HomeMy WebLinkAboutReso 22-23 Approving Vesting Tentative Parcel Map No. 9306 for the Branaugh Property (APN# 905-0001-004-04) PLPA-2021-00014
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 1 of 13
RESOLUTION NO. 22-23
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
APPROVING VESTING TENTATIVE PARCEL MAP NO. 9306
FOR THE BRANAUGH PROPERTY (APN# 905-0001-004-04)
PLPA-2021-00014
WHEREAS, the property owner, BEX Development, is requesting approval to subdivide
the 40.16-acre site into four parcels to accommodate proposed residential and industrial
development. The project would allow up to 97 units within 9.87 acres designated Medium -Density
Residential and approximately 527,773 square feet of industrial use on 30.29 acres designated
Industrial Park. Requested approvals include amendments to Planned Development Stage 1
Development Plan (Ordinance No. 32-05 for Fallon Village), a Planned Development Zoning
Stage 2 Development Plan, Vesting Tentative Parcel Map No. 9306 and a Development
Agreement. These planning and implementing actions are collectively known as the “Branaugh
Property Project” or the “Project;” and
WHEREAS, the 40.16 acre Project site (APN 905-0001-004-04) is located in eastern
Dublin adjacent to the city boundary and along the future Dublin Boulevard extension ; and
WHEREAS, the proposed Vesting Tentative Parcel Map will allow for the orderly division
of the Branaugh property into four parcels consistent with the City of Dublin General Plan and
Eastern Dublin Specific Plan for the division of land; and
WHEREAS, Government Code Sections 66428 of the Subdivision Map Act provide that a
Tentative Parcel Map may be used when the purpo se of the map is to create four or fewer parcels;
and
WHEREAS, the California Environmental Quality Act (CEQA), together with the CEQA
Guidelines and City of Dublin CEQA Guidelines and Procedures require that certain projects be
reviewed for environmental impacts and that environmental documents be prepared; and
WHEREAS, prior CEQA analysis for the Project area includes: 1) the Eastern Dublin
General Plan Amendment and Specific Plan EIR (1993); 2) the East Dublin Properties Stage 1
Development Plan and Annexation Supplemental EIR (2002); and 3) the Fallon Village
Supplemental EIR (2005). Collectively, these three environmental review documents are referred
to as the “EDSP EIRs;” and
WHEREAS, in compliance with CEQA, the City prepared a CEQA Addendum for the
Project (the “Addendum”), incorporated by reference; and
WHEREAS, the Addendum reflects the City’s independent judgment and analysis of the
potential environmental impacts of the Project, and concludes that the Project would not result in
any new significant impacts or substantially increase the severity of any significant impacts
identified in the EDSP EIRs and no other CEQA standards for supplemental review are met; and
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 2 of 13
WHEREAS, following a public hearing on February 14, 2023, the Planning Commission
adopted Resolution No. 23-01, recommending approval of the Branaugh Property Project, which
resolution is incorporated herein by reference and available for review at City Hall during normal
business hours; and
WHEREAS, a Staff Report dated March 7, 2023, and incorporated herein by reference,
described and analyzed the Project for the City Council; and
WHEREAS, on March 7, 2023, the City Council held a duly noticed public hearing on the
Project at which time all interested parties had the opportun ity to be heard; and
WHEREAS, the City Council did hear and use independent judgment and considered all
said reports, recommendations, and testimony hereinabove set forth; and
WHEREAS, the City Council considered the Addendum and all above -referenced reports,
recommendations, and testimony to evaluate the Project.
NOW, THEREFORE, BE IT RESOLVED that the foregoing recitals are true and correct
and made a part of this R esolution.
BE IT FURTHER RESOLVED that the City Council of the City of Dublin does hereby make
the following findings and determinations regarding the proposed Vesting Tentative Parcel Map
No. 9306 for the Project:
A. The proposed subdivision map together with the provisions for its design and
improvement is consistent with the general plan and any applicable specific plan in that:
1) the proposed Vesting Tentative Parcel Map No. 9306 together with the provisions for
the design and improvements comply with the development standards of the Eastern
Dublin Specific Plan; 2) it is consistent with the land use and acreages of the Dublin
General Plan and the Eastern Dublin Specific Plan; 3) it provides for the extension of
Dublin Boulevard; and 4) respects the Airport Protection Area Line as the limit of
residential development.
B. The subdivision site is physically suitable for the type and proposed density of
development in that: 1) the design and improvements of Vesting Tentative Parcel Map
No. 9306 are consistent with the General Plan and Eastern Dublin Specific Plan
objectives, polices, general land uses, and programs as they relate to the subject
property in that it is a subdivision for the implementation of Medium-Density Residential
and Industrial Park uses and is designated for these types of developments; 2) the
Project site is physically suitable for the type and proposed density of development and
is consistent with the land use designations of the Eastern Dublin Specific Plan , and
consistent with the Stage 1 and Stage 2 Developme nt Plan as amended and adopted
with this Project; 3) the subject property is a hillside development and generally slopes
from the north east corner to I-580; 4) the project proposes to mass grade the site and
flatten it where necessary to allow for intended future users and create the Dublin Blvd
extension road subgrade; 5) The grading proposed for the project will take into
consideration the hilly terrain and will be designed to avoid excessive cuts and fills ; and
6) a slope is proposed between the residential and industrial which provides a buffer
between the uses.
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 3 of 13
C. The tentative tract map is consistent with the intent of applicable subdivision design or
improvements of the tentative tract map are consistent with the city’s general plan and
any applicable specific plan in that: Vesting Tentative Parcel Map No. 9306 is consistent
with the General Provisions and Development Standards for the Planned Development
Zoning District for the Fallon Village area of which the site is a part, and the proposed
Stage 2 Development Plan adopted with this Project.
D. The subdivision design and proposed improvements will not cause substantial
environmental damage or substantially and avoidably injure fish or wildlife or their
habitat in that: 1) Vesting Tentative Parcel Map No. 9306 will not cause environmental
damage or substantially injure fish or wildlife of their habitat; 2) the project site is located
adjacent to major roads, including I-580 and the future extension of Dublin Boulevard,
on approximately 40.16 acres of land; and 3) the topography of the property consists of
rolling hills; however with an approved grading plan this site is physically suitable for
the type and intensity of Medium-Density Residential and Industrial Park, uses.
E. The design of the subdivision or type of improvements will not cause serious public
health concerns in that: 1) the project is consistent with the Eastern Dublin Specific
Plan policies and the City’s zoning ordinances enacted for the public health, safety, and
welfare; 2) the project will not adversely affect the health or safety of persons residing
or working in the vicinity nor will it be detrimental to public health, safety, or welfare ; 3)
additionally, no noxious odors, hazardous materials, or excessive noises will be
produced; 4) in order to ensure adequate emergency vehicle access to all portions of
the site access is currently provided via Collier Canyon Road and will be provided from
Croak Road via the Central Parkway Extension approved as part of the East Ranch
Project and the future Dublin Boulevard Extension and 5) pursuant to CEQA Guidelines
the City prepared a CEQA Addendum for the Project and, therefore, the proposed
subdivision will not result in environmental damage or substantially injure fish or wildlife
or their habitat or cause public health concerns.
F. The design of the subdivision or the type of improvements will not conflict with
easements, acquired by the public at large, for access through or use of property within
the proposed subdivision; or alternate easements are provided pursuant to Government
Code in that: 1) the design of the subdivision will not conflict with easements, acquired
by the public at large, or access through or use of property within the proposed
subdivision; and 2) the City Engineer has reviewed the map and title report and has not
found any conflicting easements of this nature.
G. The design or improvements of the tentative map are consistent with the city’s general
plan and any applicable specific plan in that: 1) the proposed Vesting Tentative Parcel
Map will subdivide the property, which is consistent with the Stage 1 Development Plan
approved for the Fallon Village area, the proposed Stage 2 Development Plan as
adopted for this Project, and the City of Dublin Zoning Ordinance, General Plan and
Eastern Dublin Specific Plan; and 2) the Vesting Tentative Parcel Map will not alter the
use of the site, which is allowed residential and industrial uses.
H. The subdivision is designed to provide for future passive or natural heating or cooling
opportunities in that: 1) any future development will be required to comply with the
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 4 of 13
California Green Building Code; and 2) landscaping will be provided throughout the
surface parking lot providing natural shading.
I. The tentative tract map, including design and improvement, shall comply with all the
applicable provisions and requirements of the zoning ordinance, the latest municipal
stormwater permit issued to the city by the Regional Water Quality Control Board, this
title, any other ordinance of the city, and the Subdivision Map Act in that: 1) the
proposed Vesting Tentative Parcel Map creates four parcels which is consistent with
the Stage 1 Development Plan approved for the Fallon Village area, the Stage 2
Development adopted for this Project, and the City of Dublin Zoning Ordinance, General
Plan, and Eastern Dublin Specific Plan; and 2) the Project is compliant with the
California Regional Water Quality Control Board San Francisco Bay Region Municipal
Regional Stormwater NPDES Permit; 3) the Project would include bioretention areas
and stormwater treatment vaults to ensure consistency with regional C.3 stormwater
treatment; and 4) the Project would include full trash capture devices to ensure
consistency with regional C.10 stormwater treatment requirements.
