Building Permit
valves shall be installed on fire protection systems connected to the Issuance and
DSRSD water main. The Applicant shall collaborate with the Fire ongoing
Department and DSRSD to size and configure the fire system. The
Applicant shall minimize the number of backflow prevention
devices/double-detector check valve through strategic placement and
landscaping.
114. Development plans will not be approved until landscape plans are DSRSD Approval of Final
submitted for DSRSD review and approval. Landscape Plans
115. Grading for construction shall be done with recycled water. DSRSD During
construction
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 18 of 19
PASSED, APPROVED AND ADOPTED this 5th day of February 2019 by the following vote:
AYES: Cms. Hernandez, Josey and Mayor Haubert
NOES: Cms. Goel and Kumagai
ABSENT: None
ABSTAIN: None
ayor
ATTEST:
at///0
City Cler
•
Reso No. 07-19, Item 6.1, Adopted 2/5/19 Page 19 of 19
VCS
Faith •
Wisdo m • S e
rviceVA L LEY CHRISTIAN
VALLEY CHRISTIAN CENTER
SITE DEVELOPMENT
REVIEW
RE-SUBMITTAL 09/18/2017
DRAWING INDEX
COVER
L1.0 VICINITY MAP
L1.1 EXISTING CONDITIONS PLAN
L1.2 EXISTING CONDITIONS PLAN
L1.3 EXISTING CONDITIONS PLAN - TREE REMOVAL PLAN
L1.4 EXISTING CONDITIONS PLAN - TREE INVENTORY
A1.4 CONCEPTUAL PHASING PLAN FOR PARCEL 1 (TAKEN FROM MP REZONE SUBMITTAL)
L2.0 SITE PLAN
L2.1 SITE PLAN
L2.2 WALL AND FENCE EXHIBIT
L2.3 WALL AND FENCE EXHIBIT
L2.4 STRIPING AND SIGNAGE PLAN
L2.5 STRIPING AND SIGNAGE PLAN
L3.0 FIRE ACCESS & CIRCULATION PLAN
L3.1 FIRE ACCESS & CIRCULATION PLAN
L4.0 LANDSCAPE PLAN
L4.1 LANDSCAPE PLAN
L5.0 LIGHTING PLAN
L5.1 LIGHTING PLAN
A1.0 CONCESSION STAND AND TICKET BOOTH
A1.1 TRASH ENCLOSURE
D1.0 SITE FURNISHINGS
D1.1 SITE FURNISHINGS
D1.2 SITE FURNISHINGS
D2.0 SITE SECTIONS
D3.0 SITE LIGHTING CUT SHEETS
C1.0 CONCEPTUAL GRADING PLAN
C2.0 PRELIMINARY UTILITY PLAN
C3.0 STORMWATER TREATMENT DETAILS
C3.1 STORMWATER TREATMENT DETAILS
PROJECT DATA
PROJECT ADDRESS 7500 INSPIRATION DRIVE
DUBLIN, CA 94568
LEGAL ADDRESS APN.
941-0022-003 (PARCEL 1-A)
941-0022-004 (PARCEL 1)
941-0022-005 (PARCEL 2)
941-0022-006 (PARCEL 3)
PROJECT DESCRIPTION REVISE ALLOCATION ON SITE OF PREVIOUSLY ENTITLED
USES. REARRANGE ATHLETICS FIELDS AND DISTRIBUTE
PARKING THROUGHOUT THE CAMPUS IN ACCORDANCE WITH
A REVISED STAGE 1 DEVELOPMENT PLAN FOR THE ENTIRE
SITE AND STAGE 2 DEVELOPMENT PLAN FOR PARCEL 1 AND
PARCEL 1-A.
ZONING PLANNED DEVELOPMENT
GENERAL PLAN DESIGNATION PUBLIC / SEMI-PUBLIC / OPEN SPACE
SITE AREA PARCEL 1, 1A 37.0 ACRES
PARCEL 2 1.4 ACRES
PARCEL 3 12.7 ACRES
TOTAL 51.1 ACRES
TREESTUMP
WOOD FENCE
CONCRETEDRAINPAN
DRAININLET
TREESTUMP
TREESTUMP
TREESTUMP
SANITARYSEWERMANHOLE
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RETAININGWALL
ELEVATEDWALKWAYRAMP
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227+6)BKF Engineers 4670
Willow Road, Suite
250 Pleasanton, CA 94588
TEL: 925.
396.7718 DEFERRED SUBMITTAL DESIGN DOCUMENTS FOR THE FOLLOWING ITEMS WILL BE
SUBMITTED UNDER SEPARATE PERMIT TO
THE CITY OF DUBLIN:NEW
SPRINKLER SYSTEM & MONITORING
DI
TREE STUMP
WOOD FENCE
CONCRETE DRAIN PAN
DITREESTUMP
IN
SPIRA
TIO
N
D
RIV
E
SANCTUARY
EXISTING)
PORTABLES
EXISTING)
STUDENT
CENTER
EXISTING)
JR. / SR.
HIGH
SCHOOL
EXISTING)
PORTABLES
EXISTING)
PRE-SCHOOL/
DAY CARE
EXISTING)
ELEMENTARY
SCHOOL
EXISTING)
JR. / SR.
HIGH
SCHOOL
EXISTING)
69
5
69
0
685695700700705690705710715CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
SANCTUARY
EXISTING)
PORTABLES
EXISTING)
STUDENT
CENTER
EXISTING)
JR. / SR.
HIGH
SCHOOL
EXISTING)
PORTABLES
EXISTING)
PRE-SCHOOL/
DAY CARE
EXISTING)
ELEMENTARY
SCHOOL
EXISTING)
JR. / SR.
HIGH
SCHOOL
EXISTING)
LOT B
NORTH
0 45 90 180 270'
02/03/2017
02/03/2017
PHMBINSPIRA
TI O N D R
DUBLIN BLVD
LASPALMASWAYINSPIRAT
I
ON
D R
l1.0
Vicinity Map REGIONAL VICINITY MAPNottoScaleLOCAL
VICINITY
MAP
PROJECT
LOCATION*
PH MB NEW
LOT F TOTAL
SPACES: 111
ACCESSIBLE PARKING ALLOCATED TO
LOT A TO BE
COMPLETED PRIOR TO
OCCUPANCY OF
SPORTS FIELD)EXISTING
LOT B TOTAL
SPACES: 231
ACCESSIBLE PARKING ALLOCATED TO
LOT A 248 (
E) SPACES 231
REVISED SPACES NEW
LOT A TOTAL
SPACES: 71
ACCESSIBLE PARKING:2 VAN,
8 ACCESSIBLE
PARCEL 1 APN: 941-
22-4 33.
3 ACRES PUBLIC/
SEMI-PUBLIC 8.
02
ACRES
CONSERVATION EASEMENT PART OF
PARCEL 3:APN 941-
22-6)
PARCEL 3 APN: 941-
22-6 12.
7 ACRES FUTURE
STUDY AREA
PARCEL 4 APN: 941-
22-3 3.
7 ACRES
OPEN SPACE
PARCEL 2 APN: 941-
22-5 1.
4 ACRES PUBLIC/
SEMI-PUBLIC EXISTING
LOT C TOTAL
SPACES: 73
ACCESSIBLE PARKING:
1 ACCESSIBLE EXISTING
LOT D TOTAL
SPACES: 19
ACCESSIBLE PARKING:
2 ACCESSIBLE EXISTING
LOT E TOTAL
SPACES: 6
ACCESSIBLE PARKING:
3
ACCESSIBLE
NON-
ACCESSIBLE STALLS
ACCESSIBLE STALLS
STANDARD "A"/
VAN "
V")
TOTAL
ACCESSIBLE
STALLS
REQUIRED
ACCESSIBLE
STALLS*
TOTAL STALLS
LOT A PROPOSED)61 8A 2V 10 7A
2V 71
LOT B REVISED)231 SPACES ALLOCATED TO LOT
A
0 SPACES
ALLOCATED TO
LOT
A 231
LOT C EXISTING)72 1A 0V 1 2A
1V 73
LOT D EXISTING)17 2A 0V 2 0A
1V 19
LOT E EXISTING)4 2A 0V 2 0A
1V 6
LOT F FUTURE)111 SPACES ALLOCATED TO LOT
A
0 SPACES
ALLOCATED TO
LOT
A 111 TOTAL PARKING PROVIDED (MIN. REQUIRED:
506)511 NUMBER OF REQUIRED ACCESSIBLE STALLS PER CBC 11B-
208.2
PARKING INFORMATION
AREA
CALCULATION
LANDSCAPED AREAS TOTAL SITE AREA 425,311 SF (9.
76 ACRES)
GROSS BUILDING
FLOOR AREA 97,287 SF (2.23 ACRES) =
22.9%CONCESSIONS/RESTROOM - 1,
270 SF ATHLETIC FIELD STORAGE AREA - 1,
500 SF TICKET BOOTH -
90 SF
PLUMBING NOTE:1.TOILET FACILITIES AT (N) CONCESSION STAND BUILDING
ARE FOR OCCUPANTS ATTENDING SPORTS ACTIVITIES IN THE FIELD
AS WELL AS
AMPHITHEATER OCCUPANTS.2.EVENTS ON THE FIELD WILL NOT OCCUR AT THE SAME
TIME AS EVENTS AT
THE AMPHITHEATER.3.THE LAYOUT OF THE FENCES AROUND THE TOILET
FACILITIES IS DESIGNED TO BE EITHER ACCESSIBLE TO THE OCCUPANTS
AT THE SPORTS FIELD, OR TO THE OCCUPANTS AT
THE
AMPHITHEATER.
DESCRIPTIONSYM LEGEND
PARCEL BOUNDARY SDR PROJECT BOUNDARY (LIMIT
OF
WORK)
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
C.
S.'S
S.
S.
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.7
709.8
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
S.
S.
C.B.
C.
M.H.
F.H.
S.
S.
S.
FOUND
MONUMENT
DI
FIRE
HYDRANT
DI
ELECTRICAL
VAULT
STUCCO WALL
MONUMENT SIGN
HT. VARIES
3.5'-4.2'±
VERTICAL DROP INLET
22' CMP
DRAIN INLET
DRAIN
INLET
TOP OF SLOPE
ELECTRICAL
VAULT
STREET
LIGHT PAD
ASPHALT
PARKING LOT
TOP OF
SLOPE
24"Ø STORM
DRAIN
24"Ø STORM DRAIN
LINE THROUGH
FOUND
MONUMENT
ASPHALT
BERM
CONCRETE
CURB & GUTTER
TBM
EL. 693.3
CP-14
EL. 700.0
CP-41
2.0'Ø DI
WM
3) WV
ASPHALT
PARKING LOT
FH
PLANTER
IRRIGATION
CONTROL VALVE
SANITARY SEWER
MANHOLE
WATER
VALVES
DRAIN INLET
RIM: 675.58
DRAIN INLET
RIM: 675.52
STREET
LIGHT
GUARD
RAIL
PORTION OF PARCEL 1
OF DUBLIN CALIFORNIA
282 M 86
PROJECT AREA = 1.8± ACRES
VALLEY CHRISTIAN CENTER
BACKFLOW
PREVENTION
DEVICE
FIRE
DEPARTMENT
CONNECTION
ADA PARKING
SIGN
FHWV
2'Ø CB
RIM: 705.26
8"Ø INV: 700.91
SIGN
BLOCK WALL
TRASH ENCLOSURE
15' WIDE
WATER EASEMENT
83-093115)
282 PM 86
10' WIDE SANITARY
SEWER EASEMENT
83-09114) 282 PM 86
10' WIDE WATER
EASEMENT
83-093115) 282 PM 86
FOUND
MONUMENT
GATE
PANEL
ELECTRICAL
VAULT
SCOREBORD
TOP OF
SLOPE
SIGN
IRRIGATION
VALVES
TOP OF SLOPE
TOE OF SLOPE
2) IV PIER
IRRIGATION
VAULT
CATCH BASIN
CATCH BASIN
SIGN
POST
OUTFALL PIPE
TOP
SLOPE
TOE SLOPE
WOOD
BOX
OUTFALL
PIPE
IRRIGATION VALVE
IRRIGATION VALVE
IRRIGATION VALVE
IRRIGATION VALVE
TOP
SLOPE
TOE SLOPE
PIER
SIGN?
DI
PLANTER
CONCRETE
RETAINING
WALL
5' WIDE PUBLIC UTILITY
EASEMENT
TREE
STUMP
CBCABINET
CO
PIPE
AREA
DRAIN
CONCRETE
FOOTING
W/POST
IRRIGATION
VALVES
TEST
VALVE
CONCRETE PAD
W/ BACKFLOW
PREVENTION DEVICE
ELECTRICAL
VAULT
GRAVEL
COSTEPS
SANITARY
SEWER
MANHOLE(3) W V
AD
SANITARY SEWER
MANHOLE
3) WV
STEPS
AREA
DRAIN
CLEANOUT
CLEANOUT
AREA DRAIN
CONCRETE
STEPS
COVERED
WALKWAY
COLUMN, TYP.
BOLLARD
WV
SIGN
WALL
STEPS
VAULT
IRRIGATION VALVES
AND PVS PIPES
CONCRETE PIER
SIGN
CO
CLEANOUT
STORM
DRAIN
STEPS
SIGN
DI
TREE STUMP
WOOD FENCE
CONCRETE DRAIN PAN
DITREESTUMP
SANITARY
SEWER
MANHOLE RETAINING WALL
RETAINING WALL
ELEVATED
WALKWAY RAMP
10' WIDE
WATER
EASEMENT
83-093115)
282 PM 86
ELECTRICAL VAULT
3) STORAGE
CONTAINERS
CONCRETE
STEPS
LIGHT
SIGN
ELECTRICAL VAULT
WV
FH
FIRE DEPT
CONNECTION
BACKFLOW
PREVENTION
DEVICE
CONCRETE
STEPS
WATER
VAULT
BACKFLOW
PREVENTION DEVICES
VAULT
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
IRRIGATION VALVE
IRRIGATION
VALVES
WV
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
C.
S.'S
S.
S.
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.7
709.8
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
S.
S.
C.B.
C.
M.H.
F.H.
S.
S.
S.
FOUND
MONUMENT
DI
FIRE
HYDRANT
DI
ELECTRICAL
VAULT
STUCCO WALL
MONUMENT SIGN
HT. VARIES
3.5'-4.2'±
VERTICAL DROP INLET
22' CMP
DRAIN INLET
DRAIN
INLET
TOP OF SLOPE
ELECTRICAL
VAULT
STREET
LIGHT PAD
ASPHALT
PARKING LOT
TOP OF
SLOPE
24"Ø STORM
DRAIN
24"Ø STORM DRAIN
LINE THROUGH
FOUND
MONUMENT
ASPHALT
BERM
CONCRETE
CURB & GUTTER
TBM
EL. 693.3
CP-14
EL. 700.0
CP-41
2.0'Ø DI
WM
3) WV
ASPHALT
PARKING LOT
FH
PLANTER
IRRIGATION
CONTROL VALVE
SANITARY SEWER
MANHOLE
WATER
VALVES
DRAIN INLET
RIM: 675.58
DRAIN INLET
RIM: 675.52
STREET
LIGHT
GUARD
RAIL
PORTION OF PARCEL 1
OF DUBLIN CALIFORNIA
282 M 86
PROJECT AREA = 1.8± ACRES
VALLEY CHRISTIAN CENTER
BACKFLOW
PREVENTION
DEVICE
FIRE
DEPARTMENT
CONNECTION
ADA PARKING
SIGN
FHWV
2'Ø CB
RIM: 705.26
8"Ø INV: 700.91
SIGN
BLOCK WALL
TRASH ENCLOSURE
15' WIDE
WATER EASEMENT
83-093115)
282 PM 86
10' WIDE SANITARY
SEWER EASEMENT
83-09114) 282 PM 86
10' WIDE WATER
EASEMENT
83-093115) 282 PM 86
FOUND
MONUMENT
GATE
PANEL
ELECTRICAL
VAULT
SCOREBORD
TOP OF
SLOPE
SIGN
IRRIGATION
VALVES
TOP OF SLOPE
TOE OF SLOPE
2) IV PIER
IRRIGATION
VAULT
CATCH BASIN
CATCH BASIN
SIGN
POST
OUTFALL PIPE
TOP
SLOPE
TOE SLOPE
WOOD
BOX
OUTFALL
PIPE
IRRIGATION VALVE
IRRIGATION VALVE
IRRIGATION VALVE
IRRIGATION VALVE
TOP
SLOPE
TOE SLOPE
PIER
SIGN?
DI
PLANTER
CONCRETE
RETAINING
WALL
5' WIDE PUBLIC UTILITY
EASEMENT
TREE
STUMP
CBCABINET
CO
PIPE
AREA
DRAIN
CONCRETE
FOOTING
W/POST
IRRIGATION
VALVES
TEST
VALVE
CONCRETE PAD
W/ BACKFLOW
PREVENTION DEVICE
ELECTRICAL
VAULT
GRAVEL
COSTEPS
SANITARY
SEWER
MANHOLE(3) W V
AD
SANITARY SEWER
MANHOLE
3) WV
STEPS
AREA
DRAIN
CLEANOUT
CLEANOUT
AREA DRAIN
CONCRETE
STEPS
COVERED
WALKWAY
COLUMN, TYP.
BOLLARD
WV
SIGN
WALL
STEPS
VAULT
IRRIGATION VALVES
AND PVS PIPES
CONCRETE PIER
SIGN
CO
CLEANOUT
STORM
DRAIN
STEPS
SIGN
DI
TREE STUMP
WOOD FENCE
CONCRETE DRAIN PAN
DITREESTUMP
SANITARY
SEWER
MANHOLE RETAINING WALL
RETAINING WALL
ELEVATED
WALKWAY RAMP
10' WIDE
WATER
EASEMENT
83-093115)
282 PM 86
ELECTRICAL VAULT
3) STORAGE
CONTAINERS
CONCRETE
STEPS
LIGHT
SIGN
ELECTRICAL VAULT
WV
FH
FIRE DEPT
CONNECTION
BACKFLOW
PREVENTION
DEVICE
CONCRETE
STEPS
WATER
VAULT
BACKFLOW
PREVENTION DEVICES
VAULT
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
IRRIGATION VALVE
IRRIGATION
VALVES
WV
PARCEL 1
APN: 941-22-4
PARCEL 3
APN: 941-22-6
SANCTUARY
EXISTING)
PORTABLES
EXISTING)
STUDENT CENTER
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
PORTABLES
EXISTING)
PRE-SCHOOL/
DAY CARE
EXISTING)
ELEMENTARY
SCHOOL
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
EXISTING
MOUNUMENT
SIGN (TO
REMAIN)
PARCEL 1
APN: 941-22-4
10'
10'
10'NORTH 0 20 40
80 120'02/
03/2017 02/
03/
2017
PH
MB Existing
Conditions Plan
l1.
1
PH MB EXISTING
CONDITIONS
LEGEND DESCRIPTIONSYM
EXISTING TREE
EXISTING VEGETATION 700
EXISTING CONTOURS EXISTING
UTILITY BOX EXISTING
LIGHT POLES EXISTING
WATER VALVE EXISTING SANITARY
SEWER MANHOLE EXISTING
CATCH BASIN EXISTING STORM
DRAIN INLET EXISTING
DRAIN INLET EXISTING
WATER METER
EXISTING CLEANOUT EXISTING
AREA DRAIN EXISTING
FIRE HYDRANT EXISTING EASEMENTS (
AS
LABELED)
MH
DI
CB
AD
WM
DI
WV
CO FH LIMIT
OF WORK
PARCEL BOUNDARY MATCHLINE - REFER TO SHEET
D.I.
F.H.
P.
S.
S..
PIPE
D.I.
M.H.
D.I.
F.H.
M.H.
D.I.
D.I.
D.I.
S.
S.
M.H.
D.I.
