Oakley City Council
March 10, 2026

AGENDA

REGULAR JOINT MEETING OF THE OAKLEY CITY COUNCIL/OAKLEY CITY COUNCIL

ACTING AS THE SUCCESSOR AGENCY TO THE OAKLEY REDEVELOPMENT

AGENCY/OAKLEY PUBLIC FINANCING AUTHORITY
Tuesday, March 10, 2026
6:30 PM
Oakley City Council Chambers located at 3231 Main Street, Oakley, California 94561.

Unless stated otherwise on the agenda, every item on the agenda is exempt from CEQA Guidelines Sections 15060(c), 15061(b)(3), 15273, 15378, 15301, 15323 and/or Public Resources Code Section 21065.

MISSION STATEMENT: The City of Oakley will create a resilient future that fosters and attracts a vibrant and evolving community that welcomes and values all people.

VISION STATEMENT: The City of Oakley celebrates our unique Delta lifestyle and small-town feel where we Live in a safe, dynamic community, Work together to build the future, and Play in our own backyard.

Agendas are posted in Oakley at Oakley City Hall-3231 Main Street, outside the gym at Delta Vista Middle School-4901 Frank Hengel Way and outside the Library at Freedom High School-1050 Neroly Road. Agendas are also posted on the City's Internet Website www.oakleyca.gov.

A complete packet of information containing staff reports and exhibits related to each item is available for public review prior to an Oakley City Council and/or City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority meeting at Oakley City Hall, 3231 Main Street, Oakley, CA 94561. Any writings or documents provided to a majority of the Oakley City Council, Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency or Oakley Public Financing Authority regarding any item on this agenda will be made available for public inspection, during regular business hours, in the Main Lobby of Oakley City Hall.

Agendas may be picked up at Oakley City Hall for no charge. To request information regarding placement on the City's agenda e-mail distribution list, please contact us at (925) 625-7000.

We provide social media options to stay connected to City Hall through Facebook, X, Next Door and Instagram.

If you require special accommodation, please call the City Clerk's office at (925) 625-7000 before the meeting or contact City staff at the meeting.

Please keep cell phones/electronic devices turned off during the meeting. Please be 1 1. OPENING MATTERS

1.1 Call to Order and Roll Call

1.2 Pledge of Allegiance to the Flag

1.3 Proclamation Recognizing March as National Red Cross Month (Mike and Karen Lance)

1.4 Contra Costa Mosquito & Vector Control District to Update (Michael Krieg)

2. PUBLIC COMMENTS

3. COUNCILMEMBER COMMENTS

4. CONSENT CALENDAR

4.1 Approve Minutes from the Regular Meeting held February 24, 2026 (Kim Snodgrass, City Clerk)
advised that City Council meetings are video recorded and attendees may appear on video.

Information Regarding Public Comment
Members of the public may address the Council on items of interest that are within the City's jurisdiction. In compliance with State law, the council may not take action or have discussion on any item that is not specifically listed on the agenda. Public comment on items not listed on the agenda will be heard under the Public Comments section of the agenda. Public comments on items listed on the agenda will be heard as the Mayor calls the items. In compliance with State law, the Council may not take action on an item that is not specifically listed on the agenda. If you would like to speak on any agenda item, please fill out a public speaker card available in the lobby and submit it to the City Clerk seated in the Council Chamber prior to the agenda item being called. The Mayor will call you by name to the podium to hear your comment. PUBLIC COMMENTS ARE LIMITED TO THREE (3) MINUTES. Online public comments are accepted until 4 p.m. the day of the meeting and can be submitted at https://www.oakleyca.gov/publiccomment.

Oakley City Council/Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority
Proclamation
At this time, the public is permitted to address the Oakley City Council/Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority on non-agendized items.

Consent Calendar items are typically non-controversial in nature and are considered for approval by the Oakley City Council/ Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority with one single action. Members of the audience, Staff or the Oakley City Council/ Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority who would like an item removed from the Consent Calendar for purposes of public input may request the Mayor remove the item. The public may request to remove an item(s) to provide input by completing a public speaker card and submitting it to the City Clerk prior to the item(s) being called by the Mayor. 2 4.2 Adopt a Resolution Authorizing the City Manager to Execute a Professional Services Agreement with PCD Inc. for the Design, Installation and Support of a New Council Chambers Audio Visual System (Rob Barker, IT Manager)

4.3 Adopt a Resolution Approving the Agreement with AU ENERGY, LLC for “Agreement of Property Owner for Provision of Landscaping in the Public Right of Way” pursuant to Conditions of Approval in Resolution No. 76-21 for Emerson Ranch Commercial and Authorizing the City Manager to Execute the Agreement (Billilee Saengchalern, Public Works Director/City Engineer)

4.4 Adopt a Resolution Approving the Agreement with AU ENERGY, LLC (APN 037-192-038) for “Stormwater Management Facility Operations and Maintenance Agreement and Right of Entry” for DR 04-21 Emerson Ranch Commercial Project Located at 910 & 920 Cypress Road and Authorizing the City Manager to Execute the Agreement (Billilee Saengchalern, Public Works Director/City Engineer)

4.5 Approval of the Special Event Beverage Concessions Non-Profit Selection (Troy Faulk, Recreation Manager)

5. PUBLIC HEARINGS

5.1 Bridgehead Industrial Project (GPA 02-23, RZ 04-23, TM 10-23, DR 11-23, MSP 01-23, DA 2025-01) – Waive the First Readings and Introduce Two Ordinances and Adopt Three Resolutions Regarding an Application Requesting Approval of a General Plan Amendment, Rezone, Tentative Map, Design Review, Master Sign Program, and Development Agreement, including Certification of an Environmental Impact Report (Ken Strelo, Community Development Director)
California Environmental Quality Act (CEQA) Determination: certify an Environmental Impact Report for the Project.

Minutes
Staff Report

1. Proposed Resolution

2. Proposed Agreement
Staff Report

1. Resolution

2. Landscape Agreement
Staff Report

1. Resolution

2. Stormwater Agreement
Staff Report

1. Be Exceptional Proposal

2. East County All Star Fundraising Proposal

3. East County Diehards Proposal

4. Pillars of Hope Proposal

5. Rotary Club of Oakley Proposal
Staff Recommendation: 1) Receive the Staff Report, 2) Receive Questions from the Planning Commission, 3) Open the Public Hearing, 4) Receive Comments from 3 6. REGULAR CALENDAR

7. REPORTS

7.1 City Manager
(a) City Manager
(b) Business License Update

7.2 Oakley City Council / Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency
(a) Reports from Council Liaisons to Regional Committees, Commissions and Boards AND Oakley City Council/Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency
(b) Requests for Future Agendas

8. WORK SESSIONS

9. CLOSED SESSION
the Applicant, 5) Receive Public Testimony, 6) Close the Public Hearing, 7) Deliberate, 8) Summarize the Deliberation 9) Adopt the Resolution Staff Report

1. Vicinity Map

2. Notice of Public Hearing

3. Applicant's Project Description (dated March 25, 2025)

4. Applicant's Planned Unit Development (dated March 20, 2025, Revised February 9, 2026)

5. Applicant's Plans (date stamped received on July 22, 2024)

6. Applicant's Architectural Renderings

7. Fiscal and Economic Impact Analysis by EPS (dated October 3, 2025)

8. Letter of Withdrawal from Golden State Environmental Justice Alliance (date stamped received March 3, 2026)

9. Letter of Withdrawal from Advocates for the Environment (date stamped received March 3, 2026)

10. Planning Commission Resolution No 2-26 (EIR)

11. Planning Commission Resolution No. 3-26 (GPA, RZ, TM, DR, MSP, and DA)

12. Proposed Resolution (Certification of the Project EIR) 12a. Exhibit "A"- Bridgehead Industrial Project Mitigation Monitoring and Reporting Program

13. Proposed Resolution (GPA)
13a. Exhibit "A" - Existing and Proposed Land Use Designations

14. Proposed Ordinance (RZ)

15. Proposed Resolution (TM, DR, and MSP)
15a. Exhibit "A" - Bridgehead Industrial Project Mitigation Monitoring and Reporting Program

16. Proposed Ordinance (DA)
16a. Exhibit "A" - Proposed Development Agreement
(b) New Business Listing
4 10. ADJOURN
5 Proclamation
American Red Cross Month 2026
WHEREAS, March is American Red Cross month, when we recognize the compassion of people and renew our commitment to lend a helping hand to our neighbors in need; and WHEREAS, American Red Cross volunteers have stepped up to deliver relief and care across our country and around the world, bringing out the best of humanity in times of crisis as Clara Barton, founder of the American Red Cross, did over 140 years ago; and
WHEREAS, the volunteers, blood and platelet donors, and supporters shine a beacon of hope in people’s darkest hours —delivering shelter, food and comfort during disasters; providing critical blood donations for hospital patients; supporting service members, veterans and their families; saving lives with first aid, CPR, AED and other skills; or delivering international aid and reconnecting loved ones separated by global crises; and WHEREAS, with 1148 volunteers in Contra Costa County, the American Red Cross assisted or responded to 101 disasters, assisting 190 families; and through our Sound the Alarm program, the American Red Cross installed 778 smoke alarms, making 241 homes safer, and trained 425 students through the Youth Preparedness Programs; and WHEREAS, Contra Costa County residents donated 18,299 units of lifesaving blood; hosted 530 blood drives; and trained 12,164 citizens in first aid, CPR, AED, and aquatics; and provided 463 case services to military members and their families; and provided humanitarian aid internationally; and WHEREAS, this work to uplift our community is made possible by those who selflessly answer the call to help, whenever and wherever it is needed. We hereby recognize this month of March in honor of their remarkable service, and we ask everyone to join in their commitment to care for one another.

NOW, THEREFORE, BE IT RESOLVED, that I, Hugh Henderson, Mayor of the City of Oakley along with the members of the Oakley City Council do hereby declare March 2026 as Red Cross Month.

Dated: March 10, 2026
_____________________
Hugh Henderson, Mayor
6 MINUTES OF THE REGULAR JOINT MEETING OF THE OAKLEY CITY

COUNCIL/OAKLEY CITY COUNCIL ACTING AS THE SUCCESSOR AGENCY TO THE

OAKLEY REDEVELOPMENT AGENCY AND SPECIAL MEETING OF THE OAKLEY PUBLIC FINANCING AUTHORITY HELD FEBRUARY 24, 2026

1. OPENING MATTERS

1.1 Call to Order and Roll Call
The meeting was called to order at 6:30pm.

Councilmember Fuller, Councilmember Shaw, Councilmember Williams, and Mayor Henderson were present; Vice Mayor Meadows was absent.

1.2 Pledge of Allegiance to the Flag
Mayor Henderson led the Pledge of Allegiance to the Flag.

1.3 Ironhouse Sanitary District Update (Jean-Marc Petit, General Manager) Danea Gemmel provided the update on behalf of Jean-Marc Petit.

1.4 Proclamation Recognizing March as Prescription Drug Awareness Month (Danielle Aubin, Bay Area Community Resources Coalition Coordinator) The proclamation was read by the City Clerk and presented by Mayor Henderson to Danielle Aubin.

2. PUBLIC COMMENTS
A public comment was provided by Greg Garcia.

Online public comments were received by the following individuals and will be entered into the record: David Bonson, Noah Westberry, Jessica Jovan, Jaana Hansen, and George

3. COUNCILMEMBER COMMENTS
Councilmember Fuller provided comments.

4. CONSENT CALENDAR

4.1 Approve Minutes from the Regular Meeting held February 10, 2026 (Kim Snodgrass, City Clerk)
7 4.2 Ratify Election: Adopt Ordinance No. 2- 26 Authorizing the Levy of a Special Tax on Parcels of Land within Tax Area Zone 201 within the Oakley Special Police Tax Area for Police Protection Services for the Sandoval Minor Subdivision (MS 23-977) project located at 115 Malicoat Avenue (APN 033- 052-003-2) (Billilee Saengchalern, Public Works Director/City Engineer)

4.3 Annexation No. 49 (Sandoval Minor Subdivision (MS 23-977)) to the City of Oakley Community Facilities District No. 2015- 2 (Parks, Streetlight, Landscape, and Stormwater Services) (Billilee Saengchalern, Public Works Director/City Engineer)

4.4 Adopt a Resolution Accepting the work associated with Capital Improvement Project Number 333A – Fiscal Year 2025/26 Street Repair and Resurfacing Project (Billilee Saengchalern, Public Works Director/City Engineer)

4.5 Fiscal Year (FY) 2025/26 Second Quarter Report on the Capital Improvement Program (Billilee Saengchalern, Public Works Director/City Engineer) Councilmember Fuller pulled item 4.1
It was moved by Councilmember Williams and seconded by Councilmember Shaw to approve the remainder of the Consent Calendar. AYES: Fuller, Shaw, Williams, Henderson NOES: None ABSENT: Meadows (4-0-1)
Item 4.1
Councilmember Fuller mentioned he will vote no.

It was moved by Councilmember Shaw and seconded by Councilmember Williams to approve item 4.1. AYES: Shaw, Williams, Henderson NOES: Fuller ABSENT: Meadows (3-1-1)

5. PUBLIC HEARINGS
None

6. REGULAR CALENDAR
None

7. REPORTS

7.1 City Manager
(a) City Manager
City Manager Joshua McMurray announced that two events will take place this Saturday at the Recreation Center: the final Library and Community Center public engagement session from 9:00 a.m. to 11:00 a.m., followed by Oakley’s Got Talent from 1:00 p.m. to 3:00 p.m.
8 7.2 Oakley City Council / Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency
(a) Reports from Council Liaisons to Regional Committees, Commissions and Boards AND Oakley City Council/Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency
Councilmember Fuller reported attending the Library Community meeting held at City Hall.

Councilmember Shaw reported attending the Oakley Chamber Mixer, a Cal Cities Bylaws Committee meeting, the Library Community Meeting, and the swearing-in ceremony for Lt. Collier.

Councilmember Williams reported attending the Studio 55 Valentine’s Ball, a meeting with Building and Construction Trades, and the BART Workshop. She also attended a Green Empowerment Zone meeting, the Library Community Workshop, and met with the California Conservation Corps along with the City Manager.

Mayor Henderson reported attending the Studio 55 Valentine’s Ball, the Library Community Meeting, an Ironhouse Sanitary District meeting, and the East Contra Costa Habitat Conservancy Board meeting.
(b) Requests for Future Agendas
None

8. WORK SESSION
None

9. CLOSED SESSIONS

9.1 CONFERENCE WITH LEGAL COUNSEL—ANTICIPATED LITIGATION Significant exposure to litigation pursuant to paragraph (2) of subdivision (d) of Section 54956.9: (One potential case based on November 3, 2025 letter from legal counsel for the Bay Area News Group to the City Attorney) Mayor Henderson announced the cancellation of the Closed Session at the request of the City Attorney.

10. ADJOURN
There being no further business, the meeting was adjourned at 7:08 p.m.

Respectfully submitted
Kim Snodgrass
City Clerk 9

STAFF REPORT
1 City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
DATE: March 10, 2026
TO: Joshua McMurray, City Manager
FROM: Robert Barker, IT Manager
SUBJECT: Adopt a Resolution Authorizing the City Manager to Execute a Professional Services Agreement with PCD Inc. for the Design, Installation and Support of a New Council Chambers Audio Visual System
Background and Analysis
The existing AV system has reached end-of-life, resulting in reduced reliability, increased maintenance requirements and associated costs, and limited capability to support modern public meeting requirements, including remote participation.

The City released the RFP on January 5, 2026. The RFP required a replacement of the existing system with a modern, reliable and supportable solution that would maintain or improve current functionality, integrate with existing streaming systems, and ensure compliance with California Senate Bill 707 Durazo, Open meetings: meeting and teleconference requirements (SB 707), which, among other requirements, mandates enhanced public access and remote participation in public meetings through telephonic or audiovisual platforms.

The City received 10 proposals from qualified AV integrators by the submission deadline, and conducted a structured evaluation process based on technical design, compliance with SB 707, relevant experience, cost, support, and overall responsiveness to the RFP requirements. Following evaluation and interviews, staff determined that PCD Inc provides the best overall value and solution for the City’s needs.

The project is estimated to take approximately three weeks from pre-wiring to handoff. In addition to the base project, PCD Inc offers a Continuing Support Program to ensure longterm system reliability, proactive maintenance, and ongoing staff training. The cost of the proposed work, including the purchase of three years of continuing support, is less than the adopted budget for the project, providing for contingency.

Consistency with the Oakley Strategic Plan 27+
The replacement of the Council Chambers AV System is consistent with the Strategic Plan 27+ Finance and Fiscal Responsibility and Sustainable Organization Goals.

Fiscal Impact
The proposed agreement (attached) with PCD Inc includes:

Approved and
Forwarded to the
City Council
10 City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
 Base Project Cost: $128,862.77
 Three-Year Support Agreement: $14,400.00
 Contingency: $6,737.23
The total requested not to exceed amount, including contingency, is $150,000. The total project budget is $150,000, which has been allocated within the Technology Fund. Prevailing wage requirements will apply to this project.

Staff Recommendation
Staff recommends the City Council adopt the resolution authorizing the City Manager to execute a Professional Services Agreement with PCD Inc, in an amount not to exceed $150,000, which includes project costs, a three-year support agreement, and contingency.

Attachments

1. Proposed Resolution

2. Proposed Agreement
11 Resolution No. XX-26 Page 1 of 1
RESOLUTION NO. XX-26

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OAKLEY AUTHORIZING

THE CITY MANAGER TO EXECUTE A PROFESSIONAL SERVICES AGREEMENT

WITH PCD INC FOR THE DESIGN, INSTALLATION, AND SUPPORT OF A NEW

CITY COUNCIL CHAMBERS AUDIO-VISUAL SYSTEM
WHEREAS, the City released a Request for Proposals for the modernization of the Audio-Visual (AV) system in the City Council Chambers on January 5, 2026, as well as a subsequent Question and Answer addendum on January 23, 2026; and WHEREAS, staff received and reviewed 10 proposals and conducted interviews with the top three proposers; and
WHEREAS, staff determined that PCD Inc offers the best solution for the City’s current and anticipated future audio visual needs.

BE IT RESOLVED by the City Council of the City of Oakley that the City Manager is authorized to execute a Professional Services Agreement with PCD Inc. for the design, installation, and support of a new City Council Chambers audio-visual system.

PASSED AND ADOPTED by the City Council of the City of Oakley this 10th day of March 2026 by the following vote.

AYES:

NOES:

ABSTENTION:

ABSENT:

APPROVED:

Hugh Henderson, Mayor
ATTEST:
_____________________
Kim Snodgrass, City Clerk Date
12 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project

PROFESSIONAL SERVICES AGREEMENT BETWEEN

THE CITY OF OAKLEY AND PCD INC FOR THE

DESIGN, INSTALLATION AND SUPPORT OF A NEW

COUNCIL CHAMBERS AUDIO VISUAL SYSTEM
THIS AGREEMENT for professional services is entered into by and between the City of Oakley, a municipal corporation in the State of California (hereinafter referred to as “City”) and PCD Inc (hereinafter referred to as “Vendor”), collectively sometimes referred to hereinafter as the “Parties”, as of March 10, 2026 (the “Effective Date”).

Section 1. SERVICES. Subject to the terms and conditions set forth in this Agreement, Vendor shall provide to City the services described in the Scope of Work or proposal letter attached hereto and incorporated herein as Exhibit A at the time and place and in the manner specified therein. In the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A, the Agreement shall prevail.

1.1 Term of Services. The term of this Agreement shall begin on the Effective Date and shall end on July 31, 2026, and Vendor shall complete the work described in Exhibit A prior to that date, unless the term of the Agreement is otherwise terminated or extended, as provided for in Section 8. The time provided to Vendor to complete the services required by this Agreement shall not affect the City’s right to terminate the Agreement, as provided for in Section 8. Should this Agreement be amended to include additional tasks as contemplated in Section 1, the term of services shall be extended as mutually agreed upon by City and Vendor.

1.2 Standard of Performance. Vendor shall perform all services required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Vendor is engaged in the geographical area in which Vendor practices its profession. Vendor shall prepare all work products required by this Agreement in a substantial, first-class manner and shall conform to the standards of quality normally observed by a person practicing in Vendor's profession.

1.3 Assignment of Personnel. Vendor shall assign only competent personnel to perform services pursuant to this Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any such persons, Vendor shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons.

1.4 Time. Vendor shall devote such time to the performance of services pursuant to this Agreement as may be reasonably necessary to meet the standard of performance provided in Section 1.1 above and to satisfy Vendor’s obligations hereunder.
13 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project Section 2. COMPENSATION. City hereby agrees to pay Vendor a sum not to exceed One Hundred and Forty Three Thousand, Two Hundred and Sixty Two Dollars and Seventy Seven Cents ($143,262.77), notwithstanding any contrary indications that may be contained in Vendor’s proposal, for services to be performed and reimbursable costs incurred under this Agreement. In the event of a conflict between this Agreement and Vendor’s proposal, attached as Exhibit A, regarding the amount of compensation, the Agreement shall prevail. City shall pay Vendor for services rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified below shall be the only payments from City to Vendor for services rendered pursuant to this Agreement. Vendor shall submit all invoices to City in the manner specified herein.