NOW, THEREFORE, BE IT FURTHER RESOLVED that the City Council of the City of Dublin
hereby conditionally approves Vesting Tentative Parcel Map No. 9306, attached Exhibit A, for
the Branaugh Property, subject to the following Conditions of Approval:
CONDITIONS OF APPROVAL:
Unless stated otherwise, all Conditions of Approval shall be complied with prior to the issuance of
building permits or establishment of use, and shall be subject to Planning Department review and
approval. The following codes represent those departments/agencies responsible for monitoring
compliance of the conditions of approval. [PL.] Planning, [B] Building, [PO] Police, [PW] Public
Works [P&CS] Parks & Community Services, [ADM] Administration/City Attorney, [FIN] Finance,
[F] Alameda County Fire Department, [DSR] Dublin San Ramon Services District, [CO] Alameda
County Department of Environmental Health, [Z7] Zone 7.
# CONDITION TEXT RESPON.
AGENCY
WHEN REQ’D
Prior to:
GENERAL CONDITIONS
1. Approval. This approval is for Vesting Tentative Parcel
Map (PLPA-2021-00014). This approval shall be as
generally depicted and indicated on the Vesting Tentative
Parcel Map No. 9306 prepared MacKay & Somps, dated
December 2022, attached as Exhibit A and other plans,
text, and diagrams relating to this project, and as
specified as the following Conditions of Approval.
PL Ongoing
2. Effectiveness: This Vesting Tentative Parcel Map
approval shall become effective only if the Ordinance
approving the companion Planned Development Zoning
Stage 2 Development Plan becomes effective. Should
such Ordinance not become effective within 12 months of
this approval of this resolution, this approval shall be null
and void.
PL Ongoing
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 5 of 13
3. Compliance. Applicant/Developer shall comply with the
Subdivision Map Act, the City of Dublin Subdivision and
Zoning Ordinances, 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 building permit. Public
improvements constructed by Applicant/Developer to be
paid in whole or in part out of public funds 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).
Various Final Map
Approval or
Grading Permit
4. Hold Harmless/Indemnification. Applicant/Developer
shall defend, indemnify, and hold harmless the City of
Dublin and its agents, officers, and employees from any
claim, action, or proceeding against the City of Dublin or
its agents, officers, or employees to attack, set aside,
void, or annul an approval of the City of Dublin or its
advisory agency, appeal board, Planning Commission,
City Council, Community Development Director, Zoning
Administrator, or any other department, committee, or
agency of the City to the extent such actions a re brought
within the time period required by Government Code
Section 66499.37 or other applicable law: provided,
however, that the Applicant/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.
ADM On-going
5. Clarifications and Changes to the Conditions. In the
event that there needs to be clarification to these
Conditions of Approval, the City Engineer and Community
Development Director have the authority to clarify the
intent without going to a public hearing. The City
Engineer and Community Development Director also
have the authority to make minor modifications to these
conditions without going to a public hearing in order for
the Applicant/Developer to fulfill needed improvements or
mitigations resulting from impacts of this project.
PL, PW On-going
PLANNING – PROJECT SPECFIC CONDITIONS
6. Mitigation Monitoring Program. Applicant/ Developer
shall comply with CEQA Addendum for Branaugh
Property dated December 15, 2022, including all
PL, PW Approval of
Improvement
Plans and On-
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 6 of 13
8. Conditions of Approval. Applicant/Developer shall
comply with the City of Dublin Public Works Standard
Conditions of Approval contained below (“Standard
Condition”) unless specifically modified by Project
Specific Conditions of Approval below.
PW On-going
9. Fees. At the time of grading permit issuance, the
Applicant/Developer shall pay only those fees
normally due at the time of the grading permit
issuance. All other fees, including, but not limited
to, Planning fees; Building fees; Dublin San Ramon
Services District fees; Public Facilities fees;
Transportation Impact Fees; City of Dublin Fire fees;
Noise Mitigation fees; Inclusionary House In-Lieu
fees; Alameda County Flood Control and Water
Various
Depts
Grading Permit
mitigation measures, action programs, and
implementation measures contained in the Eastern
Dublin General Plan Amendments and Specific Plan EIR,
East Dublin Properties SEIR and Fallon Village SEIR.
Applicant/Developer shall provide to the Planning
Division and Public Works Department a copy of the
mitigation measures maintenance manua l and schedule
for reference, including maintenance procedures and
protocols to follow after mitigation reporting is complete.
going
7. Inclusionary Housing. The proposed project shall
comply with the City of Dublin Inclusionary Zoning
Regulations as follows:
The inclusionary housing requirement is 12.5 percent of
the total number of units within the development and shall
be satisfied as follows unless an alternate method of
compliance is approved by City Council consistent with
the Inclusionary Zoning Regulations:
• In-Lieu Fee: 40 percent of the total number of
inclusionary units within the development shall be
satisfied via payment of an “In-Lieu Fee” as
provided by the City’s Impact Fee Schedule.
• On-site Affordable Units: 60 percent of the total
number of inclusionary units within the
development shall be developed on site.
• On-site Affordable Units shall be dispersed
throughout the neighborhood and constructed
concurrently with the market rate units.
• Execution of an agreement imposing appropriate
resale controls and/or rental restrictions on the
affordable units shall be required in accordan ce
with DMC Chapter 8.68.
PL On-going
PUBLIC WORKS – GENERAL CONDITIONS
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 7 of 13
Conservation District fees shall be paid at the time of
filing the Final Map, or upon issuance of building
permits as may be applicable to such fees.
PUBLIC WORKS – PERMITS AND BONDS
10. Encroachment Permit. Applicant/Developer shall
obtain an Encroachment Permit from the Public
Works Department for all construction activity within
the public right-of-way. At the discretion of the City
Engineer an encroachment permit for work
specifically included in an Improvement Agreement
may not be required.
PW Permit
Issuance
11. Grading Permit. Applicant/Developer shall obtain a
Grading Permit from the Public Works Department for
all grading.
PW Permit
Issuance
12. Security. Applicant/Developer shall provide faithful
performance security to guarantee the improvements,
as well as payment security, as determined by the
City Engineer (Note: The performance security shall
remain in effect until one year after final inspection).
PW Permit
Issuance
13. Permits from Other Agencies. Applicant/Developer
shall obtain all permits and/or approvals required by
other agencies including, but not limited to:
Army Corps of Engineers
US Fish and Wildlife
Regional Water Quality Control Board
Federal Emergency Management Agency
California Department of Fish and Wildlife
California Dept. of Transportation (Caltrans)
Bay Area Rapid Transit (BART)
Livermore-Amador Valley Transit Authority
(LAVTA)
Tri-Valley-San Joaquin Valley Regional Rail
Authority
Dublin San Ramon Services District (DSRSD)
Alameda County Flood Control and Water
Conservation District Zone 7 (Zone 7)
PW Permit
Issuance
PUBLIC WORKS – PARCEL MAP, EASEMENTS AND ACCESS RIGHTS
13. Dedications. All rights-of-way and easement
dedications required by these conditions or
determined necessary by the City Engineer shall be
shown on the Parcel Map. At City Engineer’s
discretion, Applicant/Developer may alternatively
reserve said easements and rights-of-way on the
Parcel Map and dedicate by separate deed
instrument, in form satisfactory to the City Engineer.
PW Approval of
Parcel Map
14. Public Service Easements. A Public Service
Easement (PSE) shall be dedicated along the
PW Approval of
Parcel Map
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 8 of 13
project’s frontage to allow for the proper placement of
public utility vaults, boxes, appurtenances or similar
items behind the back-of-sidewalk. Private
improvements such as fences, gates or trellises shall
not be located within the PSE.
15. Abandonment of Easements. Applicant/Developer
shall obtain abandonment from all applicable public
agencies of existing easements and rights-of-way
within the project site that will no longer be used. Prior
to completion of abandonment, the improvement
plans may be approved if the Applicant/Developer can
demonstrate to the satisfaction of the City Engineer
that the abandonment process has been initiated.
PW Approval of
Parcel Map
16. Acquisition of Easements. Applicant/Developer
shall be responsible for obtaining all on-site and off-
site easements, and/or obtain rights-of-entry from the
adjacent property owners for any improvements not
located on their property. The Applicant/Developer
shall prepare all required documentation for
dedication of all easements on-site and off-site. The
easements and/or rights-of-entry shall be in writing
and copies furnished to the Public Works Department.
PW Approval of
Parcel Map
and/or Grading
Permit
Issuance
17. Approval by Others. The Applicant/Developer will
be responsible for submittals and reviews to obtain
the approvals of all applicable non-City agencies.
PW Approval of
Parcel Map
PUBLIC WORKS - GRADING
18. Grading Plan. The Grading Plan shall be in
conformance with the recommendation of the
Geotechnical Report, the approved Tentative Map,
and the City design standards & ordinances. In case
of conflict between the soil engineer’s
recommendation and the City ordinances, the City
Engineer shall determine which shall apply.
PW Grading Permit
Issuance
19. Geotechnical Engineer Review and Approval. The
Project Geotechnical Engineer shall be retained to
review all final grading plans and specifications. The
Project Geotechnical Engineer shall approve all
grading plans prior to
City approval.