S.
699.1
703.2
704.6
702.6
704.3
704.3
702.8
702.6
704.5
703.9
706.5
703.5
706.1 704.9
705.0
705.0
664.2
661.1
665.0
665.2
667.2
667.3 668.6
668.8
707.0
663.6
636.1
635.2
635.2
635.2
635.3
636.6
636.4
669.3
668.4
666.3
663.0
637.7
645.9
657.7
646.5
645.1637.2
640.6
PIPE
656.8
656.5
663.2
661.8
651.4 649.8
650.9
648.1
649.4
662.9
S.704.3703.9
C.
S.'S
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
710.2
709.7
709.8
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
708.6
689.5
677.0
677.2
666.4
669.0
672.9
675.3
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
706.2
688.9
689.1
690.4
690.2
692.7
S.
C.B.
C.
M.H.
F.H.
S.
S.
S.
DI
FIRE
HYDRANT
DI
ELECTRICAL
VAULT
STUCCO WALL
MONUMENT SIGN
HT. VARIES
3.5'-4.2'±
VERTICAL DROP INLET
22' CMP
ASPHALT
PARKING LOT
TOP OF
SLOPE
24"Ø STORM
DRAIN
CONCRETE
CURB & GUTTER
CP-41
2.0'Ø DI
WM
3) WV
ASPHALT
PARKING LOT
FH
PLANTER
IRRIGATION
CONTROL VALVE
SANITARY SEWER
MANHOLE
WATER
VALVES
DRAIN INLET
RIM: 675.58
DRAIN INLET
RIM: 675.52
STREET
LIGHT
GUARD
RAIL
ADA PARKING
SIGN
FHWV
2'Ø CB
RIM: 705.26
8"Ø INV: 700.91
SIGN
BLOCK WALL
TRASH ENCLOSURE
10' WIDE SANITARY
SEWER EASEMENT
83-09114) 282 PM 86
10' WIDE WATER
EASEMENT
83-093115) 282 PM 86
FOUND
MONUMENT
CATCH BASIN
PIER
DI
PLANTER
CONCRETE
RETAINING
WALL
5' WIDE PUBLIC UTILITY
EASEMENT
TREE
STUMP
CBCABINET
CO
PIPE
AREA
DRAIN
CONCRETE
FOOTING
W/POST
IRRIGATION
VALVES
TEST
VALVE
CONCRETE PAD
W/ BACKFLOW
PREVENTION DEVICE
ELECTRICAL
VAULT
GRAVEL
COSTEPS
SANITARY
SEWER
MANHOLE(3) W V
AD
SANITARY SEWER
MANHOLE
3) WV
STEPS
AREA
DRAIN
CLEANOUT
CLEANOUT
AREA DRAIN
CONCRETE
STEPS
COVERED
WALKWAY
COLUMN, TYP.
BOLLARD
WV
SIGN
WALL
STEPS
VAULT
IRRIGATION VALVES
AND PVS PIPES
CONCRETE PIER
SIGN
CO
CLEANOUT
STORM
DRAIN
STEPS
SIGN
DI
TREE STUMP
WOOD FENCE
CONCRETE DRAIN PAN
DITREESTUMP
SANITARY
SEWER
MANHOLE RETAINING WALL
RETAINING WALL
ELEVATED
WALKWAY RAMP
3) STORAGE
CONTAINERS
CONCRETE
STEPS
LIGHT
SIGN
ELECTRICAL VAULT
WV
FIRE DEPT
CONNECTION
BACKFLOW
PREVENTION
DEVICE
CONCRETE
STEPS
WATER
VAULT
BACKFLOW
PREVENTION DEVICES
VAULT
TREE
IRRIGATION VALVE
IRRIGATION
VALVES
WV
DRAIN INLET
D.I.
F.H.
P.
S.
S..
PIPE
D.I.
M.H.
D.I.
F.H.
M.H.
D.I.
D.I.
D.I.
S.
S.
M.H.
D.I.
S.
699.1
703.2
704.6
702.6
704.3
704.3
702.8
702.6
704.5
703.9
706.5
703.5
706.1 704.9
705.0
705.0
664.2
661.1
665.0
665.2
667.2
667.3 668.6
668.8
707.0
663.6
636.1
635.2
635.2
635.2
635.3
636.6
636.4
669.3
668.4
666.3
663.0
637.7
645.9
657.7
646.5
645.1637.2
640.6
PIPE
656.8
656.5
663.2
661.8
651.4 649.8
650.9
648.1
649.4
662.9
S.704.3703.9
C.
S.'S
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
710.2
709.7
709.8
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
708.6
689.5
677.0
677.2
666.4
669.0
672.9
675.3
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
706.2
688.9
689.1
690.4
690.2
692.7
S.
C.B.
C.
M.H.
F.H.
S.
S.
S.
DI
FIRE
HYDRANT
DI
ELECTRICAL
VAULT
STUCCO WALL
MONUMENT SIGN
HT. VARIES
3.5'-4.2'±
VERTICAL DROP INLET
22' CMP
ASPHALT
PARKING LOT
TOP OF
SLOPE
24"Ø STORM
DRAIN
CONCRETE
CURB & GUTTER
CP-41
2.0'Ø DI
WM
3) WV
ASPHALT
PARKING LOT
FH
PLANTER
IRRIGATION
CONTROL VALVE
SANITARY SEWER
MANHOLE
WATER
VALVES
DRAIN INLET
RIM: 675.58
DRAIN INLET
RIM: 675.52
STREET
LIGHT
GUARD
RAIL
ADA PARKING
SIGN
FHWV
2'Ø CB
RIM: 705.26
8"Ø INV: 700.91
SIGN
BLOCK WALL
TRASH ENCLOSURE
10' WIDE SANITARY
SEWER EASEMENT
83-09114) 282 PM 86
10' WIDE WATER
EASEMENT
83-093115) 282 PM 86
FOUND
MONUMENT
CATCH BASIN
PIER
DI
PLANTER
CONCRETE
RETAINING
WALL
5' WIDE PUBLIC UTILITY
EASEMENT
TREE
STUMP
CBCABINET
CO
PIPE
AREA
DRAIN
CONCRETE
FOOTING
W/POST
IRRIGATION
VALVES
TEST
VALVE
CONCRETE PAD
W/ BACKFLOW
PREVENTION DEVICE
ELECTRICAL
VAULT
GRAVEL
COSTEPS
SANITARY
SEWER
MANHOLE(3) W V
AD
SANITARY SEWER
MANHOLE
3) WV
STEPS
AREA
DRAIN
CLEANOUT
CLEANOUT
AREA DRAIN
CONCRETE
STEPS
COVERED
WALKWAY
COLUMN, TYP.
BOLLARD
WV
SIGN
WALL
STEPS
VAULT
IRRIGATION VALVES
AND PVS PIPES
CONCRETE PIER
SIGN
CO
CLEANOUT
STORM
DRAIN
STEPS
SIGN
DI
TREE STUMP
WOOD FENCE
CONCRETE DRAIN PAN
DITREESTUMP
SANITARY
SEWER
MANHOLE RETAINING WALL
RETAINING WALL
ELEVATED
WALKWAY RAMP
3) STORAGE
CONTAINERS
CONCRETE
STEPS
LIGHT
SIGN
ELECTRICAL VAULT
WV
FIRE DEPT
CONNECTION
BACKFLOW
PREVENTION
DEVICE
CONCRETE
STEPS
WATER
VAULT
BACKFLOW
PREVENTION DEVICES
VAULT
TREE
IRRIGATION VALVE
IRRIGATION
VALVES
WV
DRAIN INLET
SANCTUARY
EXISTING)
PORTABLES
EXISTING)
STUDENT CENTER
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
PRE-SCHOOL/
DAY CARE
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
PARCEL 3
APN: 941-22-6
PARCEL 1
APN: 941-22-4
EXISTING
MOUNUMENT
SIGN (TO
REMAIN)
10'
10'NORTH 0 20 40
80 120'02/
03/2017 02/
03/
2017
PH
MB Existing
Conditions Plan
l1.
2
PH MB EXISTING
CONDITIONS
LEGEND DESCRIPTIONSYM
EXISTING TREE
EXISTING VEGETATION 700
EXISTING CONTOURS EXISTING
UTILITY BOX EXISTING
LIGHT POLES EXISTING
WATER VALVE EXISTING SANITARY
SEWER MANHOLE EXISTING
CATCH BASIN EXISTING STORM
DRAIN INLET EXISTING
DRAIN INLET EXISTING
WATER METER
EXISTING CLEANOUT EXISTING
AREA DRAIN EXISTING
FIRE HYDRANT EXISTING EASEMENTS (
AS
LABELED)
MH
DI
CB
AD
WM
DI
WV
CO FH LIMIT
OF WORK
PARCEL BOUNDARY MATCHLINE - REFER TO SHEET
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
C.
S.'S
S.
S.
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.7
709.8
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
S.
S.
C.B.
C.
M.H.
F.H.
S.
S.
S.
FOUND
MONUMENT
DI
FIRE
HYDRANT
DI
ELECTRICAL
VAULT
STUCCO WALL
MONUMENT SIGN
HT. VARIES
3.5'-4.2'±
VERTICAL DROP INLET
22' CMP
DRAIN INLET
DRAIN
INLET
TOP OF SLOPE
ELECTRICAL
VAULT
STREET
LIGHT PAD
ASPHALT
PARKING LOT
TOP OF
SLOPE
24"Ø STORM
DRAIN
24"Ø STORM DRAIN
LINE THROUGH
FOUND
MONUMENT
ASPHALT
BERM
CONCRETE
CURB & GUTTER
TBM
EL. 693.3
CP-14
EL. 700.0
CP-41
2.0'Ø DI
WM
3) WV
ASPHALT
PARKING LOT
FH
PLANTER
IRRIGATION
CONTROL VALVE
SANITARY SEWER
MANHOLE
WATER
VALVES
DRAIN INLET
RIM: 675.58
DRAIN INLET
RIM: 675.52
STREET
LIGHT
GUARD
RAIL
PORTION OF PARCEL 1
OF DUBLIN CALIFORNIA
282 M 86
PROJECT AREA = 1.8± ACRES
VALLEY CHRISTIAN CENTER
BACKFLOW
PREVENTION
DEVICE
FIRE
DEPARTMENT
CONNECTION
ADA PARKING
SIGN
FHWV
2'Ø CB
RIM: 705.26
8"Ø INV: 700.91
SIGN
BLOCK WALL
TRASH ENCLOSURE
15' WIDE
WATER EASEMENT
83-093115)
282 PM 86
10' WIDE SANITARY
SEWER EASEMENT
83-09114) 282 PM 86
10' WIDE WATER
EASEMENT
83-093115) 282 PM 86
FOUND
MONUMENT
GATE
PANEL
ELECTRICAL
VAULT
SCOREBORD
TOP OF
SLOPE
SIGN
IRRIGATION
VALVES
TOP OF SLOPE
TOE OF SLOPE
2) IV PIER
IRRIGATION
VAULT
CATCH BASIN
CATCH BASIN
SIGN
POST
OUTFALL PIPE
TOP
SLOPE
TOE SLOPE
WOOD
BOX
OUTFALL
PIPE
IRRIGATION VALVE
IRRIGATION VALVE
IRRIGATION VALVE
IRRIGATION VALVE
TOP
SLOPE
TOE SLOPE
PIER
SIGN?
DI
PLANTER
CONCRETE
RETAINING
WALL
5' WIDE PUBLIC UTILITY
EASEMENT
TREE
STUMP
CBCABINET
CO
PIPE
AREA
DRAIN
CONCRETE
FOOTING
W/POST
IRRIGATION
VALVES
TEST
VALVE
CONCRETE PAD
W/ BACKFLOW
PREVENTION DEVICE
ELECTRICAL
VAULT
GRAVEL
COSTEPS
SANITARY
SEWER
MANHOLE(3) W V
AD
SANITARY SEWER
MANHOLE
3) WV
STEPS
AREA
DRAIN
CLEANOUT
CLEANOUT
AREA DRAIN
CONCRETE
STEPS
COVERED
WALKWAY
COLUMN, TYP.
BOLLARD
WV
SIGN
WALL
STEPS
VAULT
IRRIGATION VALVES
AND PVS PIPES
CONCRETE PIER
SIGN
CO
CLEANOUT
STORM
DRAIN
STEPS
SIGN
DI
TREE STUMP
WOOD FENCE
CONCRETE DRAIN PAN
DITREESTUMP
SANITARY
SEWER
MANHOLE RETAINING WALL
RETAINING WALL
ELEVATED
WALKWAY RAMP
17
16
15
14
18
19
20
2122232425
12
13
1011
4
3
2
1
6 5
8 7
9
28
27
26
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49 50
51
5253
5455
56
60
10' WIDE
WATER
EASEMENT
83-093115)
282 PM 86
59
58
57
62
61
65
64
63
ELECTRICAL VAULT
68
66
67
69
70
72
71
74
73
76
75
77
7879
82
80
83
85
84
86
8782908988
91
92
9493
96
97
95
100
101
99
98
102
103
3) STORAGE
CONTAINERS
105
106
104
108
109
107
111
112
110 CONCRETE
STEPS
114
115
113
LIGHT
SIGN
117
116
118
120
119
121
123
122
125
124
126
128
129
127
129
ELECTRICAL VAULT
WV
FH
FIRE DEPT
CONNECTION
BACKFLOW
PREVENTION
DEVICE
CONCRETE
STEPS
WATER
VAULT
BACKFLOW
PREVENTION DEVICES
VAULT
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
IRRIGATION VALVE
IRRIGATION
VALVES
WV
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
C.
S.'S
S.
S.
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.7
709.8
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
S.
S.
C.B.
C.
M.H.
F.H.
S.
S.
S.
FOUND
MONUMENT
DI
FIRE
HYDRANT
DI
ELECTRICAL
VAULT
STUCCO WALL
MONUMENT SIGN
HT. VARIES
3.5'-4.2'±
VERTICAL DROP INLET
22' CMP
DRAIN INLET
DRAIN
INLET
TOP OF SLOPE
ELECTRICAL
VAULT
STREET
LIGHT PAD
ASPHALT
PARKING LOT
TOP OF
SLOPE
24"Ø STORM
DRAIN
24"Ø STORM DRAIN
LINE THROUGH
FOUND
MONUMENT
ASPHALT
BERM
CONCRETE
CURB & GUTTER
TBM
EL. 693.3
CP-14
EL. 700.0
CP-41
2.0'Ø DI
WM
3) WV
ASPHALT
PARKING LOT
FH
PLANTER
IRRIGATION
CONTROL VALVE
SANITARY SEWER
MANHOLE
WATER
VALVES
DRAIN INLET
RIM: 675.58
DRAIN INLET
RIM: 675.52
STREET
LIGHT
GUARD
RAIL
PORTION OF PARCEL 1
OF DUBLIN CALIFORNIA
282 M 86
PROJECT AREA = 1.8± ACRES
VALLEY CHRISTIAN CENTER
BACKFLOW
PREVENTION
DEVICE
FIRE
DEPARTMENT
CONNECTION
ADA PARKING
SIGN
FHWV
2'Ø CB
RIM: 705.26
8"Ø INV: 700.91
SIGN
BLOCK WALL
TRASH ENCLOSURE
15' WIDE
WATER EASEMENT
83-093115)
282 PM 86
10' WIDE SANITARY
SEWER EASEMENT
83-09114) 282 PM 86
10' WIDE WATER
EASEMENT
83-093115) 282 PM 86
FOUND
MONUMENT
GATE
PANEL
ELECTRICAL
VAULT
SCOREBORD
TOP OF
SLOPE
SIGN
IRRIGATION
VALVES
TOP OF SLOPE
TOE OF SLOPE
2) IV PIER
IRRIGATION
VAULT
CATCH BASIN
CATCH BASIN
SIGN
POST
OUTFALL PIPE
TOP
SLOPE
TOE SLOPE
WOOD
BOX
OUTFALL
PIPE
IRRIGATION VALVE
IRRIGATION VALVE
IRRIGATION VALVE
IRRIGATION VALVE
TOP
SLOPE
TOE SLOPE
PIER
SIGN?
DI
PLANTER
CONCRETE
RETAINING
WALL
5' WIDE PUBLIC UTILITY
EASEMENT
TREE
STUMP
CBCABINET
CO
PIPE
AREA
DRAIN
CONCRETE
FOOTING
W/POST
IRRIGATION
VALVES
TEST
VALVE
CONCRETE PAD
W/ BACKFLOW
PREVENTION DEVICE
ELECTRICAL
VAULT
GRAVEL
COSTEPS
SANITARY
SEWER
MANHOLE(3) W V
AD
SANITARY SEWER
MANHOLE
3) WV
STEPS
AREA
DRAIN
CLEANOUT
CLEANOUT
AREA DRAIN
CONCRETE
STEPS
COVERED
WALKWAY
COLUMN, TYP.
BOLLARD
WV
SIGN
WALL
STEPS
VAULT
IRRIGATION VALVES
AND PVS PIPES
CONCRETE PIER
SIGN
CO
CLEANOUT
STORM
DRAIN
STEPS
SIGN
DI
TREE STUMP
WOOD FENCE
CONCRETE DRAIN PAN
DITREESTUMP
SANITARY
SEWER
MANHOLE RETAINING WALL
RETAINING WALL
ELEVATED
WALKWAY RAMP
17
16
15
14
18
19
20
2122232425
12
13
1011
4
3
2
1
6 5
8 7
9
28
27
26
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49 50
51
5253
5455
56
60
10' WIDE
WATER
EASEMENT
83-093115)
282 PM 86
59
58
57
62
61
65
64
63
ELECTRICAL VAULT
68
66
67
69
70
72
71
74
73
76
75
77
7879
82
80
83
85
84
86
8782908988
91
92
9493
96
97
95
100
101
99
98
102
103
3) STORAGE
CONTAINERS
105
106
104
108
109
107
111
112
110 CONCRETE
STEPS
114
115
113
LIGHT
SIGN
117
116
118
120
119
121
123
122
125
124
126
128
129
127
129
ELECTRICAL VAULT
WV
FH
FIRE DEPT
CONNECTION
BACKFLOW
PREVENTION
DEVICE
CONCRETE
STEPS
WATER
VAULT
BACKFLOW
PREVENTION DEVICES
VAULT
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
IRRIGATION VALVE
IRRIGATION
VALVES
WV
PARCEL 1
APN: 941-22-4
PARCEL 3
APN: 941-22-6
SANCTUARY
EXISTING)
PORTABLES
EXISTING)
STUDENT CENTER
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
PORTABLES
EXISTING)
PRE-SCHOOL/
DAY CARE
EXISTING)
ELEMENTARY
SCHOOL
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
EXISTING
MOUNUMENT
SIGN (TO
REMAIN)
R
R
R
R
R
R
R
R
R
R
R
R
R
PARCEL 1
APN: 941-22-4
R
R
R
10'
10'
10'NORTH 0 20 40
80 120'02/
03/2017 02/
03/
2017
PH MB
Existing Conditions
Plan - Tree
Removal Plan
l1.