Except as specifically authorized by City, Vendor shall not bill City for duplicate services performed by more than one person.

Vendor and City acknowledge and agree that compensation paid by City to Vendor under this Agreement is based upon Vendor’s estimated costs of providing the services required hereunder, including salaries and benefits of employees and subcontractors of Vendor. Consequently, the parties further agree that compensation hereunder is intended to include the costs of contributions to any pensions and/or annuities to which Vendor and its employees, agents, and subcontractors may be eligible. City therefore has no responsibility for such contributions beyond compensation required under this Agreement.

2.1 Invoices. Vendor shall submit invoices, not more often than once a month during the term of this Agreement, based on the cost for services performed and reimbursable costs incurred prior to the invoice date. Invoices shall contain the following information:
 Serial identifications of progress bills; i.e., Progress Bill No. 1 for the first invoice, etc.;
 The beginning and ending dates of the billing period;  A Task Summary containing the original contract amount, the amount of prior billings, the total due this period, the balance available under the Agreement, and the percentage of completion;
 At City’s option, for each work item in each task, a copy of the applicable time entries or time sheets shall be submitted showing the name of the person doing the work, the hours spent by each person, a brief description of the work, and each reimbursable expense;
 The Vendor’s signature.

2.2 Monthly Payment. City shall make monthly payments, based on invoices received, for services satisfactorily performed, and for authorized reimbursable costs incurred.

City shall have 30 days from the receipt of an invoice that complies with all of the requirements above to pay Vendor.
14 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project

2.3 Final Payment. City shall pay the last 10% of the total sum due pursuant to this Agreement within 60 days after completion of the services and submittal to City of a final invoice, if all services required have been satisfactorily performed.

2.4 Total Payment. City shall pay for the services to be rendered by Vendor pursuant to this Agreement. City shall not pay any additional sum for any expense or cost whatsoever incurred by Vendor in rendering services pursuant to this Agreement.

City shall make no payment for any extra, further, or additional service pursuant to this Agreement.

In no event shall Vendor submit any invoice for an amount in excess of the maximum amount of compensation provided above either for a task or for the entire Agreement, unless the Agreement is modified prior to the submission of such an invoice by a properly executed change order or amendment approved by the City Manager, which shall not exceed the maximum amount allowed by the Oakley Municipal Code.

2.5 Hourly Fees. Fees for work performed by Vendor shall not exceed the amounts shown on the Compensation Schedule attached hereto and incorporated herein as Exhibit A.

2.6 Reimbursable Expenses. Reimbursable expenses are specified in Exhibit A, and expenses not listed in Exhibit A are not chargeable to the City.

2.7 Payment of Taxes. Vendor is solely responsible for the payment of employment taxes incurred under this Agreement and any similar federal or state taxes.

2.8 Payment upon Termination. In the event that the City or Vendor terminates this Agreement pursuant to Section 8 of this Agreement, the City shall compensate the Vendor for all outstanding costs and reimbursable expenses incurred for work satisfactorily completed as of the date of written notice of termination. Vendor shall maintain adequate logs and timesheets in order to verify costs incurred to that date.

2.9 Authorization to Perform Services. The Vendor is not authorized to perform any services or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator.

Section 3. FACILITIES AND EQUIPMENT. Except as set forth herein, Vendor shall, at its sole cost and expense, provide all facilities and equipment that may be necessary to perform the services required by this Agreement. City shall make available to Vendor only the facilities and equipment listed in this section, and only under the terms and conditions set forth herein.

City shall furnish physical facilities such as desks, filing cabinets, and conference space, as may be reasonably necessary for Vendor’s use while consulting with City employees and reviewing records and the information in possession of the City. The location, quantity, and time of furnishing those 15 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project facilities shall be in the sole discretion of City. In no event shall City be obligated to furnish any facility that may involve incurring any direct expense, including but not limited to computer, longdistance telephone or other communication charges, vehicles, and reproduction facilities.

Section 4. INSURANCE REQUIREMENTS. Before beginning any work under this Agreement, Vendor, at its own cost and expense, shall procure the types and amounts of insurance listed below against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by the Vendor and its agents, representatives, employees, and subcontractors. Consistent with the following provisions, Vendor shall provide proof satisfactory to City of such insurance that meets the requirements of this section and under forms of insurance satisfactory in all respects to the City, and that such insurance is in effect prior to commencing work under this Agreement. Vendor shall maintain the insurance policies required by this section throughout the term of this Agreement. The cost of such insurance shall be included in the Vendor's bid. Vendor shall not allow any subcontractor to commence work on any subcontract until Vendor has obtained all insurance required herein for the subcontractor(s) and provided evidence thereof to City. Verification of the required insurance shall be submitted and made part of this Agreement prior to execution. Verification of the required insurance is attached hereto and incorporated herein as Exhibit B.

4.1 Variation. The City may approve a variation in the insurance requirements, upon a determination that the coverage, scope, limit, and form of such insurance is either not commercially available, or that the City’s interests are otherwise sufficiently protected.

4.2 Notice of Reduction in Coverage. In the event that any coverage required by this section is reduced, limited, or materially affected in any other manner, Vendor shall provide written notice to City at Vendor’s earliest possible opportunity and in no case later than five days after Vendor is notified of the change in coverage.

4.3 Remedies. In addition to any other remedies City may have if Vendor fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, City may, at its sole option, exercise any of the following remedies, which are alternatives to other remedies City may have and are not the exclusive remedy for Vendor’s breach:
 Order Vendor to stop work under this Agreement or withhold any payment that becomes due to Vendor hereunder, or both stop work and withhold any payment, until Vendor demonstrates compliance with the requirements hereof; and/or
 Terminate this Agreement.

Section 5. INDEMNIFICATION AND VENDOR’S RESPONSIBILITIES. Vendor shall to the fullest extent allowed by law, with respect to all Services performed in connection with this Agreement, defend with counsel acceptable to the City, and indemnify and hold the City and its officials, officers, employees, agents, and volunteers harmless from and against any and all losses 16 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Vendor (“Claims”).Vendor will bear all loses, costs, damages, expense and liability of every kind, nature and description that arise out of, pertain to, or relate to such Claims, whether directly or indirectly (“Liability”). Such obligations to defend, hold harmless and indemnify the City shall not apply to the extent that such Liability is caused by the sole negligence, active negligence, or willful misconduct of the City or any third party.

With respect to third party claims against the Vendor, the Vendor waives any and all rights of any type of express or implied indemnity against the indemnitees.

However, notwithstanding the foregoing, in accordance with California Civil Code Section 1668, nothing in this Agreement shall be construed to exempt the City from its own fraud, willful injury to the person or property of another, or violation of law. In addition, and notwithstanding the foregoing, to the extent this Agreement is a “construction contract” as defined by California Civil Code section 2783, as may be amended from time to time, such duties of Vendor to indemnify shall not apply when to do so would be prohibited by California Civil Code Section 2782.

Section 6. STATUS OF VENDOR.

6.1 Independent Contractor. At all times during the term of this Agreement, Vendor shall be an independent contractor and shall not be an employee of City. City shall have the right to control Vendor only insofar as the results of Vendor's services rendered pursuant to this Agreement and assignment of personnel pursuant to Subparagraph 1.3; however, otherwise City shall not have the right to control the means by which Vendor accomplishes services rendered pursuant to this Agreement. Notwithstanding any other City, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Vendor and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any and all claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System (PERS) as an employee of City and entitlement to any contribution to be paid by City for employer contributions and/or employee contributions for PERS benefits.

6.2 Vendor, Not Agent. Except as City may specify in writing, Vendor shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent. Vendor shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever.

Section 7. LEGAL REQUIREMENTS.

7.1 Governing Law. The laws of the State of California shall govern this Agreement.

7.2 Compliance with Applicable Laws. Vendor and any subcontractors shall comply with all laws applicable to the performance of the work hereunder, including but not 17 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project limited to, the California Building Code, the Americans with Disabilities Act, and any copyright, patent or trademark law. Vendor’s failure to comply with any law(s) or regulation(s) applicable to the performance of the work hereunder shall constitute a breach of contract.

7.3 Other Governmental Regulations. To the extent that this Agreement may be funded by fiscal assistance from another governmental entity, Vendor and any subcontractors shall comply with all applicable rules and regulations to which City is bound by the terms of such fiscal assistance program.

7.4 Licenses and Permits. Vendor represents and warrants to City that Vendor and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions. Vendor represents and warrants to City that Vendor and its employees, agents, any subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions. In addition to the foregoing, Vendor and any subcontractors shall obtain and maintain during the term of this Agreement valid business licenses from City.

7.5 Nondiscrimination and Equal Opportunity. Vendor shall not discriminate, on the basis of a person’s race, religion, color, national origin, age, physical or mental handicap or disability, medical condition, marital status, sex, or sexual orientation, against any employee, applicant for employment, subcontractor, bidder for a subcontract, or participant in, recipient of, or applicant for any services or programs provided by Vendor under this Agreement. Vendor shall comply with all applicable federal, state, and local laws, policies, rules, and requirements related to equal opportunity and nondiscrimination in employment, contracting, and the provision of any services that are the subject of this Agreement.

Vendor shall include the provisions of this Subsection in any subcontract approved by the Contract Administrator of this Agreement.

Section 8. TERMINATION AND MODIFICATION.

8.1 Termination. City may cancel this Agreement at any time and without cause upon written notification to Vendor.

Vendor may cancel this Agreement upon 30 days written notice to City and shall include in such notice the reasons for cancellation.

In the event of termination, Vendor shall be entitled to compensation for services performed to the effective date of termination; City, however, may condition payment of such compensation upon Vendor delivering to City any or all documents, 18 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project photographs, computer software, video and audio tapes, and other materials provided to Vendor or prepared by or for Vendor or the City in connection with this Agreement.

8.2 Extension. City may, in its sole and exclusive discretion, extend the end date of this Agreement beyond that provided for in Subsection 1.1. This Agreement may be extended at the option of the City. Should City decide to exercise its option to extend this Agreement, City shall provide written notice to Vendor at least sixty (60) days prior to the end date of this Agreement. Any such extension shall require a written amendment to this Agreement, as provided for herein. Vendor understands and agrees that, if City grants such an extension, City shall have no obligation to provide Vendor with compensation beyond the maximum amount provided for in this Agreement, unless City agrees to do so by written amendment to this Agreement. Similarly, Vendor understands and agrees that, City shall have no obligation to reimburse Vendor for any otherwise reimbursable expenses incurred during the extension period, unless City agrees to do so by written amendment to this Agreement.

8.3 Amendments. The parties may amend this Agreement only by a writing signed by all the parties.

8.4 Assignment and Subcontracting. City and Vendor recognize and agree that this Agreement contemplates personal performance by Vendor and is based upon a determination of Vendor’s unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Vendor. Vendor may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Vendor shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in the proposal, without prior written approval of the Contract Administrator.

8.5 Survival. All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating liability between City and Vendor shall survive the termination of this Agreement.

8.6 Options upon Breach by Vendor. If Vendor materially breaches any of the terms of this Agreement, City’s remedies shall include, but not be limited to the following:

8.6.1 Immediately terminate the Agreement;

8.6.2 Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Vendor pursuant to this Agreement; 19 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project

8.6.3 Retain a different Vendor to complete the work described in Exhibit A not finished by Vendor; or

8.6.4 Charge Vendor the difference between the cost to complete the work described in Exhibit A that is unfinished at the time of breach and the amount that City would have paid Vendor pursuant to Section 2 of this Agreement if Vendor had completed the work.

Section 9. KEEPING AND STATUS OF RECORDS.

9.1 Records Created as Part of Vendor’s Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form, that Vendor prepares or obtains pursuant to this Agreement and that relate to the matters covered hereunder shall be the property of the City. Vendor hereby agrees to deliver those documents to the City upon termination of the Agreement. It is understood and agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for the City and are not necessarily suitable for any future or other use. City and Vendor agree that, until final approval by City, all data, plans, specifications, reports and other documents are confidential and will not be released to third parties without prior written consent of both parties.

9.2 Vendor’s Books and Records. Vendor shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services or expenditures and disbursements charged to the City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to the Vendor to this Agreement.

9.3 Inspection and Audit of Records. Any records or documents that Section 9.2 of this Agreement requires Vendor to maintain shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of the City. Under California Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds TEN THOUSAND DOLLARS ($10,000.00), the Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of the City, for a period of three (3) years after final payment under the Agreement.

Section 10 MISCELLANEOUS PROVISIONS.

10.1 Attorneys’ Fees. If a party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing party shall be entitled to reasonable attorneys’ fees in addition to any 20 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project other relief to which that party may be entitled. The court may set such fees in the same action or in a separate action brought for that purpose.

10.2 Venue. In the event that either party brings any action against the other under this Agreement, the parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of Contra Costa or in the United States District Court for the Northern District of California.

10.3 Severability. If a court of competent jurisdiction finds or rules that any provision of this Agreement is invalid, void, or unenforceable, the provisions of this Agreement not so adjudged shall remain in full force and effect. The invalidity in whole or in part of any provision of this Agreement shall not void or affect the validity of any other provision of this Agreement.

10.4 No Implied Waiver of Breach. The waiver of any breach of a specific provision of this Agreement does not constitute a waiver of any other breach of that term or any other term of this Agreement.

10.5 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the parties.

10.6 Use of Recycled Products. Vendor shall prepare and submit all reports, written studies and other printed material on recycled paper to the extent it is available at equal or less cost than virgin paper.

10.7 Conflict of Interest. Vendor may serve other clients, but none whose activities within the corporate limits of City or whose business, regardless of location, would place Vendor in a “conflict of interest,” as that term is defined in the Political Reform Act, codified at California Government Code Section 81000 et seq.

Vendor shall not employ any City official in the work performed pursuant to this Agreement. No officer or employee of City shall have any financial interest in this Agreement that would violate California Government Code Sections 1090 et seq.

Vendor hereby warrants that it is not now, nor has it been in the previous twelve (12) months, an employee, agent, appointee, or official of the City. If Vendor was an employee, agent, appointee, or official of the City in the previous twelve months, Vendor warrants that it did not participate in any manner in the forming of this Agreement. Vendor understands that, if this Agreement is made in violation of Government Code §1090 et.seq., the entire Agreement is void and Vendor will not be entitled to any compensation for services performed pursuant to this Agreement, including reimbursement of expenses, and Vendor will be required to reimburse the City for any sums paid to the Vendor. Vendor understands that, in addition to the foregoing, it may be subject to criminal prosecution for a violation of Government 21 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project Code § 1090 and, if applicable, will be disqualified from holding public office in the State of California.

10.8 Solicitation. Vendor agrees not to solicit business at any meeting, focus group, or interview related to this Agreement, either orally or through any written materials.

10.9 Contract Administration. This Agreement shall be administered by Robert Barker, IT Manager (Contract Administrator). All correspondence shall be directed to or through the Contract Administrator or his or her designee.

10.10 Notices.

Any written notice to Vendor shall be sent to:
__________________________
Attn: _____________________
__________________________
__________________________
Any written notice to City shall be sent to:

City of Oakley
Attn: Robert Barker, IT Manager
3231 Main Street
Oakley, CA 94561

10.12 Integration. This Agreement, including the Scope of Work, Support Contract and Equipment List, and Verification of Required Insurance, attached hereto and incorporated herein as Exhibit A and B respectively, represents the entire and integrated agreement between City and Vendor and supersedes all prior negotiations, representations, or agreements, either written or oral.

Exhibit A Scope of Work, Support Contract and Equipment List Exhibit B Verification of Required Insurance

10.13 Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement.

10.14 Authorized Signature. Each person and party signing this Agreement warrants that he/she has the authority to execute this Agreement on behalf of the principal and that the party will be bound by such signature.
22 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project The parties have executed this Agreement as of the Effective Date.

CITY VENDOR
City of Oakley, a municipal corporation PCD Inc, a California Corporation in the State of California
By: ____________________________ By: _____________________________ Joshua McMurray, City Manager Signature
By:
______________________________
Attest: Name, Title
_______________________________
Kim Snodgrass, City Clerk
Approved as to Form:
________________________________
Derek P. Cole, City Attorney
23 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project

EXHIBIT A

SCOPE OF WORK, SUPPORT CONTRACT AND EQUIPMENT LIST
24 PCD SCOPE OF WORK CONTRACT
1 This Scope of Work Contract agreement is made this February 26, 2026, between PCD, located at 1032 Maxwell Drive, Santa Rosa, CA 95401, and the City of Oakley, herein referred to as OWNER, located at 3231 Main Street, Oakley, CA 94547.

1. Scope: the work described herein shall be performed in accordance with all designs, plans, specifications and other Contract documents for the project known as Council Chambers AudioVisual System Modernization Project.

PCD Scope:

PCD is to provide and install the below solution that centers around use of the Extron DTP System, a widely utilized professional AV distribution technology for extending video, audio, and control. Key benefits of the DTP system include, but are not limited to:
• Unified Transmission of AV, Control, and Power
• Broad Format and Input Support
• DTP transmitters and receivers support multiple signal formats — including HDMI, DisplayPort, DVI, VGA, and more, with built-in format conversion. • High Resolution and Color Support
• Supports uncompressed 4K/60 @ 4:4:4 video, HDR, deep color (12-bit), 3D, and highbandwidth audio — all without compression or visible latency. • Compatibility and Integration Flexibility
• Cost Effective and Standard Cabling
• DTP uses standard shielded CATx twisted pair cabling. It leverages readily available, lowercost cables rather than expensive or proprietary video cabling. • Simplified System Design
• Instead of separate runs for video, audio, and control, DTP consolidates all these onto one run. It also supports extended control signal routing end-to-end, which simplifies control system integration.

Video Switching:

The Extron DTP CrossPoint 108 4K IPCP Q MA 70 is an All-in-one 4K presentation switcher, control processor, DSP, and amplifier. This unit combines:
• 8×10 4K matrix switcher
• DTP twisted-pair extension
• IPCP Pro control processor
• Digital audio DSP70-watt power amplifier
Video Streaming:

The Extron SMP 351 empowers AV teams with professional recording, streaming, switching, and playback in one platform, enabling flexible delivery of high-quality video content across live, on-demand, and managed workflows.
25 PCD SCOPE OF WORK CONTRACT
2 Video Distribution:

An Extron DTP HD DA 4K 230 provides robust 4K distribution with HDMI plus control and analog audio over shielded CATx cable that ensures professional video and system-wide reliability.

An Extron DA6 HD 4K PLUS will be integrated into the video distribution solution to ensure sharp, accurate image quality across all connected screens, and is ideal for detailed presentations and high-resolution content.

Two (2) Extron DTP HDMI 4K DTP Transmitter for HDMI - Decorator-Style Wallplates will be integrated into the council chamber for 4K distribution in modern AV in a neat, finished look.

Displays:

Two (2) new LG 86” 3840x2160 UHD Commercial displays with management software, and two (2) new LG 75” 3840x2160 UHD commercial displays with management software will be provided and installed to replace existing displays within the council chamber.

Control:

One Extron 15-inch tabletop TouchLink Pro Touchpanel will be integrated into the council chamber for control of the room and is to be located at the staff desk.

Video Cameras:

The Telycam Vision + 4KN delivers professional 4K video capture with intelligent framing, wide coverage, and flexible connectivity, making it ideal for high-end conferencing and collaborative environments.

Two (2) new Telycam Vision+ 4K60 PTZ auto tracking cameras with 20x optical zoom will be located to ensure best quality video for both the board members located at the dais and council chamber participants.

Audio:

The Extron DMP 128 Plus C will be provided and configured to deliver clean audio distribution and professional control for the council chamber. Key benefits include:
• Provides professional-level tuning and control to ensure speech intelligibility and consistent loudness in any space.
• Supports enterprise-level deployment and reduces onsite service visits with remote diagnostics and configuration.
• Maintains audio integrity for speech and program material, ideal for council chambers.

Microphones:

Twelve (12) wired Shure MX418D/C desktop 18-inch gooseneck cardioid microphones will be provided and integrated into the council chamber. Location of the microphones are: five (5) at the dais, one (1) at the podium, three (3) at the clerk desk, and three (3) at the staff desk.

Two Shure quad-channel receivers will be integrated to support the use of seven (7) wireless microphones (two (2) lapel microphones and five (5) handheld microphones). Docking station and rechargeable batteries will be included.
26 PCD SCOPE OF WORK CONTRACT
3 A RF Venue Diversity Architectural Antenna for wireless antennas will be provided and installed in a location to ensure proper wireless coverage throughout the council chamber.

Assisted Listening:

Assisted Listening Services will be upgraded and included within the design via the use of Listen Technologies iDSP Prime Level One Stationary RF system. The system will include the RF transmitter, telescoping antenna, four (4) RF DSP receivers, four (4) universal ear buds, two (2) intelligent earphone/neck loop lanyards, and an assisted listening signage kit.