PW Grading Permit
Issuance
20. Grading Off-Haul. The disposal site and haul truck
route for any off-haul dirt materials shall be subject to
the review and approval by the City Engineer prior to
the issuance of a Grading Permit. If the
Applicant/Developer does not own the parcel on
which the proposed disposal site is located, the
Applicant/Developer shall provide the City with a
Letter of Consent signed by the current owner,
approving the placement of off -haul material on their
PW Grading Permit
Issuance
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 9 of 13
parcel. A Grading Plan may be required for the
placement of the off-haul material.
A Transportation Permit or Encroachment Permit may
be required for the haul route, as determined by the
City Engineer, which shall include a pre- and post-
hauling survey of the pavement condition.
Applicant/Developer shall be responsible for repairing
damaged pavement due to hauling operations, as
determined by the City Engineer.
21. Erosion Control Plan. A detailed Erosion and
Sediment Control Plan shall be included with the
Grading Plan submittal. The plan shall include
detailed design, location, and maintenance criteria of
all erosion and sedimentation control measures. The
plan shall also address site housekeeping best
management practices.
PW Grading Permit
Issuance
22. Demolition Plan. The Applicant/Developer’s Civil
Engineer shall prepare a demolition plan for the project,
which shall be submitted concurrent with the
improvement plan package. The demolition plan shall
address the following:
Pavement demolition, including streetlights and
landscaped median islands
Landscaping and irrigation
Fencing to be removed and fencing to remain
Any items to be saved in place and or protected,
such as trees, water meters, sewer cleanouts,
drainage inlets or backflow prevention devices
PW Grading Permit
Issuance
PUBLIC WORKS – CONSTRUCTION
23. Erosion Control Implementation. The Erosion and
Sediment Control Plan shall be implemented between
October 1st and April 30th unless otherwise allowed
in writing by the City Engineer. The
Applicant/Developer will be responsible for
maintaining erosion and sediment control measures
for one year following the City’s acceptance of the
improvements.
PW Start of
Construction
and On-going
24. Archaeological Finds. If archaeological materials
are encountered during construction, construction
within 100 ft of these materials shall be halted until a
professional Archaeologist certified by the Society of
California Archaeology (SCA) or the Society of
Professional Archaeology (SOPA) has had an
opportunity to evaluate the significance of the find and
suggest appropriate mitigation measures.
PW Start of
Construction
and On-going
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 10 of 13
25. Construction Activities. Construction activities,
including the idling, maintenance, and warming up of
equipment, shall be limited to Monday through Friday,
and non-City holidays, between the hours of 7:30 a.m.
and 6:00 p.m. except as otherwise approved by the
City Engineer. Extended hours or Saturday work will
be considered by the City Engineer on a case-by-case
basis. Note that the construction hours of operation
within the public right-of-way are more restrictive.
PW Start of
Construction
and On-going
26. Temporary Fencing. Temporary construction
fencing shall be installed along the construction work
perimeter to separate the construction area from the
public. All construction activities shall be confined
within the fenced area. Construction materials and/or
equipment shall not be operated/stored outside of the
fenced area or within the public right-of-way unless
approved in advance by the City Engineer.
PW Start of
Construction
and On-going
27. Construction Noise Management Plan.
Applicant/Developer shall prepare a construction
noise management plan that identifies measures to
minimize construction noise on surrounding
developed properties. The plan shall include hours of
construction operation, use of mufflers on
construction equipment, speed limit for construction
traffic, haul routes, and identify a noise monitor.
Specific noise management measures shall be
provided prior to project construction.
PW Start of
Construction
Implementation
, and On-going
as needed
28. Traffic Control Plan. Traffic Control Plan shall be
submitted for review and approval prior to any work
within the public right-of-way which requires lane
closure. Closing of any existing pedestrian pathway
and/or sidewalk during construction shall be
implemented through the City-approved Traffic
Control Plan and shall be done with the goal of
minimizing the impact on pedestrian circulation.
Traffic Control Plan shall be prepared in accordance
with the latest edition of the CA Manual on Uniform
Traffic Control Devices (MUTCD).
PW Start of
Construction
and On-going
as needed
29. Construction Traffic Interface Plan.
Applicant/Developer shall prepare a plan for
construction traffic interface with public traffic on any
existing public street. Construction traffic and parking
may be subject to specific requirements by the City
Engineer.
PW Start of
Construction;
Implementation
, and On-going
as needed
30. Pest Control. Applicant/Developer shall be
responsible for controlling any rodent, mosquito, or
other pest problem due to construction activities.
PW On-going
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 11 of 13
31. Dust Control Measures. Applicant/Developer shall
be responsible for watering or other dust-palliative
measures to control dust as conditions warrant or as
directed by the City Engineer.
PW Start of
Construction;
Implementation
On-going as
needed
32. Dust Control/Street Sweeping. The
Applicant/Developer shall provide adequate dust
control measures at all times during the grading and
hauling operations. All trucks hauling export and
import materials shall be provided with tarp cover at
all times. Spillage of haul materials and mud -tracking
on the haul routes shall be prevented at all times. The
Applicant/Developer shall be responsible for
sweeping of streets within, surrounding and adjacent
to the project, as well as along the haul route, if it is
determined that the tracking or accumulation of
material on the streets is due to its construction
activities.
PW During Grading
33. Construction Traffic and Parking. All construction-
related parking shall be off-street in an area provided
by the Applicant/Developer. Construction traffic and
parking shall be provided in a manner approved by
the City Engineer.
PW Start of
Construction
and On-going
PUBLIC WORKS – EROSION CONTROL & STORMWATER QUALITY
34. Stormwater Source Control. All applicable
structural and operational stormwater source controls
shall be implemented.
PW/ESD Grading Permit
Issuance
35. NOI and SWPPP. Prior to any clearing or grading,
Applicant/Developer shall provide the City evidence
that a Notice of Intent (NOI) has been sent to the
California State Water Resources Control Board per
the requirements of the NPDES. A copy of the Storm
Water Pollution Prevention Plan (SWPPP) shall be
provided to the Public Works Department and be kept
at the construction site.
PW Start of Any
Construction
Activities
36. SWPPP. The Storm Water Pollution Prevention Plan
(SWPPP) shall identify the Best Management
Practices (BMPs) appropriate to the project
construction activities. The SWPPP shall include the
erosion and sediment control measures in
accordance with the regulations outlined in the most
current version of the Association of Bay Area
Governments (ABAG) Erosion and Sediment Control
Handbook or State Construction Best Management
Practices Handbook. The Applicant/Developer is
responsible for ensuring that all contractors
implement all storm water pollution prevention
measures in the SWPPP.
PW SWPPP to be
Prepared Prior
to Grading
Permit
Issuance;
Implementation
Prior to Start of
Construction
and On-going
as needed
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 12 of 13
PUBLIC WORKS - SPECIAL CONDITIONS
37. Dublin Boulevard Dedication. Property Owner shall
dedicate right-of-way in fee for public roadway
purposes for the future Dublin Boulevard extension in
general conformance with the adopted Precise Plan,
the most current design plans on file with the office of
the City Engineer, and the Vesting Tentative Parcel
Map. Applicant/Developer will receive Eastern Dublin
Transportation Impact Fee (“EDTIF”) credits for
dedication of this right-of-way in the amount specified
in the EDTIF program for right-of-way dedication.
PW Approval of
Parcel Map
38. Central Parkway Dedication. Property Owner shall
dedicate right-of-way in fee for public roadway
purposes for widening of the future Central Parkway
extension in general conformance with the Vesting
Tentative Parcel Map.
PW Approval of
Parcel Map
39. Slope Easement. Property Owner shall dedicate a
Slope Easement (“SE”) via separate instrument
adjacent to the future Dublin Boulevard frontage if
mass grading has not commenced per the preliminary
grading plan as shown on the Vesting Tentative
Parcel Map. Property Owner shall cooperate with the
City Engineer on the extent of the SE dedication to
accommodate the future Dublin Boulevard extension.
PW Approval of
Parcel Map
40. Collier Canyon Road Dedication. Property Owner
shall dedicate right-of-way in fee or provide an
irrevocable offer of dedication in fee for public
roadway purposes for the widening of Collier Canyon
Road necessary to meet the Eastern Dublin Specific
Plan “Industrial Road” street geometric standards.
PW Approval of
Parcel Map
41. Collier Canyon Road Dedication. Property Owner
shall dedicate right-of-way in fee or provide an
irrevocable offer of dedication in fee for public
roadway purposes for the future relocation of Collier
Canyon Road as may be necessary for the future
Valley Link project in general conformance with the
Vesting Tentative Parcel Map, the most current
design plans on file with the office of the City
Engineer. Alternatively, subject to City Engineer
approval, Property Owner can provide an easement
for public roadway purposes which prohibits
construction of any permanent improvements and
structures, as determined by the City Engineer, within
the future right-of-way.
PW Approval of
Parcel Map
42. Private Access Easements. Property Owner shall
reserve on the parcel map and grant via separate
instrument Private Access Easement(s) (“PAE”) for
PW Approval of
Parcel Map
Reso. No. 22-23, Item 6.1, Adopted 03/07/2023 Page 13 of 13
the purpose of providing legal access to all newly
created parcels to a public roadway. PAE shall be
minimum 26’ wide and shall be recorded concurrently
with the parcel map.