3
PH MB EXISTING
CONDITIONS
LEGEND DESCRIPTIONSYM
EXISTING TREE
EXISTING VEGETATION 700
EXISTING CONTOURS EXISTING
UTILITY BOX EXISTING
LIGHT POLES EXISTING
WATER VALVE EXISTING SANITARY
SEWER MANHOLE EXISTING
CATCH BASIN EXISTING STORM
DRAIN INLET EXISTING
DRAIN INLET EXISTING
WATER METER
EXISTING CLEANOUT EXISTING
AREA DRAIN EXISTING
FIRE HYDRANT EXISTING EASEMENTS (
AS
LABELED)
MH
DI
CB
AD
WM
DI
WV
CO FH LIMIT
OF WORK
PARCEL BOUNDARY EXISTING TREE TO REMAIN AND
BE
PROTECTED DESCRIPTIONSYM TREE
REMOVAL
LEGEND R MAP TREE NUMBER - REFER TO SHEET L1.4, 'VALLEY CHRISTIAN
SCHOOL TREE SPECIES & SIZE INVENTORY', PREPARED BY 'TREE
DECISIONS' DATED NOVEMBER
18, 2016 REMOVE EXISTING TREES AND STUMPS, IF REMOVING
STUMPS, EXCAVATE AND REMOVE ENTIRE STUMP AND BACKFILL WITH
APPROVED SOIL EXISTING STREET TREES
TO REMAIN,TYPICAL
02/03/2017
02/03/2017
PH
MB
Existing Conditions
Plan - Tree Inventory
l1.4
PH
MB
NOTE
DATA INCLUDED IS FROM 'VALLEY CHRISTIAN SCHOOL TREE SPECIES AND SIZE INVENTORY' AS
PREPARED BY 'TREE DECISIONS' DATED NOVEMBER 18, 2016.
SubmittalA10/21/14
CONCEPTUAL
PHASING PLAN
FOR PARCEL 1
A1.4
Sheet No.:
Project ID:VCC Master Plan
No.Date Issue
Sheet Title:
Issue Note:
SCHEMATIC DESIGN
07/02/2015
Consultants:
MODIFICATION OF PLANNED DEVELOPMENTVALLEY CHRISTIAN
CENTER7500 INSPIRATION DRIVEDUBLIN
CA 94568729 Heinz
Avenue, Suite 1 Berkeley,
CA
94710
510 / 848-
0895 FAX 510 / 848-0897
Project:CIVIL BKF
Engineers 4670 Willow Road,
Suite 250
Pleasanton, CA
94588 TEL:
925.
396.7718 Drawn
By:Review
By:Plot Date:JG
07/02/2015
LANDSCAPE ARCHITECTURE Michael
O'Leary + Associates 1912
McGeeAvenueBerkeley, CA
94703 TEL: 510.841.5689
Re-SubmittalB04/01/15 Revised
Re-SubmittalC06/09/15 Revised Re-SubmittalD6/16/15 VALLEY
CHRISTIAN CENTER PLANNED DEVELOPMENT CONCEPTUAL PHASING PLAN, PARCEL 1 NOTES: The
phasing of Parcel 2 and Parcel 3 are currently unknown. Parcel
2 is
subject to approval of a Stage 2 Development Plan.Parcel 3 is
subject to
approval of a Stage 1 and 2 Development
Plan.Buildings may be constructed irrespective of the phasing order if
construction is
needed to meet the needs of the church/school.
Parcel Boundaries are for planning purposes
only.
Refer
to
surveyor documents
for
most accurate
information.2015
EXISTING
CONDITIONS SCOPE
SUMMARY PARKING N/
A
135,925
510
BUILDING AREA
GROSS SQ.
FT.
2025 PHASE 3 2030
PHASE 4 SCOPE SUMMARY PARKING
WEST SITE ACCESS & PARKING SITE
IMPROVEMENTS & NEW PLAY AREAS NEW
BUILDING B (SOUTHERN
PORTION)REMOVAL OF TEMPORARY STORAGE CONTAINERS NEW
STORAGE B1 BUILDING B -
SOUTH (3 STOREIS)
28,
200 STORAGE
B1 1,
000 TOTAL
29,200
530
NEW BUILDING AREA GROSS
SQ. FT.SCOPE
SUMMARY PARKING BUILDING A
BUILD OUT NEW BUILDING A2 NEW BUILDING
E & PARKING NEW BUILDING B (NORTHERN
PORTION) & SITE IMPROVEMENTS BUILDING A (2
STORIES)31,700 BUILDING A2 (2
STORIES) 7,400 BUILDING E (3 STORIES)29,
000 BUILDING B - NORTH (
PARTIAL 2ND STORY)
22,
875 BUILDING
F 6,
000 TOTAL
96,
975
600NEWBUILDING
AREA
GROSSSQ. FT.
7"
Locust?
INSP
I
R A
T I
O N D
R
I
V
E
PARCEL
1
PARCEL
3
PARCEL1-A
11
14FTGATEC1
C2
E1
7" Locust?IN
S
P I
R A
T I O
N
DR
I
V
E
PARCEL
1 PARCEL
3
PARCEL 1-
A
11
19.
3
705
14FTGATEA1
2,
DCM-
2
11
14FTGATE7"
Locust?
IN S
P IRATION
D
RI
V
E
PARCEL
1
PARCEL
3
PARC
E
L
1-
A
11
19.3705
14FT
GATEBB1
11
19.
370514FT
GATE
7" Locust?
IN S
P
IR
A
T
I
O
N
D
R
I
V
EPARCEL
1
PARCEL
3
11 19.3 705 14FT GATE
A E
B
A2 F 11 19.3 705
14FT GATE PAR C
E L 1-
A SCOPE SUMMARY PARKING NEW ATHLETICS
FIELD, SUPPORT FACILITIES & STORAGE CENTRAL PLAZA &
SITE IMPROVEMENTS NEW
CARETAKER
UNIT C1,
C2 & SUPPORT
FACILITIES 2,
500
CARETAKER UNIT
E-
1 1,
000 TOTAL
3,
500 395 NEW BUILDING AREA GROSS
SQ. FT.2016
PHASE 1 2020 PHASE 2 SCOPE
SUMMARY PARKING DEMOLITION OF TEMPORARY OFFICES AND CLASSROOMS NEW
BUILDING C BUILDING A1
BUILD OUT / 2ND STORY BUILDING
2, D BUILD OUT / 2ND STORY &
SITE IMPROVEMENTS BUILDING
C 12,500
A1 (3
STORIES)16,
200 D,
2 (
2
STORIES)
12,
300
TOTAL
41,
000
395 (
NO
CHANGE)
NEWBUILDINGAREA
GROSS
SQ. FT.7"
Locust?
1
243
5
EXISTING
PARKING
EXISTING
PARKING
IN S
P
I R
A
T
I O
N D
R I V
E
A
EXISTING
PARKING
EXISTING
SPORTS
FIELD
EXISTING
SPORTS
FIELD
EXISTING
PARKING PARCEL
1
DI
TREE STUMP
WOOD FENCE
CONCRETE DRAIN PAN
DITREESTUMP
IN
SPIR
A
TIO
N
D
RIV
E
69
5
69
0
685695700700705690705710715+FS 695
FS 694.5
FS 685
699
706
PA
699
706
701.5
695
708
708
706
705
705 +705
696
695
PARCEL 1
APN: 941-22-4
PARCEL 3
APN: 941-22-6
2
3
S
T
A
LLS
2
5
C
O
M
P
A
C
T
S
T
A
LLS48
LF50 LF
20'-0"
16'-0"
3
6
0
30'-0"
6'-0"
10'-0"6'-
0"
8'-
0"20'-
0"
24'-
0"8'-
0"8'-0"17'-
0"
24'-
0"20'-
0"
132
LF1
6
0
LF20'-
0"
20'-
0"
7'-
6"
6'-
0"
11'-
6"
8'-
0
46'-
0"
R48'-
0"
8'-
0"
6'-
0"
8'-
0"
4
0
L
F
2
3
S
T
A
L
L
S
C
C C
C
C C
C C
C
C
C
C C
C C
C
C
C
C
C C
C C
C
C 1'-
0
1'-
0
XS
SANCTUARY
EXISTING)PORTABLES EXISTING)
STUDENT CENTER
EXISTING)
JR. /
SR.
HIGH
SCHOOL
EXISTING)
PORTABLES
EXISTING)PRE-
SCHOOL/
DAYCAREEXISTING)
ELEMENTARY
SCHOOL
EXISTING)JR. /
SR.
HIGH SCHOOL
EXISTING)30'-0"
100'-0"10 10 10
10 15 EXISTING
MONUMENT SIGN TO
REMAIN)19 19 14a
20 2121
11 1 LOT B A
D2.
1CD2.
1BD2.
122
22 E D2.0 H
D2.0 TRAFFIC
VISIBILITY
TRIANGLE,
SEE
PLANTING
PLAN
L4.
0,
PLANTING
TO
BE
MAINTAINED
AT
30"
MAXIMUM
HEIGHT,
TYP.
AND
NO
ARCHITECTURAL
FEATURES
TO
BE
OVER
30"
HEIGHT
19
11
2
12"
STEP-
OUT
CURB
AT
LANDSCAPE
AREAS,
TYP.
3
3
3
3
12
23
23
23
23 7 7
8 11 13
14
9
5 6
16 4
4
18
7a
7b 7d
7c7e8a
8b 8a 8b
16 16
16 8 2
24 24 25
25
25 25
24 24
02/
03/
2017 02/
03/2017
PH MB
Site Plan l2.0 PH
MB A
LIGHTING
LEGEND
DTL
REFDESCRIPTION/
LOCATIONSYM
DOWNLIGHT -
21' HT./PARKING AREAS DOWNLIGHT - 14' HT./PEDESTRIAN & PLAZA AREAS UPLIGHT/IN
PLAZA UNDERWATER LIGHT/FOUNTAIN STEPLIGHT/STAIRS & RAMPS STRING LIGHTS/LOUNGE / PATIO
SPORTSFIELD LIGHTING - 60-70' HT./PLAYING FIELDS A B
C
D
E F
NOTE: ALL
PERMANENT LIGHT FIXTURES
SHALL BE EQUIPPED WITH CUT-OFF LENSES,
DIRECTED
DOWNWARD,
AND LIMITED IN
HEIGHT TOTHE
MAXIMUM
NECESSARY FOR ADEQUATE ILLUMINATION
AND TO MINIMIZE EXCESS LIGHT AND GLARE.1
DESCRIPTIONSYM
MATERIAL LEGEND ASPHALT DRIVEWAY ACCESSIBLE CONCRETE
RAMP FIRE ACCESS LANES (SEE SHEET L3.0)2 3 8'
DECORATIVE FENCE SPEED TABLE CROSSWALK4 5 DROP-OFF / LOADING
AREAS MIN.
465 FEET PROVIDED, SEE PLAN FOR DIMENSIONS)
6 TYPICAL PARKING STRIPING/ PARKING SPACE
DIMENSIONS
7 8-LANE 400M TRACK
OVAL W/ MULTI-
USE ATHLETIC FIELD 8
MULTI-USE SYNTHETIC TURF FIELD (FOOTBALL/SOCCER/
LACROSSE)9 SCOREBOARD
10
SPORTS FIELD LIGHTING - 60-70' HT.
11 CONCESSION STAND, RESTROOMS & TICKET BOOTH 12 13 OUTDOOR AMPHITHEATER
WITH STAGE 14 CAMPUS PLAZA 15 WATER
FEATURE / FOUNTAIN 8-ROW BLEACHERS WITH
1100
SEATING CAPACITY
16
BIORETENTION AREA 18 NEW TRASH ENCLOSURE (
10' X 18')TO
COMPLY
W/
CHAPTER
7.98 OF DUBLIN MUNICIPAL
CODE LANDSCAPED AREAS,
SEE LANDSCAPE PLAN
L4.0 SDR PROJECT
BOUNDARY (LIMIT OF WORK)
A
E/
F
B
7a
DISCUS
THROW
AREA
WITH
CAGE
7b SHOTPUT THROW AREA
7c 7d 7e
TRIPLE JUMP / LONG JUMP
PIT
POLE
VAULT PAD HIGH JUMP PIT 8a FOOTBALL
GOAL
POSTS
8b
PORTABLE
SOCCER
GOALS N L K I A M J
A O P ALL
WEATHER
TRACK
SURFACING
COLORED
CONCRETE
WALK
DECORATIVE PAVERS WITH BORDER 19 20 6'
CHAIN LINK
FENCE
AT TRACK EDGE D
B
D
H F 14a
CROSS (
APPROVED IN CONJUNCTION WITH THE WORSHIP
AND PERFORMING ARTS CENTER)
G
D D M
N
G ACCESSIBLE DRINKING FOUNTAIN (
TYP OF 3)L BIKE RACKS
K
ADA PARKING
STALL STRIPING
E H
21 BIKE
LOCKER
I
22 PUBLIC ADDRESS SYSTEM (MOUNTED TO
SPORTS FIELD LIGHT POLES)
J
ACCESSIBLE CURB CUT
B
ELECTRIC VEHICLE PARKING STALL
42"
GUARDRAIL
FENCE ON RETAINING WALL X
X C PARCEL BOUNDARY E/F
DI
TREE STUMP
WOOD FENCE
CONCRETE DRAIN PAN
DITREESTUMP
685695700700705
690
699
706
PA
706
705
705 +705
696
23
S
T
A
LLS
25
C
O
M
P
A
C
T
S
T
A
LLS48
LF50 LF
20'-0"
3
6
0
6'-0"
8'-
0"
20'-
0"24'-
0"
8'-
0"
8'-
0"
17'-
0"24'-0"
20'-
0"
1
6
0
L
F
20'-
0"
20'-
0"
7'-
6"
6'-
0"
11'-
6"
8'-
0
46'-
0"
R48'-
0"
23
S
T
A
L
L
S
C
C
C
C
C C
C
C C
C C
C
C C
C C
C
C C
C C
C
C
C
C
1'-0
1'-0
674 (E)S SANCTUARY
EXISTING)PORTABLES
EXISTING)STUDENT CENTER EXISTING)
JR. /
SR.
HIGH
SCHOOL
EXISTING)
PRE-
SCHOOL/DAY CARE
EXISTING)
JR. /
SR.
HIGH SCHOOL EXISTING)
4'-0
20'-
0
24'-
0
20'-0
20'-
0 24'-
0
1
7 0
14'-5 30'-
0"100'-0"PARCEL 3
APN: 941-22-
6 PARCEL 1
APN: 941-22-4
29 ST
ALLS 31 ST ALLS 29
ST
ALLS
22 COMP A CT ST
ALLS 10 15
EXISTING
MONUMENT
SIGN
TO
REMAIN)
19
14a
11
1
LOT
B
A
D2.
1
22
H
D2.
0
TRAFFIC
VISIBILITY
TRIANGLE,
SEE
PLANTING
PLAN
L4.
0,
PLANTING
TO
BE
MAINTAINED
AT
30"
MAXIMUM
HEIGHT,
TYP.
AND
NO
ARCHITECTURAL FEATURES TO
BE OVER 30"
HEIGHT
2
12" STEP-
OUT CURB
AT
LANDSCAPE
AREAS,
TYP.3
333
12 23 23
23 23
3 7 13
14 5 6
16
4 7a
7b 8a
8b
16
16 16
8 5
5 5
5 225 25 25 25
24 24
25
12
02/
03/
2017
02/
03/2017 PH MB Site Plan l2.1 PH MB A LIGHTING
LEGEND DTL REFDESCRIPTION/LOCATIONSYM DOWNLIGHT - 21' HT./PARKING AREAS DOWNLIGHT - 14'
HT./PEDESTRIAN & PLAZA AREAS UPLIGHT/IN PLAZA UNDERWATER LIGHT/
FOUNTAIN
STEPLIGHT/
STAIRS & RAMPS
STRING LIGHTS/
LOUNGE / PATIO SPORTSFIELD
LIGHTING - 60-70' HT./PLAYING FIELDS A
B
C
D E F
NOTE: ALLPERMANENT
LIGHT
FIXTURES SHALL BE EQUIPPED
WITH CUT-OFF LENSES,DIRECTED DOWNWARD, AND LIMITED
IN
HEIGHT TO THE MAXIMUM NECESSARY FOR
ADEQUATE ILLUMINATION AND TO MINIMIZE EXCESS LIGHT AND GLARE.1 DESCRIPTIONSYM
MATERIAL LEGEND ASPHALT DRIVEWAY ACCESSIBLE CONCRETE RAMP FIRE ACCESS
LANES (SEE
SHEET L3.0)2 3 8' DECORATIVE
FENCE SPEED TABLE CROSSWALK4 5 DROP-
OFF /
LOADING AREAS MIN. 465 FEET
PROVIDED, SEE PLAN
FOR DIMENSIONS)6 TYPICAL
PARKING STRIPING/ PARKING SPACE DIMENSIONS 7 8-
LANE 400M TRACK
OVAL
W/ MULTI-USE ATHLETIC FIELD 8
MULTI-USE SYNTHETIC TURF FIELD (FOOTBALL/SOCCER/LACROSSE)9 SCOREBOARD
10 SPORTS FIELD LIGHTING - 60-70' HT.
11 CONCESSION STAND, RESTROOMS & TICKET BOOTH
12
13 OUTDOOR
AMPHITHEATER
WITH STAGE 14 CAMPUS PLAZA 15
WATER FEATURE / FOUNTAIN 8-
ROW
BLEACHERS
WITH
1100 SEATING CAPACITY 16 BIORETENTION
AREA 18 NEW
TRASH ENCLOSURE (10'
X 18')TO COMPLY
W/ CHAPTER 7.98
OF
DUBLIN
MUNICIPAL
CODE
LANDSCAPED
AREAS,
SEE
LANDSCAPE
PLAN
L4.
0 SDR PROJECT BOUNDARY (
LIMIT OF WORK)
A E/F B
7a
DISCUS
THROW AREA WITH CAGE 7b SHOTPUT THROW
AREA
7c
7d
7e
TRIPLE
JUMP / LONG JUMP PIT POLE VAULT PAD HIGH
JUMP PIT 8a FOOTBALL
GOAL
POSTS
8b
PORTABLE
SOCCER
GOALS
N L K I A M J
A O
P
ALL WEATHER TRACK SURFACING
COLORED
CONCRETE
WALK DECORATIVE PAVERS
WITH
BORDER 19 20 6' CHAIN LINK
FENCE AT TRACK EDGE
D
B D H
F
14a CROSS (APPROVED IN
CONJUNCTION WITH THE WORSHIP AND PERFORMING
ARTS
CENTER)G
D D
M N
G ACCESSIBLE
DRINKING
FOUNTAIN (
TYP OF 3)L BIKE RACKS
K ADA PARKING STALL
STRIPING
E H 21
BIKE
LOCKER I 22 PUBLIC
ADDRESS
SYSTEM (
MOUNTED TO SPORTS FIELD LIGHT
POLES)J ACCESSIBLE CURB CUT B
8.02 ACRES
CONSERVATION EASEMENT
PART OF PARCEL 3:
APN: 941-22-6
PARCEL 1
APN: 941-22-4
33.3 ACRES
PUBLIC/SEMI-PUBLIC
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
S.'S
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
C.B.
C.
M.H.
F.H.
IN
SPIR
A
TIO
N
D
RIV
E
FS 695
FS 694.5
FS 685
699
706
PA
699
706
701.5
695
708
708
706
705
705 +705
696
695
PARCEL 1
APN: 941-22-4
PARCEL 3
APN: 941-22-6
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
SANCTUARY
EXISTING)
PORTABLES
EXISTING)
STUDENT CENTER
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
PORTABLES
EXISTING)
PRE-SCHOOL/
DAY CARE
EXISTING)
ELEMENTARY
SCHOOL
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
S.'S
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
C.B.
C.
M.H.
F.H.
02/03/2017
02/03/2017
PH
MB
NORTH
0 20 40 80 120'
Wall and
Fence Exhibit
PH
MB
DESCRIPTIONSYM
WALL AND FENCE EXHIBIT LEGEND
8' DECORATIVE FENCE
9-11' RETAINING WALL WITH GUARDRAIL FENCE
SDR PROJECT BOUNDARY (LIMIT OF WORK)
F
B
6' CHAIN LINK FENCE AT TRACK EDGE
D
4' RETAINING WALL AT BLEACHERS
A
42" GUARDRAIL FENCE ON RETAININGWALLX
C
PARCEL BOUNDARY
4' RETAINING WALL AT TRACK EDGE
l2.2
I
1.5' PLANTER WALL AT STADIUM ENTRANCE
1.5' - 3' SEATWALL
STAIR/RAMP CHEEKWALL
C
J
B
AMPHITHEATER RETAINING WALL
G
FOUNTAIN WALLS
M|||||||||
MATCHLINE - REFER TO SHEET L2.3
8.02 ACRES
CONSERVATION EASEMENT
PART OF PARCEL 3:
APN: 941-22-6
PARCEL 1
APN: 941-22-4
33.3 ACRES
PUBLIC/SEMI-PUBLIC
D.I.