Speakers:

Six (2) new SoundTube 2-way ceiling speakers will be provided and installed. Specific placement is anticipated to align with current ceiling speaker locations. Final and actual placement will be determined prior to install to ensure a quality experience throughout the council chamber.

Clock:

A new DSAN VC-2000LT Video Clock in tandem with the PRO-2000T Limitimer will be integrated into the council chamber to provide professional time management services for the council chamber.

Request to Speak:

The Alzatex Queing System Master Control Rack will be provided and integrated to connect this system to your Internal network and take advantage of the advanced features.

PCD will provide and install twelve (12) of the Alzatex Surface Mount Request to Speak Stations for the dais, podium, clerk desk, and staff desk.

Conferencing Platform:

It is the responsibility of the City of Oakley to provide conferencing platform licensing and PC. PCD’s preferred platform is either Microsoft Teams or Zoom.

2. Price and payment: the OWNER agrees to pay PCD for the strict performance of the agreed upon work, in the sum of: 128,862.77. The OWNER agrees to pay PCD in monthly progress payments equal to 95% of the value of work for all work completed each month.

Payments will be due and payable within thirty (30) days of invoice. Final payment to PCD shall be made within forty-five days (45) after substantial completion of the Contract and submission of the final invoice to OWNER.

3. Changes in the Work: Should the OWNER, Architect, Engineer, construction lender, or any public body or inspector direct any modification or addition to the work covered by this contract, the contract price shall be adjusted accordingly. Modification or addition to the work shall be executed only when a Contract Change Order has been signed by both the OWNER and the PCD. The change in the Contract Price caused by such Contract Change Order shall be as 27 PCD SCOPE OF WORK CONTRACT
4 agreed to in writing. The Change Order may also increase the time within which the Contract is to be completed. PCD shall promptly notify the OWNER of (a) latent physical conditions at the site different materially from those indicated in the contract, or (b) unknown physical conditions differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. Any expense incurred due to such conditions shall be paid for by the OWNER as added work.

4. OWNER’s Responsibilities: OWNER agrees to allow and provide PCD and his/her equipment access to the property. If this Contract applies to rented equipment, operated or otherwise, OWNER agrees such equipment will be subject to damage, depreciation, wear and tear associated with the use thereof. OWNER will make no claim for such damage, depreciation, wear and tear against PCD.

5. Delays: PCD agrees to start and diligently pursue work through to completion, but shall not be responsible for delays for any of the following reasons; failure of the issuance of all necessary building permits within a reasonable length of time, funding of loans, disbursement of funds into control or escrow, acts of neglect or omission of OWNER or OWNER’s employees or OWNER’s agent, acts of God, stormy or inclement weather, strikes, lockouts, boycotts or other labor union activities, extra work ordered by OWNER, acts of public enemy, riots or civil commotion, inability to secure materials, failure of OWNER to make payments when due, or delays caused by inspection or changes ordered by the inspectors of authorized Governmental bodies, or for acts of other Contractors, or holidays, or other causes beyond PCD’s reasonable control.

6. Force Majeure: Any delay or failure by either party in the performance of its obligations shall not constitute a default or give rise to any claim for damages if, and only to the extent and for such period of time that: (i) such delay or failure is caused by an event or occurrence beyond the control and without the fault or negligence of such party or any subcontractor, supplier, or other party acting under or through such party; and (ii) said party is unable to prevent such delay or failure through the exercise of reasonable diligence. Events that shall be deemed to be beyond the control of the parties hereto shall include, but not be limited to: acts of nature or the public enemy; expropriation or confiscation of facilities by governmental or military authorities; changes in laws; war, acts of terrorism, rebellion, sabotage or riots; floods, unusually severe weather that could not reasonably have been anticipated; fires, explosions, or other catastrophes; or other similar occurrences. If Contractor’s performance is delayed, Contractor agrees to use its best efforts to secure alternate sources of services, equipment or materials, if available. To the extent that Contractor fails to secure available alternate sources of services, equipment or materials, Owner is entitled to secure such alternate sources and offset any amounts expended on such alternate sources from amounts due or owing to Contractor under this Agreement to the extent that such amounts exceed the price allocations for the goods and services agreed upon in this Agreement. Contractor shall be paid any additional compensation by Owner due to an unforeseen or uncontrollable event or occurrence of the type described in this Section. In order to be entitled to an excuse for any delay or failure to perform 28 PCD SCOPE OF WORK CONTRACT
5 under this Agreement pursuant to this Section, the party claiming such excuse shall within three (3) days of the commencement and termination of the event giving rise to the delay give written notice to the other party.

7. Taxes and Assessments: OWNER shall be solely and exclusively liable for all compliance with and taxes and insurance payable to any governmental entity (not by way of limitation, Social Security Act, Unemployment insurance laws, Withholding Tax, sales and use tax), directly or indirectly related to Work.

8. Insurance and Deposits: PCD shall carry Worker’s Compensation Insurance for the protection of PCD’s employees during the progress of the work. PCD shall carry liability insurance to cover any damages to OWNER’s property resulting out of the acts of PCD. OWNER shall obtain and pay for insurance against injury to his own employees and persons under OWNER’s direction and person on the job site at OWNER’s invitation. OWNER shall also procure at own expense and before the commencement of work hereunder “all risk” insurance with course of construction, theft, vandalism and malicious mischief endorsements attached, the insurance to be in a sum at least equal to the contract price. The insurance will name the OWNER as additional insureds and will be written to protect OWNER and PCD as their interests may appear. OWNER and PCD waive rights of subrogation against each other to the extent that any loss is covered by valid and collectible insurance. If the project is destroyed or damaged by accident, disaster, or calamity, such as fire, storm, flood, landslide, subsidence or earthquake, work done by PCD in rebuilding or restoring the project shall be paid for the OWNER as extra work.

9. Rights to Stop Work: PCD shall have the right to stop work if any payment shall not be made, when due, to PCD under this Agreement; PCD may keep the job idle until payments are received. Failure to make payment, within five (5) days of the date due, is a material breach of this Agreement and will entitle PCD to cease any further work.

10. Clean Up: PCD will remove from OWNER’s property debris and surplus material created by his operation leave it in a neat and broom clean condition.

11. Compliance with Laws: In connection with the performance by PCD of their duties pursuant to this Agreement, PCD shall obtain and pay for all permits and comply with all Federal, State, County and Local Laws, ordinances and regulations.

12. Asbestos and Hazardous Waste: PCD will not be responsible for the removal, disturbance, or transportation of asbestos or other hazardous substances. The parties acknowledge that such work requires special procedures, precautions and or licenses.

Therefore, unless the contract specifically calls for same, if PCD encounters such substances, PCD shall immediately stop work and allow the OWNER to obtain a duly qualified asbestos and/or hazardous material Contractor.
29 PCD SCOPE OF WORK CONTRACT
6 13. Limited Warranty: PCD hereby warrants its work for a period of one (1) year after completion against any defects in workmanship or material. This limited warranty is in lieu of any other warranty express or implied and shall be signed and dated by PCD upon substantial completion of the scope of work referenced herein.

14. Arbitration. If the contract between PCD and OWNER calls for arbitration and an arbitration concerning or relating to PCD’s work is commenced between Owner and PCD, Contractor will become a party to such arbitration and submit to any award therein. Subject to the foregoing, if any questions arise regarding PCD’s work or regarding rights and obligations of PCD and OWNER under the Contract terms, such shall be subject to binding arbitration; provided, however, that if the dispute involves OWNER and PCD is unable to obtain OWNER’s participation in such arbitration, then PCD may forego arbitration. Arbitration, other than as provided for in the contract between OWNER and PCD, shall be in accord with California Code of Civil Procedure, Title 9, Sections 1280 and seq., to the extent not altered by the Contract or a written arbitration agreement. All arbitrators shall hold either an active license as a Contractor, Architect, Civil or Mechanical Engineer in California. Arbitrators shall, to the extent of their knowledge, apply applicable California substantive (as compared to procedural) law in the determination of any dispute. A party shall not be deemed to have waived arbitration or breached an arbitration obligation through the filing of a suit, provided the party (a) files suit to (i) prevent the running of a statute of limitations or other loss of any legal right occurring by passage of time, (ii) obtain the benefit of provisional remedies (i.e. attachment, injunctive relief), or (iii) to perfect and/or foreclose a claim(s) arising per mechanics lien, stop notice, or against any bond, and (b) seeks to stay court proceedings pending arbitration. Sonoma County, California shall be deemed the appropriate venue due to, but not limited to, the fact that payment is to be made in Sonoma County, and/or this Contract is deemed to have been entered into in Sonoma County.

15. Laws. As to all required directly or indirectly under this Contract and as to all Contract Work, PCD and OWNER shall comply with all current and subsequent applicable laws, ordinances and regulations, including, if applicable, but not limited to (i) requirements as to American production and labor standards, (ii) Federal Equal Opportunity regulations (Executive Order 11246), (iii) Occupational Safety and Health Act of 1970, and (iv) applicable standards and regulations set forth by the U.S. Department of Labor.

16. Special Provisions:
_____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ 30 PCD SCOPE OF WORK CONTRACT
7 Signed,
___________________________ ___________________________ Hal Truax, Vice President Name & Title:

Date: ______________________ Date: ______________________

PCD XXXXX
1032 Maxwell Drive XXXXX
Santa Rosa, CA 95401 XXXXX
707-546-3633 phone:
707-575-6818 fax:
31 PCD Continuing Support Program
PCD has been asked to provide continuing support on the Council Chamber AV system for City of Oakley, hereafter referred to as Client, beginning and ending .

In consideration of services provided by PCD, the Client agrees to pay to PCD the sum of $14,400.00 (Fourteen thousand four hundred dollars even) dollars for a three-year Continuing Support program as described below covering the listed equipment on the addendum attached to this agreement (hereafter referred to as the Covered Equipment).

This agreement includes only the labor to support the Covered Equipment located at the City of Oakley Council chamber at 3231 Main Street, Oakley, CA 94547. Such support services include semi-annual inspections, and times to be arranged by the client. This includes but is not limited to cleaning filters, checking lamp hours on projectors, adjusting focus and aim of projectors, checking ventilation at racks, wiping down racks as needed, checking connections and functionality of the system. Also included is an annual training session for up to two (2) hours.

PCD provides a monitoring service during the regular business hours shown below to ensure operation of the covered system.

Services will be provided Monday – Friday, 8am – 5pm, except on Holidays.

All the Covered Equipment listed shall be inspected and repaired on a regular basis, as prescribed in the owner's manual published by the manufacturer of each piece of equipment. All repairs that are not under the manufacturers’ warranty, parts will be paid for by the Client. Labor to uninstall and reinstall the Covered Equipment is covered by PCD under this continuing support contract including normal travel costs.

PCD will respond to Client's requests for emergency repairs within 2 (two) working days of receiving such a request from Client via phone at 855-352-8372, a standard response time will be considered to be 5 (five) business days. An appointment will be made to set up the required services. If the site is not available at the time of the service window, a trip charge and minimum repair fee of no less than $500.00 (five hundred) dollars will be charged to the Client. For the purposes of this clause “respond” will be defined as tech being onsite.

PCD shall ensure that all services provided under the terms of this contract are performed by persons trained and certified as proficient in the provision of the services provided by an accredited school or manufacturer's training program.

The services provided by PCD shall not include any labor which is necessary to repair damage caused by accident, abuse, act of God, acts of third parties, electric power incidents or altering or modification of the Covered Equipment.

When the Client needs to purchase from or provide to PCD such parts, supplies, and other materials as may be necessary and reasonable in order to maintain the Covered Equipment in good working order, PCD shall provide to the Client, in writing, either the needed specifications of any parts, supplies and other materials that are to be provided by the client or a written quote 32 PCD Continuing Support Program
for the same. Furthermore, it is understood that the success and satisfactory performance of any support service or repair performed by PCD depends upon the quality of materials used.

Therefore, Client shall be fully responsible for any failure or dissatisfaction arising from any service or repair that is done using materials not purchased from or specified by PCD.

Either party may terminate this contract at any time by providing written notice of intent to terminate the contract on a specified date to the other party, at least two weeks prior to the intended date of termination. Should PCD opt to terminate this contract, they will pay back the remaining balance calculated at a rate of $400.00 (four hundred) dollars per month, rounded up to the nearest month, to the Client. Should the Client choose to terminate this contract, they will forfeit any remaining balance and will not be entitled to any refund. Any dispute or cause of legal action that may arise from either party's performance under this Contract shall be governed by the laws of the State of California and applicable federal law. Any litigation arising from this Contract shall be filed and tried in PCD’s local jurisdiction.

Both parties whose signatures appear below hereby warrant that they are fully authorized and entitled to enter into this agreement and do so agree on the dates written below by affixing their signatures below.
______________________________________ _________________________________ Client Signature Contractor Signature
______________________________________ _________________________________ Dated Dated
_______________________________________ _________________________________ Printed Name Printed Name
_______________________________________ PCD _____________________________ For Client
_______________________________________ 1032 Maxwell Drive___________________ Address
_______________________________________ Santa Rosa, CA 95401_______________ City, ST, ZIP
33 1032 MAXWELL DRIVE, SANTA ROSA, CA 95401
PH: 707-546-3633 ext. 122  FAX: 707-575-6818
CONTRACTORS LICENSE #527657
City of Oakley
Council Chamber Audio-Visual System Modernization Project Device Model Description Quantity
Extron Control Processor w/ 100 Watt 70 V Mono Amp, AV LAN 10 IN 8 OUT 1 Extron HDMI to Four Output DTP Twisted Pair Distribution Amplifier - 230 feet (70 m)
1 Extron SMP 351 andard Version 80 GB SSD 1
Inogeni 4K HDMI TO USB 3.0 Capture Card 1
LG 86'' 3840x2160 UHD Commercial TV with management software 2 LG 75" 3840x2160 UHD Commercial TV with management software 2 Crimson AV Articulating mount for 37'' to 80'' flat panel screens 2 Crimson AV Universal tilting mount 46 to 90 flat panel screens 2 Extron HDMI Twisted Pair Receiver - 230 feet (70 m) 6
Extron Six Output 4K/60 HDMI Distribution Amplifier 1
Exgtron 15'' Tabletop TouchLink? Pro Touchpanel - Black 1 Netgear M4250-10G2F-POE+ AV SWITCH PERP 1
Middle Atlantic UPSstandard 1500Va 1
Middle Atlantic Rackmount Power, 9 Outlet, 15A, Basic Surge 1 Telycam 4K60 PTZ auto tracking camera with 20X Optical Zoom. White 2 Extron DMP 128 12x8 ProDSP Digital Matrix Processor with AEC 1 Shure MX418D/C Desktop gooseneck cardioid microphone with programmable switch, LED indicator and snap-fit foam windscreen, 18'' 12 Shure SLXD4Q+=-G57 Digital Wireless Quad Channel Receiver 2 Shure BC203-US Dual Docking Station for SLX-D transmitters and SB903 battery 4 Shure SLXD1=-G58 Bodypack Transmitter 2
Shure MX183 Omnidirectional microphone, Include Belt-Clip Preamp, Rotatable Tie Clip, Dual Tie Clip, Snap-Fit Windscreen 2
Video Switching and Distribution
Video Streaming
Displays
Control
Video Cameras
Audio
34 Shure SLXD2+/58=-G57 Wireless Handheld Transmitter with SM58 Microphone 5 RF Venue Diversity Architectural Antenna for Wireless Microphones 1 Listen Technologies RF system include LT-800-072-01 transmitter, LA-106 antenna, LR-4200- 072 receiver, LA-401 ear speaker and other, 72 MHz
1 SoundTube 6'' 2-way In Ceiling Speaker in White 6
DSAN RJ-45 to Cat-5 adapter with software to display Limitimer time on a PCbased computer1 DSAN Limitimer timer console 1
DSAN Audience signal light with 2'' high solid LED digit with green yellow red warning
1 Alzatex Surface Mount Request to Speak Station 12
Alzatex Queuing System Master Control Portable 1
Black Shielded Cat6 Cable 550MHz 1000' 23AWG Solid BC 4PR, F/UTP, ANSI/TIA 568.2-D, ISO/IEC 11801 Class E, UL CMR, PVC JKT- Black- 1000 FT/305 Meter Spool
Stranded sound alarm PVC cable, 2 conductor, 18 AWG, gray, 1000 feet box
Audio Cable, 1 Pair 22 AWG TC, Shielded, Riser - Black Reel 1,000 ft Misc. cabling and materials
Clocks
Request to Speak
Misc. Cabling and Materials
35 City of Oakley and PCD Inc –– Council Chambers Audio-Visual System Modernization Project

EXHIBIT B

VERIFICATION OF REQUIRED INSURANCE
36 STAFF REPORT
1 City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleygov.com DATE: March 10, 2026
TO: Joshua McMurray, City Manager
FROM: Billilee Saengchalern, Public Works Director/City Engineer SUBJECT: Adopt a Resolution Approving the Agreement with AU ENERGY, LLC for “Agreement of Property Owner for Provision of Landscaping in the Public Right of Way” pursuant to Conditions of Approval in Resolution No. 76- 21 for Emerson Ranch Commercial and Authorizing the City Manager to Execute the Agreement
Background and Analysis
on June 8, 2021, the City Council adopted Resolution 76-21 approving the Emerson Ranch Commercial Project Design Review (DR 04-21) to develop an approximately 8-acre commercial center to include a gas station and convenience store, car wash, drive-through restaurant, grocery store and three retail pad buildings for the property located at the northwest corner of E. Cypress Road and Sellers Avenue (APN 037- 192-038).

Condition 40c of the Conditions of Approval requires the owner to enter into an agreement with the City to maintain landscaping within the project right-of-way fronting the project at the property owner’s expense to a standard acceptable and agreed upon by the City.

AU ENERGY, LLC is the owner and will be responsible for the frontage landscape maintenance within the public right of way.

Consistency with the Oakley Strategic Plan 27+
This item is consistent with the Strategic Plan 27+ Community and Economic Development Goals.

Fiscal Impact
There is no fiscal impact associated with the agreement since all inspection, operations, and maintenance costs are the responsibility of the property owner.

Staff Recommendation
Staff recommends that the City Council adopt the resolution approving the “Agreement of Property Owner for Provision of Landscaping in the Public Right of Way” for DR 04-21 Emerson Ranch Commercial Project and authorizing the City Manager to sign the agreement on behalf of the City.

Approved and
Forwarded to the
City Council
37 STAFF REPORT
City of Oakley | 3231 Main Street, Oakley, CA 94561 2
O (925) 625-7000 | F (925) 625-9859 | www.oakleygov.com Attachments
1) Resolution
2) “Agreement for Property Owner for Provision of Landscaping in the Public Right of Way” pursuant to Conditions of Approval in Resolution No. 76-21 for Emerson Ranch Commercial and Authorizing the City Manager to Execute the Agreement 38 Resolution No. XX-26 Page 1
RESOLUTION NO. XX-26

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OAKLEY,

CALIFORNIA, APPROVING THE AGREEMENT WITH AU ENERGY, LLC (APN 037-192-038) FOR “AGREEMENT OF PROPERTY OWNER FOR PROVISION

OF LANDSCAPING IN THE PUBLIC RIGHT OF WAY PURSUANT TO
CONDITIONS OF APPROVAL” FOR EMERSON RANCH COMMERCIAL AND

AUTHORIZING THE CITY MANAGER TO EXECUTE THE AGREEMENT
WHEREAS, on June 8, 2021, the City Council adopted Resolution 76-21 approving the Emerson Ranch Commercial Project Design Review (DR 04-21) for the property located at the northwest corner of E. Cypress Road and Sellers Avenue (APN 037-192-038); and
WHEREAS, Condition of Approval No. 40c sets the requirement for the property owners to execute this agreement to maintain the right of way landscaping adjacent to the site at the owner’s expense; and
WHEREAS, AU ENERGY, LLC is the owner and will be responsible for the frontage landscape maintenance within the public right of way; and WHEREAS, execution of this agreement will satisfy the requirements of Condition of Approval No. 40c; and
BE IT RESOLVED, by the City Council of the City of Oakley that the “Agreement of Property Owner for Provision of Landscaping in the Public Right of Way Pursuant to Conditions of Approval” for the Emerson Ranch Commercial Project in the form attached hereto as Exhibit A is hereby approved and authorize the City Manager to execute the agreement.