PASSED, APPROVED, AND ADOPTED this 7th day of March 2023 by the following vote:
AYES: Councilmembers Hu, Josey, McCorriston, Qaadri and Mayor Hernandez
NOES:
ABSENT:
ABSTAIN:
______________________________
Mayor
ATTEST:
______________________________
City Clerk
PARCEL 3
PARCEL 4
103
PARCEL 1
PARCEL 2
PARCEL 5
PARCEL P
404
405 406
403
402 399
PARCEL OO
468
PARCEL NN
434
427
PARCEL FF
425
PARCEL AA
408
464
467
PARCEL LL
458
PARCEL MM
407
433
422
420
459
465
455
429 PARCEL BB
430
428
PARCEL CC
421432
426
423
424
462
431
460
461
456
400
398
401
463
457466
PARCEL QQ
PARCEL RR
PARCEL Q
542
491
480 479 478 477 476 475481
546
496 495 494 493 492497
483 484 485 486 487 488 489482
490
474
545544
543
419
GRADING EASEMENT
TO BE OBTAINED FROM
ADJACENT PROPETY OWNER
GRADING EASEMENT
TO BE OBTAINED FROM
ADJACENT PROPETY OWNER
10' PSE
10' PSE
PARCEL 3
PARCEL 1
PARCEL 4
103
PARCEL 2
N88°41'57"W 760.37'
11
4
.
9
'
315'
53'
206'
54'126'
13'
PRIVATE ACCESS EASEMENT TO BE
PROVIDED BY TOWN & COUNTRY, LLC
FOR SHARED PRIVATE ACCESS/ROADWAY
ACCESSING BOTH PROPERTIES FROM THE
PLANNED FULLY SIGNALIZED
INTERSECTION WITH DUBLIN BLVD
FUTURE CENTRAL PARKWAY
DEDICATION
SLOPE EASEMENT ALONG
DUBLIN BOULEVARD
TO BE COORDINATED WITH
DUBLIN BOULEVARD EXTENSION
PROJECT AND MADE VIA
SEPARATE INSTRUMENT
17.87±AC
PARCEL 3
9.87±AC
PARCEL 1
2.04±AC
PARCEL 2
8.51±AC
PARCEL 4
DEDICATION OF COLLIER CANYON ROAD
ROW SHALL BE PER PROJECT CONDITIONS
AND THE PROJECT DEVELOPMENT
AGREEMENT.
N89°03'50"W 760.31' BNDY
N0
°
2
5
'
4
5
"
E
1
7
9
3
.
9
5
'
B
N
D
Y
N0
°
2
5
'
4
5
"
E
2
8
0
5
.
6
7
'
B
N
D
Y
N89°03'15"W 378.50' BNDY
N0
°
2
5
'
4
5
"
E
1
0
0
8
.
2
6
'
B
N
D
Y
N88°33'15"W 381.86' BNDY
96
6
.
6
'
41.7'
97
6
.
0
'
82.2'
10
4
9
.
7
'
10
1
6
.
8
'
99.0'
13
0
.
0
'
56
7
.
9
'
56
3
.
0
'
MAP NOTES:
1.OWNER/APPLICANT RANDY BRANAUGH
BEX DEVELOPMENT
19077 MADISON AVE.
CASTRO VALLEY, CA 94546
2.ENGINEER: MACKAY & SOMPS
5142 FRANKLIN DR. SUITE B
PLEASANTON, CA 94588-3355
CONTACT: MARK McCLELLAN/ COLETTE L'HEUREUX
(925) 225-0690
3.AREA SUBJECT TO INUNDATION: NONE (PANEL 0607050002B)
4.SUBDIVIDED AREA: 40.16± ACRES
5.ASSESSOR'S PARCEL NUMBER: 905-0001-004-04
6.WATER/SEWER SYSTEM: TO BE INSTALLED IN CONFORMANCE WITH DUBLIN
SAN RAMON SERVICES DISTRICT (DSRSD) STANDARDS.
7.DRAINAGE: TO BE INSTALLED IN CONFORMANCE WITH
CITY OF DUBLIN STANDARDS.
8.GAS & ELECTRICITY: TO BE INSTALLED IN CONFORMANCE WITH
STANDARDS OF PACIFIC GAS AND ELECTRIC CO.
9.TELEPHONE: TO BE INSTALLED IN CONFORMANCE WITH
STANDARDS OF SBC.
10.STREET IMPROVEMENTS: PER CITY OF DUBLIN STANDARDS
11.EXISTING ZONING: PD-INDUSTRIAL PARK, PD-MEDIUM DENSITY
RESIDENTIAL
12.EXISTING LAND USE: CATTLE GRAZING, DRY LAND FARMING
13.PROPOSED LAND USE: PD-INDUSTRIAL PARK, PD-MEDIUM DENSITY
RESIDENTIAL
14.UNLESS OTHERWISE SPECIFICALLY STATED IN THE CONDITIONS OF APPROVAL, LOCAL AGENCY
APPROVAL OF THIS MAP SHALL CONSTITUTE AN EXPRESS FINDING THAT THE PROPOSED
DIVISION AND DEVELOPMENT OF THE SUBJECT PROPERTY WILL NOT UNREASONABLY INTERFERE
WITH THE FREE AND COMPLETE EXERCISE OF RIGHTS DESCRIBED IN GOVERNMENT CODE
SECTION 66436(A)(3)(A)(I).
15.PARCEL DIMENSIONS ARE PRELIMINARY AND SUBJECT TO FINAL ENGINEERING DESIGN.
16.THE APPLICANT RESERVES THE OPTION TO PHASE THE MAPPING AND CONSTRUCTION OF THIS
PROJECT IN VARIOUS COMBINATIONS OF FINAL MAPS/TRACT DEVELOPMENT AGREEMENTS AND/OR
IMPROVEMENT PLANS/IMPROVEMENT AGREEMENTS, ALL AS APPROVED BY THE DIRECTOR OF
PUBLIC WORKS.
17.THE APPLICANT INTENDS TO FILE A FUTURE VESTING TENTATIVE TRACT MAP ON PARCEL 1.
18.THE APPLICANT RESERVES THE OPTION TO FILE FUTURE TENTATIVE PARCEL MAPS ON PARCELS
3 AND 4, OR FILE COMMERCIAL AIRSPACE CONDOMINIUM PLANS ON SAID PARCELS AFTER THE
PARCEL MAP 9306 RECORDATION.
19.IF COLLIER CANYON ROAD RIGHT OF WAY IS NO LONGER NEEDED AFTER THE EXTENSION OF
DUBLIN BLVD IS COMPLETED, PROPERTY OWNER WOULD LIKE TO OBTAIN RIGHT-OF-WAY
REMAINING AFTER VALLEY LINK TAKE TO USE FOR A UTILITY CORRIDOR AND STORM WATER
QUALITY BASIN.
20.IMPROVEMENTS ALONG COLLIER CANYON ROAD WILL BE DEFERRED UNTIL AN APPLICATION FOR
THE SOUTHERN INDUSTRIAL PARCEL IS PROVIDED TO THE CITY.
21.IMPROVEMENTS ALONG CENTRAL PARKWAY WILL BE DEFERRED UNTIL AN APPLICATION FOR THE
RESIDENTIAL PARCEL IS PROVIDED TO THE CITY.
22.IMPROVEMENTS ALONG DUBLIN BLVD. WILL BE DEFFERED UNTIL AN APPLICATION FOR PARCEL
3 OR 4 IS PROVIDED TO THE CITY.
LEGEND:
BOUNDARY LINE
PARCEL LINE
EASEMENT LINE/IOD
EXISTING RIGHT OF WAY
PAE PRIVATE ACCESS EASEMENT
AIRPORT PROTECTION ZONE LINE
EXISTING PARCEL LINE
BNDY BOUNDARY
IOD IRREVOCABLE OFFER OF DEDICATION
AC.ACRES
PUE PUBLIC UTILITY EASEMENT
ROW RIGHT OF WAY
RIGHT OF WAY
BASIS OF BEARINGS:
THE BASIS OF BEARINGS SHOWN HEREON, IS THE LINE BETWEEN USC&GS TRIANGULATION
STATIONS "FALLON" AND "MOUNT DIABLO TOWER". THE GRID BEARING CALCULATED FROM
PUBLISHED CCS 27 ZONE 3 GRID COORDINATES FOR THIS LINE IS TAKEN AS NORTH 15°44'21"
WEST.