F.H.
P.
S.
S..
PIPE
D.I.
M.H.
D.I.
F.H.
M.H.
D.I.
D.I.
D.I.
S.
S.
M.H.
D.I.
S.
699.1
703.2
704.6
702.6
704.3
704.3
702.8
702.6
704.5
703.9
706.5
703.5
706.1 704.9
705.0
705.0
664.2
661.1
665.0
665.2
667.2
667.3 668.6
668.8
707.0
663.6
636.1
635.2
635.2
635.2
635.3
636.6
636.4
669.3
668.4
666.3
663.0
637.7
645.9
657.7
646.5
645.1637.2
640.6
PIPE
656.8
656.5
663.2
661.8
651.4 649.8
650.9
648.1
649.4
662.9
S.704.3703.9
S.'S
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
708.6
689.5
677.0
677.2
666.4
669.0
672.9
675.3
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
706.2
688.9
689.1
690.4
690.2
692.7
C.B.
C.
M.H.
F.H.
699
706
PA
706
705
705 +705
696
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
674 (
E)
SANCTUARY
EXISTING)
PORTABLES EXISTING)
STUDENT
CENTER EXISTING)
JR. / SR.
HIGH
SCHOOL EXISTING)
PRE-SCHOOL/
DAY
CARE EXISTING)
JR. / SR.
HIGH
SCHOOL EXISTING)
PARCEL 3 APN: 941-
22-6
PARCEL 1 APN: 941-
22-4
D.I.
F.
H.
P.
S.
S..PIPE
D.I.
M.H.
D.I.
F.H.
M.H.
D.I.
D.I.
D.
I.
S.S.
M.H.
D.
I.S.
699.1
703.2
704.6
702.6
704.3
704.3
702.8
702.6
704.5
703.9
706.5
703.5 706.1
704.9
705.0
705.0
664.2
661.1
665.0
665.2
667.2 667.3
668.6
668.8
707.0
663.6
636.1
635.2
635.2
635.2
635.3
636.6
636.4
669.3
668.4
666.3
663.0
637.7
645.9
657.7
646.5645.
1637.2
640.
6 PIPE
656.8
656.5
663.2
661.8 651.4
649.8
650.9
648.1
649.4
662.9S.704.
3703.9
S.'S
D.I.
D.I.
D.
I.
S.S.
D.I.
D.I.
M.H.
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
708.6
689.5
677.0
677.2
666.4
669.0
672.9
675.3
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
706.2
688.9
689.1
690.4
690.2
692.7
C.
B.C.
M.H.
F.
H.NORTH 0 20 40
80 120'02/
03/2017 02/
03/
2017
PH MB
Wall and
Fence Exhibit
l2.
3
PH
MB DESCRIPTIONSYM WALL AND FENCE
EXHIBIT LEGEND 8'
DECORATIVE FENCE 9-11' RETAINING WALL WITH
GUARDRAIL FENCE SDR PROJECT BOUNDARY (LIMIT
OF
WORK)
F B 6' CHAIN LINK FENCE AT
TRACK
EDGE D 4' RETAINING WALL
AT
BLEACHERS A 42" GUARDRAIL FENCEON
RETAINING
WALLX C
PARCEL BOUNDARY 4' RETAINING WALL AT
TRACK
EDGE I 1.5' PLANTER WALL AT
STADIUM ENTRANCE 1.5' -
3' SEATWALL STAIR/
RAMP
CHEEKWALL
C
J B AMPHITHEATER
RETAINING
WALL G
FOUNTAIN
WALLS M|||||||||MATCHLINE - REFER TO SHEET
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
S.'S
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
C.B.
C.
M.H.
F.H.
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
S.'S
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
C.B.
C.
M.H.
F.H.
IN
SPIR
A
TIO
N
D
RIV
E
FS 695
FS 694.5
FS 685
699
706
PA
699
706
701.5
695
708
708
706
705
705 +705
696
695
PARCEL 1
APN: 941-22-4
PARCEL 3
APN: 941-22-6
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
SANCTUARY
EXISTING)
PORTABLES
EXISTING)
STUDENT CENTER
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
PORTABLES
EXISTING)
PRE-SCHOOL/
DAY CARE
EXISTING)
ELEMENTARY
SCHOOL
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
1
7
2
3
3
3
3
3
5
5
5
5
6
6
84
4
4
4
4
4
4
10'
1
0
1
0
10'
9
9
9
9
9
9
9
8
8
8
1
8
5L
F
1
7
7L
F 46 LF65 LF
77 LF
78 LF
39 LF
234 LF
59 LF
19
LF91
L F
75
LF
34
L
F43LF58
LF49
L
F94LF99
LF119
LF12
L
F
11L
F
1
4
L
F
5
9
11
12 10
18 1
1
11'
73
LF 38
LF 14
15
13 100 LF 120 LF
NORTH
0
20 40 80
120'PH MB
02/
03/
2017 02/
03/2017
PH
MB
l2.
4
STRIPING AND SIGNAGE PLAN
9 DESCRIPTIONSYM STRIPING AND
SIGNAGE LEGEND PASSENGER LOADING ZONE STRIPING ACCESSIBLE
PARKING SIGN PER
DETAIL THIS SHEET TABLED CROSSWALK STRIPING ADA PARKING STALL
STALL STRIPING
PER DETAIL
THIS SHEET INTERNATIONAL SYMBOL
OF ACCESSIBILITY
PAINTED WHITE ON BLUE
BACKGROUND EQUAL
TO COLOR 15090 IN FEDERAL
STANDARDS 595A. PER
CCR SECT.522 AND UFAS/
ADAAG SECT. 4.
30. ONE PER
HANDICAP STALL AS DESIGNATED
ON PLANS.
4" BLUE STRIPE,
TYP.ADJACENT
SURFACE,REFER TO
PLANS.9' STANDARD,
12' FOR VAN 5' STRIPED
AISLE
ADA PARKING STALL STRIPING
NTS 36"NO
PARKING" SHALL
BE WHITE
IN COLOR.
F ACCESSIBLE PARKING SIGN
WHEEL STOP ACCESSIBLE PARKING
SIGN NTS
12" X 18"
SIGN R99
CA)WHITE LETTERS
WITH BLUE BACKGROUND R7-
8B PLACARD)2"
DIA. GALVANIZED PIPE
VAN ACCESSIBLE
PARKING SIGN
ON POST FINISH
SURFACE,EXISTING ASPHALT
SIGN POST FOOTING,
CAST-
IN-
PLACE
2"
POST
CAP
1 2 3
4 5 6 FLAT
CROSSWALK STRIPING COMPACT PARKING STALL MARKING
PASSENGER
LOADING ZONE SIGN (R25-C)7
FIRE HYDRANT MARKING (W11-
2)8
9 PEDESTRIAN CROSSING
SIGN RED
CURB
SDR
PROJECT
BOUNDARY
PARCEL
BOUNDARY
H
F C
H E D E WHITE CURB 10 STOP SIGN WITH 12" STOP BAR, SIGN
R1-1 PER DETAIL THIS
SHEET 11 DETAIL 21, 120
LF
12 DETAIL 11, 100 LF NOTE:1.TRAFFIC SIGNS AND STRIPING SHALL
BE INSTALLED
PER CALTRANS AND CURRENT MUTCD STANDARDS
2.ALL STRIPING SHALL BE THERMOPLASTIC 13 "STOP"
PAVEMENT LETTERING PER FIGURE 6-
36 14 TYPE III (L)
ARROW 15 TYPE III (
R) ARROW STOP SIGN (R1-1)
D.I.
F.H.
P.
S.
S..
PIPE
D.I.
M.H.
D.I.
F.H.
M.H.
D.I.
D.I.
D.I.
S.
S.
M.H.
D.I.
S.
699.1
703.2
704.6
702.6
704.3
704.3
702.8
702.6
704.5
703.9
706.5
703.5
706.1 704.9
705.0
705.0
664.2
661.1
665.0
665.2
667.2
667.3 668.6
668.8
707.0
663.6
636.1
635.2
635.2
635.2
635.3
636.6
636.4
669.3
668.4
666.3
663.0
637.7
645.9
657.7
646.5
645.1637.2
640.6
PIPE
656.8
656.5
663.2
661.8
651.4 649.8
650.9
648.1
649.4
662.9
S.704.3703.9
S.'S
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
708.6
689.5
677.0
677.2
666.4
669.0
672.9
675.3
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
706.2
688.9
689.1
690.4
690.2
692.7
C.B.
C.
M.H.
F.H.
D.I.
F.H.
P.
S.
S..
PIPE
D.I.
M.H.
D.I.
F.H.
M.H.
D.I.
D.I.
D.I.
S.
S.
M.H.
D.I.
S.
699.1
703.2
704.6
702.6
704.3
704.3
702.8
702.6
704.5
703.9
706.5
703.5
706.1 704.9
705.0
705.0
664.2
661.1
665.0
665.2
667.2
667.3 668.6
668.8
707.0
663.6
636.1
635.2
635.2
635.2
635.3
636.6
636.4
669.3
668.4
666.3
663.0
637.7
645.9
657.7
646.5
645.1637.2
640.6
PIPE
656.8
656.5
663.2
661.8
651.4 649.8
650.9
648.1
649.4
662.9
S.704.3703.9
S.'S
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
708.6
689.5
677.0
677.2
666.4
669.0
672.9
675.3
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
706.2
688.9
689.1
690.4
690.2
692.7
C.B.
C.
M.H.
F.H.
TW 695
BW 691
699
706
PA
706
705
705 +705
696
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
TW 708
BW 705
674 (
E)
SANCTUARY
EXISTING)
PORTABLES EXISTING)
STUDENT
CENTER EXISTING)
JR. / SR.
HIGH
SCHOOL EXISTING)
PRE-SCHOOL/
DAY
CARE EXISTING)
JR. / SR.
HIGH
SCHOOL EXISTING)
PARCEL 3 APN: 941-
22-6
PARCEL 1 APN: 941-
22-
4
1
7
2
3
3
5
5
5
5
6
84
4
4
4
10'
1
0
9
9
9
9
8
8
1
85
L
F
1
77
L F 46 LF65
LF 77
LF 78
LF 39
LF 234
LF 59
LF19LF
91 L
F
75
LF3
4
L
F43LF58
LF1
2L
F
11
LF
1
4
L
F
5
5
9
97
11
12 1018
1 1
11'73
LF 38
LF
147
LF68
LF
6
0
L F
54 LF12
LF14
15 13 100 LF 120
LF NORTH 0
20 40 80
120'
02/
03/2017
02/
03/
2017 PH
MB
STRIPING
AND
SIGNAGE PLAN l2.5
PH MB DESCRIPTIONSYM STRIPING
AND SIGNAGE LEGEND PASSENGER LOADING ZONE STRIPING
ACCESSIBLE PARKING SIGN
PER DETAIL THIS SHEET TABLED CROSSWALK STRIPING ADA PARKING
STALL STALL
STRIPING PER
DETAIL THIS SHEET INTERNATIONAL
SYMBOL OF
ACCESSIBILITY PAINTED WHITE ON
BLUE BACKGROUND
EQUAL TO COLOR 15090 IN
FEDERAL STANDARDS 595A.
PER CCR SECT.522 AND
UFAS/ ADAAG SECT.
4.30. ONE
PER HANDICAP STALL AS
DESIGNATED ON
PLANS.4" BLUE
STRIPE, TYP.
ADJACENT SURFACE,REFER
TO PLANS.9'
STANDARD,12' FOR VAN 5'
STRIPED
AISLE ADA PARKING STALL
STRIPING NTS 36"
NO PARKING"
SHALL BE
WHITE IN
COLOR.F ACCESSIBLE PARKING
SIGN WHEEL STOP ACCESSIBLE
PARKING SIGN
NTS 12" X
18" SIGN
R99 CA)WHITE
LETTERS WITH BLUE BACKGROUND
R7-8B PLACARD)
2" DIA. GALVANIZED
PIPE VAN
ACCESSIBLE PARKING
SIGN ON POST
FINISH SURFACE,EXISTING
ASPHALT SIGN POST
FOOTING,
CAST-
IN-
PLACE
2"
POST
CAP 1 2
3 4 5 6
FLAT CROSSWALK STRIPING COMPACT PARKING STALL
MARKING
PASSENGER LOADING ZONE SIGN (R25-C)
7 FIRE HYDRANT MARKING (
W11-2)
8 9 PEDESTRIAN
CROSSING SIGN
RED
CURB
SDR
PROJECT
BOUNDARY
PARCEL
BOUNDARY
H F
C H E D E WHITE CURB 10 STOP SIGN WITH 12" STOP BAR,
SIGN R1-1 PER DETAIL
THIS SHEET 11 DETAIL 21,
120
LF 12 DETAIL 11, 100 LF NOTE:1.TRAFFIC SIGNS AND STRIPING
SHALL BE
INSTALLED PER CALTRANS AND CURRENT MUTCD
STANDARDS 2.ALL STRIPING SHALL BE THERMOPLASTIC 13 "
STOP" PAVEMENT LETTERING PER FIGURE
6-36 14 TYPE III (
L) ARROW 15 TYPE
III (R) ARROW STOP SIGN (R1-
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
S.'S
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
C.B.
C.
M.H.
F.H.
IN
SPIR
A
TIO
N
D
RIV
E
FS 695
FS 694.5
FS 685
699
706
PA
699
706
701.5
695
708
708
706
705
705 +705
696
695
PARCEL 1
APN: 941-22-4
PARCEL 3
APN: 941-22-6
2
3
S
T
A
LLS
2
5
C
O
M
P
A
C
T
S
T
A
LLS48
LF50LF132LF1
6
0
LF
4
0
LF
2
3
S
T
A
LLS
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
SANCTUARY
EXISTING)
PORTABLES
EXISTING)
STUDENT CENTER
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
PORTABLES
EXISTING)
PRE-SCHOOL/
DAY CARE
EXISTING)
ELEMENTARY
SCHOOL
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
S.'S
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
C.B.
C.
M.H.
F.H.
ACCESS TO
FIELD LEVEL
ADA SEATING AT TOP
OF BLEACHERS
AMPHITHEATER
450 CAPACITY)
PLAZA
20'-0"
20'-
0"
R42'-
0"
R
4
2
0
20'-
0"
20'-
0"
R150'-
0"
FH3
1
1V
1A
FOUNTAIN
2
2
2 2 3 2
119'-0"1
1 9 0 2
3 ACCESSIBLE MEN'
S AND WOMEN'
S RESTROOM
ACCESSIBLE MEN'S
AND WOMEN'
S
RESTROOM
SHORT-
TERM
BIKE
PARKING (4)LONG-TERM BIKE
PARKING, (4)
R150'-0"
FH2
R150'-
0"
NEW
BLEACHERS 1,100
CAPACITY)6'-6"
6'-6"5'-
0"9'-0"
8'-0 8'-
0 EXISTING LOT
B TOTAL
SPACES: 231 ADA STALLS
ALLOCATED TO LOT A
NEW LOT
A
TOTAL
SPACES:
71
ACCESSIBLE PARKING:
2
VAN,
8 ACCESSIBLE
E)
DROP-
OFF ZONE
AT
ELEMENTARY
SCHOOL
1V 1A NEW DROP-OFF
ZONE
NEW
DROP-OFF ZONE
NEW DROP-OFF
ZONE 3 R35'-
0"R28'NORTH 0 20 40 80 120'PH MB 10/14/2015 10/14/
2015 SDR PROJECT BOUNDARY 1. ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A
BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/4" BEVELED AT 1:
2 MAX. SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/2" MAX. AND
A LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS
SLOPE
DOES NOT
EXCEED 2%
AND SLOPE IN THE DIRECTION OF TRAVEL
IS LESS THAN 5% UNLESS OTHERWISE INDICATED.KEYNOTES ACCESSIBILITY/CIRCULATION
PLAN NOTES FH#EXISTING FIRE
HYDRANT AND IDENTIFICATION NUMBER 20'
EMERGENCY VEHICULAR ACCESS (28' MIN. RADIUS, 13'-6" MIN.OVERHEAD
CLEARANCE, 10% MAX. SLOPE)1 PROPOSED RESTROOM/CONCESSIONS
BUILDING MAX CAPACITY OF FOOTBALL FIELD / TRACK
AREA: 1,500 PERSONS MAX CAPACITY OF NEW
BLEACHERS: 1,100 PERSONS TOTAL CAPACITY OF STADIUM:2,600 PERSONS REQUIRED AREA FOR EACH
PERSON:5 SQ FT REQUIRED AREA FOR SAFE
DISPERSAL: 2,
600 PERSONS X 5
SQFT = 13,000 SQ FT SAFE DISPERSAL AREA PROVIDED:
14,161
SQ FT EXITING CALCULATIONS FOOTBALL
FIELD / TRACK AREA:PROPOSED
OCCUPANCY USE - ASSEMBLY WITHOUT FIXED SEATS @ 7 SF/OCCUPANT MAX OCCUPANCY = 1,
500 PERSONS EXIT
WIDTH CALCULATION REQUIRED:1,500 OCCUPANTS X .2 (GRADED
PATH) = 300" OR 25'-
0" OF GATE EXIT WIDTH PROVIDED:7) 4'-
0" GATES = 28'-0" OF GATE PROVIDED
SAFE DISPERSAL
AREA CALCULATION V NUMBER
OF PROPOSED
VAN ACCESSIBLE PARKING STALLS
A NUMBER OF PROPOSED
ACCESSIBLE PARKING STALLS SYM DESCRIPTION ACCESSIBLEPATH
OF TRAVEL
PEDESTRIAN CIRCULATION 2 PROPOSED ACCESSIBLE GATE 3 PROPOSED DRINKING
FOUNTAIN PROPOSED (
RELOCATED) FIRE HYDRANT AND
IDENTIFICATION NUMBERFH#AMPHITHEATER AREA:
PROPOSED OCCUPANCY USE - ASSEMBLY WITHOUT FIXED SEATS @ 7 SF/OCCUPANT MAX OCCUPANCY =
450 PERSONS EXIT WIDTH CALCULATION REQUIRED:450 OCCUPANTS X .3 (STAIRS) = 105" OR
8'-9" OF
EXIT STAIR WIDTH 450 OCCUPANTS X .2 (GRADED PATH) = 90" OR 7'-6" OF
EXIT WIDTH EXIT WIDTH PROVIDED:2) 6'-
6" STAIRS & (
1) 5'
RAMP & (
1) 9'
WALK =
27'-0"
WIDTH
PROVIDEDFOOTBALL FIELD&
TRACKAMPHITHEATER(
PER 2013
CALIFORNIA BUILDING CODE,
SECTION 1028)PARCEL
BOUNDARY
A1.
0 A
D1.2
L D1.
1
E
D1.
1 E
D1.1
02/03/
2017
02/
03/
2017
PH
MB
l3.
0
Fire Access &
Circulation Plan NON-ACCESSIBLE STALLS ACCESSIBLE STALLS STANDARD "
A"/VAN "
V")TOTAL ACCESSIBLE STALLS REQUIRED ACCESSIBLE STALLS*TOTAL
STALLS
LOT A
PROPOSED)61
8A
2V 10
7A 2V 71 LOT B REVISED)231 SPACES
ALLOCATED TO
LOT A 0 SPACES ALLOCATED TO LOT A
231 LOT
C EXISTING)72 1A 0V 1 2A 1V
73 LOT
D EXISTING)17 2A 0V 2 0A 1V
19
LOT E
EXISTING)4
2A
0V 2 0A 1V 6 LOT F
FUTURE)111 SPACES ALLOCATED TO LOT A 0 SPACES ALLOCATED
TO LOT
A 111
TOTAL PARKING
PROVIDED (
MIN. REQUIRED:
506)511
NUMBER
OF REQUIRED
ACCESSIBLE
STALLS
PER CBC
11B-
208.