PASSED AND ADOPTED by the City Council of the City of Oakley on this 10th day of March 2026 by the following vote:

AYES:

NOES:

ABSENT:

ABSTENTIONS:

APPROVED:

_______________________
Hugh Henderson, Mayor
39 Resolution No. XX-26 Page 2
ATTEST:
______
Kim Snodgrass, City Clerk Date
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62 STAFF REPORT
1 City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
DATE: March 10, 2026
TO: Joshua McMurray, City Manager
FROM: Billilee Saengchalern, Public Works Director/City Engineer SUBJECT: Adopt a Resolution Approving the Agreement with AU ENERGY, LLC (APN 037-192-038) for “Stormwater Management Facility Operations and Maintenance Agreement and Right of Entry” for DR 04-21 Emerson Ranch Commercial Project Located at 910 & 920 Cypress Road and Authorizing the City Manager to Execute the Agreement
Background and Analysis
The installation of the Permanent Stormwater Pollution Prevention Measures (BMP’s) for the DR 04-21 Emerson Ranch Commercial project was constructed with the improvements associated with the project. The City’s Stormwater Management and Discharge Control Ordinance requires proper operation and maintenance of the permanent BMP’s by the respective property owners. The “Stormwater Management Facility Operation and Maintenance Agreement and Right of Entry” memorializes the owner’s maintenance, operations and inspection obligation under the City’s Ordinance and the approved plans.

Under the Contra Costa Countywide National Pollutant Discharge Elimination System (NPDES) Municipal Stormwater Permit, projects “deemed complete” after February 15, 2005, are to comply with the provisions of the Permit. The City adopted an Ordinance, as required by the Permit, to enable this activity within the City of Oakley. A requirement of the permit is that each property implement stormwater treatment devices, fund the perpetual maintenance of those devices, and enter into an agreement with the City stating that the property owner will maintain the devices, grant a right of entry to City staff for inspections, and agree to pay the cost of City inspections.

Consistency with the Oakley Strategic Plan 27+
This item is consistent with the Strategic Plan 27+ for Community Health and Safety Goal.

Fiscal Impact
There is no fiscal impact associated with the agreement since all inspection, operations, and maintenance costs are the responsibility of the property owners.

Staff Recommendation
Staff recommends that the City Council adopt the resolution approving the “Stormwater Management Facility Operations and Maintenance Agreement and Right of Entry” for DR Approved and
Forwarded to the
City Council
63 STAFF REPORT
City of Oakley | 3231 Main Street, Oakley, CA 94561 2
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
04-21 Emerson Ranch Commercial Project located at 910 & 920 Cypress Road and authorize the City Manager to sign the agreement on behalf of the City.

Attachments
1) Resolution
2) “Stormwater Management Facility Operations and Maintenance Agreement and Right of Entry” for DR 04-21 Emerson Ranch Commercial Project 64 Resolution No. __-26 Page 1
RESOLUTION NO. XX-26

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OAKLEY,

CALIFORNIA APPROVING THE AGREEMENT WITH AU ENERGY, LLC (APN 037-192-038) FOR “STORMWATER MANAGEMENT FACILITY OPERATIONS AND MAINTENANCE AGREEMENT AND RIGHT OF ENTRY” FOR DR 04-21 EMERSON RANCH COMMERCIAL PROJECT LOCATED AT 910 & 920

CYPRESS ROAD AND AUTHORIZING THE CITY MANAGER TO EXECUTE

THE AGREEMENT
WHEREAS, the City of Oakley’s Stormwater Management and Discharge Control Ordinance requires proper operation and maintenance of the Permanent Stormwater Pollution Prevention Measures installed for the Emerson Ranch Commercial Project; and
WHEREAS, the “Stormwater Management Facility Operations and Maintenance Agreement and Right of Entry” memorializes the owner’s maintenance, operations, and inspection obligations under the City’s Ordinance and the approved plans; and WHEREAS, the installation of the Permanent Stormwater Pollution Prevention Measures for the Emerson Ranch Commercial project will be consistent with the approved improvement plans; and
WHEREAS, AU ENERGY, LLC, the current owner of the parcel described in Exhibit A, desires to execute the “Stormwater Management Facility Operations and Maintenance Agreement and Right of Entry”; and
NOW, THEREFORE, BE IT RESOLVED AND ORDERED, that the City Council of the City of Oakley does hereby approve the “Stormwater Management Facility Operations and Maintenance Agreement and Right of Entry” for the Emerson Ranch Commercial project in the form attached hereto as Exhibit A and authorizes the City Manager to execute the agreement.

PASSED AND ADOPTED by the City Council of the City of Oakley at a meeting held on the 10th day of March 2026 by the following vote:

AYES:

NOES:

ABSENT:

ABSTENTIONS:
65 Resolution No. __-26 Page 2
APPROVED:

_______________________
ATTEST: Hugh Henderson, Mayor
______
Kim Snodgrass, City Clerk Date
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74 STAFF REPORT
1 City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.ci.oakley.ca.us DATE: March 10, 2026
TO: Joshua McMurray, City Manager
FROM: Troy Faulk, Recreation Manager
SUBJECT: Approval of the Special Event Beverage Concessions Non-Profit Selection
Background and Analysis
Each year the Recreation Division hosts special events throughout the year that are designed to bring residents and visitors to Oakley and activate our downtown area.

Those events include: Concerts in the Park in partnership with Foodie Crew on May 1 st, June 5th, August 7th, September 4th and October 2nd , Summer Fest on June 27
th
,
and Heart of Oakley on September 19th.

On January 12
th, 2026 a Request for Proposal for Beer and Wine Concessions was released for non-profit organizations to submit their proposals. The proposal was advertised on social media including Facebook and Instagram as well as included in the Oakley eNews. All non-profits who had previously submitted a proposal in 2025 were also contacted via email. The deadline for nonprofit organizations to submit their proposals was February 17th. Staff received five proposals from organizations including:
 Be Exceptional
 East County All Star Fundraising
 East County Diehards Baseball/Softball
 Pillars of Hope
 Rotary Club of Oakley
The applicants who were selected will be required to submit a report following the event that they are selected for, this information will be presented to the City Council in March of 2027.

Consistency with Oakley Strategic Plan 27+
The Oakley Strategic Plan 27+ highlights that community and collaborative partnerships are a primary goal. Partnering with non-government organizations, the RFP provided the City of Oakley the opportunity to foster and maintain strong relationships with these types of groups and to assist them in their community Approved and
Forwarded to the
City Council
75 STAFF REPORT
CITY HALL | 3231 Main Street, Oakley, CA 94561 2
O (925) 625-7000 | F (925) 625-9859 | www.CI.Oakley.CA.US efforts. Additionally, the Strategic Plan 2027+ goal of providing our residents, businesses and visitors an opportunity to recreate and relax which are also reflected in the goals of the events offered.

Fiscal Impact
There is no fiscal impact associated with the selection of the non-profit organizations.
2025 Results
Non-Profit groups that participated in the 2025 event series were instructed to report their total sales and profits from the alcoholic sales at their respective events. Below is a table detailing these results. In all, Oakley Non-Profit groups reported $19,303 revenue generated across seven events; a $3,722 increase from events held in 2024.

Date Event Non-Profit Total Sales Total Profits
May 2nd Concert Pillars of Hope $1,756.00 $1,216.56
June 6th Concert Be Exceptional $1,046.00 $842.00
June 28th Summerfest Rotary Club of Oakley $4,620 $3,323 August 1st Concert East County Diehards $2,000 $1,550
September 5th Concert Pillars of Hope $2,020.00 $1,554.00 September 20th
Heart of
Oakley East County All Star Fundraising $6,405.00 $5,493.63 October 3rd Concert East County Diehards $1,456.00 $944.33 Total for 2025: $19,303.00 $14,923.52
76 STAFF REPORT
CITY HALL | 3231 Main Street, Oakley, CA 94561 3
O (925) 625-7000 | F (925) 625-9859 | www.CI.Oakley.CA.US Staff Recommendation
Staff recommend dividing the events up so that all non-profit organizations that submitted an RFP are able to fundraise for their organizations.

Staff reviewed the submissions and assessed them on three categories:

Demonstration of experience selling beer/wine at large scale events, Demonstration of the staff/volunteer capacity, Demonstration of alignment with Strategic Plan 27+.

Staff also considered how each proposal best aligned to the various events.

Based on the assessment staff recommends the assignment of organizations to events below:

May Concert: East County Diehards
June Concert: Pillars of Hope
Summerfest: Rotary Club of Oakley
August Concert: Be Exceptional
September Concert: East County Diehards
Heart of Oakley: East County All Stars
October Concert: Be Exceptional
Attachments

1. Be Exceptional Proposal

2. East County All Star Fundraising Proposal

3. East County Diehards Baseball/Softball Proposal

4. Pillars of Hope Proposal

5. Rotary Club of Oakley Proposal
77 1265 Dainty Ave Brentwood, CA 94513
Phone: (925) 978 4161
Email: [email protected]
Website: Beexceptionalprograms.com
To Whom It Mat Concern:

Be Exceptional would like to enter this proposal to the City of Oakley for being the Event Beverage Concession Services RFP at an event during the 2026 year. I, Joseph Ogo Be Exceptional’s Director/CFO, am the contact regarding this proposal and reside at 789 Griffith Lane, Brentwood, CA, 94513 and can be contacted by phone at 503 975 5239 with any questions or concerns in regard to this proposal.

Joseph Ogo 01/15/2026
78 1265 Dainty Ave Brentwood, CA 94513
Phone: (925) 978 4161
Email: [email protected]
Website: Beexceptionalprograms.com
This proposal is for Be Exceptional to be responsible for providing all staff, beer, wine, and any other supplies and equipment necessary for the concession operations for the event or events we are chosen for.

We would appreciate consideration for the Summer fest or Heart of Oakley Festival. Be Exceptional will facilitate the beer and wine sales at events by first consulting with the city of Oakley in at least two preplanning meetings to figure out the appropriate amount of beer and wine to purchase, the number of booths wanted, and how many staff members need to be in attendance. We will provide a minimum of five craft beers and two wines, and would serve beer and wine in cups, not cans or bottles. We will make sure we purchase and have the beer and wine on hand at least one week prior to the event. Be Exceptional will have the permits (a copy of the approved ABC Daily Permit, and proof of valid certified Responsible Beverage Service) that are required on hand 2 weeks prior to the event. Be Exceptional already works with the City of Oakley Parks and Recreation and has insurance in place. Our staff will have Be Exceptional shirts on and will follow all policies in place. We would set up and clean up for the event appropriately. We have done booths at events in the past, so we have tables, an awning, and promotional stuff for our organization. Within 10 business days of the event conclusion, Be Exceptional will submit a written report detailing the total sales and profit. Be Exceptional’s goal is to use the funds that we earn to continue to provide inclusive recreational classes and social events for people of all abilities to people within the Oakley area. We are qualified to provide services at the events because of the experience we have had in coordinating several events throughout the years. 79 1265 Dainty Ave Brentwood, CA 94513
Phone: (925) 978 4161
Email: [email protected]
Website: Beexceptionalprograms.com
Be Exceptional has been involved in many community events and is excited to use our experience with the City of Oakley to provide the beer and wine at events. We have put on many recitals throughout the years which has allowed to us learn how to handle volunteer/staff coordination, working with the event hosts, providing food and beverages to purchase during intermission, and providing an inclusive environment to all. We have worked at local wineries and other community events in the past to help provide support (pour beer and wine) to other non-profits when they had fundraisers there. Be Exceptional worked the city of Oakley to do concessions last year at a concert in the park. Be Exceptional appreciates the opportunity to work with the City of Oakley again to provide the beer and wine at some of their events.

Louise Green - 925 352 5837
Lee Charron- 831 334 4666
References:

Elite Dance Studio
NHS Skateboard Company
Special Haven David Chuey- 650 703 0511
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1 February 2nd, 2026
City of Oakley
Event Beverage Concession Services RFP
3231 Main Street
Oakley, CA 94561
Dear Ms. Alicia O’Leary,
Following the City of Oakley’s invitation for nonprofit organizations to seek participation in the City of Oakley's festivals and events as alcoholic beverage vendors, Pillars of Hope, Inc., is once more pleased to present this application with hopes of securing approval. Enclosed is Pillars’ submission outlining our credentials, background, operational capabilities, planned use of generated revenue, professional references, and supplementary remarks.

Last year’s experience proved that Pillars is well-equipped to handle beer and wine concessions.

From the organization’s beginning, Pillars has successfully organized and executed various fundraising events since 2011. With a spirited, enthusiastic approach, Pillars brings genuine dedication to every event. Serving as a concessionaire at one or more 2026 festivals/events would provide a valuable chance for Pillars to generate funds while connecting with community members who haven’t yet discovered the issue of human trafficking in our community.

This proposal was prepared by Debra Brown, executive director, and Morgan Gleeson, Assistant Executive Director, on behalf of Pillars of Hope, Inc. Contact information is noted below.

Pillars of Hope, Inc. Debra Brown Morgan Gleeson
Mailing Address:
3377 Deer Valley Rd. 2990 Almondwood Pl 1601 Hoffman Lane Unit 422 Antioch, CA 94531 Oakley, CA 94561 Byron, CA 94514 Cell: 925-457-3977 Cell: 925-305-3711 Cell: 925-446-7129 Email: [email protected] Email: [email protected] Email: [email protected] Website: pillarsofhope.us
Once again, Pillars of Hope expresses gratitude for the opportunity to collaborate with the City of Oakley and generate revenue for our organization. Past attendance at the City of Oakley’s Concert in the Park events exceeded our expectations. Our organization is eager to participate again this year and hopes to potentially contribute at multiple events.

Sincerely,
Pillars of Hope, Inc.

Debra Brown, Executive Director
Morgan Gleeson, Asst. Executive Director
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EVENT BEVERAGE CONCESSION SERVICES
Part 2: Proposal Summary
Pillars of Hope, Inc. is committed to ensuring that every fundraising event benefits both our organization and its attendees. Meticulous attention is paid to every aspect of each event, from initial planning through final cleanup. Our volunteers and staff proudly showcase Pillars in the exemplary manner it warrants. Our 4th annual golf tournament in September 2025 achieved remarkable results, generating nearly $36,000 for our nonprofit. With a committed board of directors and more than 30 volunteers actively engaged in fundraising and furthering our mission to assist human trafficking survivors, Pillars of Hope demonstrates unwavering dedication.

Executive Director Debra Brown embodies this resolute spirit, which Pillars will bring to Oakley events as well.

Since achieving 501(c)(3) status in 2011, Pillars of Hope has accumulated substantial experience managing alcohol at numerous fundraising events. Between 2013 and 2025, Pillars received annual daily ABC licenses for events such as crab feeds and tri-tip and prawn dinners. Most recently, in May and September of 2025, we obtained licensing for the City of Oakley’s Concert in the Park events. Not a single incident has occurred at any of these gatherings. Our staff and volunteers maintain exceptional professionalism and responsibility while ensuring everyone enjoys themselves.

Regarding organizational capacity, Pillars of Hope secures funding through grant applications and monthly contributions from individuals, corporations, and businesses. Organizations such as Brentwood and Oakley Rotary, along with Soroptimist International, have supported Pillars of Hope in multiple ways.

Pillars of Hope’s business infrastructure includes two part-time staff members, six board members, two of whom reside in Oakley, and ten advisory board members that include a district attorney, a victim advocate, three police officers, an investigator, a therapist, a survivor, a financial advisor, and a lawyer. Pillars currently has 32 volunteers who serve in a variety of ways. Everyone in the Pillars of Hope organization has taken training classes on the impact of human trafficking. Many have completed specialized courses, including trauma-informed, de-escalation, and self-care training.

The organizational structure of Pillars of Hope comprises one full-time and two part-time employees, seven board members (including two Oakley residents), and ten advisory board members consisting of a district attorney, a victim advocate, three police officers, an investigator, a therapist, a survivor, a financial advisor, and a lawyer. Currently, 32 volunteers contribute their services in various capacities. Every individual in Pillars of Hope’s organization has completed human trafficking training. Additionally, many have pursued specialized instruction in trauma-informed care, de-escalation techniques, and self-care practices.

Regarding organizational culture and climate, Pillars of Hope’s board, staff, and volunteers demonstrate strong professional standards, comply with established policies and procedures, and remain flexible in the face of change.
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Concerning collaborations and partnerships, Pillars maintains multiple Memorandums of Understanding with organizations throughout the local area and state, as well as one with an Atlanta, Georgia-based rescue organization and another with an international organization based in Northern Mexico.

Revenue generated from serving as a beer and wine concessionaire at Oakley’s 2026 festivals and/or events will enable Pillars of Hope to deliver educational presentations and training to Oakley residents and students. Pillars possesses expertise in recognizing human trafficking indicators and understanding how perpetrators operate and manipulate young people to establish trust. This is where it all begins…and it needs to stop. Perpetrators frequently exploit social media as a primary tool. Parents and children need education on identifying predatory behavior and warning signs to keep young people from becoming victims. Training sessions currently take place at Laurel Ridge Church in Oakley. Expert speakers share their knowledge on various topics related to human trafficking. Despite being a smaller community, Oakley’s rapid expansion in recent years has brought challenges similar to those facing larger urban areas. Pillars of Hope has assisted two Oakley trafficking victims and successfully facilitated the safe return of one to her family and the other to a program.

Once Pillars of Hope receives authorization to operate a beer and wine booth at Oakley’s 2026 festivals and/or events, we will partner with Brentwood’s Hop Asylum to arrange beverages, mirroring last year’s successful collaboration. Hop Asylum will provide the required quantity of craft beer and wine and help determine appropriate inventory levels to meet our commitment to the City of Oakley. Multiple wineries, mostly from the local region, back Pillars and will contribute two extra wine varieties. At each event where Pillars of Hope is selected, we will ensure that at least 2 volunteers hold valid Responsible Beverage Service Certificates. All necessary permits and licenses will be obtained no later than 30 days prior to each event. Our staffing and volunteer strategy for setup and cleanup will be organized as follows: the initial team will arrive two hours ahead of event start time (meeting the City of Oakley’s specifications); a second shift will cover a three to four-hour period; and the final team will handle the remaining time, including cleanup and breakdown. Executive Director Debra Brown and Assistant. Executive Director Morgan Gleeson will maintain a presence throughout each event, ensuring at least one of us remains at the booth.

Part 3: Background and Experience
Pillars of Hope, Inc. was founded on September 17th, 2010, and received 501(c)(3) nonprofit status in April 2011. Operating as a Bay Area nonprofit headquartered in Oakley, Pillars of Hope has maintained an active presence across the Bay Area since 2013, delivering educational presentations and training on human trafficking and the methods exploiters use to target young women and children. Since 2015, our Street Outreach Program has connected with potential victims across Contra Costa, San Francisco, and Solano counties, informing them that a better life is possible beyond their current circumstances. In 2019, Pillars of Hope launched the Victim & Survivor Assistance Program, which provides financial support to human trafficking victims seeking to flee their traffickers and enter restorative programs. Typical rescue-related costs include transportation, clothing, food, a new phone, and temporary hotel accommodations until placement in a program is secured. Additional services needed when rescuing victims or 92 4
supporting survivors include medication, dental/medical treatment, removal of trafficker-applied branding tattoos, and more. Since the program's inception, Pillars has assisted 502 individuals.

Pillars collaborates closely with the District Attorney’s offices in Contra Costa and Alameda counties, rescue organizations, and street outreach partners.

Since 2011, Pillars of Hope has held annual fundraising events that require daily ABC licenses.

Eight such events took place at the Pittsburg Senior Center between 2013 and 2019, with seven featuring crab feeds, prawns, and tri-tip fundraisers. Pillars of Hope has participated annually in the City of Oakley Concert in the Park events since 2023. Additional events include our annual golf tournament, which we have held since 2022 at Antioch’s Lone Tree Golf & Event Center.

We have never had an incident at any event we hosted.

The staff and volunteers of Pillars of Hope are dedicated to demonstrating strong professional standards and ethical conduct at the City of Oakley’s 2026 festivals and/or events.

The attendance and support that Pillars of Hope received from the City of Oakley and event participants at both 2025 Concert in the Park events exceeded our expectations. Our organization is enthusiastic about participating once more this year and hopes to contribute to two events, ideally including a major one.
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Part 4: References:

Mary Knox, Contra Costa County Deputy District Attorney; Pillars of Hope’s Advisory Board Member
Phone: 925-957-2222 Email: [email protected]
Chuck Blazer, Human Trafficking Investigator, Contra Costa County District Attorney’s office, Pillars of Hope’s Advisory Board Member
Phone: 925-382-4319 Email: [email protected] Lisa Carter - CD & Power; Pillars of Hope’s largest business door Phone: 925-766-0884 Email: [email protected]
Part 5: Additional Information:

Pillars of Hope strives to raise awareness about human trafficking throughout Contra Costa County and the surrounding communities. Our organization eagerly anticipates becoming a regular presence at Oakley festivals and/or events. This will enable Oakley residents to connect with the individuals driving Pillars and gain deeper insight into our mission. The ultimate objective of Pillars is to establish a rescue facility within Contra Costa County that offers restoration and healing to human trafficking victims, and by God’s grace, this vision will become reality.
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Event Beverage Concession Services RFP
Part 1: Letter of Transmittal
The Rotary Club of Oakley (RCO) submits this Letter of Transmittal for the Event Beverage Concession Services RFP. As a 501c3 Non-Profit orga ization (Appendix A), we meet weekly every Thursday at 7:30 am at Black Bear Diner. Our mailing address is listed below. Our main point of contact is Dave Wahl, RCO member and past president. His contact information is listed below as well.