PARCEL PROPOSED OWNER MAINTAINED BY PROPOSED USE
PARCEL 1 BEX DEVELOPMENT BEX DEVELOPMENT
MEDIUM DENSITY
RESIDENTIAL
PARCEL 2 BEX DEVELOPMENT BEX DEVELOPMENT
WATER QUALITY FACILITY
FOR MEDIUM DENSITY
RESIDENTIAL
PARCEL 3 BEX DEVELOPMENT BEX DEVELOPMENT INDUSTRIAL PARK
PARCEL 4 BEX DEVELOPMENT BEX DEVELOPMENT INDUSTRIAL PARK
DSRSD DUBLIN SAN RAMON SERVICES DISTRICT
LEGEND:
GHAD GEOLOGIC HAZARD ABATEMENT DISTRICT
SDE PUBLIC STORM DRAIN EASEMENT
ESMT EASEMENT
SDO STORM DRAIN OPEN SPACE
Exhibit A
PARCEL 3 PARCEL 1
PARCEL 4 103
PARCEL 2
8"W
8"
W
8"W
8"
W
8"
W
8"W
8"
W
8"W
8"W
8"
W
8"W8"W
8"
W
8"W
8"
W
8"
W
8"W
8"
W
427
425
428
426
PARCEL QQ
546
545
544
STORM DRAIN SYSTEM
IN PARKING LOT CONVEYS
UNTREATED DRAINAGE TO
BIORETENTION BASIN
FOR TREATMENT.
DRAINAGE OUTLETS AT
FINISH GRADE OF BASIN
OVERFLOW RISER CONVEYS
TREATED FLOWS TO
STORM DRAIN SYSTEM IN
COLLIER CANYON ROAD
RIGHT-OF WAY
INSTALL STORM DRAIN
IN COLLIER CANYON ROAD
RIGHT-OF-WAY
STORM DRAIN LINE CONVEYS
TREATED DRAINAGE TO
CROAK ROAD, TO BENEFIT
ALL PROPERTIES SOUTH
OF DUBLIN BLVD.
EASEMENTS BETWEEN ALL
OWNERS WILL BE COORDINATED
STORM DRAIN SYSTEM IN PARKING LOT
CONVEYS UNTREATED DRAINAGE TO
BIORETENTION BASIN FOR TREATMENT.
DRAINAGE OUTLETS AT FINISH GRADE OF BASIN
OVER FLOW RISER
IN BASIN CONVERYS
STORM DRAINAGE TO
SDO LINE IN
STORM DRAIN EASEMENT
FUTURE WATER
CONNECTION FOR
RESIDENTIAL
FUTURE SEWER CONNECTION
FOR RESIDENTIAL.
(SEWER TO BE ROUTED
THROUGH PUBLIC STREETS
IN RIGHETTI PROPERTY.
PROPERTY OWNERS WILL
COORDINATE DEVELOPMENT)
FUTURE SECONDARY
WATER CONNECTION
FOR RESIDENTIAL.
(WATER TO BE ROUTED
THROUGH PUBLIC STREETS
IN RIGHETTI PROPERTY.
PROPERTY OWNERS WILL
COORDINATE DEVELOPMENT)
NOTES:
1.SITE PLAN AND UTILITY LAYOUT IN INDUSTRIAL PARK LAND
USE AREAS ARE CONCEPTUAL AND SUBJECT TO CHANGE WITH
SITE DEVELOPMENT REVIEW PROCESS. APPLICATION SHOWS SITE
PLAN FOR REFERENCE ONLY. NO IMPERVIOUS AREA IS PROPOSED
WITH THIS APPLICATION.
2.UTILITIES WITHIN DUBLIN BLVD TO BE DESIGNED AND
INSTALLED WITH DUBLN BLVD EXTENSION.
3. STORM DRAIN OPEN SPACE (SDO) INDICATES A STORM
DRAIN LINE THAT CONVEYS STORMWATER FROM UNDEVELOPED
AREAS NOT REQUIRING C3 TREATMENT, OR TREATED
DRAINAGE FROM STORMWATER QUALITY AREAS.
NOTES:
FUTURE VESTING TENTATIVE TRACT MAP
TO SUBDIVIDE PARCEL 1
WILL DETAIL UTILITY LAYOUT
IN RESIDENTIAL LAND USE AREA
46' SDE AND DSRSD EASEMENT
FOR SHARED USE BETWEEN USERS
INLET CONVEYS
DRAINAGE FROM
DITCH IN BENCH
TO SDO LINE
STORM DRAIN WITHIN
PUBLIC STREETS TO
COLLECT DRAINAGE
AND CONVEY TO OUTLET
AT BIORETENTION BASINS
FOR TREATMENT.
OUTLETS DESIGNED
TO BUBBLE UP 1'
8"SS
6"SS6"SS
8"SS
8"
S
S
8"SS 6"
S
S
6"SS
6"SS
8"
S
S
15"SD15"SD
48
"
S
D
15"SD 15"
S
D
1
5
"
S
D
15"SD
15"SD15"SD15"SD
1
5
"
S
D
15"SD
15"SD15"SD15"SD15"SD
15
"
S
D
30"SDO
15
"
S
D
15"SD
15"SD15"SD
15"
S
D
15"SD
15"SD
15
"
S
D
15
"
S
D
15"
S
D
15
"
S
D
15
"
S
D
15"SD
15
"
S
D
15"SD
15
"
S
D
15
"
S
D
24
"
S
D
15
"
S
D
O
15
"
S
D
O
15"SDO
15"SD
EX. SPRINT FIBER OPTIC LINE (TO BE
RELOCATED TO PRIMARY JOINT TRENCH LINE
ALONG DUBLIN BLVD
STORM DRAIN SYSTEM
CONNECTS TO ULTIMATE STORM
DRAIN IN DUBLIN BLVD
DIVERSION STRUCTURE
DIVERTS HIGH FLOWS
TO STORM DRAIN SYSTEM
BYPASSING BASIN
48
"
S
D
48
"
S
D
48
"
S
D
15"SD
48"SD
OVERSIZED PIPE IN PARKING LOT
METERS FLOWS TO BASIN
FOR HYDROMODIFICATION.
MAINTAINED BY COMMERCIAL
OWNER/OWNER'S ASSOCIATION.
OVERSIZED PIPE IN PARKING LOT
METERS FLOWS TO BASIN
FOR HYDROMODIFICATION.
MAINTAINED BY COMMERCIAL
OWNER/OWNER'S ASSOCIATION.
DIVERSION STRUCTURE
DIVERTS HIGH FLOWS
TO STORM DRAIN SYSTEM
BYPASSING BASIN
DIVERSION STRUCTURE
DIVERTS HIGH FLOWS
TO STORM DRAIN SYSTEM
BYPASSING BASIN
OVERSIZED PIPE IN
FUTURE PUBLIC STREET
METERS FLOWS TO BASIN
FOR HYDROMODIFICATION
FOR RESIDENTIAL.
MAINTAINED BY HOME
OWNER'S ASSOCIATION.
30"SD
15
"
S
D
24"SD
CONNECT TO
12" ZONE 2
WATER LINE
IN DUBLIN BLVD
CONNECT TO
SEWER MAINLINE
IN DUBLIN BLVD
12"SS INV. 386.5 +/-
CLEAR SIGHT TRIANGLE PER
HIGHWAY DESIGN MANUAL
CLEAR SIGHT TRIANGLE PER
HIGHWAY DESIGN MANUAL
15"SD 15"SD
15"SD
15"
S
D
15"SD
1
5
"
S
D
15"SD
15
"
S
D
8"
S
S
8"W
8"W 8"W
8"
W
8"W
8"
W
8"W
15"SD
SW
Q
SW
Q
SW
Q
15
'
S
S
E
15' SSE FOR SHARED SEWER
MAIN ALONG COMMON
PROPERTY LINE, TO BE
PROVIDED BY TOWN AND
COUNTY, LLC.
21
PARCEL A
22
24
25
20
26
23
19
16
14
15
18
17
PARCEL B
8
13
11
10
12
9
PARCEL G
PARCEL I
PARCEL H
PARCEL TT
PARCEL UU
PARCEL P
416
395
PARCEL YPARCEL Z
394 393397
PARCEL GG
409
396
451
471
404405
406 403
402
399
PARCEL OO
468
392
PARCEL PPPARCEL NN
454
PARCEL KK
PARCEL HH
434
415
441
PARCEL JJ
437
453
472
427
PARCEL FF
425
PARCEL AA
447
408
470
464
450
467
PARCEL LL
473
439
446
458
PARCEL MM
448
445
452
436
407
438
444
433
449
PARCEL II
440
422
420
459
PARCEL EE
412
465
455
429
PARCEL BB
469
411
430
428
PARCEL CC
418
413
421
PARCEL DD
432
443
442
426
435
423
417
424
462
431
460
461
456
414
400
398
401
463
457
466
410
PARCEL QQ
PARCEL RR
PARCEL Q
PARCEL U
542
503
502
501
500
499
498
519
518
517
516
515
514
513
512PARCEL R
511
510
509
508
507
491
480
479
478
477
476
475
481
546
496
495
494
493
492
497
504
506
483
484
485
486
487
488
489
482
505490474
545
544
543 541 540
419
SANITARY SEWER SYSTEM (BY OTHERS)
SANITARY SEWER SYSTEM (PROPOSED)
EX STORM DRAIN SYSTEM
STORM DRAIN SYSTEM (BY OTHERS)
STORM DRAIN SYSTEM (PROPOSED)
OPEN SPACE STORM DRAIN SYSTEM (BY OTHERS)
OPEN SPACE STORM DRAIN SYSTEM (PROPOSED)
POTABLE WATER SYSTEM (BY OTHERS)
POTABLE WATER SYSTEM (PROPOSED)
RECYCLED WATER SYSTEM (BY OTHERS)
RECYCLED WATER SYSTEM (PROPOSED)
LEGEND
ULTIMATE
12" WATER (ZONE 2) BY OTHERS
(W/ DUBLIN BLVD EXTENSION)
SWQ
SW
Q
SWQ
12" WATER (ZONE 2) BY
EAST RANCH DEVELOPER
STUBBED AT END OF
THEIR FRONTAGE
ZO
N
E
2
W
A
T
E
R
ULTIMATE 18" SS BY OTHERS
(W/ DUBLIN BLVD EXTENSION)
ULTIMATE 48" SD BY OTHERS
(W/ DUBLIN BLVD EXTENSION)
PARCEL 3
PARCEL 1
PARCEL 4 103
PARCEL 2
PARCEL 3
PARCEL 4 103
PARCEL 1
PARCEL 2
PARCEL 5
APPROXIMATE TERMINATION OF ULTIMATE
12" WATER (ZONE 1) BY OTHERS
(W/ DUBLIN BLVD EXTENSION)
ULTIMATE
10" RECYCLED WATER BY OTHERS
(W/ DUBLIN BLVD EXTENSION)
SW
Q
SW
Q
SW
Q
STORM DRAIN IN COLLIER
CANYON ROAD INSTALLED
TO BENIFIT ALL PROPETY
OWNERS TO CROAK ROAD
STORM DRAIN IN UTILITY
EASEMENT
STORM DRAIN IN UTILITY
EASEMENT
DRAINAGE OF INDUSTRIAL SITE
TO BE DISCHARGED TO BIORETENTION
BASINS ALONG DUBLIN BLVD FOR
TREATMENT PER PROVISION C.3.