2 PARKING
INFORMATION CLEAN AIR /VANPOOL / EV
STALLS¹ELEC. VEHICLE EV) CHARGING STALLS²*SHORT- TERM BICYCLE
PARKING³LONG-TERM BICYCLE PARKING³LOT A PROPOSED)6 4 4 4 LOT F (FUTURE)11 7 N/A N/A REQUIRED
STALLS PER CAGBS 5.106.5.2, ²PER CAGBS 5.106.5.
3.3, ³PER
CAGBS 5.
106.4.1-2 MAX 2%
CROSS
SLOPE
OF
EV
D.I.
F.H.
P.
S.
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D.I.
M.H.
D.I.
F.H.
M.H.
D.I.
D.I.
D.I.
S.
S.
M.H.
D.I.
S.
699.1
703.2
704.6
702.6
704.3
704.3
702.8
702.6
704.5
703.9
706.5
703.5
706.1 704.9
705.0
705.0
664.2
661.1
665.0
665.2
667.2
667.3 668.6
668.8
707.0
663.6
636.1
635.2
635.2
635.2
635.3
636.6
636.4
669.3
668.4
666.3
663.0
637.7
645.9
657.7
646.5
645.1637.2
640.6
PIPE
656.8
656.5
663.2
661.8
651.4 649.8
650.9
648.1
649.4
662.9
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S.'S
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
708.6
689.5
677.0
677.2
666.4
669.0
672.9
675.3
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
706.2
688.9
689.1
690.4
690.2
692.7
C.B.
C.
M.H.
F.H.
699
706
PA
706
705
705 +705
696
23
S
T
A
LLS
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C
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M
P
A
C
T
S
T
A
LLS48
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1
6
0
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23
S
T
A
LLS
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
674 (
E)
SANCTUARY
EXISTING)
PORTABLES EXISTING)
STUDENT
CENTER EXISTING)
JR. / SR.
HIGH
SCHOOL EXISTING)
PRE-SCHOOL/
DAY
CARE EXISTING)
JR. / SR.
HIGH
SCHOOL EXISTING)
PARCEL 3 APN: 941-
22-6
PARCEL 1 APN: 941-
22-
4
29
ST
ALLS
31
ST ALLS 29
ST
ALLS 22
COMP A
CT
ST
ALLS
D.
I.F.
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4 669.
3 668.
4 666.
3 663.
0 637.
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657.7
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5 645.
1637.2
640.6
PIPE 656.
8 656.5 663.
2 661.
8 651.
4 649.
8 650.
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5 708.
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7 705.
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4
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692.7
C.B.
C.M.
H.
F.H.
ACCESS
TO FIELD
LEVEL
AMPHITHEATER
450
CAPACITY)
PLAZA
20'-
0"
20'-
0"
R42'-
0"
R
4
2
0
20'-
0"
20'-0"1V1AFOUNTAIN
2 2
2 2
3
R150'-
0"
FH2
R150'-0"NEW
BLEACHERS 1,100
CAPACITY)6'-6"
6'-6"5'-
0"9'-0"
8'-0 8'-
0 EXISTING
LOT B TOTAL SPACES:
231
ADA
STALLS
ALLOCATED TO
LOT
A
NEW LOT
A
TOTAL SPACES: 71
ACCESSIBLE PARKING:2
VAN, 8 ACCESSIBLE
1V 1A NEW
DROP-OFF ZONE
NEW DROP-OFF
ZONE
R35'-
0"
R28'NEW LOT F TOTAL
SPACES: 111
ADA STALL
ALLOCATED
TO
LOT A 02/
03/2017 02/
03/2017 PH
MB NORTH 0 20 40 80 120'Fire Access &Circulation Plan PH MB 10/14/
2015 10/14/2015 SDR PROJECT BOUNDARY 1. ACCESSIBLE PATH OF TRAVEL AS INDICATED ON
PLAN IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/4"
BEVELED AT 1:2 MAX. SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/
2" MAX. AND A LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM,
AND
SMOOTH. CROSS
SLOPE DOES
NOT EXCEED 2% AND SLOPE IN THE
DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED.
KEYNOTES ACCESSIBILITY/CIRCULATION PLAN NOTES
FH#EXISTING FIRE HYDRANT AND
IDENTIFICATION NUMBER 20' EMERGENCY VEHICULAR ACCESS (28' MIN. RADIUS, 13'-
6" MIN.OVERHEAD CLEARANCE, 10% MAX. SLOPE)1
PROPOSED RESTROOM/CONCESSIONS BUILDING MAX CAPACITY OF
FOOTBALL FIELD / TRACK AREA: 1,500 PERSONS MAX
CAPACITY OF NEW BLEACHERS: 1,100 PERSONS TOTAL CAPACITY OF STADIUM:2,600 PERSONS REQUIRED
AREA FOR EACH PERSON:5 SQ FT REQUIRED
AREA FOR
SAFE DISPERSAL: 2,600
PERSONS X 5 SQFT = 13,000 SQ FT SAFE
DISPERSAL AREA
PROVIDED:14,161 SQ FT
EXITING CALCULATIONS FOOTBALL FIELD /
TRACK AREA:PROPOSED OCCUPANCY USE - ASSEMBLY WITHOUT FIXED SEATS @ 7 SF/OCCUPANT
MAX OCCUPANCY = 1,
500 PERSONS EXIT WIDTH CALCULATION REQUIRED:1,500 OCCUPANTS
X .2 (GRADED PATH) =
300" OR 25'-0" OF GATE EXIT WIDTH
PROVIDED:7) 4'-0" GATES = 28'-0"
OF GATE
PROVIDED SAFE DISPERSAL AREA
CALCULATION V
NUMBER OF PROPOSED VAN
ACCESSIBLE PARKING STALLS A
NUMBER OF PROPOSED ACCESSIBLE PARKING STALLSSYM
DESCRIPTION ACCESSIBLE
PATH OF TRAVEL PEDESTRIAN CIRCULATION 2 PROPOSED ACCESSIBLE GATE
3 PROPOSED
DRINKING FOUNTAIN PROPOSED (RELOCATED)
FIRE HYDRANT AND IDENTIFICATION
NUMBERFH#AMPHITHEATER AREA:PROPOSED OCCUPANCY USE - ASSEMBLY WITHOUT FIXED SEATS @ 7 SF/
OCCUPANT MAX OCCUPANCY = 450 PERSONS EXIT WIDTH CALCULATION REQUIRED:450 OCCUPANTS X .3 (
STAIRS) = 105" OR
8'-9" OF EXIT STAIR WIDTH 450 OCCUPANTS X .2 (GRADED PATH) = 90" OR
7'-6" OF EXIT WIDTH EXIT WIDTH
PROVIDED:2)
6'-6"
STAIRS & (
1) 5'
RAMP & (
1) 9'
WALK =
27'-0"
WIDTH
PROVIDEDFOOTBALL FIELD&
TRACKAMPHITHEATER(
PER
2013
CALIFORNIA BUILDING
CODE, SECTION
1028)PARCEL
BOUNDARY
A1.
0
A
D1.
2
L
D1.
1 E
D1.1 E D1.1 NON-ACCESSIBLE STALLS
ACCESSIBLE STALLS
STANDARD "A"/VAN "V")TOTAL ACCESSIBLE STALLS REQUIRED
ACCESSIBLE
STALLS*TOTAL
STALLS LOT
A
PROPOSED)61
8A 2V 10 7A 2V 71 LOT B
REVISED)231
SPACES ALLOCATED TO LOT A 0 SPACES ALLOCATED
TO LOT
A 231 LOT C EXISTING)72 1A 0V
1 2A
1V 73 LOT D EXISTING)17 2A 0V
2
0A 1V
19 LOT
E
EXISTING)4 2A 0V 2 0A 1V
6 LOT F FUTURE)111 SPACES ALLOCATED TO LOT A
0 SPACES
ALLOCATED TO
LOT A
111
TOTAL PARKING
PROVIDED (MIN.
REQUIRED:
506)511
NUMBER
OF
REQUIRED ACCESSIBLE
STALLS
PER
CBC 11B-
208.2 PARKING INFORMATION CLEAN
AIR /VANPOOL / EV STALLS¹ELEC. VEHICLE EV) CHARGING STALLS²*
SHORT- TERM BICYCLE PARKING³LONG-TERM BICYCLE PARKING³LOT A PROPOSED)6 4 4 4 LOT F (FUTURE)11 7 N/A
N/A REQUIRED STALLS PER CAGBS 5.106.5.2, ²PER CAGBS
5.106.5.
3.3, ³
PER CAGBS 5.106.4.1-
2 MAX
IN
SPIR
A
TIO
N
D
RIV
E
PARCEL 1
APN: 941-22-4
PARCEL 3
APN: 941-22-6
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
SANCTUARY
EXISTING)
PORTABLES
EXISTING)
STUDENT CENTER
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
PORTABLES
EXISTING)
PRE-SCHOOL/
DAY CARE
EXISTING)
ELEMENTARY
SCHOOL
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
VIE
W
C
O
RRID
O
R
T
O
HILLS
A
N
D
V
ALLEY
T1
T1
T1 T1
T1
T1
T1
T1
T-5
SHRUB SCREENING AT
RETAINING WALL
SHRUB/VINE SCREENING
AT RETAINING WALL
SHRUB SCREENING AT
NEW TRASH ENCLOSURE &
RETAINING WALL
SHRUB SCREENING
AT FENCE
EXISTING TREES
TO REMAIN, TYP.
T-7
T-7
T-7
T-7
T-9
T-9
T-9
T-9
T-9
T-9T-9
T-9
T-9
T-9
T-9 T-9
T-9
T-9
T-9
T-9 T-9
T-9
T-9T-9
T-9T-9T-9
T-9
T-9T-9
T-9
T-9T-9T-9T-9
T-9 T-9 T-9 T-9 T-9 T-9
T-9
T-9
T-9
T-9
T-9
T-9 T-9
T-9
T-9
T-9
T-9
T-9
T-9
T-9
T-7
T-7
T-7
CORNER VISION TRIANGLE,
MATURE PLANT HEIGHT NOT
TO EXCEED 30"
30'-0"
100'-0"TREE
BUFFER
AT SPORTSFIELD
LIGHTING POLES TREE
BUFFER
AT SPORTSFIELD
LIGHTING POLES
EXISTING TREES TO
REMAIN,
TYP.NORTH 0 20 40
80 120'02/
03/2017 02/
03/
2017
PH MB
Landscape Plan
l4.
0
PH MB T3 8 36" BOX FRAXINUS
OXYCARPA 'RAYWOOD'RAYWOOD
ASH MEDIUM TREE
PLANTING LIST SYM QTY SIZE BOTANICAL/
COMMON NAME T1 8 24" BOX
ACER PALMATUM JAPANESE
MAPLE MEDIUM T2 18 36" BOX
ARBUTUS MARINA MARINA STRAWBERRY
TREE LOW T4 6 24" BOX LAGERSTROEMIA
INDICA 'DYNAMITE'DYNAMITE CRAPE MYRTLE (
MULTI)LOW T5 10 36" BOX
METROSIDEROS EXCELSA NEW ZEALAND CHRISTMAS
TREE LOW T6 27 36" BOX OLEA EUROPAEA '
SWAN HILL'SWAN HILL OLIVE (FRUITLESS)
VERY LOW T8 3 36" BOX
QUERCUS AGRIFOLIA COAST LIVE OAK
VERY LOW T7 26 36" BOX
ULMUS PARVIFOLIA CHINESE EVERGREEN
ELM LOW T9 51 36" BOX WASHINGTONIA ROBUSTA (ALT. W.
FILIFERA)LOW BM 18 5-GAL
BUXUS MICROPHYLLA LITTLELEAF
BOXWOOD MEDIUM SHRUB
PLANTING LIST SYM QTY SIZE BOTANICAL/
COMMON NAME AD 42 5-GAL HOWARD MCMINN
MANZANITA LOW AU -1-GAL ARCTOSTAPHYLOS UVA URSI '
POINT REYES'POINT REYES
MANZANITA LOW CG -1-GAL
CAREX GLAUCA BLUE
SEDGE MEDIUM CxP 10 5-GAL CISTUS
X PURPUREA ORCHID ROCK
ROSE LOW MR 88 5-GAL
MUHLENBERGIA RIGENS DEER
GRASS LOW EC -SEED
ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY
VERY LOW FC -SEED
FESTUCA CALIFORNICA CALIFORNIA
FESCUE LOW IS -1-GAL
IBERIS SEMPERVIRENS EVERGREEN CANDY
TUFT MEDIUM JP -1-GAL JUNCUS PATENS 'ELK'
S BLUE'ELKS BLUE
RUSH LOW LA -1-GAL LAVANDULA
ANGUSTIFOLIA 'MUNSTEAD'MUNSTEAD ENGLISH
LAVENDER LOW LJ 54 5-GAL LIGUSTRUM
JAPONICUM ' TEXANUM'WAXLEAF
PRIVET MEDIUM LP -1-GAL
LIMONIUM PEREZII SEA
LAVENDER LOW LC 18 5-GAL LOROPETALUM
CHINENSE 'ATROPURPUREA'CHINESE FRINGE
FLOWER LOW RI 18 5-GAL RHODODENDRON
INDICA 'ALASKA'ALASKA
AZALEA MEDIUM WF 33 5-GAL
WESTRINGIA FRUTICOSA COAST
ROSEMARY LOW RO -1-GAL ROSMARINUS
OFFICINALIS 'PROSTRATUS'TRAILING
ROSEMARY LOW FP 15 5-GAL
FICUS PUMILA CREEPING
FIG MEDIUM
PLANTING NOTES 1.PROPOSED PLANTING AREAS WILL BE IRRIGATED WITH A PERMANENT,
AUTOMATED DRIP IRRIGATION SYSTEM AND AN AUTOMATIC WEATHER-
SENSING CONTROLLER.2.IRRIGATION SYSTEM TO BE COMPLIANT WITH THE CITY OF DUBLIN'S
WATER-EFFICIENT LANDSCAPING REGULATIONS, MUNICIPAL CODE SECTION
8.88.3.PLANTS WITH SIMILAR WATER NEEDS SHALL BE GROUPED WITHIN
HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED BY A
SEPARATE VALVE.4.ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH
TOP DRESS UNLESS
NOTED OTHERWISE).LAWN -SOD DROUGHT TOLERANT FESCUE - 90/
10 MIX DELTA BLUEGRASS FESCUE
BLEND MEDIUM SHRUBS AT
FIELD PERIMETER SHRUBS AT PARKING
LOT / BIOSWALE
FOUNDATION
PLANTINGS VINES HA 59 5-GAL
HETEROMELES ARBUTIFOLIA
TOYON
LOW GROUNDCOVER WS 5 5-GAL
WINSTERIA SINENSIS CHINESE
WISTERIA MEDIUM MR -5-GAL
MUHLENBERGIA RIGENS DEER
GRASS LOW CORNER VISION
TRIANGLE PLANTING CF -1-GAL
CALAMAGROSTIS FOLIOSA MENDOCINO REED GRASS (1-2' MAX.
HEIGHT)
MEDIUM DESCRIPTIONSYM SDR PROJECT BOUNDARY (LIMIT
OF WORK)
PARCEL BOUNDARY LANDSCAPE
DESIGN STATEMENT THE DESIGN INTENT IS TO CREATE AN ATTRACTIVE ENVIRONMENT REFLECTIVE OF
THE EXISTING CAMPUS CHARACTER OF VALLEY CHRISTIAN CENTER, WHICH IS AN
ADAPTATION AND REFINEMENT OF THE ORIGINAL MASTER PLAN. THE LANDSCAPE APPROACH TAKES
ITS PRINCIPAL CUES FROM THE SOIL, SITE CONTOURS, WIND, SUN ANGLES, ACTIVITIES AND
THE UNIQUE CONNECTIONS TO THE SURROUNDING VIEW
AND COMMUNITY.WITHIN THE SDR AREA, A CENTRAL LANDSCAPED PLAZA CREATES A STRONG
CENTERPIECE AND ORGANIZING FEATURE, LEADING OUTWARDS TO ADJACENT ELEMENTS
INCLUDING AN OUTDOOR DINING PATIO, FOUNTAIN, SMALL AMPHITHEATER, AND RELOCATED
AND IMPROVED ATHLETIC FIELDS. THESE AREAS PROVIDE USEFUL OUTDOOR AREAS
FOR GATHERING,PERFORMING ARTS, AND ATHLETICS. THESE FEATURES ARE SEATED ATOP A
TERRACED HILLTOP ORIENTED TOWARD VIEWS OF MT. DIABLO AND THE FOOTHILLS TO THE NORTH
AND EAST.THE LANDSCAPE WILL INCORPORATE ENVIRONMENTALLY SENSITIVE
DESIGN ELEMENTS WHENEVER POSSIBLE. NATIVE AND DROUGHT-TOLERANT PLANTS SUITED TO
THE GEOGRAPHIC REGION AND SPECIFIC SITE CONDITIONS WILL BE INCORPORATED, ALONG WITH
WITH AN IRRIGATION SYSTEM WITH A WEATHER-SENSING CONTROLLER DESIGNED
FOR
MAXIMUM EFFICIENCY.MATCHLINE - REFER TO SHEET
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
SANCTUARY
EXISTING)
PORTABLES
EXISTING)
STUDENT CENTER
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
PRE-SCHOOL/
DAY CARE
EXISTING)
JR. / SR.
HIGH SCHOOL
EXISTING)
PARCEL 3
APN: 941-22-6
PARCEL 1
APN: 941-22-4
T1
T1
T1 T1
T1
T1
T1
T1
T-7
T-7
T-7
T-9
T-9
T-9
T-9
T-9
T-9T-9
T-9
T-9
T-9
T-9 T-9
T-9
T-9
T-9
T-9
T-9T-9
T-9T-9T-9
T-9
T-9T-9
T-9
T-9T-9T-9T-9
T-9 T-9 T-9 T-9 T-9 T-9
T-9
T-9
T-9
T-9
T-9
T-9
T-9
T-9
T-9
T-9
T-7
T-7
T-7
CORNER VISION TRIANGLE,
MATURE PLANT HEIGHT NOT
TO EXCEED 30"
30'-0"
100'-0"
EXISTING TREES TO
REMAIN,
TYP.NORTH 0 20 40
80 120'02/
03/2017 02/
03/
2017
PH MB
Landscape Plan
l4.
1
PH MB T3 8 36" BOX FRAXINUS
OXYCARPA 'RAYWOOD'RAYWOOD
ASH MEDIUM TREE
PLANTING LIST SYM QTY SIZE BOTANICAL/
COMMON NAME T1 8 24" BOX
ACER PALMATUM JAPANESE
MAPLE MEDIUM T2 18 36" BOX
ARBUTUS MARINA MARINA STRAWBERRY
TREE LOW T4 6 24" BOX LAGERSTROEMIA
INDICA 'DYNAMITE'DYNAMITE CRAPE MYRTLE (
MULTI)LOW T5 10 36" BOX
METROSIDEROS EXCELSA NEW ZEALAND CHRISTMAS
TREE LOW T6 27 36" BOX OLEA EUROPAEA '
SWAN HILL'SWAN HILL OLIVE (FRUITLESS)
VERY LOW T8 3 36" BOX
QUERCUS AGRIFOLIA COAST LIVE OAK
VERY LOW T7 26 36" BOX
ULMUS PARVIFOLIA CHINESE EVERGREEN
ELM LOW T9 51 36" BOX WASHINGTONIA ROBUSTA (ALT. W.