Rotary Club of Oakley
P.O. Box 435
Oakley, CA 94561
(925) 323-7602
Dave Wahl
1823 Pheasant Run Terrace
Brentwood, CA 94513
[email protected]
(925) 323-7602
Dave Wahl
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Part 2:Proposal Summary
The Rotary Club of Oakley is pleased to submit this "E;vent Beverage Concessions Services" proposal in order to support the alcohol event beverage concession at one or all of the events planned by the City of Oakley, including the Oakley Summer Fest, Heart of Oakley Festival, and Concerts in the Park, using a California Department of Alcoholic Beverage Control Daily Beer and Wine license. As a non-profit organization, The Rotary Club of Oakley embraces this opportunity to actively engage with our community and generate funds for impactful community service projects.

Qualifications
Rotary is primarily a leadership organization and encourages members to come forward with hands-on community service project proposals that will enhance the quality of life in the Oakley community. The opportunity to lead each event will rotate among our membership. The majority of Rotary members are small business owners or come from management level public sector positions with strong administrative skills. These qualities have contributed to the Club being voted Oakley's top non-profit by readers of the Oakley Press for the past six years.

Organizational Capacity
The Rotary Club of Oakley currently has 27 members and continues to add new members. We maintain a strong partnership with our sponsoring Rotary Club in Brentwood, with members from both clubs frequently volunteering at each other's fundraisers and community service projects. Rotary is also a family-friendly service organization, and it's common for members' families to participate alongside them in community initiatives and events.

Experience
Since its charter on May 29, 2019, the Rotary Club of Oakley has completed over 150 community service projects, including multiple fundraisers. For over six years, our members have worked tirelessly to support the Oakley community-painting 35-foot-wide U.S. maps on elementary school playgrounds, providing food to more than 250 families, and providing toys to over 600 children through our Christmas Food & Toy program. Each project involved various levels of planning, including in-person and online meetings, volunteer coordination, budgeting, marketing, permitting, and post-event evaluations. Details on key projects can be found in Part 3: Background and Experience.

Revenue from the beverage concession(s) will allow us to continue to fund:
• The distribution of 600+ personal dictionaries to all Oakley Union Elementary School District (OUESD) and Knightsen Elementary School District 3rd graders • Eight (8) $1,000 scholarships to Freedom High School graduating seniors. 96 3
• The Christmas Food & Toy program which provides food to more than 250 local families, and toys to over 600 children.
• Providing minor repair and home maintenance to our Oakley senior citizens through our Rotary Home Team.
• The collection and disposal of trash from a 1+ rnile stretch of Main Street {Adopt-AStreet). • The packaging of food for school children in developing countries {Kids Against Hunger). • Sponsoring two Freedom HS students at Camp Royal, a week-long leadership summer camp and/or sponsoring two Freedom High School students to Camp Venture, an entrepreneur summer camp.
• Continue the Girls Empowerment event, dedicated to mentoring, developing leadership skills, and building confidence in Oakley's 8th-grade girls. • Purchase, build and fly kite kits for children participating in the City of Oakley Science Week "Take Flight, Build a Kite" event.
• Continue installing Little Free Libraries throughout the community in partnership with the Contra Costa County Office of Education, Oakley Union Elementary School District, and The City of Oakley.

Regarding delivery schedule and staffing for beer and wine concession{s); thirty days prior to each event, we will obtain the needed Oakley Police Department Permit and California Department of Alcoholic Beverage Control Daily Beer and Wine license and the needed insurance policy. We will obtain all beer and wine and essential equipment such as beer and wine cups the week of the event. Beer will be obtained the morning of the event, along with appropriate equipment such as one or more jockey boxes or a mobile beer trailer.

Rotarians will work 3 - 4-hour shifts including a set-up and clean-up schedule. We already have a 10' x 10' branded canopy, plus folding tables, chairs, and Rotary-branded banners, that will be required for our booth and the volunteers to set up and clean up for each event as needed.

Part 3: Background an� Experience
In 2022 the Oakley Rotary Club provided beer and wire concession services for seven (7) City of Oakley events as well as every Friday Night Bites. In 2023, 2024, and 2025, the RCO was awarded the concession contract for Summerfest. In 2025, though not part of the original RFP, the Club operated the "expanded" beer garden experience which included partnership with local Oakley business, The Beer Aisle.

In 2022, using funds from the payment of annual dues from club members, the RCO purchased a commercial grade beer dispensing unit referred to as a "jockey box" plus equipment and supplies to provide concession services including two branded 10' x 10' canopies, folding tables 97 4
and chairs, cash box,Square credit card processing appliances, rubber floor mats, 100 qt ice chest, outdoor lighting strands, portable power supply, multiple 44 qt. keg tubs, wooden tokens, colorful table covers, wrist bands, combination hand truck and wheeled cart. All equipment is stored in a donated local storage facility.

For each of our events, we are fortunate to have roughly a dozen Oakley Rotarians, including family members, sign up to staff each event in 3-4-hour time blocks including set up and take down. Club members, wearing Rotary-branded apparel, enjoy the fellowship and sense of service in providing an important element to each of the City events. Members take turns pouring beer and wine, chatting with customers, selling tokens, or changing out spent beer kegs and wine bottles. Oakley Rotary is also fortunate to have the owner of Oakley's Grocery Outlet as a member of the Club. Matt Amaro and his wife Karen generously allow the club to use their walk-in refrigerator to store beer kegs, a critical need when going through 6-8 kegs of beer on a blistering hot Oakley afternoon. Partnership with The Beer Aisle is expected to continue and expand as needed.

For each event RCO applies for and obtains a California Department of Alcoholic Beverage Control Daily Beer and Wine license as well as a permit from the Oakley Police Department.

The U.S. Rotary Club and District Liability Insurance Program ("Program") provides general liability insurance coverage to all active U.S. Rotary clubs and districts and Rotaract clubs for their liability arising out of bodily injury and property damage to a third party, subject to policy terms and conditions. An overview of the general liability insurance provided by the Program as detailed in Appendix B.

Additionally, the Rotary Club of Oakley has members who have successfully completed the California Responsible Beverage Service Training Course. One of these members is always on premises during beer and wine concession services.

We have also partnered with Freedom High School Boosters to help run the concession stand at home games where we sell tri-tip sandwiches, hot dogs, nachos, snacks, and beverages.

Rotarians are also part of the set-up and clean-up for each of these events. With this event, Rotarians sign up for two-hour shifts but in the end, most Rotarians stay for the entire time because they enjoy interaction with the parents and high school students. We normally use sign-up sheets to let Rotarians pick the time that will work best for their schedule and ensure a commitment on their part. Oakley Rotarians love to engage with our community, and we have no issues getting volunteers to work at an event.
98 5
Part 4: References
Greg Robinson
Publisher - Brentwood Press Publications
Member of the Rotary Club of Brentwood
925-634-1441
[email protected]
Joseph Nardone
Brentwood Craft Beer and Cider, Owner
Member of the Rotary Club of Brentwood
925-428-1616
[email protected]
Derrick Augustine
Black Bear Diner Oakley, Co-Owner
925-206-2467
[email protected]
Part 5:Additional Information
Rotary is a global network of 1.4 million neighbors, friends, leaders, and problem-solvers who see a world where people unite and take action to create lasting change - across the globe, in our communities, and in ourselves.

The mission of the Rotary Club of Oakley is to provide service to others through our fellowship of business, professional, and community leaders. We support organizations, projects and other initiatives that promote education and community service and that exemplify the object of Rotary International - to encourage and foster the ideal of service as a basis of worthy enterprise.
99 IRS
Department of the Treasury
Internal Revenue Service
� Tax Exempt and Government Entities
P.O. Box 2508
Cincinnati, OH 45201

ROTARY CLUB OF OAKLEY FOUNDATION

C/O DAVE WAHL
1823 PHEASANT RUN TERRACE
BRENTWOOD, CA 94513-2628
Date:
10/07/2020
Employer ID number:
85-2603917
Person to contact:

Name: Customer Service
ID number: 31954
Telephone: (877) 829-5500
Accounting period ending:

June 30
Public charity status:
170(bX1 )(A)(vl)
Form990 / 990-EZ / 990-N required:

Yes
Effective date of exemption:

May 18, 2020
Contribution deductibility:

Yes
Addendum applies:

No
DLN:
26053637007470
Dear Applicant:

We're pleased to tell you we determined you're exempt from federal income tax under Internal Revenue Code (!RC) Section 501(c)(3). Donors can deduct contributions they make to you under IRC Section 170. You're also qualified to receive tax deductible bequests, devises, transfers or gifts under Section 2055, 2106, or 2522. This letter could help resolve questions on your exempt status. Please keep it for your records.

Organizations exempt under IRC Section 501(c)(3) are further classified as either public charities or private foundations. We determined you're a public charity under the IRC Section listed at the top of this letter.

If we indicated at the top of this letter that you're required to file Form 990/990-EZ/990-N, our records show you're required to file an annual information return (Form 990 or Form 990-EZ) or electronic notice (Form 990-N, thee-Postcard). If you don't file a required return or notice for three consecutive years, your exempt status will be automatically revoked.

If we indicated at the top of this letter that an addendum applies, the enclosed addendum is an integral part of this letter.

For important information about your responsibilities as a tax-exempt organization, go to www.irs.gov/charities.

Enter "4221-PC" in the search bar to view Publication 4221-PC, Compliance Guide for 501(c)(3) Public Charities, which describes your recordkeeping, reporting, and disclosure requirements.

Sincerely,
�a,.�
Stephen A. Martin
Director, Exempt Organizations
Rulings and Agreements
Letter 947 (Rev. 2-2020)
Catalog Number 35152P
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THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POU ClES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

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ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved.

The ACORD name and logo are registered marks of ACORD
7/1/2026
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SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

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AUTHORIZED REPRESENTATIVE
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101

STAFF REPORT

City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
DATE: March 10, 2026
TO: Joshua McMurray, City Manager
FROM: Ken Strelo, Community Development Director
SUBJECT: Bridgehead Industrial Project (GPA 02-23,
RZ 04-23, TM 10-23, DR 11-23, MSP 01-23, DA 2025-01) – Waive the First Readings and Introduce Two Ordinances and Adopt Three Resolutions Regarding an Application Requesting Approval of a General Plan Amendment, Rezone, Tentative Map, Design Review, Master Sign Program, and Development Agreement, including Certification of an Environmental Impact Report
Background and Analysis

SUMMARY
This is an application by Oxfoot Oakley LLC ("Applicant") requesting approval of 1) a General Plan Amendment (GPA 02-23) to redesignate the General Plan Land Use Designation of the southern portion (approximately 76.4-acres) of the approximately 164-acre site from Commercial (CO) to Light Industrial (LI); 2) a Rezone (RZ 04-23) to re-classify the Zoning District for the entire project from BPL (Business Park Low) District (northern portion) and SP-2 (River Oaks Crossing Specific Plan) District (southern portion) to P-1 (Planned Unit Development) District in conjunction with a Preliminary Development Plan; 3) a Tentative Map (TM 10-23) to subdivide the three existing parcels totaling approximately 164 acres into 10 lots; 4) a Design Review (DR 11-23), including site design and building architecture for 10 buildings totaling approximately 3.12 million square feet; 5) a Master Sign Program (MSP 01-23) for sign designs and specifications for the entire site, including all future buildings and entrances; and 6) a Development Agreement (DA 2025-01) ("Project"). Certification of the Project’s Environmental Impact Report (SCH# 2024050471) will also be considered.

The northern and southern portions are bisected by the BNSF railroad tracks and known as the North Development Area and the South Development Area. The North Development Area is zoned BPL (Business Park Low) District and is bordered by the Oakley Logistics Center to the west, Big Break Road to the east, open space to the north, and the BNSF railroad tracks to the south (APN 037-020-007). The South Development Area is zoned SP-2 (River Oaks Crossing Specific Plan) District and is bordered by Bridgehead Road to the west, the BNSF railroad tracks to the east and north, and Main Street to the south (APNS 037-040-007 and 037-040-015).

GENERAL PLAN AND ZONING
General Plan
The following descriptions are from the Land Use Element (Chapter 2) of the Oakley General Plan, as amended January 11, 2022.

Approved and
Forwarded to the
City Council
102

City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
• Existing Land Use Designation (North Development Area):
o Light Industrial (LI) – The Light Industrial (LI) designation provides for limited fabrication, manufacturing, processing, packaging and assembling uses; wholesale, distribution, warehousing and storage uses; vehicle and machinery repair; research and development; industrial parks; public/semi-public uses and similar and compatible uses. Heavy industrial uses that emit significant amounts of smoke, noise, light and/or pollutants are not allowed. Uses that are incompatible with residential uses due to noise, vibration, or other characteristics are not permitted in locations that may impact existing or future residential development. Wherever possible, uses should be combined in development projects that incorporate various uses to minimize travel and transport for goods and services related to and required to support the industrial use.
• Existing Land Use Designation (South Development Area):
o Commercial (CO) – The Commercial (CO) designation provides for neighborhood, community, and regional-serving retail and service uses; limited office uses; restaurants; service stations; highway-oriented and visitor-serving commercial and lodging; auto-serving and heavy commercial uses; public and semi-public uses; public gathering facilities, and similar and compatible uses. Because the designation encompasses a broad range of uses, the allowed uses and development form on a particular site will depend upon the zoning and the characteristics of surrounding land uses. Uses that are incompatible with residential uses due to noise, vibration, or other characteristics are not permitted in locations that may impact existing or future residential development.
• Proposed Land Use Designation (South Development Area):
o Light Industrial (LI) – See LI Description above.

Zoning
The following descriptions are from the Oakley Municipal Code, Title 9, Chapter 1, Zoning, and the River Oaks Crossing Specific Plan.
• Existing Zoning (North Development Area):
o Business Park Low (BPL) District – The purpose of the BP District is to provide for establishment of high quality business office parks in a campus environment at key locations within the City of Oakley. No 103

City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
residential uses of any kind are permitted or conditionally permitted in the BPL district.
• Existing Zoning (South Development Area):
• SP-2 (River Oaks Crossing Specific Plan) District – The River Oaks Crossing Specific Plan focuses on a 76.4-acre site situated on the north side of Main Street, east of Bridgehead Road, and south of the BNSF Railroad line. As shown in Figure SP 2-1 [of the Specific Plan document], the project site is situated at the westerly entrance to the City of Oakley from Main Street, adjoining Highway 160. The 76.4-acres include Assessors Parcels 037-040-015 and 037-040-007, and excludes the existing service station and drive-through coffee bar located at the northeast corner of Bridgehead Road and Main Street.

No building improvements exist on the property, which is currently farmed.
• Proposed Zoning (North and South Development Areas):
o P-1 (Planned Unit Development) District – The purpose and intent of the P-1 District is as follows: A large-scale integrated development, infill development, or a General Plan special area of concern provides an opportunity for, and requires cohesive design when flexible regulations are applied, whereas the application of conventional regulation, designed primarily for individual lot development, to a large-scale development, infill development, or special area may create a monotonous and inappropriate neighborhood or development. The purpose of the P-1 District is to allow diversification in the relationship of various uses, buildings, structures, lot sizes and open spaces, ensure compatibility with surrounding land uses, and to ensure substantial compliance with the General Plan and the intent of the Municipal Code in requiring adequate standards necessary to satisfy the requirements of the public health, safety and general welfare. These standards shall be observed without unduly inhibiting the advantages of a large-scale site or special area planning. The P-1 district may also be used to provide additional zoning control by establishing site-specific conditions of approval and standards for a specific P-1 district.

EXISTING CONDITIONS AND SURROUNDING LAND USES
The project site is relatively flat with a gradual slope from northwest to southeast.

The elevation at the project site ranges between approximately 15 to 35 feet above mean sea level (amsl). The North and South Development Areas are cultivated with vineyards. Existing on-site buildings associated with the vineyards are located within the North Development Area. An existing 84-inch storm drain line runs north-to-south within the North Development Area and an existing 54-inch storm drain line runs north-south within the South Development Area. An existing 35-foot drainage 104

City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
easement and an overlapping 45-foot temporary construction easement are centered in the middle of the existing pipe within the North Development Area. An existing 15- foot easement for the existing pipe and a 45-foot temporary construction easement are located within the South Development Area. The South Development Area is located within the River Oaks Crossing Specific Plan area. The 2007 River Oaks Crossing Specific Plan EIR evaluated development of the South Development Area with up to approximately 690,000 square feet (sf) of retail development.

Surrounding existing uses include single-family residences, a marina, and the San Joaquin River to the north of the North Development Area; a construction company, single-family residences, the Big Break Regional Trail, and the Big Break Regional Shoreline Park to the east, across Big Break Road; agricultural land, light industrial uses, commercial uses, and single-family residences to the south, across Main Street; and the Contra Costa Logistics development, light industrial uses, undeveloped land, and commercial uses to the west and north of both development areas. Figure 1 shows the project site and surrounding uses.

Figure 1. Project Site and Surrounding Uses

PROJECT DESCRIPTION
Proposed General Plan Amendment
The North Development Area is currently designated as LI and the South Development Area is currently designated as CO. The proposed project includes a 105

City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
General Plan Amendment to change the land use designation for the 76.4-acre South Development Area from CO to LI.

Proposed Rezone
The proposed project includes a Rezone to change the North Development Area’s zoning designation from BPL District and the South Development Area’s zoning designation from SP-2 District to Planned Unit Development (P-1) District. A P-1 District zoning designation would allow for flexibility to develop limited manufacturing and other light industrial uses at the project site, which are compatible with light industrial/business parks. Requirements for the P-1 District would be established as part of the adoption of the P-1 District for the project site. Approval of a Rezone would ensure compatibility with surrounding land uses and maintain substantial compliance with the City’s General Plan. Preparation of a Final Development Plan is required for developments in the P-1 District pursuant to Municipal Code Section

9.1.1002.h.3.

The Bridgehead Industrial Planned Unit Development (PUD) includes development standards related to the proposed P-1 District, design guidelines, and implementation details for development of the proposed project. The PUD allows for flexibility to respond to both the current and future real estate market and development trends. The PUD includes descriptions and exhibits to define and illustrate the following components:
• Conceptual Site/Building Architecture;
• Preliminary Landscape Concept;
• Lighting;
• Fencing;
• Signage;
• Street Circulation;
• Pedestrian Circulation;
• Public Transportation;
• Utilities; and
• PUD Administration.

Proposed Tentative Map
The proposed project includes a Tentative Map (Subd. 9694) to subdivide the three existing parcels (APNs 037-020-007, 037-040-007, and -015), totaling 164 acres into 10 lots. Each lot would be developed with one building, for a total of 10 buildings at the project site, ranging in size from 117,180 sf to 936,680 sf (see Table 1).

Buildings 1 through 5 would be located within the North Development Area and Buildings 6 through 10 would be located within the South Development Area. All buildings within the project site would have a maximum building height of 60 feet.

The exact tenants and operations for the proposed buildings are unknown at this time. It is not unusual for projects such as the proposed project to not have tenants identified at the time of entitlement. For example, the Oakley Logistics Center did 106

City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
not have known tenants at the time of entitlement. Even smaller projects such as the Light Oak Industrial Park, currently under construction on Live Oak Avenue, did not have any tenants identified at the time of entitlement. The future uses are anticipated to be industrial uses consistent with the City’s LI General Plan land use designation, which allows for limited fabrication, manufacturing, processing, packaging and assembling uses; wholesale, distribution, warehousing and storage uses; vehicle and machinery repair; research and development; industrial parks; public/semi-public uses and similar and compatible uses, as spelled out in the PUD.

The proposed facilities are expected to operate 24 hours a day/seven days a week.

Table 1. Building Area Summary
Proposed Design Review
Pursuant to Section 9.1.1604 of the City’s Municipal Code, the proposed project is subject to the City’s Design Review process, which, among other types of development proposals subject to the process, is required for new aboveground buildings or structures. As established by Oakley Municipal Code Section

9.1.1604(f), the City’s Design Review process serves to ensure compliance with applicable standards established by the City’s Zoning Ordinance. Design Review consists of evaluation of site planning, including building siting, setback, and orientation; entries, circulation, and parking; landscape setbacks and buffers; location of trash, loading, and service areas; mechanical equipment; architecture; landscaping improvements; and streetscapes. As part of the Design Review process for the proposed project, the entire site layout would be subject to review.

Proposed Master Sign Program
Pursuant to Section 9.5.124 of the City’s Municipal Code, because the proposed project would include a group of six or more buildings/businesses, the designs and specifications for the entire site, including all future buildings and entrances, are subject to the City’s Master Sign Program requirements. Signage for the proposed project would consist of four types: project entry signage; monument signage; on-site directional and wayfinding signage; and building-mounted and address signage. The contents of the Master Sign Program are integrated into the Proposed PUD (starting 107

City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
on page 30 of that document). Figure 2 shows an illustration of the project entry signage proposed to be located on the eastern end of Main Street, after the railroad tracks on Big Break Road and where the project abuts the Oakley Logistics Center.