DRAINAGE OF INDUSTRIAL SITE
TO BE DISCHARGED TO BIORETENTION
BASIN ALONG COLLIER CANYON ROAD FOR
TREATMENT PER PROVISION C.3.
PROPERTY OWNER TO ACQUIRE UTILITY
EASEMENTS ACROSS RIGHETTI AND GH PACVEST
PARCELS FOR STORM DRAIN SYSTEM
AND OVERLAND RELEASE.
INDUSTRIAL SITE
SEWER CONNECTS
TO TRUNK LINE IN
DUBLIN BLVD.
INDUSTRIAL SITE
SEWER CONNECTS
TO TRUNK LINE IN
DUBLIN BLVD.TREATED STORM DRAINAGE FROM
INDUSTRIAL SITE FLOWS TO
STORM DRAIN TO BE INSTALLED
IN COLLIER CANYON ROAD
RIGHT-OF-WAY
STORM DRAIN CONNECTION TO BE EXTENDED
WEST IN CROAK RD ROW TO ULTIMATE
DISCHARGE POINT AT FALLON ROAD
FUTURE 12" WATER (ZONE 2) BY
OTHERS EXTENDED TO DUBLIN
BLVD
PERMANENT SEWER IN
CROAK ROAD TO BE
INSTALLED BY OTHERS
CONNECT RIGHETTI
AND BRANAUGH
RESIDENTIAL SEWER
TO CENTRAL PARKWAY
TREATED STORM DRAINAGE
FOR RESIDENTIAL SITE TO
BE PIPED THROUGH SDE ON
INDUSTRIAL SITE TO
DUBLIN BLVD.
TREATED STORM DRAINAGE
FROM INDUSTRIAL AND
RESIDENTIAL SITES FLOW
TO STORM DRAIN SYSTEM
IN DUBLIN BLVD
CONNECT ZONE 2 WATER
TO CENTRAL PARKWAY
FOR LOOPED SERVICE
TO RIGHETTI AND
BRANAUGH PROPERTY
DRAINAGE OF RESIDENTIAL
SITE TO BE DISCHARGED TO
BIORETENTION BASINS SOUTH
OF FUTURE PUBLIC STREET FOR
TREATMENT PER PROVISION C.3.
SEWER IN RESIDENTIAL SITE
TO FLOW THROUGH RIGHETTI
RESIDENTIAL SITE TO
CENTRAL PARKWAY IN FUTURE
PUBLIC STREET RIGHT-OF-WAY
CONNECT ZONE 2 WATER
TO CENTRAL PARKWAY
FOR LOOPED SERVICE
TO RIGHETTI AND
BRANAUGH PROPERTY
NOTE: DESIGN OF UTILITIES,
LOTTING AND DRAINAGE FOR
RESIDENTIAL SITE WILL BE
INCLUDED IN A
SUBSEQUENT SMALL LOT
VESTING TENTATIVE MAP
EX
I
S
T
I
N
G
1
2
"
Z
O
N
E
2
W
A
T
E
R
EX
I
S
T
I
N
G
1
0
"
R
E
C
Y
C
L
E
D
W
A
T
E
R
FU
T
U
R
E
P
U
B
L
I
C
S
T
R
E
E
T
SOUTHERN INDUSTRIAL SITE
CONNECTS TO 12" WATER (ZONE 2)
IN DUBLIN BLVD.
NORTHERN INDUSTRIAL SITE
CONNECTS TO 12" WATER (ZONE 2)
IN DUBLIN BLVD.
STORM DRAIN PROPOSED
BY EAST RANCH
SW
Q
FOR REFERENCE ONLY
CONNECT TO EX 96" SD
(CONNECTION TO BOX
CULVERT AND 96" SD
INSTALLED AS PART OF
DUBLIN BLVD IMPROVEMENTS)
EX 6'x5' DOUBLE BOX CULVERTS
UNDER EX. FALLON RD.
8'x9' BOX CULVERT
CONNECTION BETWEEN
G3 & EX. 6'x5'
EX 84" CULVERT
E
X
G
3
C
U
L
V
E
R
T
96" SD
SEE CONTINUATION ABOVE RIGHT
SEE CONTINUATION BELOW LEFT
PARCEL P
405
406
PARCEL NN
427
PARCEL FF
425
408
464
458
PARCEL MM
407
459
465
429
PARCEL BB
430
428
PARCEL CC
426 423
424
462
460
461
463
PARCEL QQ
480
479
478
477
476
475
481
546
474
545
544
543
PARCEL 3 PARCEL 1
PARCEL 4 103
PARCEL 2
PARCEL 3PARCEL 4 103 PARCEL 1
PARCEL 2 PARCEL 5
SW
Q
SW
Q
SW
Q
SW
Q
SW
Q
SW
Q
SW
Q
SW
Q
SW
Q
40
0
41
0
43
0
44
0
45
0
520
510
500
490
44
0
42
0
43
0
40
0
39
0
380
370
430
440
480
470 490500
570
560
550
580
540
530
53
052051
050
049
0480470
460450
390
400 410
38
0
37
0
38
0
39
0
41
0
40
8
41
0
42
0
41
8
42
0
41
8
440
45
0
46
0
47
0
48
0
45
0
46
0
47
0
48
0
47
0
46
8
47
2
46
0
47
0
48
0
49
0
50
0
ABBCC
S
R
PO
N
M
M
L
K
G
H
J W
X
Y
T
V
U
F
I
D
E
Q
W
Y
Z
J-DITCH ALONG PL
CAPTURES DRAINAGE
LIMIT OF GRADING
AT PROPERTY LINE J-DITCH ALONG PL
CAPTURES DRAINAGE
CONFORM GRADING
AT EXISTING
ACCESS EASEMENT
CONFORM GRADING
AT COLLIER CANYON ROAD
CONFORM GRADING
AT COLLIER CANYON ROAD
DAYLIGHT GRADING ONTO
ADJACENT PROPERTY. OWNER TO OBTAIN
GRADING PERMISSION AND GRADING EASEMENT.
GRADING PERMIT TO BE OBTAINED FROM COUNTY
FUTURE ENTRANCE
INTO INDUSTRIAL
DEVELOPMENT
FUTURE ENTRANCE
INTO INDUSTRIAL
DEVELOPMENT
6' BENCHES EVERY
30' VERTICALLY
MATCH GRADES AT
CENTRAL PARKWAY
DAYLIGHT GRADING ONTO
ADJACENT PROPERTY. OWNER TO OBTAIN
GRADING PERMISSION AND GRADING EASEMENT.
GRADING PERMIT TO BE OBTAINED FROM COUNTY
DAYLIGHT GRADING ONTO
ADJACENT PROPERTY. OWNER TO OBTAIN
GRADING PERMISSION AND GRADING EASEMENT.
GRADING PERMIT TO BE OBTAINED FROM COUNTY
GRADING OF DUBLIN BLVD
ROAD SUBGRADE TO ASSIST
CITY IN CONSTRUCTION
OF FUTURE ROADWAY
4.3' HIGH SLOPE
BANK BETWEEN PADS
20' MAINTENANCE
BENCH
MATCH GRADES WITH
CROAK PROPERTY
CITY OF
DUBLIN LIMIT
NOTES:
1. MASS GRADING TO OCCUR OVER BRANAUGH, RIGHETTI, AND MONTE VISTA
PROPERTIES IN ONE OPERATION TO BALANCE DIRT PRIOR TO CONSTRUCTION OF
DUBLIN BLVD AND FOR FUTURE DEVELOPEMENT. FUTURE DEVELOPMENT WILL
BALANCE WITHIN EACH "SUPER PAD" SHOWN HERE. "SUPER PADS" DESIGNED AT
SLOPES SHOWN TO ACCOMODATE A WIDE VARIETY OF TYPES OF FUTURE
DEVELOPMENT AND ALLOW FOR ADA ACCESS WITHIN THEM.