FILIFERA)LOW BM 18 5-GAL
BUXUS MICROPHYLLA LITTLELEAF
BOXWOOD MEDIUM SHRUB
PLANTING LIST SYM QTY SIZE BOTANICAL/
COMMON NAME AD 42 5-GAL HOWARD MCMINN
MANZANITA LOW AU -1-GAL ARCTOSTAPHYLOS UVA URSI '
POINT REYES'POINT REYES
MANZANITA LOW CG -1-GAL
CAREX GLAUCA BLUE
SEDGE MEDIUM CxP 10 5-GAL CISTUS
X PURPUREA ORCHID ROCK
ROSE LOW MR 88 5-GAL
MUHLENBERGIA RIGENS DEER
GRASS LOW EC -SEED
ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY
VERY LOW FC -SEED
FESTUCA CALIFORNICA CALIFORNIA
FESCUE LOW IS -1-GAL
IBERIS SEMPERVIRENS EVERGREEN CANDY
TUFT MEDIUM JP -1-GAL JUNCUS PATENS 'ELK'
S BLUE'ELKS BLUE
RUSH LOW LA -1-GAL LAVANDULA
ANGUSTIFOLIA 'MUNSTEAD'MUNSTEAD ENGLISH
LAVENDER LOW LJ 54 5-GAL LIGUSTRUM
JAPONICUM ' TEXANUM'WAXLEAF
PRIVET MEDIUM LP -1-GAL
LIMONIUM PEREZII SEA
LAVENDER LOW LC 18 5-GAL LOROPETALUM
CHINENSE 'ATROPURPUREA'CHINESE FRINGE
FLOWER LOW RI 18 5-GAL RHODODENDRON
INDICA 'ALASKA'ALASKA
AZALEA MEDIUM WF 33 5-GAL
WESTRINGIA FRUTICOSA COAST
ROSEMARY LOW RO -1-GAL ROSMARINUS
OFFICINALIS 'PROSTRATUS'TRAILING
ROSEMARY LOW FP 15 5-GAL
FICUS PUMILA CREEPING
FIG MEDIUM
PLANTING NOTES 1.PROPOSED PLANTING AREAS WILL BE IRRIGATED WITH A PERMANENT,
AUTOMATED DRIP IRRIGATION SYSTEM AND AN AUTOMATIC WEATHER-
SENSING CONTROLLER.2.IRRIGATION SYSTEM TO BE COMPLIANT WITH THE CITY OF DUBLIN'S
WATER-EFFICIENT LANDSCAPING REGULATIONS, MUNICIPAL CODE SECTION
8.88.3.PLANTS WITH SIMILAR WATER NEEDS SHALL BE GROUPED WITHIN
HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED BY A
SEPARATE VALVE.4.ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH
TOP DRESS UNLESS
NOTED OTHERWISE).LAWN -SOD DROUGHT TOLERANT FESCUE - 90/
10 MIX DELTA BLUEGRASS FESCUE
BLEND MEDIUM SHRUBS AT
FIELD PERIMETER SHRUBS AT PARKING
LOT / BIOSWALE
FOUNDATION
PLANTINGS VINES HA 59 5-GAL
HETEROMELES ARBUTIFOLIA
TOYON
LOW GROUNDCOVER WS 5 5-GAL
WINSTERIA SINENSIS CHINESE
WISTERIA MEDIUM MR -5-GAL
MUHLENBERGIA RIGENS DEER
GRASS LOW CORNER VISION
TRIANGLE PLANTING CF -1-GAL
CALAMAGROSTIS FOLIOSA MENDOCINO REED GRASS (1-2' MAX.
HEIGHT)
MEDIUM DESCRIPTIONSYM SDR PROJECT BOUNDARY (LIMIT
OF WORK)
PARCEL BOUNDARY LANDSCAPE
DESIGN STATEMENT THE DESIGN INTENT IS TO CREATE AN ATTRACTIVE ENVIRONMENT REFLECTIVE OF
THE EXISTING CAMPUS CHARACTER OF VALLEY CHRISTIAN CENTER, WHICH IS AN
ADAPTATION AND REFINEMENT OF THE ORIGINAL MASTER PLAN. THE LANDSCAPE APPROACH TAKES
ITS PRINCIPAL CUES FROM THE SOIL, SITE CONTOURS, WIND, SUN ANGLES, ACTIVITIES AND
THE UNIQUE CONNECTIONS TO THE SURROUNDING VIEW
AND COMMUNITY.WITHIN THE SDR AREA, A CENTRAL LANDSCAPED PLAZA CREATES A STRONG
CENTERPIECE AND ORGANIZING FEATURE, LEADING OUTWARDS TO ADJACENT ELEMENTS
INCLUDING AN OUTDOOR DINING PATIO, FOUNTAIN, SMALL AMPHITHEATER, AND RELOCATED
AND IMPROVED ATHLETIC FIELDS. THESE AREAS PROVIDE USEFUL OUTDOOR AREAS
FOR GATHERING,PERFORMING ARTS, AND ATHLETICS. THESE FEATURES ARE SEATED ATOP A
TERRACED HILLTOP ORIENTED TOWARD VIEWS OF MT. DIABLO AND THE FOOTHILLS TO THE NORTH
AND EAST.THE LANDSCAPE WILL INCORPORATE ENVIRONMENTALLY SENSITIVE
DESIGN ELEMENTS WHENEVER POSSIBLE. NATIVE AND DROUGHT-TOLERANT PLANTS SUITED TO
THE GEOGRAPHIC REGION AND SPECIFIC SITE CONDITIONS WILL BE INCORPORATED, ALONG WITH
WITH AN IRRIGATION SYSTEM WITH A WEATHER-SENSING CONTROLLER DESIGNED
FOR
MAXIMUM EFFICIENCY.MATCHLINE - REFER TO SHEET
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
S.'S
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
C.B.
C.
M.H.
F.H.
IN
SPIR
A
TIO
N
D
RIV
E
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
S
S.
702.6
704.3
702.8
703.9 S.704.3703.9
POST
S.'S
S.
SIGN
S.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
724.4
723.0
723.5
722.7
724.7
721.6
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
707.3
708.6
689.5
677.0
677.2
679.0
690.5
692.5
666.4
669.0
672.9
675.3
681.7
682.4
680.9
681.0
691.0
683.0
684.3
684.4
686.7
687.0
721.4
720.6
696.4
683.2
684.9
694.1
697.2
698.8
699.1
700.9
702.9
702.8
704.4
700.8
GATE
686.5
663.5
737.2
735.3
739.3
722.8
709.2
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
F.P.'S
706.2
688.9
689.1
690.4
690.2
690.9
692.7
C.B.
C.
M.H.
F.H.
Fo
o
tba
ll
PARCEL 1
APN: 941-22-4
PARCEL 3
APN: 941-22-6
02/03/2017
02/03/2017
PH
MB
NORTH
0 20 40 80 120'
Lighting Plan
l5.0
PH
MB
A
LIGHTING LEGEND
DTLREFDESCRIPTION/LOCATIONSYM
DOWNLIGHT - 21' HT./
PARKING AREAS
DOWNLIGHT - 14' HT./
PEDESTRIAN & PLAZA AREAS
UPLIGHT/
IN PLAZA
UNDERWATER LIGHT/
FOUNTAIN
STEPLIGHT/
STAIRS & RAMPS
STRING LIGHTS/
LOUNGE / PATIO
SPORTSFIELD LIGHTING - 60-70' HT./
PLAYING FIELDS (F# INDICATES FIXTURE NUMBER)
A
B
C
D
E
F
NOTE: ALL PERMANENT LIGHT FIXTURES SHALL BE EQUIPPED WITH CUT-OFF LENSES,
DIRECTED DOWNWARD, AND LIMITED IN HEIGHT TO THE MAXIMUM NECESSARY FOR
ADEQUATE ILLUMINATION AND TO MINIMIZE EXCESS LIGHT AND GLARE.
F#
SDR PROJECT BOUNDARY (LIMIT OF WORK)
PARCEL BOUNDARY
NOTE: PHOTOMETRIC PLAN FOR ENTIRE SITE INCLUDING (E) PARKING LOTS TO BE
DEFERRED TO BUILDING PERMIT SUBMITTAL.
MATCHLINE - REFER TO SHEET L5.1
D.I.
F.H.
P.
S.
S..
PIPE
D.I.
M.H.
D.I.
F.H.
M.H.
D.I.
D.I.
D.I.
S.
S.
M.H.
D.I.
S.
699.1
703.2
704.6
702.6
704.3
704.3
702.8
702.6
704.5
703.9
706.5
703.5
706.1 704.9
705.0
705.0
664.2
661.1
665.0
665.2
667.2
667.3 668.6
668.8
707.0
663.6
636.1
635.2
635.2
635.2
635.3
636.6
636.4
669.3
668.4
666.3
663.0
637.7
645.9
657.7
646.5
645.1637.2
640.6
PIPE
656.8
656.5
663.2
661.8
651.4 649.8
650.9
648.1
649.4
662.9
S.704.3703.9
S.'S
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
708.6
689.5
677.0
677.2
666.4
669.0
672.9
675.3
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
706.2
688.9
689.1
690.4
690.2
692.7
C.B.
C.
M.H.
F.H.
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
S
D.I.
F.H.
P.
S.
S..
PIPE
D.I.
M.H.
D.I.
F.H.
M.H.
D.I.
D.I.
D.I.
S.
S.
M.H.
D.I.
S.
699.1
703.2
704.6
702.6
704.3
704.3
702.8
702.6
704.5
703.9
706.5
703.5
706.1 704.9
705.0
705.0
664.2
661.1
665.0
665.2
667.2
667.3 668.6
668.8
707.0
663.6
636.1
635.2
635.2
635.2
635.3
636.6
636.4
669.3
668.4
666.3
663.0
637.7
645.9
657.7
646.5
645.1637.2
640.6
PIPE
656.8
656.5
663.2
661.8
651.4 649.8
650.9
648.1
649.4
662.9
S.704.3703.9
S.'S
D.I.
D.I.
D.I.
S.
S.
D.I.
D.I.
M.H.
710.2
709.6
704.8
702.8
705.1
702.8
703.3
707.8
707.5
708.6
689.5
677.0
677.2
666.4
669.0
672.9
675.3
713.6
716.9
705.3
706.3
705.5
706.4
705.2
706.7
705.2
703.9
704.3
702.7
706.2
688.9
689.1
690.4
690.2
692.7
C.B.
C.
M.H.
F.H.
S
NORTH
0 20 40 80 120'
02/03/2017
02/03/2017
PH
MB
Lighting Plan
l5.1
PH
MB
A
LIGHTING LEGEND
DTLREFDESCRIPTION/LOCATIONSYM
DOWNLIGHT - 21' HT./
PARKING AREAS
DOWNLIGHT - 14' HT./
PEDESTRIAN & PLAZA AREAS
UPLIGHT/
IN PLAZA
UNDERWATER LIGHT/
FOUNTAIN
STEPLIGHT/
STAIRS & RAMPS
STRING LIGHTS/
LOUNGE / PATIO
SPORTSFIELD LIGHTING - 60-70' HT./
PLAYING FIELDS (F# INDICATES FIXTURE NUMBER)
A
B
C
D
E
F
NOTE: ALL PERMANENT LIGHT FIXTURES SHALL BE EQUIPPED WITH CUT-OFF LENSES,
DIRECTED DOWNWARD, AND LIMITED IN HEIGHT TO THE MAXIMUM NECESSARY FOR
ADEQUATE ILLUMINATION AND TO MINIMIZE EXCESS LIGHT AND GLARE.
F#
SDR PROJECT BOUNDARY (LIMIT OF WORK)
PARCEL BOUNDARY
NOTE: PHOTOMETRIC PLAN FOR ENTIRE SITE INCLUDING (E) PARKING LOTS TO BE
DEFERRED TO BUILDING PERMIT SUBMITTAL.
MATCHLINE - REFER TO SHEET L5.0
GREENROOFOVERHEADGARAGEDOOR
CAST-IN-PLACE CONCRETE
RETAINING WALL, 4’-0” HIGH, MED.
SANDBLAST FINISH, “OMAHA TAN”
INTEGRAL COLOR, REFER TO
DETAIL A ON D2.0, TYP.
CAST-IN-PLACE CONCRETE RETAINING
WALL, MED. SANDBLAST FINISH,
OMAHA TAN” INTEGRAL COLOR, REFER
TO DETAIL F ON D2.0
42” GUARDRAIL FENCE ON RETAINING
WALL, REFER TO DETAIL C ON D1.1, TYP.
SPORTS FIELD
MECHANICAL
ROOF UNITS
BEHIND SCREEN
AFF BUILDING
706
T.O. ROOF
717
AFF FIELD
695
T.O. DECORATIVE FENCE
714
VALLEY CHRISTIAN CENTER'
LETTERS PAINTED ON CORRUGATED
METAL, TYP.
U
P
102
CONCESSIONS
278 sq ft
104
MEN'S RESTROOM
305 sq ft
105
PLUMBING GALLERY
122 sq ft
106
WOMEN'S RESTROOM
363 sq ft
TICKET
BOOTH
68 sq ft
101
103
MECH
36 sq ft
PARKING
LANESPORTS
FIELDA
B
C
D
E
F
G
H I 1 2 3
4 5 11'-3 1/4"5'-8 1/4"11'-3 1/4"
11'-
3 1/
4"5'-
8 1/4"11'-
3
1/
4"
11'-
3 1/4"9'-
6"5'-
0"2'-11"21'-
9 1/
4"5'-0"8'-
6 3/4"
BLEACHERS SPORTS FIELD
LIGHT POLES
PER D3.0/
F NS EWTRASH DRINKING
FOUNTAIN
PER
D1.1/
D
BIKE RACKS PER D1.
1/
K BIKE LOCKS PER
D1.1/I DASHED
LINES
AROUND
DOORS
TO
REPRESENT MANEUVERING CLEARANCE
REQUIRED
PER
CBC
11B-404.
2.4 ACCESSIBLE
PARKING COLORED CONCRETE
WALKWAY PER D1.0/D
DECORATIVE FENCE.
8'-0"
HIGH,PER
D1.1/
B SPORTFIELD 0"LANDING
0"TOP OF
STAIRS 0"
FF 0"
42” GUARDRAIL
FENCE AT RETAINING
WALL,
REFER TO DETAIL C ON
D1.1 CONCESSION
STAND TICKET BOOTH
A1.0 Sheet No.:
Project
ID:
VCC SDR
No.Date Issue Sheet Title:
Issue Note:PERMIT
SET 02/03/2017
Consultants:SITE
DEVELOPMENT REVIEWVALLEY
CHRISTIAN CENTER7500
INSPIRATION
DRIVEDUBLIN
CA 94568729 Heinz
Avenue, Suite
1 Berkeley, CA 94710
510 / 848-0895
FAX 510 / 848-
0897 Project:CIVIL BKF
Engineers 4670 Willow
Road, Suite
250 Pleasanton, CA 94588 TEL:
925.396.7718 Drawn
By:Review By:Plot
Date:WH JG 02/03/2017
LANDSCAPE ARCHITECTURE Michael O'Leary +
Associates
1912
McGee
Avenue
Berkeley,
CA
94703
TEL:
510.
841.
5689
10/
31/
2015
Verde Design 2455 The Alameda,
Suite
200 Santa Clara,
CA 95050 TEL: 408.
985.7200 STORAGE AT
LEVEL
OF SPORTS FIELD Scale: 1/8" =
1'-0"3 U P
U P A B C
D E F G H
I 1
2 3 4 5 001 PERMANENT STORAGE SPACE TO REPLACE TEMPORARY CONTAINERS)2,230 sq ft EARTH
SPORTS FIELDPERMANENT STORAGE SPACE IS TO REPLACE THE 3 CURRENT TEMPORARY STORAGE CONTAINERS AS APPROVED PER SITE
DEVELOPMENT WAIVER (PLOC-2012-00278).55'-0"41'-10"TOILET FACILITIES FOR OCCUPANTS ATTENDING
SPORTS
ACTIVITIES
AS
WELL AS
OCCUPANTS OF AMPHITHEATER.
LAYOUT
OF
FENCES
DESIGNED
TO
EITHER
ALLOW
ACCESS
FROM
SPORTS
FIELD,
OR FROM AMPHITHEATER. EVENTS NOT
TO OCCUR AT SAME TIME.MINIMUM PLUMBING FIXTURES PROVIDED PER TABLE 422.1 CPC
2013,
OCCUPANCY TYPE
A-5
FF
0"DRINKIN FOUNTAIN PER
D1.1/D U P A
B C D E F
G H I 1 2
3
4
5 11'-3
1/
4"5'-8 1/4"
11'-3 1/4"11'-
3
1/4"5'-8 1/
4"11'-3 1/4"
11'-
3 1/4"
9'-6"5'-
0"2'-11"21'-
9 1/4"5'-
0"8'-6
3/4"PARKING
LANESPORTS FIELDBLEACHERS SEDUM
PLANTED GREEN ROOFING
SYSTEM LINE OF
BLDG
BELOW
15%
OF
EAST ELEVATION
Scale: 1/4" = 1'-0"
3
7'-6"1'-6"
6"9'-
6"3/4”
THREE COAT PORTLAND CEMENT PLASTER
IN ‘SANDSTONE 86’ COLOR O/ CMU
WALL 1'-8"MTL DECKING
W/ PLY WD & MEMBRANE
ROOFING & RAL 7030 SHEET
MTL FLASHING, PER DETAIL
5 TUBE STEEL BEAM IN STONE
GRAY’ RAL 7030, SEE
DETAIL 6 TUBE STEEL
POST, STONE GRAY’
RAL 7030
EDGE OF (E)
CONCRETE CURB
TO REMAIN GALVANIZED
SHEET
METAL TO MATCH CUSTOM
ORANGE COLOR OF
WORSHIP
CENTER WHITE PTD. 1/
2”DIA.
METAL ROD BEYOND
WHITE PTD 2”
SQ
HEAVY METAL GAGE TUBE
FRAME E)
SIDEWALK,
FG HB DRAIN CONNECTED
TO THE SANITARY SEWER 2%
2%
2%2%NEW TRASH ENCLOSURE
PLAN Scale:
1/8" = 1'-0"
1
N) 8’ WIDE HEAVY GAUGE
METAL GATE
N) ROOF ABOVE, SHOWN DASHED
E)
CURB TO REMAIN, REPAIR AS
NEEDED N) 1’8”
HEIGHT RETAINING WALL N)
TUBE
STEEL POST, SSD N) CONCRETESLAB,
SSD CONFORM
TO (E)
ASPHALT
ELEVATION
EDGE OF (E) ASPHALT
TO
REMAIN18'-0"10'-8"
10'-0"
18'-
8"3 4 N) CMU
WALL, SSD 16'-0"HB
DRAIN
CONNECTED TO
THE SANITARY SEWER 2%
2%2%2%
NEW TRASH
ENCLOSURE ROOF
PLAN Scale:
1/8" = 1'-0"
2 N) ROOF N)
TUBE STEEL
POST &
BEAM BELOW,
SSD SHOWN DASHED 10'-8"
13'-
4"1'-4"1'-
4"1'-4"18'-8"1'-4"21'-
4"SLOPE TO GUTTER 2%N)
GUTTER DOWNSPOUT SOUTH ELEVATION Scale: 1/4" =
1'-0"4 SLOPE TO GUTTER 2%3/
4” THREE COAT PORTLAND CEMENT PLASTER
IN SANDSTONE 86’ COLOR O/
CMU WALL TUBE STEEL
POST, ‘STONE GRAY’
RAL
7030
TUBE STEEL
BEAM IN ‘STONE GRAY’ RAL 7030
MTL
DECKING W/ PLY
WD &
MEMBRANE ROOFING & RAL
7030 SHEET MTL
FLASHING, PER
DETAIL 5
EDGE OF
CONCRETE CURB FG Roof Detail Scale:
1
1/2" = 1'-
0"4
TUBE STEEL
POST, SSD.