Figure 2. Project Entry Signage
Proposed Development Agreement
The applicant is proposing to enter into a Development Agreement with the City of Oakley. Development Agreements are regulated through Oakley Municipal Code (“OMC”) Title 9, Chapter 3 under the authority of the Government Code Sections 65864 through 65869.5. The Planning Commission has made a recommendation to the City Council on the Development Agreement based on determinations relating to:
consistency with the General Plan; compatibility with the uses and regulations of the applicable zoning district; conformity with public convenience, general welfare good land use practice; ensuring the project is not detrimental to the health, safety and general welfare; and ensuring the project will not adversely affect the orderly development of the property. The role of the City Council is to accept or reject the Planning Commission’s recommendation. Also, in order to approve a Development Agreement, the City Council must make at least one of the findings in OMC Section

6.12.154 related to construction or development in flood hazard zones. An area in the northern part of the North Development Area is in a flood zone. The analysis section of this Staff Report addresses the required finding in more detail.

The proposed development agreement seeks a 20-year term from the date of its commencement (30 days after adoption of the approval ordinance). Other key elements include locking in the right to develop the property in compliance with the approved development plan, entitlement terms to be tied to the term of the 108

City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
development agreement, an annual review of the agreement, and the developer contributing a public benefit of $250,000.00 towards the construction of an overhead railroad crossing on Bridgehead Road.

Additional Project Description Information
This Staff Report only summarizes the project description. For more in-depth information and detail, please refer to the attachments of this Staff Report, which include the applicant’s project description, full set of plans, color renderings, PUD document, and proposed Development Agreement.

Planning Commission Recommendation
On January 20, 2026, the Planning Commission held a duly noticed public hearing to consider the proposed Project and EIR for recommendation to the City Council.

Several public comments were received electronically prior to the meeting and several more public comments were received in person during the public hearing.

All electronic public comments timely received prior to the meeting were forwarded to the Planning Commission and made available to the public in the agenda binder kept in the main lobby during the meeting and on the City’s website where the agendas are made available. A majority of the public comments were related to concerns regarding impacts, such as water and electricity consumption, which could be caused by establishment of a data center, which is a potential use in the proposed Planned Unit Development. Comments were also received that related to the EIR, to the replacement of the vineyards, and to visibility of the project along Big Break Road. Other public comments were in favor of the project due to potential job production both during construction and long-term after development. It is important to note that this is a summary of the comments received and not intended to represent all points made in writing or verbally given during the meeting.

After receiving the staff presentation, a presentation from the applicant, and all public comments, the Planning Commission asked questions and deliberated the items at hand. As a result, the Planning Commission ultimately acted on two resolutions. The first action was adoption of Planning Commission Resolution No. 2- 26 recommending City Council adopt a resolution certifying the Project EIR, making certain findings concerning mitigation measures, adopting a Mitigation Monitoring and Reporting Program, making findings concerning alternatives, and adopting a Statement of Overriding Considerations. The second action was adoption of Planning Commission Resolution No. 3-26 recommending the City Council adopt the necessary ordinances and resolutions making findings and approving the project’s requested entitlements (General Plan Amendment, Rezone, Tentative Map, Design Review, Master Sign Program, and Development Agreement). Resolution No. 3-26 included an amendment in the motion. That amendment was to recommend the City Council adopt a condition of approval that would modify the proposed Planned Unit Development (“PUD”) to require “Data Center,” which was listed as a permitted use, to require approval of a conditional use permit. Condition of Approval #10 was added to Planning Commission Resolution 3-26 requiring the PUD to be modified to 109

City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.oakleyca.gov
require Data Center to be subject to approval of a conditional use permit. Both resolutions were passed by a 3-2 vote.

As a result of the Planning Commission’s recommendation, on February 9, 2026, the applicant agreed to amend their proposed PUD and Staff modified the PUD to require Data Center to require approval of a conditional use permit per the Oakley Municipal Code. The modified version of the PUD is included as the proposed PUD for City Council consideration and attached to this Staff Report. Since the PUD was modified to require a data center to a conditionally permitted use, no such condition of approval is included in the proposed Rezone ordinance that would approve the PUD.

Environmental Review

DRAFT ENVIRONMENTAL IMPACT REPORT
The Bridgehead Industrial Project Environmental Impact Report (EIR) (SCH No. 2024050471) has been prepared in accordance with the California Environmental Quality Act (CEQA) of 1970, Public Resources Code (PRC) Sections 21000-21178, as amended, and the Guidelines for Implementation of the California Environmental Quality Act, California Code of Regulations (CCR) Title 14, Sections 15000-15387 (CEQA Guidelines). The City of Oakley is the lead agency for the environmental review of the Bridgehead Industrial Project (proposed project) evaluated herein and has the principal responsibility for approving the project. As required by Section 15121 of the CEQA Guidelines, this EIR will (a) inform public agency decisionmakers, and the public generally, of the significant environmental effects of the project, (b) identify possible ways to minimize the significant adverse environmental effects, and (c) describe reasonable and feasible project alternatives which reduce environmental effects. The public agency shall consider the information in the EIR along with other information that may be presented to the agency.

The Draft EIR identified the proposed project’s potential impacts and the mitigation measures that would be required to be implemented. The following environmental analysis chapters are contained in the Bridgehead Industrial Project Draft EIR:
• Aesthetics;
• Agricultural Resources;
• Air Quality, Greenhouse Gas Emissions, and Energy;
• Biological Resources;
• Cultural and Tribal Cultural Resources;
• Geology and Soils;
• Hazards and Hazardous Materials;
• Hydrology and Water Quality;
• Land Use and Planning;
• Noise;
• Public Services and Utilities; and
• Transportation.
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In accordance with CEQA, the City of Oakley used the following methods to solicit public input on the Draft EIR:
• Notice of Preparation (NOP) for the Draft EIR was released for a 30-day public review from May 10, 2024, to June 10, 2024.
• A public scoping meeting was held on May 20, 2024, to solicit public comments regarding the scope of the Draft EIR. The NOP comment letters are included as Appendix B to the Draft EIR.
• On September 19, 2025, the Draft EIR was delivered to the State Clearinghouse for distribution to state agencies, resulting in a 45-day public review period from September 19, 2025, to November 3, 2025.
• On September 19, 2025, a Notice of Availability (NOA) of the Draft EIR was posted to the City’s website and mailed to local agencies and interested members of the public.
• On September 19, 2025, the City posted the Draft EIR on the City of Oakley website.
• Copies of the Draft EIR are available for review at the City of Oakley Community Development Department at 3231 Main Street, Oakley, CA 94561.

FINAL ENVIRONMENTAL IMPACT REPORT
This Final Environmental Impact Report (EIR) contains comments received during the public review period of the Bridgehead Industrial Project Draft EIR. The Final EIR has been prepared by the City of Oakley, as Lead Agency, in accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, Section 15132. The Introduction and List of Commenters chapter of the Final EIR discusses the background of the Draft EIR and purpose of the Final EIR and provides an overview of the Final EIR’s organization.

Pursuant to CEQA Guidelines Section 15132, this Final EIR consists of the following:

1. The Draft EIR (Released May 10, 2024);

2. Comments received on the Draft EIR (Chapter 2 of the Final EIR);

3. Revisions to the Draft EIR (Chapter 3 of the Final EIR);

4. A list of organizations and public agencies commenting on the Draft EIR (included as Section 1.4 of Chapter 1 of the Final EIR); and

5. Any other information added by the Lead Agency.

Although CEQA requires responses for “significant environmental issues” only, the City has provided responses to all comments. This is not intended to expand the City’s legal obligations under CEQA but rather to maximize opportunities for sharing information and increasing public understanding regarding the project and related review process.

The City of Oakley received three comment letters during the public comment period on the Draft EIR for the proposed project. The comment letters were authored by the following agencies and organizations. The letters are organized alphabetically. 111

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• California Department of Transportation
• Department of Toxic Substances Control
• Golden State Environmental Justice Alliance (Blum, Collins & Ho LLP) The Final EIR includes Responses to Comments to the three letters received within the public comment period for the Draft EIR. A fourth letter was received from Advocates for the Environment 11 days after the close of the Draft EIR public comment period.

Due to that letter being received after the close of the public comment period, it was not included in the Final EIR, and Responses to Comments were not provided for it in the Final EIR. Instead, that letter and a separate Response to Comments memo were included as attachments to the Planning Commission Staff Report.

Letters of Withdrawal
On March 3, 2026, Staff received two separate letters withdrawing previous comment letters on the project EIR. The letters have been included as attachments 8 and 9 to this Staff Report. The summary below provides information on each letter and which specific previously received letters they withdraw.
• Letter of Withdrawal from Golden State Environmental Justice Alliance. o Withdraws Draft EIR comment letter received on October 30, 2025, and titled “Subject: Comments on Bridgehead Industrial Project EIR (SCH No. 2024050471)” which is also included in the Final EIR as “Letter 3”and was subject to official Response to Comments in the Final EIR. o Withdraws comment letter dated January 19, 2026, and titled “Re:

Supplemental Comments on Bridgehead Industrial Project Final Environmental Impact Report (FEIR), SCH No. 2024050471”. Staff had prepared a supplementary response to comments for this letter. • Letter of Withdrawal from Advocates for the Environment. o Withdraws late DEIR comment letter received on November 14, 2025, and titled “Re: Comments on Draft Environmental Impact Report for Bridgehead Industrial Project, SCH No. 2024050471”. Staff had prepared a separate Response to Comments memo for this letter, which was attached, along with the letter, to the Planning Commission Staff Report.

While these letters have been officially withdrawn, the letters and responses provided will remain a part of the administrative record for the project as a whole.

Significant and Unavoidable Impacts
According to CEQA Guidelines, an EIR must include a description of those impacts identified as significant and unavoidable should the proposed action be implemented (CEQA Guidelines Section 15126.2[c]). Such impacts would be considered unavoidable when the determination is made that either mitigation is not feasible or 112

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only partial mitigation is feasible such that the impact is not reduced to a level that is less-than-significant. This section identifies significant impacts that could not be eliminated or reduced to a less-than-significant level by mitigations imposed by the City of Oakley. The final determination of the significance of impacts and the feasibility of mitigation measures would be made by the City Council as part of their certification actions. The significant and unavoidable impacts of the proposed project are summarized below:
• Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance to non-agricultural use. (Impact 4.2-1)
• Conflict with or obstruct implementation of the applicable air quality plan during project operation. (Impact 4.3-2)
• Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is in non-attainment under an applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors). (Impact 4.3-6) A complete description of the significant and unavoidable impacts can be found in Chapters 6.5 of the Draft EIR (Page 6-6 (or PDF page 519) of the Draft EIR), included as an online attachment available on the City’s webpage.

Statement of Overriding Considerations
In order to certify the EIR, the City Council must adopt a Statement of Overriding Considerations for all impacts that are found to be significant and unavoidable. The Statement of Overriding Considerations is included in the attached proposed resolution certifying the Project EIR.

Analysis

GENERAL PLAN AMENDMENT
The South Development Area is the subject of a proposal to amend the underlying General Plan Land Use Designation from Commercial (CO) to Light Industrial (LI).

Consideration of amendments to the General Plan Land Use on a site should focus on ensuring the General Plan remains internally consistent, that the amendments align with applicable existing goals, policies and implementation programs, and that the amendments do not create detrimental conditions for the community’s public health, safety, and welfare.

The South Development Area lies within an area in northwest Oakley identified in the General Plan as the “Northwest Oakley Special Planning Area.” This area encompassed all land within Oakley City limits north of Main Street and between Bridgehead Road and Big Break Road, as well as all land north of Oakley Road between Neroly Road and Main Street, with the exception of existing residential neighborhoods east of Live Oak Avenue and the Eagle City Mobile Home Park on Main Street.
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The General Plan envisions the Northwest Oakley Special Planning Area as the primary employment center within Oakley. It indicates that the Light Industrial designation is intended to accommodate a wide variety of light manufacturing and warehousing and distribution uses, providing the City with the flexibility to accommodate a broader array of employment uses than the Business Park designation. For this reason, the applicant chose to keep the Light Industrial designation on the North Development Area and request the Amendment to Light Industrial on the South Development Area.

The River Oaks Crossing Specific Plan currently governs the South Development Area. This plan has been in place for approximately 18 years and was originally envisioned to provide for a planned commercial development including three big box retailers and several smaller retailers. To date, there have been no serious attempts to move forward with the vision of that specific plan, and no applications or serious inquiries to doing an overhaul to the Specific Plan for a redesign of the area. With the overall lack of commercial development and change in trends from the late 2000’s, the site is much more likely to be a candidate for development in the manner envisioned by the applicants of this project; thereby, implementing the vision of the General Plan for the Northwest Oakley Special Planning Area by creating an employment rich center on the edge of town.

This General Plan Amendment and project would be consistent with several General Plan policies. A few examples of such policies are included below:
• Policy 2.1.6: Promote the placement of the most intensive non-residential development (Commercial, Business Park, and Light Industrial) in the Northwest Oakley Planning Area.

The amendment would allow for the proposed project to exist on the South Development Area which is located in the Northwest Oakley Special Planning Area. • Policy 2.4.1: Encourage the development and intensification of employment centers, including high quality, professional office campuses, business parks, and industrial parks, along with related mixed-use development and open spaces. The centers shall be located in areas fully served by public facilities and services, located along major arterials with easy freeway access and with access from public transit, and accessible to bicyclists and pedestrians.

The amendment would allow the South Development Area to be developed with the project. The South Development Area is located on Main Street, a major arterial within the City, and it is located near easy freeway access. • Policy 2.4.2: Ensure there is adequate land available to accommodate desired industrial development. This includes light industrial and utility energy uses in appropriate locations, and excludes heavy industrial uses. 114

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The amendment would increase the availability of developable light industrial land with access to utilities with the vision to be developed with desirable, job producing light industrial uses.

The General Plan Amendment would allow for the entirety of the project to come to fruition, which would provide for additional light industrial land in an area envisioned by the Oakley General Plan for such land use, mainly due to its proximity to other similar uses, access to Main Street, and proximity to State Route 160 and by extension, State Route 4. The amendment would look to place an existing Land Use Designation on the property thereby maintaining internal consistency within the General Plan. It would not inherently create detrimental conditions for the community’s public health, safety, and welfare in that the types of uses permitted in the Light Industrial designation are not inherently more detrimental than those permitted in the Commercial designation (i.e. each proposed use is unique in its impact on surrounding uses and the environment and this entire project has been analyzed under the California Environmental Quality Act).

Staff recommends the City Council approve the proposed General Plan Amendment (GPA 02-23).

REZONE
The City of Oakley Zoning map shows the project site zoned as BPL (Business Park Low) District, and SP-2 (River Oaks Crossing Specific Plan) District. The Rezone to P-1 (Planned Unit Development) District would allow for a consistent set of development and use regulations throughout the entire project in a manner consistent with the existing and proposed Light Industrial Land Use Designation.

The purpose of the Bridgehead Industrial Planned Unit Development (PUD) is to provide development standards, design guidelines, and implementation details for the development of the project. The PUD allows for flexibility to respond to both the current and future real estate market and development trends.

The PUD associated with the Rezone includes the P-1 District’s development regulations and use allowances. The types of uses permitted include truck and trailer parking and storage, general warehousing, high-cube warehousing, cold storage warehousing, fulfillment center, parcel hub, automated sorting center, distribution and logistics facility, transload facility, general manufacturing, office, and industrial battery storage. One use, data center, requires approval of a conditional use permit. The PUD also includes definitions and characteristics of each of those uses.

Rezoning the project site to the proposed P-1 District would bring it into consistency with the existing and proposed Light Industrial General Plan Land Use Designation.

The proposed industrial development would constitute an efficient and well-designed development with adequate provisions for truck access service and necessary storage.
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Staff recommends the City Council approve the proposed Rezone (RZ 04-23).

TENTATIVE MAP
The proposed Tentative Map (Subd. 9694) has been reviewed for compliance with all applicable codes in the Subdivision Map Act and City’s Subdivision Ordinance. The applicant has proposed the P-1 District which allows the project to develop its own unique development standards. The Final Development Plan (part of the applicant’s plans and proposed PUD document) lists the specific development standards applicable to the project. The Tentative Map, as proposed meets all applicable codes and regulations.

Staff recommends the City Council approve the proposed Tentative Map (TM 10-23) (Subd. 9694).

DESIGN REVIEW
The proposed plans were analyzed for consistency with the adopted Oakley Commercial & Industrial Design Guidelines (“Guidelines”). The Design Guidelines address the physical characteristics and visual qualities of new commercial and industrial developments. The intent is to ensure consistent high quality, and to allow flexibility and the ability to provide unique solutions which enhance a project’s design.

Architecture
The conceptual building designs show tilt-up concrete buildings that will feature unique design and detailing between the North and South Development Areas in a manner that complement each other. Building facades along Main Street, Bridgehead Road and Big Break Road will feature additional architectural detailing to create a more visually interesting appearance. This includes office area offsets, added variation in articulation and colors, and a higher glass to wall ratio at the corner where there are typically building entrances. Generally, the building entrances are more architecturally detailed using recessed panel surfaces, material changes, and design elements. Building corners will be extended at the office function of the buildings. Figure 3 shows two of the color renderings included in the PUD plan submitted by the applicant.
[Figure 3 on Following Page]
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Figure 3. Color Renderings of Building 7 and Building 10, respectively Landscaping
Landscaping will be provided throughout the site plan with enhanced landscaping along the exterior street frontages, truck entries, and building entrances. In total, the landscaping will cover approximately 980,748 sf which comes out to 13.5% of the entire project site. There are 15 different tree species proposed with a total of 510 trees dedicated to parking lot shading alone. Many more trees are proposed along the street frontages and within landscaped areas within the development. 12 of the 15 tree species are proposed to be planted as 24” box trees with the remaining three species as 15-gallon trees. 24” box trees are typically larger and more established and provide for a more immediate positive impact to the landscaping. Figure 4 117

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shows the conceptual landscape plan for the entire site. More detailed landscape drawings are available in the attachments to the Staff Report.

Figure 4. Conceptual Landscape Plan (full site)
Fencing and Walls
Fencing for the project will consist of an open view vinyl chain link fence and gates where needed to provide security for the buildings and truck courts. The fencing and gates will be 8 feet in height and will be installed with the finish grade. Locations for this fencing are typically around the perimeter of the site and where the site is adjacent to the proposed bike trail or existing railroad tracks. In addition to the chain link fencing, an 8-foot-tall sound wall is required to be installed, per mitigation measures, along portions of the North Development Area’s northern property line.

The sound wall is required to consist of concrete masonry units or earthen berms, or a combination thereof to achieve a height of at least 8-feet above the grade.

Staff recommends the City Council approve the proposed Design Review (DR 11- 23).

MASTER SIGN PROGRAM
The Master Sign Program (MSP) is proposed as a part of the Planned Unit Development (PUD) document. Per the MSP, the signage for the project will build upon the character and design intent established by the building architecture. The types of signage addressed in the MSP include the project entry signage, monument signage, on-site directional signage, and building mounted and address signage.

There are a total of three project entry signs and nine monument signs proposed throughout the entire project.
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Project entry signs will be 11-feet tall and 21-feet wide and be designed as decorative monument type signs. They will be single-sided. The monument signs are seven feet tall and 11-feet wide and will have the same design as the project entry signs, except they will be double sided and contain individual tenant panels.

Directional signs will be 6-feet tall and three-feet wide with double sided tenant and arrow information to assist drivers in finding building and tenant locations. Building signs are proposed to be located above storefront or on the corners of the buildings.

They are proposed to comply with the City’s standard wall sign regulations.

The Master Sign Program will provide for a consistent signage through the large development and ensure that as the site develops signage will remain cohesive and of a professional standard and quality.

Staff recommends the City Council approve the proposed Master Sign Program (MSP 01-23).

DEVELOPMENT AGREEMENT
The attached proposed Development Agreement (“DA”) lays out the terms that the City and the property owner would be responsible for carrying out. There are a few terms that are worth pointing out as follows:
• The term of the DA is for 20 years. The start of that term commences 30 days after City Council adoption of the ordinance approving the DA. • The term for all entitlements included as a part of this project would follow the term of the DA. This allows substantial time for the project to not only begin construction, but reach completion without the need for discretionary extensions along the way. Plus, some entitlements, such as the Tentative Map, are only allowed to be extended a limited number of years before requiring a new application.
• It includes a provision where the developer would provide a community benefit of $250,000 to go toward a future improvement and widening to the railroad crossing over Bridgehead Road. This improvement is an important aspect of Bridgehead Road because it would allow the road to be widened at the crossing and for much needed drainage improvements to occur in this area.

The current crossing does not allow any additional widening.