2. TEMPORARY DRAINAGE SOLUTION WILL BE REQUIRED FOR RUNOFF COLLECTED
IN J-DITCHES. DESIGN WILL BE DETERMINED IN FINAL DESIGN, BUT MAY
INCLUDE TEMPORARY SETTLEMENT AND/OR DETENTION BASINS AT THE LOCATIONS
OF THE STORMWATER QUALITY BASINS BEFORE IMPERVIOUS AREA IS CREATED.
PARCEL 3PARCEL 4 103 PARCEL 1
PARCEL 2 PARCEL 5
3:
1
3:
1
3
:
1
2:1 2:1
2:1 2:1
2:1
6%
2.5%
2.5%
2.5%
2.5%
2.5%
2.5%
2.5%
2:1
2:1
3
.
4
%
2
:
1
2:1
3:
1
3:
1
3:1
2.5%
2.5%
2.5%
3:1
3:1
3:1
3
:
1
1
.
1
%
6%
2
:
1
2
:
1
GRADING AND TEMPORARY CONSTRUCTION EASEMENT LIMITS
GRADING AND TEMPORARY CONSTRUCTION EASEMENT LIMITS
5.
5
%
5
.
3
%
ESTIMATED GRADING QUANTITIES
CUT (CY)FILL (CY)NET (CY)
RIGHETTI 755,352 389,790 365,562 (CUT)
BRANAUGH 499,704 704,848 205,144 (FILL)
MONTE VISTA 1,236 168,164 166,928 (FILL)
TOTAL 1,256,292 1,262,802 6,510 (FILL)
SW
Q
W
LEGEND:
OVERLAND RELEASE
3:1
20'
EX GROUND
PAD
2:1
3:1 MA
X12'
ACCESS
ROAD
PL
FENCE
BNDY / CITY LIMITS 172'± MAX
GRADING EASEMENT 5'
SECTION A
NTS
2.5%
SECTION B
NTS
DAYLIGHT
DAYLIGHT
EX GROUND
160'± MAX
GRADING EASEMENT
1' OVERBUILD
BNDY / CITY LIMITS
5'
2.5%
SECTION C
NTS
DAYLIGHT
EX GROUND
60'± MAX
GRADING EASEMENT
1' OVERBUILD
BNDY /
CITY LIMITS
20'3:1
SECTION D
NTS
DAYLIGHT
EX GROUND
STORM WATER QUALITY BASIN
25'± MAX
GRADING
EASEMENT
5'
3:1
3:1
3:1
2.5%
BNDY
2' OVERBUILD
SWQ BASIN
VARIES 23'± - 34'±
3:1
3:1
2.5%BNDY
2' OVERBUILD
SWQ BASIN
40'± - 43'±
BNDY2' OVERBUILD
3:1
2.5%
BNDY
2' OVERBUILD
SWQ BASIN
3:1
3:1
3:1
2.5%
BNDY /
CITY LIMIT
SWQ BASIN
21'± - 41'±
SEE NOTE
EX GROUND
EX GROUND
EX GROUND
EX GROUND
EX GROUND
SECTION E
NTS
SECTION G
NTS
SECTION H
NTS
SECTION I
NTS
SECTION J
NTS
DAYLIGHT
1' OVERBUILD
BNDY
2:1
J-DITCH
SEE DETAIL SHEET 6
2.5%
SECTION K
NTS
SECTION L
NTS
DAYLIGHT
EX GROUND
BNDY
3:1
1' OVERBUILD
BNDY 1' OVERBUILD
EX GROUND
DAYLIGHT 3:1
2.5%
SECTION M
NTS
DAYLIGHT
1' OVERBUILD
BNDY
2:1
J-DITCH SEE DETAIL SHEET 6
SECTION N
NTS
EX GROUND
EX GROUND
DAYLIGHT
1' OVERBUILD
BNDY
2:1
SECTION O
NTS
EX GROUND
3:1
3:1
SUPER PADSWQ BASIN VARIES3' OVERBUILD
30
'
M
A
X
SECTION T
NTS
2:1
6'
5%
30
'
M
A
X
2:1
5%
6'
2:1
30
'
M
A
X
2.5%
3:13:1
2' BERM
SWQ BASINSWQ BASIN
PL
SECTION F
NTS
VARIES
10'± -
47'±
SWQ BASIN
RESIDENTIAL
4'4'
NATIVE GROUND
WITH HYDROSEED
COMPACTED
GRAVEL
CONCRETE V-DITCH
PER CITY STD. CD-418
INDUSTRIAL
INDUSTRIAL
BNDY /
CITY LIMITS
48' SEE NOTE 1 48'±MIN - 57'± MAX
5'± MIN
21'± MAX
CITY
LIMIT
48' SEE NOTE 1
CITY
LIMIT
51'± MIN - 58'± MAX
5'± -
12'±
51'± MAX/MIN
31'±
3'± - 25'±
64'± MIN- 81'± MAX
GC / CO
19'± - 48'±
INDUSTRIAL
50'±GC/CO
11'± - 68'±
RESIDENTIAL
SUPER PAD
3'± - 65'±
3'± - 40'±
2:1
2:1
2:1
2:1
PAD
PAD
PAD
PAD
PARK
BNDY
BNDY
BNDY
BNDY
5'
L/S
8'
S/W
3'
PSE
1' OVERBUILD
5'
L/S
8'
S/W3'1' OVERBUILD
1' OVERBUILD
EX GROUND
EX GROUND
EX GROUND
EX GROUND
3:1
SECTION P
NTS
SECTION Q
NTS
SECTION R
NTS
SECTION S
NTS
1' OVERBUILD
DAYLIGHT
DAYLIGHT
CONFORM TO EX PAVEMENT
CONFORM TO EX PAVEMENT
1'± - 24'±
20'
PARCEL 2
2'
PL
INDUSTRIAL
56'
FUTURE
PUBLIC
STREET
RESIDENTIAL
PARCEL 1
2'
ROW
ROW/APA
LINE
NOTE:
1.DEDICATION OF ROW TO VALLEY LINK WILL BE MADE
BY SEPARATE INSTRUMENT ONCE FINAL REQUIRED ROW
IS DETERMINED.
2.OWNER WOULD LIKE TO OBTAIN REMAINING PORTION OF
COLLIER CANYON ROAD FOR USE AS UTILITY CORRIDOR
AND STORM WATER QUALITY BASIN IF IT IS NO
LONGER REQUIRED FOR ACCESS
RESIDENTIAL
SUPER PAD
1'± - 6'±
6'±
15'± - 47'±
10' EX CALTRANS/SPRINT
UTILITY ESMT
10' SDE
CONCRETE V-DITCH
PER CITY STD. CD-418
20'
12'
ACCESS
ROAD
PL
FENCE4'4'
1' OVERBUILD
NOTE:
1.DEDICATION OF ROW TO VALLEY LINK WILL BE MADE
BY SEPARATE INSTRUMENT ONCE FINAL REQUIRED ROW
IS DETERMINED.
2.OWNER WOULD LIKE TO OBTAIN REMAINING PORTION OF
COLLIER CANYON ROAD FOR USE AS UTILITY CORRIDOR
AND STORM WATER QUALITY BASIN IF IT IS NO
LONGER REQUIRED FOR ACCESS
NOTE: DEDICATION OF ROW TO
VALLEY LINK WILL BE MADE BY
SEPARATE INSTRUMENT ONCE FINAL
REQUIRED ROW IS DETERMINED.