STEEL BEAM, SSD
MTL DECKING,
SSD
PLYWDDECKING
MEMBRANE ROOFING
Roof Detail
Scale:
1 1/2" =
1'-0"
5 TUBE
STEEL
POST
BEYOND, SSD.
STEEL BEAM
BEYOND,
SSD MTL DECKING,
SSD PLYWD
DECKING MEMBRANE
ROOFING1'-0"1'-0"SHT MTL
FLASHING
1/4" BENT
STEEL
PLATE SHT MTL
FLASHING SQUARE
PROFILE PTD.
SHT METAL
GUTTER 1/
4" BENT STEEL
PLATE Gate
Detail Scale:
1 1/2" = 1'-
0"6 TUBE
STEEL POST, SSD 2x3 HEAVY GAUGE METAL
TUBE PTD.
GALVANIZED SHEET METAL PTD. GALVANIZED
SHEET METAL,
ABOVE AND
BELOW
CONTINUOUS
HINGE 2"
SQ HEAVY
METAL GAGE
TUBE FRAME 3/8"
x1-1/2"
METAL BAR
STOCK, TYP
PTD. 1/
2" DIA. METAL
ROD
BEYOND PRE-WEATHERED ZINC DOWNSPOUT
TRASH ENCLOSURE A1.
1 Sheet No.:
Project ID:VCC SDR
No.
Date
Issue Sheet
Title:Issue Note:PERMIT SET
02/03/2017
Consultants:SITE DEVELOPMENT REVIEWVALLEY
CHRISTIAN CENTER7500
INSPIRATION DRIVEDUBLIN
CA 94568729
Heinz
Avenue,
Suite 1 Berkeley,
CA 94710
510 / 848-0895 FAX
510 / 848-0897
Project:CIVIL BKF
Engineers 4670 Willow Road,
Suite 250 Pleasanton,
CA 94588
TEL: 925.396.7718 Drawn
By:Review By:Plot
Date:WH JG 02/
03/
2017 LANDSCAPE ARCHITECTURE Michael O'Leary + Associates 1912 McGee Avenue Berkeley, CA
94703 TEL: 510.841.5689 10/31/2015 Verde Design 2455 The Alameda, Suite 200 Santa Clara,
CA
95050 TEL: 408.985.7200 NOTES:1.CONCRETE APRON TO EXTEND 10 FEET MIN. FROM THE ENCLOSURE
PAD. 2.THE AREA AROUND AND INSIDE THE ENCLOSURE
MUST BE LIT WITH A MINIMUM OF ONE-FOOT CANDLE.3.
GATES TO BE SELF-
02/03/2017
02/03/2017
PH
MB
d1.0
Site Furnishings
PH
MB
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
MULTI-USE SYNTHETIC TURF FIELD
MANUFACTURER: FIELDTURF
PRODUCT:
VERTEX SYNTHETIC TURF W/
PUREFILL (CORK & SAND) INFILL
SYSTEM
FIELD COLOR: ALTERNATING DYE
LOTS (GREEN / LIGHT GREEN)
END-ZONES: RED BACKGROUND
WITH WHITE LETTERING
CONTACT:
559) 237-2590
WWW.FIELDTURF.COM
DISCUS THROW AREA WITH CAGE
MANUFACTURER:
SPORTSFIELD SPECIALTIES
PRODUCT:
TFDCHS DISCUS CAGE
CONTACT:
408) 659-6055
WWW.SPORTSFIELDSPECIALTIES.COM
SHOTPUT THROW AREA
MANUFACTURER:
SPORTSFIELD SPECIALTIES
PRODUCT:
TFSPT001AL
CONTACT:
408) 659-6055
WWW.SPORTSFIELDSPECIALTIES.COM
FOOTBALL GOAL POSTS
MANUFACTURER:
SPORTSFIELD SPECIALTIES
PRODUCT:
GP4380R ROTATING HIGH
SCHOOL UPRIGHT
CONTACT:
408) 659-6055
WWW.SPORTSFIELDSPECIALTIES.COM
PORTABLE SOCCER GOALS
MANUFACTURER:
SPORTSFIELD SPECIALTIES
PRODUCT:
SG4950 8'X24' ROUND FACED
SOCCER GOAL
CONTACT:
408) 659-6055
WWW.SPORTSFIELDSPECIALTIES.COM
TRIPLE JUMP / LONG JUMP PIT
MANUFACTURER:
SPORTSFIELD SPECIALTIES
PRODUCT:
SP6020 3M x 7M SAND PIT WITH
SAND CATCHERS, SP6820 HIGH
SCHOOL SAND PIT COVER SET
CONTACT:
408) 659-6055
WWW.SPORTSFIELDSPECIALTIES.COM
HIGH JUMP PIT
MANUFACTURER:
SPORTSFIELD SPECIALTIES
PRODUCT:
TFHJI610DZ HIGH SCHOOL POLE
VAULT JUMP PIT CONTACT:
408) 659-6055
WWW.SPORTSFIELDSPECIALTIES.COM
REINFORCING TO BE #3 REBAR @ 18"
O.C. BOTH DIRECTIONS IN SLAB
3"
TYP.
SCARIFIED AND COMPACTED
SUBGRADE, PER GEOTECHNICAL
REPORT
COMPACTED CLASS II AGGREGATE
BASE, PER GEOTECHNICAL REPORT
NOTE:
PROVIDE SCORE JOINTS AT 5' O.C. AND FIBER EXPANSION JOINTS AT 10' O.C. UNLESS OTHERWISE NOTED.
NATURAL GRAY CONCRETE PAVING NTS
NATURAL GRAY CONCRETE,
MEDIUM BROOM CONCRETE FINISH
PERPENDICULAR TO PATH OF TRAVEL
EXPANSION JOINT, TYP.SCORE JOINT, TYP.
PROVIDE TURNED-DOWN EDGE WHERE
WALK ABUTS LANDSCAPE AREAS, TYP.
COLOR: NATURAL GRAY
FINISH: MEDIUM BROOM
NATIVE SOIL
REINFORCING TO BE #3 REBAR @ 18"
O.C. BOTH DIRECTIONS IN SLAB
3"
TYP.
SCARIFIED AND COMPACTED
SUBGRADE, PER GEOTECHNICAL
REPORT
COMPACTED CLASS II AGGREGATE
BASE, PER GEOTECHNICAL REPORT
NOTE:
PROVIDE SCORE JOINTS AT 5' O.C. AND FIBER EXPANSION JOINTS AT 10' O.C. UNLESS OTHERWISE NOTED.
COLORED CONCRETE WALKWAY NTS
INTEGRALLY-COLORED CONCRETE,
EXPOSED AGGREGATE FINISH
LIGHT WASH)
EXPANSION JOINT, TYP.SCORE JOINT, TYP.
PROVIDE TURNED-DOWN EDGE WHERE
WALK ABUTS LANDSCAPE AREAS, TYP.
COLOR: "ADOBE" BY DAVIS COLORS
FINISH: EXPOSED AGGREGATE,
MEDIUM WASH
NATIVE SOIL
TYPICAL PARKING STRIPING DETAIL
TYPICAL PARKING SPACE DIMENSIONS8'FULL-SIZED STALLS
9FT X 20FT)
COMPACT STALLS
8FT X 17FT)
9'20'
17'
COMPACT24'AISLE
WIDTH PARKING
STRIPING,
TYPICAL
NOTE:1. STRIPING SHOWN IS DIAGRAMMATIC, SEE TYPICAL PARKING STRIPING DETAIL
FOR ACTUAL PARKING STRIPE
PATTERN 2. COMPACT SPACES TO BE NO MORE THAN 35% OF TOTAL. ALL COMPACT SPACES
TO BE LABELED WITH "COMPACT" AS SHOWN IN
ENLARGEMENT.3. "ELECTRIC VEHICLE" STALLS LOCATED PER SITE PLAN L2.
0 PARKING
ANGLE
90°COMPACTCOMPACTCOMPACTCOMPACTCOMPACT
12" LETTERHEIGHT"
COMPACT" STALL
MARKING ENLARGEMENT ELECTRIC
VEH 12"
LETTERHEIGHT"ELECTRIC VEHICLE"
STALL
MARKING ENLARGEMENT
ELECTRIC
VEHPOLE VAULT PAD MANUFACTURER:SPORTSFIELD
SPECIALTIES PRODUCT:DURAZONE
CHAMPION
BRONZE POLE VAULT
LANDING SYSTEM TFPV202ILDZ
CONTACT:408) 659-
6055 WWW.SPORTSFIELDSPECIALTIES.
COM
SCARIFIED AND COMPACTED
SUBGRADE, PER GEOTECHNICAL
REPORT COMPACTED
CLASS II AGGREGATE
BASE, PER
GEOTHECHNICAL REPORT ASPHALT
PAVING,
PER GEOTECHNICAL REPORT ASPHALT DRIVEWAY NTS NOTES:
REFER TO
GEOTECHNICAL REPORT FOR SOIL
COMPACTION.COLOR:
BLACK FINISH: SMOOTH
AND COMPACTED NATIVE
SOIL
SCARIFIED AND COMPACTED SUBGRADE,
PER GEOTECHNICAL REPORT COMPACTED
CLASS
II AGGREGATE BASE, PER GEOTECHNICAL REPORT NOTE:PROVIDE SCORE JOINTS AT 5' O.C. AND FIBER EXPANSION JOINTS
AT 10' O.C.
UNLESS OTHERWISE NOTED.DECORATIVE
PAVERS WITH BORDER
DECORATIVE PAVERS (FIELD PAVERS)4 CONTINUOUS REBAR
A. FIELD PAVER: 'VENICE' (TUMBLED) BY BASALITE
B. BORDER PAVER: '
PALERMO' (TUMBLED) BY
BASALITE DECORATIVE
PAVER BORDER
WITH CONTRASTING
COLOR BORDER
PAVER)
INTERMEDIATE BANDING
BORDER
PAVER)A
B 6"
NATIVE SOIL 6"CONCRETEEDGEBANDCONCRETEEDGEBAND8-LANE
400M TRACK
OVALW/ MULTI-
USE
ATHLETIC FIELD
328'-0"592'-
0"A
D1.0
SYNTHETIC TURF
FIELDB D1.0
ALL WEATHER
TRACK
SURFACING
COMPACTED CLASS
II AGGREGATE
BASE NTS SECTION
ALL WEATHER
TRACK
SURFACE ASPHALT PAVING,
PER
GEOTECHNICAL REPORT MANUFACTURER:BEYNON
SPORTS SURFACES
PRODUCT:
BSS 300 SANDWICH
POLYURETHANE TRACK SYSTEM
CONTACT:
559) 237-
2590
WWW.
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A
B
C
D
E
F
G
H
I
J
K
L
M
N
NOTE:
1. FENCE HARDWARE AND TO BE PAINTED WITH 2 COATS FLAT BLACK EXTERIOR PAINT.
2. FENCE FABRIC TO BE VINYL-COATED BLACK.
3. FENCE POST EMBEDMENT DEPTH TO BE DETERMINED BY GEOTECHNICAL RECOMMENDATION.
KNUCKLED SELVAGE,
TOP AND BOTTOM
TOP RAIL LINE/END POSTS
FLAT STRECHER
FENCE FABRIC, VINYL-COATED
W/ BLACK FINISH
BOTTOM RAIL, TIES @ 24" O.C.
2" CLEARANCE
42" GUARDRAIL FENCE AT RETAINING WALL NTS
CONCRETE RETAINING WALL,
SEE GRADING PLAN
FENCE POST EMBEDDED WITHIN
RETAINING WALL
EQUAL SPACING
8'-0" O.C. MAX
COLOR: BLACK
FINISH: VINYL COATED
ACCESSIBLE DRINKING FOUNTAIN
MANUFACTURER:
MOST DEPENDABLE FOUNTAINS, INC.
PRODUCT:
MODEL 10145SMFA, FRONT APPROACH
DRINKING FOUNTAIN WITH JUG FILLER
FINISH:
STAINLESS STEEL
CONTACT:
901) 867-0039
WWW.MOSTDEPENDABLE.COM
SPACING PER MANUFACTURER'S
RECOMMENDATION
24'-0"
SURFACING PER PLAN
SCOREBOARD
COLUMNS, SIZED PER
MANUFACTURER
I-BEAM SECTION A-A
I-BEAM
SECTION A-A
SCOREBOARD NTS
MODEL 7685
SCOREBOARD -
SCOREBOARD
CONNECTIONS
SCOREBOARD FOOTINGS,
SIZED PER MANUFACTURER
MANUFACTURER: NEVCO
PRODUCT: MODEL 7685
COLORS: TBD
CONTACT: (916) 716-4210
WWW.NEVCO.COM
BICYCLE RACKS - CLASS II NTS
MODEL: INVERTED "U" RACKS, MODEL SU20-E-CB (10 TOTAL)
MANUFACTURER: BY CREATIVE PIPE, INC. PH:1.800.644.8467
DIMENSIONS: 1'-9"L X 3'-0"H X 2-1/3"W
FINISH: STAINLESS STEEL
NOTES:
1. SEE SHEET L2.0, FOR BIKE RACK PLACEMENT AND ORIENTATION
2. CLASS II BICYCLE RACK MODEL SHOWN (SU20-E-CB) ALLOWS BICYCLE TO MAKE CONTRACT WITH THE RACK
IN TWO PLACES - THE FRAME AND AT LEAST ONE WHEEL- FOR ADDITIONAL STABILITY AND SECURITY.
1' 7"
14"x 48" AIRCRAFT CABLE
DOUBLE LOOP 2 PCS
FASTENED w/ CABLE CLAMPS
1' 9 13" O.S.M.
2" SCH. 40 PIPE
14"x 2" FLAT BAR
SECTION
PLAN
FINISH GRADE
ACCESSIBLE PARKING SIGN NTS
12" X 18" SIGN
R99 CA)
WHITE LETTERS WITH
BLUE BACKGROUND
R7-8B PLACARD)
2" DIA. GALVANIZED PIPE
VAN ACCESSIBLE PARKING
SIGN ON POST
FINISH SURFACE,
EXISTING ASPHALT
SIGN POST FOOTING,
CAST-IN-PLACE
2" POST CAP
4" SQ. POST
14" WIRE MESH PANEL, 8" X 2" TYP.
OPENINGS
8' DECORATIVE FENCE NTS
EQUAL SPACING 8' O.C. MAX.LC LC
MANUFACTURER:
METALCO FENCE AND RAILING SYSTEMS, INC.
PRODUCT:
TWINBAR FENCE SYSTEM
COLOR:
BLACK
CONTACT:
900) 708-2526
WWW.FENCE-SYSTEM.COM
NOTE:
1. FENCE HARDWARE AND TO BE PAINTED WITH 2 COATS FLAT BLACK EXTERIOR PAINT.
2. FENCE FABRIC TO BE VINYL-COATED BLACK.
3. FENCE FOOTING DEPTH TO BE DETERMINED BY GEOTECHNICAL RECOMMENDATION.
FENCE EDGEBAND
OPTIONAL)
CONCRETE FOOTING
WATER FEATURE / FOUNTAIN PLAN NTS
Aa
SLOPED PATH
24" HT SEAT WALL,
SMOOTH TROWEL
FINISH
PLANTER
16 JETS
W/ LED
WET
DECK
WATER SOURCE
6'-0" T.W.
DONOR WALL
5'-0" HT.
DONOR WALL
5'-0" HT.
24" HT
SEAT WALL
24" HT
SEAT WALL
18" HT
SEAT WALL
24" HT
SEAT WALL
18" HT SEAT WALL
PLAZA
10 :1 SLOPED
WET WALL
STEPS
STEPS
46'-6"
CONCRETE
PAVERS CONCRETE
PAVERS
CONCRETE
PAVERS
CONCRETE PAVERS
CONCRETE
PAVERS
24" HIGH BENCH
ALIGN CL WITH ATHLETIC
FIELD 50 YARD LINE
SLOPED WET WALL, REINFORCED
CONCRETE W/ VERTICAL HAMMERED
TEXTURE, V GROOVE 1 1/2" X 1 1/2"
DRAIN TROUGH
RIVER ROCK ON HEAVY DUTY
GALV GRATING
REINFORCED CONCRETE
CONCRETE
BLOCK WALL
2"CUSTOM CONCRETE PAVERS ON WET
DECK ON HEAVY DUTY GALV.GRATING
CONCRETE STEPS WITH
RECESSED 2" WIDE TILE
WARNING STRIPS AND
RADIUS CORNERS TYP.
CONCRETE SEAT WALL WITH
CHAMFERED CORNERS, SMOOTH
TROWEL FINISH
CONCRETE DONOR
WALL WITH 1" INLAY
FOR DONOR TILES
CONCRETE SEAT
WALL BEYOND
NOTES:
1. FOUNTAIN DEPTH LESS THAN 1/2" TYP.
2. FINISH AT CONCRETE STEPS AND EXPOSED FLATWORK: MEDIUM WASH
WITH EXPOSED AGGREGATE COLOR: "ADOBE" BY DAVIS COLORS
3. FINISH AT CONCRETE SEAT WALLS: SMOOTH TROWEL FINISH, COLOR:
ADOBE" BY DAVIS COLORS
0 1'4'8'16'
DRAIN TO MECH EQUIP
H
D1.0
DECORATIVE PAVERS
WITH BORDER
COLOR: "ADOBE" BY DAVIS COLORS
PLAZA PRECAST PAVERS TYP.
SET ON MORTAR
SURGE TANK
SPRAY MODULE
WITH LED LIGHTING
H
D1.0
DECORATIVE PAVERS
WITH BORDER
TABLED CROSSING NTS
G
D1.0
ASPHALT
DRIVEWAY
12" WIDE PAINTED YELLOW
CROSSWALK LINES TO ALIGN
WITH EDGE OF WALKWAY
4" WIDE PAINTED YELLOW STRIPE
ON CONCRETE SLOPE, TYP.
EXPANSION JOINT
TRUNCATED DOMES
CONCRETE CURB
CONTROL JOINT
CONCRETE
CURB
TRUNCATED
DOMES
D
D1.0
COLORED
CONCRETE WALKWAY
D
D1.0
COLORED
CONCRETE WALKWAY
BIKE LOCKER NTS
MODEL: BIKE-SHELL™, MODEL 352 (2 TOTAL)
MATERIAL: MOLDED FIBERGLASS REINFORCED PLASTIC COMP.
MANUFACTURER: AMERICAN BICYCLE SECURITY COMPANY
CONTACT: PH:1.800.245.3723
DIMENSIONS: 48"H X 40"W X 6'-2 14"L
COLOR/FINISH: MEDIUM GREY
NOTES:
1. SEE SHEET L2.0, FOR BIKE LOCKER PLACEMENT AND ORIENTATION
2. INSTALL TO CONCRETE PAD WITH (4) ANCHOR BOLTS, ONE AT EACH CORNER, PER MANUFACTURER'S
SPECIFICATIONS
SECTION
FINISH SURFACE
CONCRETE)
6'-2 14"
ISOMETRIC
PLAN
14" ANCHOR BOLT
EMBEDDED INTO
CONCRETE,
MIN. 6" DEPTH
PUBLIC ADDRESS SYSTEM NTS
FLOOR-MOUNTED RACK,
MIDDLE ATLANTIC #VFD35 W/
FRONT DOOR, OR EQUAL
2) BOGEN #CAM8PRO MIC/LINE MIXERS,
OR EQUAL
1) DBS DRIVERACK #260 EQUALIZER,
OR EQUAL
4) BOGEN M450 450-WATT AMPLIFIERS,
OR EQUAL, EACH POWERING (2) APOGEE
AFI-4W-SX WEATHERPROOF SPEAKERS,
MOUNTED TO SPORTSFIELD LIGHTING
POLES, TYP.