The City Council is required to make at least one finding pursuant to OMC Section

6.12.154 related to construction or development in flood hazard zones. A portion of proposed Buildings 2 and 3 located in the northern part of the North Development Area are within the 100-year base flood zone. This is identified and addressed in the EIR. Mitigation Measure 4.8-5 reduces the impact to less than significant by requiring a Hydrological Study, raising the buildings out of the Flood Zone, and potentially needing to file a Conditional Letter of Map Revision. Since the Mitigation Measures are required to be implemented in the same manner as a condition of 119

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approval, the City Council can make the finding found in OMC Section 6.12.154(b) which states, “[t]he City has imposed conditions on the project that will protect the property to the urban level of flood protection in urban and urbanizing areas or the national Federal Emergency Management Agency standard of flood protection in urbanized areas.”
Staff recommends the City Council approve the proposed Development Agreement (DA 2025-01).

Fiscal and Economic Impact Analysis
The City contracted with Economic & Planning Systems, Inc. to prepare a Fiscal and Economic Impact Analysis (“Analyses”) for the project. The Analyses assume the site will be developed with approximately 3.1 million square feet of built space, per the Project Description (included as an attachment to this this Staff Report).

The key findings of the analyses are presented below in 2025 $USD. The fiscal impact analysis findings are presented as a range to reflect the potential variability in City revenues and expenditures, depending upon whether Project end users skew towards manufacturers or distribution operations. The economic impacts (e.g.:
indirect and induced multiplier effects) are based on a combination of manufacturing and distribution users. Additional results and discussions of methodology and assumptions for each analysis are detailed in the Fiscal Impact Analysis and Economic Impact Analysis sections found in the attached analysis report.

Fiscal Impacts
• At buildout, the Project is estimated to yield a net fiscal surplus for the City’s General Fund ranging from approximately $1.1 million to $1.4 million annually. • The largest General Fund revenues generated by the Project, including $587,000 a year in property taxes and $619,000 annually in property tax inlieu of vehicle license fees, are directly tied to new assessed value. • Police costs are expected to make up the largest additional expenditure impact on the City’s General Fund. (Note: this Project is subject to the P6 property tax that is used to help fund the need for additional police services created by new development)
Economic Impacts (Ongoing Annual Impacts at Buildout)
• Estimated on-site employment at buildout of about 2,000 jobs is estimated to generate approximately an additional 1,500 jobs throughout the County, for a total employment impact of approximately 3,500 jobs.
• Estimated on-site economic output at buildout of $600 million is estimated to generate additional indirect and induced output of nearly $300 million countywide, for total ongoing economic output of approximately $900 million. 120

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Economic Impacts (One-Time Construction Impacts)
• Estimated direct construction employment of about 2,700 annual jobs is estimated to generate approximately an additional 1,000 jobs throughout the County.
• Estimated direct construction-related economic output of nearly $700 million is estimated to generate over $900 million in total countywide economic output from Project construction.

As the findings in the report show, this project will benefit the City of Oakley and serve as a regional catalyst for jobs and business in the county and beyond. This project will also provide significant fee revenue to the respective Districts that serve the project, including Diablo Water District, Ironhouse Sanitary District and the Contra Costa County Fire Protection District, and even local businesses such as hotels, restaurants, and retail.

Consistency with the Oakley Strategic Plan 27+
The project is consistent with the Oakley Strategic Plan 27+’s Community and Economic Development Goal in that it results in new light industrial development that provides for additional square footage resulting in alternative revenue sources to property tax through sales and business taxes and potential employment of residents.

Fiscal Impact
The approval of these entitlements will not impact the General Fund. This is a developer funded account. All Staff time and City of Oakley generated materials are charged to the account and paid for by the developer.

Findings
Draft findings for the Certification of the Project’s Environmental Impact Report and approval of the General Plan Amendment, Rezone, Tentative Map, Design Review, Master Sign Program, and Development Agreement can be found in the proposed Resolutions or Ordinances.

Staff Recommendation
Staff recommends the City Council approve the Project through the following actions:
• Adopt a resolution certifying the Project’s Environmental Impact Report, (SCH No. 2024050471), making certain findings concerning mitigation measures, adopting a Mitigation Monitoring and Reporting Program, making findings considering alternatives, and adopting a Statement of Overriding Considerations; and
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• Adopt a resolution approving the Project’s General Plan Amendment application (GPA 02-23), as conditioned; and
• Waive the first reading and introduce an ordinance approving the Project’s Rezone application (RZ 04-23), as conditioned; and
• Adopt a resolution approving the Project’s Tentative Map, Design Review, and Master Sign Program applications (TM 10-23, DR 11-23, MSP 01-23), as conditioned; and
• Waive the first reading and introduce an ordinance approving the Project’s Development Agreement application(DA 2025-01), as conditioned.

Attachments

1. Vicinity Map

2. Notice of Public Hearing

3. Applicant’s Project Description (dated March 25, 2025)

4. Applicant’s Planned Unit Development (dated March 20, 2025, Revised February 9, 2026)

5. Applicant’s Plans (date stamped received on July 22, 2024)

6. Applicant’s Architectural Renderings

7. Fiscal and Economic Impact Analysis by EPS (dated October 3, 2025)

8. Letter of Withdrawal from Golden State Environmental Justice Alliance (date stamped received March 3, 2026)

9. Letter of Withdrawal from Advocates for the Environment (date stamped received March 3, 2026)

10.Planning Commission Resolution No 2-26 (EIR)

11.Planning Commission Resolution No. 3-26 (GPA, RZ, TM, DR, MSP, and DA)

12.Proposed Resolution (Certification of the Project EIR) a. Exhibit “A” – Bridgehead Industrial Project Mitigation Monitoring and Reporting Program

13.Proposed Resolution (GPA)
a. Exhibit “A” – Existing and Proposed Land Use Designations

14.Proposed Ordinance (RZ)

15.Proposed Resolution (TM, DR, and MSP)
a. Exhibit “A” – Bridgehead Industrial Project Mitigation Monitoring and Reporting Program

16.Proposed Ordinance (DA)
a. Exhibit “A” – Proposed Development Agreement

17.The Project Environmental Impact Report (Draft EIR and Final EIR) is available online at: https://www.oakleyca.gov/228/CEQA-Documents The following documents are included as part of the Project EIR:
• Bridgehead Industrial Project Draft Environmental Impact Report (DEIR) (PDF) o Appendix A: Notice of Preparation (NOP) (PDF)
o Appendix B: NOP Comment Letters (PDF)
o Appendix C: Air Quality and Greenhouse Gas Emissions Modeling Results (PDF)
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o Appendix D: Biological Resources Assessment and Arborist Reports (PDF)
o Appendix E: Preliminary Draft Planning Survey Report (PDF) o Appendix F: Preliminary Geotechnical Investigations (North Development Area) (PDF)
o Appendix G: Preliminary Geotechnical Investigations (South Development Area) (PDF)
o Appendix H: Phase I Environmental Site Assessment (PDF) o Appendix I: Phase II Environmental Site Assessment (PDF) o Appendix J: Preliminary Stormwater Control Plan (PDF) o Appendix K:Environmental Noise Assessment (PDF)
o Appendix L: Water Study (PDF)
o Appendix M: Technical Memorandum on Wastewater and Irrigation (PDF) o Appendix N: Transportation Impact Analysis (PDF)
• Bridgehead Industrial Project Final Environmental Impact Report (FEIR) with Appendices (PDF)
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Vicinity Map
Bridgehead Industrial Project
(GPA 02-23, RZ 04-23, TM 10-23, DR 11-23, MSP 01-23, DA 2025-01) APNs 037-020-007, 037-040-007, 037-040-015
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NOTICE OF PUBLIC HEARING
Notice is hereby given that on March 10, 2026 at 6:30 p.m., or as soon thereafter as the matter may be heard, the City Council of the City of Oakley will hold a Public Hearing at the Council Chambers located at 3231 Main Street, Oakley, CA 94561 for the purposes of considering an application as described below and the certification of an Environmental Impact Report:

Project Name: Bridgehead Industrial Project (GPA 02-23, RZ 04-23, TM 10-23, DR 11-23, MSP 01- 23, DA 2025-01)
Project Location: Generally bordered by Main Street to the south, Bridgehead Road to the west, and Big Break Road to the east. APNs 037-020-007, 037-040-007, and 037-040-015.

Applicant: Oxfoot Oakley LLC, 24737 Arnold Dr., Sonoma, CA 95476; Attn: Spencer Bunting ([email protected])
Request: Application by Oxfoot Oakley LLC ("Applicant") requesting approval of 1) a General Plan Amendment (GPA 02-23) to redesignate the General Plan Land Use Designation of the southern portion (approximately 76.4-acres) of the approximately 164-acre site from Commercial (CO) to Light Industrial (LI); 2) a Rezone (RZ 04-23) to re-classify the Zoning District for the entire project from BPL (Business Park Low) District (northern portion) and SP-2 (River Oaks Crossing Specific Plan) District (southern portion) to P-1 (Planned Unit Development) District in conjunction with a Preliminary Development Plan; 3) a Tentative Map (TM 10-23) to subdivide the three existing parcels totaling approximately 164 acres into 10 lots; 4) a Design Review (DR 11-23), including site design and building architecture for 10 buildings totaling approximately 3.12 million square feet; 5) a Master Sign Program (MSP 01-23) for sign designs and specifications for the entire site, including all future buildings and entrances; and 6) a Development Agreement (DA 2025-01) ("Project"). Certification of the Project’s Environmental Impact Report (SCH# 2024050471) will also be considered. The northern and southern portions are bisected by the BNSF railroad tracks and known as the North Development Area and the South Development Area. The North Development Area is zoned BPL (Business Park Low) District and is bordered by the Oakley Logistics Center to the west, Big Break Road to the east, open space to the north, and the BNSF railroad tracks to the south (APN 037-020-007). The South Development Area is zoned SP-2 (River Oaks Crossing Specific Plan) District and is bordered by Bridgehead Road to the west, the BNSF railroad tracks to the east and north, and Main Street to the south (APNS 037- 040-007 and 037-040-015).

How to Review: The Staff Report and its attachments will be available for public review, on or before March 4, 2026 at City Hall, 3231 Main Street, Oakley, CA 94561 or online at www.ci.oakley.ca.us/agendas-minutes-videos-archive/ by navigating to the March 10, 2026 City Council agenda and clicking the project title link. Interested persons are invited to submit written comments prior to and may testify at the public hearing. Written comments may be submitted to Ken Strelo, Community Development Director at the City of Oakley, 3231 Main Street, Oakley, CA 94561 or by email to [email protected].

NOTICE IS ALSO GIVEN pursuant to Government Code Section 65009(b) that, if this matter is subsequently challenged in Court by you or others, you may be limited to raising only those issues you or someone else has raised at a Public Hearing described in this notice or in written correspondence delivered to the City of Oakley City Clerk at, or prior to, the Public Hearing. 125
BRIDGEHEAD INDUSTRIAL PROJECT DESCRIPTION PAGE 1 of 9

BRIDGEHEAD INDUSTRIAL
PROJECT DESCRIPTION March 25, 2025
PROJECT: BRIDGEHEAD INDUSTRIAL
Main Street
Oakley, California
APPLICANT: Oxfoot Oakley LLC
24737 Arnold Dr
Sonoma, CA 95476
Attn: Spencer Bunting
(775) 200-1817
PREPARED BY: DAVID BABCOCK + ASSOCIATES
3581 Mt. Diablo Blvd., Suite 235
Lafayette, CA 94549
Attn: Jeff Berberich
(925) 283-5070
SITE INFORMATION:

Project Location: Main Street
Oakley, CA
Assessor Parcel Numbers: 037-040-015, 037-040-007 & 037-020-007 Site Area: + 164 acres
Current General Plan Designation: North Development Area: Light Industrial (LI) South Development Area: Commercial (CO)
Proposed General Plan Designation: North Development Area: Light Industrial (LI) South Development Area: Light Industrial (LI)
Current Zoning: North Development Area: Business Park Low (BPL) South Development Area: Commercial (C)
Proposed Zoning: North Development Area: Planned Unit Development (P-1) South Development Area: Planned Unit Development (P-1)
Proposed Use: Warehouse and Logistics and Data Center

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BRIDGEHEAD INDUSTRIAL

PROJECT LOCATION
The property consists of approximately 164-acres located on the northwest portion of the City of Oakley, adjacent to Highway 160, and bordered by Bridgehead Road to the west, Big Break Road to the east, open space to the north, and Main Street to the south. The BNSF railroad corridor bisects the site, creating two distinct development areas; an 87.5-acre development area to the north, and a 76.4-acre development area to the south.

PROJECT SETTING
The APNs for the Project site are 037-040-015, 037-040-007 & 037-020-007 and totals approximately 164-acres of land currently used for agricultural purposes with vineyards on both the North Development Area and the South Development Areas. A row of existing trees is located along Main Street with many other trees scattered throughout the site. Big Break Road also has a row of trees along the street frontage. An existing residence with associated out-buildings is in the middle of the North Development Area. A 45’ wide temporary construction easement (TCE), which includes a 15’ storm drainage easement extends from Main Street north through the South Development Area, extends under the BNSF railroad right of way, and terminates at an outflow at the northern edge of the North Development Area.

SITE TOPOGRAPHY
The Project site is relatively flat with a natural, gradual slope from northwest to southeast. The Project site topography ranges in elevation from approximately 15 to 35 feet above sea level.

EXISTING AND SURROUNDING USES
Surrounding land uses include the Contra Costa Logistics Center to the west, open space and the marina to the north, existing single family residential to the east, and existing residential, commercial, and industrial uses south of Main Street.

PROJECT GOALS AND OBJECTIVES
Consistent with the California Environmental Quality Act (CEQA) Guidelines Section 15124(b), a clear statement of objectives and purpose for the proposed Project shall be discussed. The principal objective of the proposed Project is to gain approval for the construction and operation of various logistic and warehouse facilities in proximity to regional transportation in the City of Oakley.

Bridgehead Industrial maintains the following objectives:
• To construct and operate light industrial and logistics buildings and potentially data centers to provide for an underserved local demand.
• To construct a project that has access to existing infrastructure. • To construct a project that provides short-term construction and long-term employment opportunities to local and regional residents thereby improving the City job/housing balance. • To develop a project that is developed in a visually pleasing manner. • To develop a project that increases contributions to the City’s tax base and diversifies the local economy. • To develop a project that attracts high quality customers and tenants to the City thereby diversifying the local economy.
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The following is a brief description of the entitlement applications submitted to the City Oakley:
• Rezoning the North Development Area from Business Park Low (BPL) to Planned Unit Development (P-1) to allow for uses in compliance with the General Plan designation of Light Industrial (LI). • Rezoning of the South Development Area from Commercial (C) to Planned Unit Development (P-1). • General Plan Amendment for the South Development Area from Commercial (CO) to Light Industrial (LI). • Adoption of a Planned Unit Development (PUD) providing development standards, design guidelines, and implementation details for the development of the 164-acre project with warehouse, logistics, and data center buildings totaling 3.1-million square feet of building area. • Tentative Subdivision applications to divide the entire project site into 10 lots to create a cohesive master plan for development of the overall property. This would create lots to facilitate phase one development of the Industrial area, as well as road dedications and backbone utility infrastructure. • Design Review (Development Plan) Application for the development of the entire 164-acre site to include all buildings, site plan including parking and internal circulation, building architecture, civil engineering including grading, storm drainage, utilities, and site details, and preliminary landscape architecture. • Signage program as included in the PUD.
• Development Agreement

PROJECT SITE DETAILS
The Project site is divided into two distinct development areas, north and south, as described in the PUD. The project envisions the development of approximately 3.1-million square feet of industrial warehouse and logistic buildings and potentially data center uses. The overall anticipated Project Floor Area Ratio (FAR) of 44%, with the 67% maximum allowable FAR. Development of the site will provide for the necessary circulation, vehicle parking, and landscaping required by the City of Oakley. Conceptual development plans envision a variety warehouse and industrial use buildings on both the North and the South Development Areas. Project construction will be completed in multiple phases. Project construction for the entire development is anticipated to be completed within 6 to 10 years. It will include the construction of approximately 3.1 million SF of warehouse, logistics, and data center buildings, as well as all related on-site improvements, including the associated parking areas, circulation, stormwater features, landscaping, and off-site street improvements.

The site design places the office functions of the buildings along Bridgehead Road, Main Street, and Big Break Road. The building elevations along these street frontages feature additional architectural detailing to create a more visually interesting appearance. This includes building offsets, added variation in materials and colors, and a higher glass-to-wall ratio at the corners where there are typically building entrances. Generally, the entries to buildings are more architecturally detailed using offset and recessed panel surfaces, changes in materials and design elements. Building corners will be extended at the office function of the buildings. Enhanced landscaping and planting islands will be located at office entrances.

Conceptual architecture and building elevations have been designed to include a range of materials and design elements. Building architectural design and detailing will vary from building to building and from the North to the South Development Area. However, each building will be designed to complement the adjacent buildings with similar design elements including detailing, colors, and materials. These include metal window mullions and entry canopies, glass, and tilt-up concrete panels to create visual continuity. The similarity in design elements and detailing will complement the adjacent Contra Costa Logistics Center located just to the west of this project.

Building heights will also vary from building to building and will range from 44’ to 55’. 128
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BRIDGEHEAD INDUSTRIAL
General Plan
The North Development Area has a current General Plan designation of Light Industrial (LI) which would allow for the development of warehouse and logistic uses as envisioned, as well as data center use. The South Development Area has a current General Plan designation of Commercial (CO). A General Plan amendment will be required to change the designation from Commercial (CO) to Light Industrial (LI) to allow for the proposed industrial development including warehouse, logistics, and data center uses.

Zoning
The North Development Area has a current zoning designation of Business Park Low (BPL). A rezoning to Planned Unit Development (P-1) will be required to allow for uses in compliance with the General Plan designation and PUD.

The South Development Area has a currentzoning designation of Commercial (C). A rezoning will be required from Commercial (C) to Planned Unit Development (P-1) to allow for the industrial development proposed.

Facility Operations
It is anticipated that the Project facilities will likely function 24 hours a day, seven days a week.

Site Demolition
The proposed project would include demolition of the existing on-site structures and utility infrastructure, tree removal (described below), and the removal of the existing vineyards on both the North and South Development areas and grubbing on both development areas.

Tree Removal
Trees are located throughout the site, with higher concentrations located along the street frontages of Main Street and Big Break Road. All of the existing on-site trees will be removed and a mitigation measure will be identified which may include credit for replacement planting as part of the landscape plan, or an in-lieu fee or combination of both. Additional information related to the on-site trees is provided in the arborist report included with the project submittal.

Warehouse Architecture
The proposed warehouse design would be contemporary in style and would use a variety of massing and materials appropriate for the scale of the buildings. The parapets will also help break up the building massing. The building design elements, varied building materials, and color changes should be focused on the front elevations along Main Street, Bridgehead Road, and Big Break Road.

Landscape and Stormwater Plan
The landscape plan includes a mix of drought-tolerant shrubs and grasses, and a variety of shade trees appropriate for the climate in Oakley. Landscape planting would be used throughout the parking lots and along the Project perimeter and street frontages. The general pattern of landscape islands to be located throughout the employee parking lot would provide shading of the vehicle parking area to meet Cal-Green shading requirements.

Bioretention basins/planters are shown on the site plan to provide for detention and water quality treatment of the storm water runoff generated by the Project. The treatment basin/planters would be landscaped with a variety of grasses and trees per the preliminary landscape plan. 129
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Access and Parking
Access to Bridgehead Industrial would be from Highway 4 to Highway 160, which includes on/off ramps at both Main Street and Wilbur Avenue.

Approximately 872 trucks and trailers will be parked on north and south sites, with the typical truck size being approximately 70 feet long for double-axle trailers.

Approximately 1,763 employee parking stalls will be provided in the North and South Development Areas. ADAcompliant stalls and electric vehicle-designated stalls will also be provided, as required by applicable building codes. They will include all the electrical infrastructure necessary to support the future installation of charging stations, and the project will activate these EV charging stations as required by the building code. The parking stalls provided will meet the minimum number of stalls required by the City for industrial development of this square footage. The Project would provide standard parking stalls of 9-foot by 19-foot, consistent with the City of Oakley’s standards.

The employee parking lot and truck and trailer parking areas would be illuminated with standard downward pointing lights, each containing two LED fixtures affixed to a 30-foot light pole. The lighting fixtures would be a “shoebox” style, as is consistent with most industrial developments. Parking lot lights would be designed to provide even distribution of light for both vehicle and pedestrian safety, as well as overall site security, without causing light to spill onto adjacent properties. Lighting fixtures also would be located around the exterior of the warehouse buildings to provide additional lighting for employee safety and security.

ENERGY-EFFICIENT/SUSTAINABILITY PROJECT COMPONENTS
To reduce energy consumption and promote sustainability, the proposed Project would incorporate many energysaving measures during both construction and operation of the facilities. Below are some of the practices that may be incorporated into the overall project operations to reduce emissions and conserve energy and other natural resources:

Construction
• Electric hookups will be provided to reduce the need for diesel generators for electric construction equipment. Such diesel generators will be equipped with emission control technology verified by EPA and/or CARB to reduce PM emissions by a minimum of 85%. • Provide on-site meal options for workers to minimize off-site employee trips during construction.