2.5%2.5%
3:13:1
52'
SECTION Y
NTS
VARIES VARIES
3:1
2.5%
SWQ BASIN
SECTION X
NTS
3:13:1
2' BERM
SWQ BASINSWQ BASIN
BNDY
SECTION U
NTS
1' OVERBUILDBNDY
3:1
SECTION V
NTS
2:1
2:1
3:1
18' SWQ
BASIN
1' OVERBUILD
30
'
M
A
X
6'
5%
2.5%
30
'
M
A
X
J-DITCH
NTS
2:1
M
A
X
2%
2.5'1.5'3"
4'FL
6"
6"
2'
4"
MI
N
1
1 1
1
1'
1'
6"X6"X10 GA MESH
1%
1%
27'± - 41'± SWQ BASIN
3:1
10'
PSE
3:1
16'
SIDEWALK
8'
L/S90'
8'
L/S
8'
S/W
10'
PSE
2.5%
EX GROUND
2.5%
130'
SECTION W
NTS
12' CLASS 1 TRAIL
WITH 2' SHOULDERS
ROW ROW INDUSTRIAL
35'± - 42'±
FUTURE ENTRANCE ROAD
20'
SUPER PAD
56'
FUTURE
PUBLIC
STREET
RESIDENTIAL
2'
ROW
ROW/APA
LINEPL
CONCRETE V-DITCH
PER CITY STD. CD-418
2' OVERBUILD
PARCEL 3 PARCEL 1
PARCEL 4 103
PARCEL 2
405
406
PARCEL NN
427
PARCEL FF
425
408
464
458
PARCEL MM
407
459
465
429
PARCEL BB
430
428
PARCEL CC
426 423
424
462
460
461
401
463
PARCEL QQ
475
546
488
489474
STRAW WATTLES
TO BE PLACED AT
EDGE OF PAVEMENT
SILT FENCING TO BE
INSTALLED AT
TOP OF SLOPE,
BOTTOM OF SLOPE
AND EVERY 10' VERTICALLY
SILT FENCING TO BE
INSTALLED AT
TOP OF SLOPE,
BOTTOM OF SLOPE
AND EVERY 10' VERTICALLY
CONSTRUCTION
ENTRANCE CONSTRUCTION
ENTRANCE
CONSTRUCTION
ENTRANCE
SILT FENCING TO BE
INSTALLED AT
TOP OF SLOPE,
BOTTOM OF SLOPE
AND EVERY 10' VERTICALLY
SILT FENCING TO BE
INSTALLED AT
TOP OF SLOPE,
BOTTOM OF SLOPE
AND EVERY 10' VERTICALLY
SILT FENCING TO BE
INSTALLED AT
TOP OF SLOPE,
BOTTOM OF SLOPE
AND EVERY 10' VERTICALLY
SILT FENCING TO BE
INSTALLED AT
TOP OF SLOPE,
BOTTOM OF SLOPE
AND EVERY 10' VERTICALLY
SWQ BASINS TO BE USED
AS TEMPORARY SEDIMENT
BASINS (SEE DETAIL BELOW)
SWQ BASIN TO BE USED
AS TEMPORARY SEDIMENT
BASIN (SEE DETAIL BELOW)
SWQ BASIN TO BE USED
AS TEMPORARY SEDIMENT
BASIN (SEE DETAIL BELOW)
SILT FENCING TO BE
INSTALLED AT
TOP OF SLOPE,
BOTTOM OF SLOPE
AND EVERY 10' VERTICALLY
SWQ BASIN TO BE USED
AS TEMPORARY SEDIMENT
BASIN (SEE DETAIL BELOW)
LEGEND
STRAW WATTLES
HYDROSEED (APPROXIMATE LIMITS)
GRAVEL CONSTRUCTION ENTRANCE
CATCH BASIN SEDIMENT BARRIER
PERIMETER SILT FENCE
WATER
FERTILIZER (20-20-10)
R BINDER
WOOD FIBER MULCH
SEED
MATERIAL
TOTAL
SEED VARIETY LBS. PER ACRE
ROSE CLOVER 8
CAL POPPY 4
BLUE LUPINE 6
75
LBS/AC. (SLOPE MEASURE.)
2,000 LBS
75 LBS
60 LBS
400 LBS
AS NEEDED FOR APPLICATION
PRELIMINARY HYDROSEED MIX:
REGREEN 36
ZORRO 6
BLANDO 15
THE EROSION CONTROL MATERIALS SHALL BE MIXED AND APPLIED IN APPROXIMATELY THE
FOLLOWING PROPORTIONS:
DEP
T
H
3"-
4
"
SPAC
I
N
G
3' -
4
'
3"-
4
"
SPAC
I
N
G
3' -
4
'
DEP
T
H
8'-1
0
'
D
I
A
.
BIO-
D
E
G
R
A
D
E
F
I
B
E
R
S
STUF
F
E
D
I
N
A
B
I
O
-
DEGR
A
D
A
B
L
E
(
N
O
N
-
P
L
A
S
T
I
C
)
CALI
F
O
R
N
I
A
S
T
R
A
W
W
O
R
K
S
OPEN
N
E
T
NOTES:
DRAINAGE DIRECTION
PARCEL 3 PARCEL 1
PARCEL 4 103
PARCEL 2
DMA 3 DMA 2
DMA 1
SWQ 3
SWQ 2
SWQ 1
STORM DRAIN OUTFALL TO SWQ 3 AT
BOTTOM OF SLOPE FROM STORM DRAIN
SYSTEM IN PARKING LOT ABOVE
STORM DRAIN OUTFALL TO SWQ 2 AT
BOTTOM OF SLOPE FROM STORM DRAIN
SYSTEM IN PARKING LOT ABOVE
OVERFLOW RISER TAKES DRAINAGE TO SDO SYSTEM
OVERFLOW RISER TAKES DRAINAGE TO SDO SYSTEM
STORM DRAIN OUTFALL TO SWQ 2 AT
BOTTOM OF SLOPE FROM STORM DRAIN
SYSTEM IN PARKING LOT ABOVE
CHECK DAM AND SPILLWAY (TYP)
OVERFLOW RISER TAKES DRAINAGE TO SDO SYSTEM
SWQ 1
DRAINAGE FROM RESIDENTIAL SITE ENTERS SWQ
1 THROUGH STORM DRAIN OUTFALLS AT BOTTOM
OF SLOPE FROM STORM DRAIN SYSTEM IN
PUBLIC STREETS ABOVE
SDO
D
U
B
L
I
N
B
L
V
D
CO
L
L
I
E
R
C
A
N
Y
O
N
R
O
A
D
IN
T
E
R
S
T
A
T
E
5
8
0
TREATED RUNOFF DISCHARGES TO
CITY SD SYSTEM IN DUBLIN BLVD
SWQ 2
4" PVC PERFORATED
SUBDRAIN
CLASS 2 PERMEABLE MATERIAL
OVERFLOW RISER
TYPICAL BIO-RETENTION BASIN SECTION
NTS
3:1
M
A
X
3:1 MA
X
NATIVE SOIL BIOTREATMENT SOIL MIX WITH
INFILTRATION RATE
OF 5 IN/HR MIN
SWQ 1 - OVERFLOW RISER DETAIL
NTS
BIORETENTION CELL
3:1
BIORETENTION CELL
3:1
SD PIPE
RIP RAP APRON
NATIVE MATERIALDRAIN
GRATE
NOTES:
1.THE CALCULATIONS SHOWN IN TABLE HEREON ARE BASED ON ALAMEDA COUNTY CLEAN WATER PROGRAM, C.3
STORMWATER TECHNICAL GUIDANCE SEPTEMBER 2019.
2.RAINFALL INTENSITY = 0.2 IN/HR
3.BIORETENTION SOIL MIX TO HAVE A MINIMUM 5 IN/HR INFILTRATION RATE
4.THE PRELIMINARY BASIN SIZING IS BASED ON A SIZING CRITERIA OF (0.2 IN/HR)/(5 IN/HR)=0.04 (4%)
5.EACH SITE WILL COMPLY WITH THE C.10 TRASH CAPTURE PROVISION OF THE MMRP.
6.MAINTENANCE ACCESS TO BIORETENTION BASINS WILL BE FROM ADJACENT STREETS DOWN 3:1 SIDE SLOPES.
IF FENCES ARE PROVIDED AROUND BIORETENTION BASINS, GATES OR GAPS WILL NEED TO BE PROVIDED.
7.DUBLIN BLVD TO PROVIDE TREATMENT FOR ITSELF WITHIN THE PROPOSED ROW.
8.THE IMPERVIOUS AREA NOTED ABOVE IS ESTIMATED FOR FUTURE USES TO SIZE THE BASINS. NO IMPERVIOUS
AREA IS PROPOSED WITH THIS APPLICATION.
DRAINAGE MANAGEMENT AREA
STORMWATER QUALITY BASIN
LIMITS OF DRAINAGE MANAGEMENT AREAS
STORM DRAIN OPEN SPACE (SDO)
CONVEYS: HIGH FLOW BYPASS FOR DEVELOPED FLOWS AND
TREATED BIORETENTION BASIN OUTFLOWS
DMA
SWQ
DMA
IMPERVIOUS
RATIO
IMPERVIOUS
AREA (SF)
TOTAL AREA
(SF)
TREATMENT
AREA
REQUIRED (SF)
TREATMENT AREA
PROVIDED (SF)
1 0.65 297,083 457,050 11,883 12,238
2 0.8 498,750 623,437 19,950 20,023
3 0.8 263,082 328,853 10,523 10,713
FOR REFERENCE ONLY
PARCEL 3 PARCEL 1
PARCEL 4 103
PARCEL 2
FUTURE VESTING TENTATIVE MAP
OF RESIDENTIAL PARCEL TO
DETAIL FIRE ACCESS,
MAINTENANCE BENCHES,
WILDFIRE BUFFER LOTS
AND FIRE HYDRANT LOCATIONS
427
425
428
426
462
460
461
463
PARCEL QQ
546
545
544
CITY OF DUBLIN
LIMITS
FUTURE ACCESS FOR RESIDENTIAL PARCEL
LEGEND:
FIRE DEPARTMENT ACCESS ROUTE
CITY LIMITS
FIRE HYDRANT
NOTES:
1. SITE PLAN SHOWN IS CONCEPTUAL AND SUBJECT TO CHANGE
WITH APPROVAL OF A SITE DEVELOPMENT REVIEW PACKAGE.
APPLICATION SHOWS SITE PLAN FOR REFERENCE ONLY. NO
IMPERVIOUS AREA IS PROPOSED WITH THIS APPLICATION.