1) TASCAM CD-200SB CD/MP3 DECK,
OR EQUAL
FLOOR MOUNTED RACK LOCATION
TO BE DETERMINED
5) ELECTROVOICE RE-2 WIRELESS
MICROPHONE RECEIVERS, OR EQUAL
OUTDOOR-RATED CABLE RUN
TO SPEAKERS MOUNTED ON
SPORTSFIELD LIGHTING
POLES
APOGEE AFI-4W-SX SPEAKERS,
FACING PLAYING FIELD, MOUNTED
TO SPORTSFIELD LIGHTING POLE,
2) PER POLE TYP.
18'-0"
NEW TRASH ENCLOSURE (10' x 18')NTS
CMU TRASH ENCLOSURE,
INTERIOR DIMENSIONS
10 X 18', MIN.
NOTES:
1. TRASH ENCLOSURE TO MEET ALL DUBLIN MUNICIPAL CODE CHAPTER 7.98 REQUIREMENTS
2. MATERIAL COLORS AND FINISHES TO MATCH PROPOSED ARCHITECTURE
3. MOTION-SENSING LIGHTING TO BE PROVIDED TO PROVIDE MINIMUM 1 FOOTCANDLE WITHIN ENCLOSURE
4. ALL TRASH BINS USED FOR THIS SITE SHALL BE STORED WITHIN THE TRASH ENCLOSURE AT ALL TIMES
5. FOR DESIGN AND DETAILS, REFER TO SHEET A1.1.
ROOF OVERHANG TO EXTEND
PAST OPEN SIDES, LOWEST
POINT OF CIELING TO BE 9'
HIGH, MIN.
NO ROOF
OVERHANG AT
FRONT GATE
1'-0"1'-0"
FRONT GATE
MIN. 16' WIDTH
15'-0"
15' LATERAL
APPROACH, TYP.
APPROACH TO PROVIDE 18' VERTICAL
CLEARANCE (FOR APPROACH & EXIT),
32' VERTICAL CLEARANCE (WHEN
DUMPING BIN)
50' STRAIGHT DIRECT ACCESS
IN EACH DIRECTION
TO SUPPORT MIN. 62,000 LB GVW
CONCRETE ENCLOSURE PAD
TO SUPPORT 20,000 LB
DIRECT FORCE
5'-0"
IRRIGATED 5' LANDSCAPE STRIP
WITH SCREEN PLANTING TO BE
PROVIDED ON THREE
NON-GATED SIDES, SEE
LANDSCAPE PLAN L4.0
18'-0" INTERIORWIDTH1'-0"1'-0"
ENCLOSURE PLAN
ENCLOSURE ELEVATION
CMU ENCLOSURE, COLOR AND
MATERIALS TO MATCH
PROPOSED ARCHITECTURE
ROOF OVERHANG TO EXTEND
PAST OPEN SIDES, EXCEPT
FRONT, LOWEST POINT OF
CIELING TO BE 9' HIGH, MIN.
16'-0" GATE OPENING
EXCLUDING POSTS
CORRUGATED METAL GATE,
WITH STEEL FRAME, PAINTED
WHITE TO MATCH
PROPOSED ARCHITECTURE
DRAIN INLET
CONNECTED TO
SANITARY
SEWER SYSTEM
HOSE BIB FOR
PERIODIC
WASH-DOWN
8' MAX.
SPACED EVENLY
6' CHAIN LINK FENCE AT TRACK EDGE NTS
FLAT STRETCHER, BAR AT
END POSTS TYP.
LINE AND/OR END POST
POST CAPS, TYP.
KNUCKLED SELVAGE - TOP
AND BOTTOM
FENCE FABRIC
TIES AT 24" O.C. MIN. TOP
AND BOTTOM, TYP.
BOTTOM RAIL
FINISH SURFACE, REFER TO PLAN
TOP RAIL
LINE POSTS
NOTE:
1. FENCE HARDWARE AND TO BE PAINTED WITH 2 COATS FLAT BLACK EXTERIOR PAINT.
2. FENCE FABRIC TO BE VINYL-COATED BLACK.
3. FENCE FOOTING DEPTH TO BE DETERMINED BY GEOTECHNICAL RECOMMENDATION.
CONCRETE PAVING SECTION
CONCRETE FOOTING
COLOR: BLACK
FINISH: VINYL COATED
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
PAINTED WHITE ON BLUE
BACKGROUND EQUAL
TO COLOR 15090 IN
FEDERAL STANDARDS
595A. PER CCR SECT.522
AND UFAS/ ADAAG
SECT. 4.30. ONE PER
HANDICAP STALL AS
DESIGNATED ON PLANS.
4" BLUE STRIPE, TYP.
ADJACENT SURFACE,
REFER TO PLANS.
9' STANDARD,
12' FOR VAN
5' STRIPED AISLE
ADA PARKING STALL STRIPING NTS
36"
NO PARKING" SHALL BE
WHITE IN COLOR.
F ACCESSIBLE
PARKING SIGN
WHEEL STOP
23"
112"
15"8"
1"4"
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EQ.
MINIMUM 48"
NOTE:
1.5 LBS MAX TO OPERATE GATE
2.GATE LATCH HARDWARE TO BE 3'-0" ABOVE FINISH SURFACE.
ACCESSIBLE GATE NTS
EQ.
MINIMUM 48"
FENCE MATERIAL VARIES,
REFER TO SHEET D1.1,
DETAILS B, C, AND D.
GATE LATCH HARDWARE,
INSTALL 3' ABOVE FINISH
SURFACE
10" GALVANIZED KICK PLATE
FLUSH WITH FRAME ON BOTH
SIDES, WELDED TO POSTS
FINISH SURFACE
ACCESSIBLE GATE LEAF
ACCESSIBLE CURB CUT NTS
0 +6"+0+6"
C,D
D1.0
CONCRETE PATHWAY
FRONT EDGE OF CONCRETE CURB
12" WIDE BAND PER TITLE 24
STANDARDS
6'-0"
TRUNCATED DOMES, TYP. ACCORDING
TO CALIFORNIA BUILDING CODES PER
11B.23.A AND 1133B8.3
CFLATCROSSWALK
STRIPING
FIRE HYDRANT MARKING NTS
INSTALL FIRE HYDRANT
MARKER IN FRONT OF
FIRE HYDRANT, 6' FROM
CENTERLINE OF ROAD
OR FIRE LANE
CENTERLINE OF ROAD
OR FIRE LANE
FIRE HYDRANT
6'-0"
CURB OR EDGE
OF PAVEMENT
CL
CL
VARIES
PEDESTRIAN CROSSING SIGN
PASSENGER LOADING ZONE SIGN
PER CA MUTCD 2014 REVISION 1
PER CA MUTCD 2014 REVISION 1
FLAT CROSSWALK STRIPING NTS
BACCESSIBLE
CURB CUT
10' X 2' PAINTED YELLOW
STRIPES WITH 2' GAP
BETWEEN STRIPES, CENTERED
ON ACCESSIBLE CURB CUT
CL
CL
10'-0"
PASSENGER LOADING ZONE STRIPING NTS
4" WIDE PAINTED WHITE STRIPE,
REFER TO PLANS FOR LOADING
ZONE LOCATIONS
EDGE OF CURB
DIRECTION OF TRAFFIC
NOTE:
REFER TO STRIPING AND SIGNAGE PLAN L2.3 FOR LOADING ZONE LOCATIONS.
ALIGN
NTSACCESSIBLECONCRETERAMP
FINISH SURFACE, RAMP
SECTION CC
SECTION/ELEVATION AA
ADJACENT
SURFACE
PLAN VIEW
4'-0" MIN.
CONTINUOUS HANDRAIL,
WALL MOUNTED
RETAINING WALL AT RAMP
SECTION BB
ADJACENT
SURFACE
4'-0" MIN.
CONTINUOUS HANDRAIL,
SURFACE MOUNTED
CHEEK WALL AT RAMP
CONCRETE FOOTING PER
STRUCTURAL/GEOTECHNICAL
ENGINEERS RECOMMENDATIONS
CONCRETE FOOTING PER
STRUCTURAL/GEOTECHNICAL
ENGINEERS
RECOMMENDATIONS
NOTE:
CAST-IN-PLACE CONCRETE CHEEKWALLS/
RETAINING WALLS TO HAVE MED. SANDBLAST
FINISH, "OMAHA TAN" INTEGRAL COLOR
CAST-IN-PLACE CONCRETE
RETAINING WALL, MED.
SANDBLAST FINISH,
OMAHA TAN" INTEGRAL
COLORTRACKSURFACE
SLOPED LANDSCAPE
AREA, 2:1 MAX SLOPE,
SEE GRADING PLAN C1.0
TRACK RETAINING WALL SECTION
CONCRETE FOOTING PER
STRUCTURAL/GEOTECHNICAL
ENGINEERS RECOMMENDATIONS
D
D1.1
6' CHAIN LINK FENCE
AT TRACK EDGE
4' RETAINING WALL AT TRACK EDGE
CONCRETE STAIRS
1% SLOPE
12"
NOTES:
1.ALL RAILINGS TO BE SHOP FABRICATED
FOR FIELD INSTALLATION
2.REFER TO STAIR SECTION/ELEVATION,
DETAIL K, THIS SHEET.
R12"
FINISH SURFACE
ADJACENT
SURFACE, REFER
TO PLANS
REFER TO PLANS FOR STAIR
LAYOUT AND RISER QUANTITY
STAIR CHEEK WALL
REFER TO PLANS
12"
MIN.
ONE
TREAD WIDTH
12" MIN.
EXTENSION
1 12" DIA. STEEL PIPE HAND
RAIL POWDER COAT BLACK
FINISH
EMBEDDED
HANDRAIL
FOOTING
STAIR SECTION/ELEVATION NTS
1'-0"8'-0"1'-0"
JCONCRETESTAIRS
EQ.EQ.
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8-ROW BLEACHERS W/ 1100 SEATING CAPACITY
3'3'3'3'3'3'3'3'
9-11' RETAINING WALL WITH GUARDRAIL FENCE
MATERIAL:
POURED-IN-PLACED
CONCRETE RETAINING
WALL
FINISH:
STUCCO FINISH WITH
EXTERIOR PAINT
TRACK
SURFACE
WALL AT TRACK EDGE
2' WIDE V-DITCH
BEHIND RETAINING WALL,
SEE GRADING PLAN
CURB AT TRACK EDGE
COLOR: "OMAHA TAN" BY DAVIS COLORS
FINISH: MEDIUM SANDBLAST FINISH
CAST-IN-PLACE CONCRETE
RETAINING WALL, HEIGHT PER
GRADING PLAN (9' MAX.)
MED. SANDBLAST FINISH,
OMAHA TAN" INTEGRAL COLOR
SLOPED LANDSCAPE AREA
WALL AT PARKING LOT
SCREEN PLANTING AT WALL, SEE
LANDSCAPE PLAN L4.0
CONCRETE SIDEWALK
CONCRETE FOOTING
PER STRUCTURAL/GEOTECHNICAL
ENGINEERS RECOMMENDATIONS
C
D1.1
42" GUARDRAIL FENCE
ON RETAINING WALL
CAST-IN-PLACE CONCRETE
RETAINING WALL, HEIGHT PER
GRADING PLAN (9' MAX.)
MED. SANDBLAST FINISH,
OMAHA TAN" INTEGRAL COLOR
SLOPED LANDSCAPE AREA,
2:1 MAX SLOPE,
SEE GRADING PLAN C1.0
SCREEN PLANTING AT WALL, SEE
LANDSCAPE PLAN L4.0
C
D1.1
42" GUARDRAIL FENCE
ON RETAINING WALL
SCREEN PLANTING AT WALL, SEE
LANDSCAPE PLAN L4.0
CONCRETE FOOTING
PER STRUCTURAL/GEOTECHNICAL
ENGINEERS RECOMMENDATIONS
PARKING LOT
OUTDOOR AMPHITHEATER WITH STAGE
CROSS (APPROVED IN
CONJUNCTION WITH THE
WORSHIP AND PERFORMING
ARTS CENTER)
3'-0"
60'-0"
15'-
0"CAMPUS
PLAZA M
D1.
1 WATER FEATURE/FOUNTAIN SPORTS FIELD VIEW FROM INSPIRATION DRIVE - 1 SPORTS FIELD VIEW
FROM INSPIRATION DRIVE - 2 CAST-IN-
PLACE CONCRETE WALLS,
TYP.MEDIUM SANDBLAST
FINISH COLOR: "OMAHA TAN"
SEE DETAIL
E BELOW)
ACCESSIBLE
ELEVATED CONCRETE
STAGE N D1.
1 NEW TRASH
ENCLOSURE
10' X
18')B D1.
1 8' DECORATIVE
FENCE CONCRETE
FOOTING PER
STRUCTURAL/GEOTECHNICALENGINEERS
RECOMMENDATIONS 1'4'1'CAST-
IN-PLACE CONCRETE PLANTER
WALL, MED. SANDBLAST FINISH,
OMAHA TAN" INTEGRAL COLOR PLANTING PER
LANDSCAPE PLAN, L4.0
1.5'-3'
SEATWALL CONCRETE
FOOTING PER
STRUCTURAL/GEOTECHNICAL ENGINEERS RECOMMENDATIONS CAST-
IN-PLACE CONCRETE
SEATWALL,MED. SANDBLAST FINISH,
OMAHA TAN" INTEGRAL COLOR FINISH GRADE,
VARIES, SEE GRADING PLAN 1.5' PLANTER
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PARKING AREAS (21')UNDERWATER LIGHT - FOUNTAIN
STEPLIGHT - STAIRS AND RAMPS
STRING LIGHTS - LOUNGE / PATIO
SPORTSFIELD LIGHTING - 60-70' HT.
@ PLAYING FIELDS
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ACRES CONSERVATION
EASEMENT PART OF PARCEL
3:APN: 941-22-
6 PARCEL
1 APN: 941-22-
4 33.3
ACRES PUBLIC/SEMI-
PUBLIC SEE MATCHLINE
ABOVE GRADING
NOTES:GRADING
LEGEND:
ABBREVIATIONS:
700 SEE MATCHLINE
BELOW 664EARTHWORK
NOTES:Bitmap3527665561.
jpg
JAM
BRVCCSDRSITEDEVELOPMENTREVIEWVALLEY
CHRISTIAN CENTER7500
7 0 6
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APN: 941-22-6
PARCEL 1
APN: 941-22-4
33.3 ACRES
PUBLIC/SEMI-PUBLIC
SEE MATCHLINE ABOVE
UTILITY LEGEND:
ABBREVIATIONS:
UTILITY SYMBOLS:
NOTES:
SEE MATCHLINE BELOW
Bitmap3527665561.jpg
JAM
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CENTER7500 INSPIRATION
7 0 6
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C
SEE MATCHLINE ABOVE
DMA ID
PROPOSED
IMPERVIOUS
AREA (SF)
PROPOSED
PERVIOUS
AREA (SF)
PROVIDED/
PROVIDED
TREATMENT
AREA (SF)
DMA-1
DMA-2
102,590 N/A
99,682 11,668 3,974 /4,000
NOTE:REQUIRED TREATMENT AREA IS CALCULATED USING THE 4%TREATMENT METHOD.
PROJECT SUBJECT TO HYDROMODIFICATION REQUIREMENTS.SEE UTILITY PLAN FOR
RETENTION VAULT LOCATION
TREATMENT
AREA
DESIGNATION
T1
DMA-3 69,127 26,149
TREATEMENT
TYPE
BIORETENTION
PERVIOUS TURF
DMA-4
DMA-5
DMA-6
0
24,598
11,075
0
46,001
8,262
5,933
BIORETENTION
SELF-TREATING/LS
BIORETENTION
BIORETENTION
N/A
2,765 /2,800
984 /985
443 /445
T2
T3
T4
T5
T6
SEE MATCHLINE BELOW
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VCCSDRSITEDEVELOPMENTREVIEWVALLEYCHRISTIAN
CENTER7500 INSPIRATION
BIORETENTION AREA
NTS
PERVIOUS TURF FIELD
NTS
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JAM
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VCCSDRSITEDEVELOPMENTREVIEWVALLEYCHRISTIAN
CENTER7500 INSPIRATION
February 4, 2019
Amy Million, Principal Planner
City of Dublin Community Development Department
100 Civic Plaza
Dublin, CA 92568
RECEIVE®
FEB 0 4 2019
DUBLIN PLANNING
APPROVED
RE: Valley Christian Center Updated Project Description — PLPA-2014-00052 FEB 0 5 2019
Dear Amy, City of Dublin Planning Division
In the interest of cooperating with our neighbors and ensuring good relations in the community,
Valley Christian Center is incorporating the following items into our project and requesting that
City Council also incorporate these items into our Conditions of Approval for the Site
Development Review Permit for the project. These items are in addition to the existing draft
Conditions of Approval and prior agreements between Valley Christian and the neighbors.
The variety of areas of discussion show how detailed the discussions have been. These items
have been requested by the neighbors and Valley Christian is agreeable to incorporating them.
Noise. Within 60 days of completion of the Athletic Complex, Valley Christian shall
retain a noise consultant to prepare a report that measures the sound system at the
easternmost Valley Christian property line (Parcel 3). If the report indicates that the noise
level at the property line exceeds 65dBA Leq with the normal operation of the sound
system, then a solid fence or wall made of wood or masonry on the east border of the
Athletic Complex shall be installed as mitigation. Valley Christian may elect proactively to
install said solid fence/wall as part of their construction drawings to serve as complete
mitigation. The fence/wall is subject to Site Development Review Permit approval by the
City of Dublin.
2. Traffic. Prior to the first event at the Athletic Complex, Valley Christian Center will
request permission from the City of Dublin to install a directional sign at the intersection
of Dublin Blvd and Inspiration Drive informing drivers Left Turn for 1580 freeway. If
approved, the sign will be installed at Valley Christian's expense.
Valley Christian's Parking Management Plan required by Mitigation Measure TRA-2 shall
require live traffic control for one hour prior and one hour after events associated with the
Athletic Complex with expected auto count over 300 vehicles.
3. Construction Debris. Within 30 days of completion of construction of the Athletic
Complex, Valley Christian shall notify residents within 1000 linear feet east of Parcel 1's
eastern property line. The notice shall include an offer to clean solar panels and pools of
those property owners that may have been affected by construction. The effected
neighbors shall be given 30 day in which to accept the offer.
X
W
Valley Christiana Center 1 7500 Inspiration Drive I Dublin, CA 94568 1 (925) 560-6202 1 www.CorneDiscoverVCC,org
In compliance with draft Condition of Approval No. 12, Valley Christian and their
Contractors shall have a plan to minimize garbage and trash that would attract rodents
and provide rodent mitigation if necessary.
In compliance with draft Mitigation Measure AIR-1 and Mitigation Measure 4.6-2, Valley
Christian and its Contractors shall adhere to Bay Area Air Quality District and San
Francisco Bay Regional Water Quality Control Board standards during construction of
the Athletic Complex
4. Operations. In compliance with draft Condition of Approval Nos. 100, 101, 102, the
Athletic Complex shall have available containers for trash and recycling.
Incompliance with draft Condition of Approval No. 12, the Athletic Complex shall have all
debris removed after events.
Prior to the first event at the Athletic Complex, Valley Christian will update its Emergency
Preparedness Plan to incorporate live activity at the Athletic Complex.
Valley Christian will limit its use of loudspeaker events to 50 per calendar year.
Loudspeakers may not be used for practices or regular physical education classes.
The Athletic Complex/Amphitheater shall not be leased to outside groups for music or
entertainment purposes.
Seating capacity shall be 600 versus the previously requested 1100.
Thank you for your consideration and work. Valley Christian has worked with the
neighboring community members to bring a project that we can all be proud. We ask for
the support of the City Council to add these resources for Valley Christian and its
mission as well as the benefit to the entire City of Dublin.
Sincerely,
Tawni Garcia
Executive Pastor
Valley Christian Center