Site
• A substantial amount of the proposed landscape plant material will be drought tolerant/climate adapted and will use less water than other common species. Site perimeter and parking lot landscaping will include trees, tree canopies and other vegetation, according to the project’s proposed landscape guidelines contained in the PUD.
• Irrigation systems will include water conserving systems to meet maximum applied water allowance (MAWA) and model water efficient landscape ordinance (MWELO) requirements for parking lot and perimeter landscape planting.
• Stormwater management plans are designed to maintain quality control and stormwater discharge rates based on the City’s requirements.
• Dust, tire wear, brake dust and other parking lot contaminants will be minimized through regular sweeping/cleaning of truck courts and parking lots.
• Electric Vehicle (EV) capable parking spaces as well as parking stalls with active EV charging stations will be installed per the requirements of the California Building Code and Cal-Green. 130
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• Signage at docks, delivery areas, and along truck routes will facilitate traffic to minimize queuing and limit idling.
• Bicycle parking will be provided in the employee parking lot and at the front entry of each building.

Building
• Construction materials such as concrete and concrete masonry units will be purchased locally, if available to the extent feasible, to minimize the transport distances and impacts to regional air quality. • High-efficiency restroom fixtures will be used, which conserves water by achieving a 40% decrease in flow over U.S. standards.
• To the extent feasible, emergency back-up generators will run on natural gas and avoid diesel fuel (and to the extent diesel generators must be used, only Tier IV diesel generator engines will be used). • Building energy efficiency will meet Title 24 Building Envelope Energy Efficiency Standards. • All building coatings and paints will be low-VOC coatings. • Construction waste will be recycled whenever possible. • Lighting systems will be designed with employee use in mind. Lighting is controlled by timers, but override switches are encouraged for employee use.
• On-site meal options, such as food trucks, will be provided for employees to minimize off-site employee trips during shifts.
• Building waste (i.e., green waste, wood waste, food waste and paper and cardboard) will be recycled to the maximum extent possible and in full compliance with Senate Bill 1383.

STREET IMPROVEMENTS & UTILITIES
The main access to the project will be from Highway 160 at both the Main Street and Wilbur Avenue interchanges.

Access to the North Development Area will be from Big Break Road and D Street. The South Development Area will have access from Main Street and Bridgehead Road. Below is a description of the vehicle access routes and a description of the proposed street improvements for development.

Street Improvements
North Development Area
The North Development Area will include access from both Big Break Road and D Street. Access from Big Break Road will be limited to autos and small delivery vans and box trucks only. Large trucks (i.e. trucks with 53’ trailer) would only access the North Development Area from Wilbur Avenue through the Contra Costa Logistics development on Industrial Way and “D” street. The Project Applicant is still continuing to obtain the needed access rights from the owner of the Contra Costa Logistics property, which will be obtained prior to occupancy of the Project. Driveway entries from D Street will provide access to the warehouse buildings and parking areas.

South Development Area
The South Development Area will allow both vehicle and large trucks (i.e. trucks with 53’ trailers) access from both Main Street and Bridgehead Road at driveway entries to access warehouse development. 131
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D Street
D Street will provide internal circulation for the project and will extend from the Contra Costa Logistics project to provide vehicle and truck access to the South Development area which includes buildings 1 through 5. The private street (continuation of D Street from Contra Costa Logistics Center) will include two travel lanes and a center dual turning lane with a width of 40 feet curb to curb.

Big Break Road
The eastern boundary of the Project south of Vintage Parkway will be improved to include adding curb and gutter, a 6-foot sidewalk, and 12’ landscaping. North of Vintage Parkway will be improved to include 18-feet to accommodate Class 1 Big Break Regional Trail. In addition, Big Break Road right of way will be increased by one foot (1’) to provide for 68’ of right of way. Only autos, delivery vans, and small box truck access will be allowed.

Signage will be posted to restrict large trucks from Main Street.

Main Street
The eastern portion of Main Street will maintain the existing 4-lane configuration with a stripped middle lane for right/left turning movements. Main Street in the future will become a 6-lane roadway, with 8’ bike lanes on both sides and future 16’ median, resulting in an ultimate condition 152’ ROW. The project is proposing to develop the half-street section, providing 76’ from centerline to the ultimate Right of Way. This results in a dedication of 18’ along the Main Street. The proposed development on Main Street includes: re-striping for 16’ median, one (1) 14’ travel, two (2) 12’ travel lane, one (1) 8’ bikeway, curb, gutter, 8’ bio retention basin to treat half the roadway, a 6’ sidewalk detached sidewalk, and 8’ landscape strip. There is no provision for a PUE or other easements outside the proposed right of way. Both autos and large trucks will be allowed to access the South Development Area from Main Street.

Bridgehead Road
Bridgehead Road will maintain the existing 2-lane configuration along the western project frontage. A 16’ gravel shoulder and a 6’ sidewalk will be improved along the property frontage. Approximately 40’ of private landscape will be improved from the back of walk to the building. Two easements exist along the eastern street frontage which may limit the planting of trees within the proposed landscape area.

Private Internal Circulation
Internal circulation to the project will extend from the various public streets as described above and will provide vehicle and truck access to the various warehouse buildings. Private internal circulation and associated cross access easements will include two travel lanes with a width of 40 feet curb to curb where trucks will be circulating.

Utilities
The proposed Project would connect to existing City infrastructure to provide water, sewer, and storm drainage utilities.

The Project would be served by the following existing service providers:

1. Water: Diablo Water District

2. Wastewater collection and treatment: Ironhouse Sanitary District

3. Stormwater collection: City of Oakley

4. Gas and electricity: Pacific Gas and Electric Company 132
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Water
North Development Area
The Diablo Water District (DWD) currently provides potable water, fire service and irrigation services to the project area. The Diablo Water District has an existing 12” water main along Big Break Road. Additionally, the B.N.S.F Railway property to the south includes a 24” water main.

DWD will require separate connections for fire, domestic water, and irrigation. A new water meter and boxes should be anticipated for each building. As such, there are five (5) proposed buildings on-site, there will be five (5) meters and associated backflow preventors (BFP). The on-site fire service will be a multiple loop, private fire system. The on-site fire service line is expected to be 12”, with three (3) distinct connections to Big Break Road, each connection with a 12” double detector check. Additionally, three (3) irrigation connections and meters with back flow preventors are expected to serve the site. A storage tank is not expected for the North Development Area, however fire pumps for each building may be required, and will be confirmed once the MEP engineer is selected.

South Development Area
The DWD has a water service running adjacent to the south and west side of the project site within Main Street and Bridgehead Road. Bridgehead Road includes a 12” water main. Main Street includes a 10” water main that should meet the project demands; however, there is a possibility that a 12” new main may be required as part of the development, while it shown on the plans, Diablo Water district noted, that during the permit set further studies will be reviewed to assess if this main is necessary.

Similar to the North Development Area, DWD will require separate connections for fire, domestic water, and irrigation. New water services and meters should be anticipated for each building. As such, there are five (5) proposed buildings on-site, there will be five (5) meters and BFPs, with four (4) of the connections branching off the water line in Main Street, and one (1) service line branching off the water line in Bridgehead. The on-site fire service will be a separate, private loop system. The on-site fire service is expected to be 12” water main. The site will also require irrigation meters subject to the same constraints as the North Development Area.

Sanitary Sewer
North Development Area
The sanitary sewer provider for the project site is Ironhouse Sanitary District (ISD). There is an existing 10” sanitary sewer line located along Vintage Parkway. The site would connect into this sanitary sewer main at an existing manhole within the intersection of Vintage Parkway and Almaden Circle, streets that connect to Big Break Road.

The project will release sewer flows to the collection system in Big Break Road on the east side of the project. The two (2) buildings in the southeast corner of the project can flow by gravity into the existing sewer system. The other three (3) buildings will require pumps, a separate one for each building. Wastewater generation for the North Development Area alone would most likely not require upgrades to the existing Bridgehead lift station. The combined (North Development Area and South Development Area) wastewater generation analysis would most likely impact the existing sewer lift station and modifications will be necessary to increase capacity to manage the flows from the project site. Another consideration for the sanitary sewer in the North Development Area is if the sewer collection system on site is located within contaminated soil, the design will require special protection for the pipes and more analysis.
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South Development Area
The sanitary sewer provider for the project site is Ironhouse Sanitary District (ISD). There is an existing 18” sewer main along Main Street. As the 18” sewer main approaches the intersection of Neroly Road and Bridgehead Road, the existing gravity line turns into a force main. A portion of the sewer along Bridgehead Road fronting the South Development Area turn into gravity will require a force main to pump the affluent to the Lauritzen Lane lift station.

It’s envisioned that the South Development Area sewer will be similar to the North Development Area, where each of the five (5) buildings will have a separate sewer connection to the public system. It is likely that the south will require four (4) sewer pumps for four (4) of the buildings, and one (1) gravity sewer lateral. However, further studies will be required.

Stormwater Drainage
North Development Area
Municipal storm drainage to the project site is operated and maintained by Contra Costa County. The property does not include any existing on-site basins or treatment. There is an existing 54” storm main south of the property connecting to an existing 84” storm drain, which bisects the North Development Area going north-south on the property. The existing 84” storm drain connects near the railroad and outfalls just outside the property boundary to the north near the marina. There is an existing 35’ drainage easement centered in the middle of the existing pipe, and an overlapping 45’ temporary construction easement. The project site plan will require re-routing the existing 84” storm drain and easement around the proposed buildings. The site will meet the City requirements for stormwater quality treatment by providing a series of above ground bio-filtration basins. The outfalls outside the project limits will be protected in place.

South Development Area
Municipal storm utility to the project site is operated and maintained by Contra Costa County. There is an existing 54” storm main that crosses the South Development Area from Main Street and continuing north through B.N.S.F Railway right-of-way. Before the 54” main crosses under the railroad tracks, the line becomes a 72” and continues routing north. There is an existing 15’ easement for the existing pipe and 45’ temporary construction easement.

The existing 54” may be relocated or remain in place, it is unknown at this stage of design, see Figure 35. The site will be designed to meet the City requirements for stormwater quality treatment by providing a series of above ground bio-filtration basins. The outfall that is outside the project limits will be protected in place. In addition, the project will not include any hard connections to the existing 12” SD stub from Bridgehead Road, and a portion of building 6 run-off will be pumped across the existing gas easements, to ensure limited disturbance to the existing utilities. The final pump design, or possible elimination (once the pothole is completed) will be considered.

However, the intent for the drainage will remain unchanged.

Grading Activities and Construction Timing
North Development Area
Existing grades within the northern project site range from a low of approximately fifteen (15) feet above mean sea level (MSL) at the northwest corner of the site, to a high of approximately thirty (30) feet at the southern mid portion of the site. As part of the proposed project, the project site would be graded with a series of cuts and fills to manage rainwater runoff, prevent water accumulation on site, and create a balanced site.

Proposed finished floor elevations for the buildings would vary between approximately 21 and 29 feet with adjacent truck docks being approximately four feet below the finished floors. Due to the grade difference in elevation along Big Break Road, which is approximately 14’ going north to south, multiple buildings fronting the road will require the proposed building wall to be deepened or sometimes retained. 134
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South Development Area
Existing grades within the southern project site range from a low of approximately twenty-one (21) feet above mean sea level (MSL) at the northeast side of the site near the B.N.S.F Railway, to a high of approximately thirtysix (36) feet at the mid-portion of the site near Main Street. As part of the proposed project, the project site would be graded with a series of cuts and fills to produce an overland stormwater release path towards the proposed outfall north of the project site. Proposed finished floor elevations would vary between approximately 31 to 37 feet with adjacent truck docks being approximately four feet below the finished floors.

Cut and fill for both the north and south development parcels is anticipated to roughly balance at 385,000 cubic yards of cut and fill. Net import/export of soil would not likely be required, however, if contaminated soil is found on-site, export of the contaminated soil may be required.

EIR AND REQUIRED AGENCY APPROVALS
An EIR prepared for the project will be used for the following direct and indirect approvals and permits associated with adoption and implementation of the proposed Project. The City of Oakley is the Lead Agency for the proposed Project, pursuant to the State Guidelines for Implementation of CEQA. If the City Council certifies the EIR in accordance with CEQA requirements, the City may use the EIR to support the following actions:
• Rezoning the North Development Area from Business Park Low (BPL) to Planned Unit Development (P-1) to allow for uses in compliance with the General Plan designation of Light Industrial (LI). • Rezoning of the South Development Area from Commercial (C) to Planned Unit Development (P-1). • General Plan Amendment for the South Development Area from Commercial (CO) to Light Industrial (LI). • Adoption of a Planned Unit Development (PUD) providing development standards, design guidelines, and implementation details for the development of the 164-acre project with warehouse, logistics, and data center buildings totaling 3.1-million square feet of building area. • Tentative Subdivision applications to divide the entire project site into 10 lots to create a cohesive master plan for development of the overall property. This would create lots to facilitate phase one development of the Industrial area, as well as road dedications and backbone utility infrastructure. • Design Review (Development Plan) Application for the development of the entire 164-acre site to include all buildings, site plan including parking and internal circulation, building architecture, civil engineering including grading, storm drainage, utilities, and site details, and preliminary landscape architecture. • Signage program as included in the PUD.
• Development Agreement.

Other Governmental Agency Approvals
Additional permitting agencies may be identified through the course of preparation of the EIR and additional biological and wetland investigations. The following agencies may rely on the certified EIR to issue permits or approve certain aspects of the proposed Project:
• Construction activities would be covered under the National Pollution Discharge Elimination System (NPDES) and the Storm Water Pollution Prevention Plan (SWPPP) would require approval prior to construction activities pursuant to the Clean Water Act. • Bay Area Air Quality Management District (BAAQMD) – Construction activities would be subject to the BAAQMD codes and requirements.
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INDUSTRIAL
PREPARED FOR:

PLANNED UNIT

DEVELOPMENT
Draft March 20, 2025
Revised February 9, 2026
136
PREPARED BY:

DB A

DAVID BABCOCK ASSOCIATES

ARCHITECTURE LANDSCAPE PLANNING

BRIDGEHEAD INDUSTRIAL

PLANNED UNIT

DEVELOPMENT
Draft March 20, 2025
Revised February 9, 2026
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BRIDGEHEAD INDUSTRIAL

PLANNED UNIT DEVELOPMENT
1 2. PURPOSE AND SCOPE
The purpose of the Bridgehead Industrial Planned Unit
Development (PUD) is to provide development standards,
design guidelines, and implementation details for the
development of the project. The PUD allows for flexibility to respond to both the current and future real estate market and development trends. The PUD includes descriptions and exhibits to define and illustrate the following components:
• Conceptual Site/Building Architecture
• Preliminary Landscape Concept
• Lighting
• Fencing
• Signage
• Street Circulation
• Pedestrian Circulation
• Public Transportation
• Utilities
• PUD Administration

1. PROJECT LOCATION
The property consists of approximately 164-acres located on the northwest portion of the City of Oakley, adjacent to State Route (SR) 160, and bordered by Bridgehead Road to the
west, Big Break Road to the east, open space to the north, and Main Street to the south. The BNSF railroad corridor bisects the site, creating two distinct development areas, 87.6-acres to the north, and 76.4 to the south, see Figure 1.

BIG BREAK ROAD

BRIDGEHEAD ROAD
B.N.S.F. RAILWAY

VINTAGE PKWY

MAIN STREET

NORTH DEVELOPMENT AREA

SOUTH DEVELOPMENT AREA

BIG BREAK
MARINA
OPEN
SPACE

CONTRA COSTA

LOGISTICS CENTER

WILBUR AVENUE / HWY
160 INTERCHANGE

MAIN STREET

INTERCHANGE

INDUSTRIAL WAY

WILBUR AVENUE
160

TO BRENTWOOD /

ANTIOCH

TO RIO VISTA
Figure 1, Project Location
138

BRIDGEHEAD INDUSTRIAL PUD
2 3. EXISTING CONDITIONS
Both the North Development Area and South Development
Area are actively used for agriculture as vineyards with aging vines and declining production. An existing home and outbuildings are located in the middle of the site with access off Big Break Road, see Figure 1. The site is relatively flat and slopes from the southwest at approximately elevation 35 at Main Street and Bridgehead Road to the northeast at Big Break Road near the marina at approximately elevation 14.

A storm drainage easement bisects the property from the south and extends to the northern mid-portion of the site, see Figure 2.

Trees are located throughout the site, with higher
concentrations located along the street frontages of Main Street and Big Break Road. Most of the existing on-site trees will need to be removed. Additional information related to the health and condition of the on-site trees is provided in the EIR and arborist report.

View of South Development Area at Bridgehead
View of North Development Area looking South
on Big Break Road
View of South Development Area looking North
View of North Development Area looking North
on Big Break Road
Surrounding land uses include the Contra Costa Logistics Center to the west, open space and the Big Break Marina to the north, existing California Beacon single family residential neighborhood to the east, and existing commercial,
residential and industrial south of Main Street, see Figure 3.

Access to Bridgehead Industrial would be from Highway 4 to Highway 160 which includes two on/off ramps, one at Main Street and the other at Wilbur Avenue. Access from the Main Street freeway interchange will provide vehicle and truck traffic access to the South Development Area from Main
Street and Bridgehead Road. Passenger vehicles would be allowed to access the North Development Area from Main
Street via Big Break Road where no truck and trailer access is allowed, and at any other access point. From Highway 160 at the Wilbur Avenue exit, both vehicles and truck and trailers would access the North Development Area via a proposed
easement through the recently constructed Contra Costa
Logistics Center to D Street. D Street will be extended east though the North Development Area to provide both vehicle and truck access to the buildings.
139

BRIDGEHEAD INDUSTRIAL PUD
3Figure 2, Existing Conditions

VINTAGE

PARKWAY

MAIN STREET

EXISTING PIPELINE EASEMENT
NOT A
PART

BRIDGEHEAD ROAD

BIG BREAK ROAD

NORTH DEVELOPMENT AREA

SOUTH DEVELOPMENT AREA

EXISTING PIPELINE EASEMENT

EXISTING HOUSE & OUT BUILDINGS

PROPOSED ACCESS TO D STREET

EXISTING STORMDRAIN EASEMENT BNSF RAILWAY

EXISTING STORMDRAIN EASEMENT

EXISTING NATURAL GAS METERING STATION
EXISTING TELECOM. EASEMENT

INDUSTRIAL WAY

WILBUR AVENUE
140

BRIDGEHEAD INDUSTRIAL PUD
4 Contra Costa
Logis�cs
Center
South Development Area
North Development Area

BRIDGEHEAD ROAD

BIG BREAK ROAD

BIG BREAK
MARINA

MAIN STREET

WILBER AVENUE
B.N.S.F. RAILWAY
OPEN
SPACE

VINTAGE PKWY

INDUSTRIAL WAY

WILBUR AVENUE
160
Figure 3, Vicinity Map
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BRIDGEHEAD INDUSTRIAL PUD
5 5 . G E N E R A L P L A N

DESIGNATION
The PUD consists of a General Plan designation of Light Industrial (LI). The Light Industrial (LI) designation provides for limited fabrication, manufacturing, processing, packaging and assembling uses; wholesale, distribution, warehousing and storage uses; vehicle and machinery repair; research and development; industrial parks; public/semi-public uses and similar and compatible uses. Heavy industrial uses that emit significant amounts of smoke, noise, light and/or pollutants are not allowed.
4 . P R O J E C T D E S C R I P T I O N
The Project site is divided into two distinct development areas, the North Development Area and the South Development
Area, as described above with a total acreage of 164-acres.

Conceptual development envisions ten (10) industrial
buildings ranging from 117,000 SF to 936,000 SF, totaling approximately 3.1 million square feet (herein referred to as Project), see Figure 4. The overall Project Floor Area Ratio (FAR) is approximately 44%.

The conceptual development pattern envisions a variety of large and small-scale industrial buildings generally fronting the streets in the North Development Area and the South Development Area. Employee parking would be located
adjacent to the offices and would also front onto the main perimeter streets. Project construction will be completed in multiple phases, with project construction for the entire development anticipated to be completed within 6 to 10
years. Each future phase of site construction will include on-site improvements including the associated parking
areas, circulation, utilities, landscaping, and off-site street improvements as required by the City for development.

Projected Buildout Land Use Summary
Gross Acreage
164.0
164.0
Net Acreage % PUD(P-1) Sq Ft Project FAR
137.0 83.5% 3,100,000 43%

22.5 14%

2.8 1.7%

1.7 0.8%
164.0 100%
Gross Acres
Net Acres
Planned Unit Development (P-1)
Private Roads
Total GrossAcres
Zoning Districts & Utilities
Zoning Districts & Utilities
Planned Unit Development (P-1)
Total Acres
Landscape Area
Public Road Dedication
Table 1, Land Use Summary
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BRIDGEHEAD INDUSTRIAL PUD
6 Figure 4, Conceptual Site Plan Source: HPA
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BRIDGEHEAD INDUSTRIAL PUD
7 7. PERMITTED AND

CONDITIONALLY

PERMITTED USES
Table 2 includes the permitted and conditionally permitted land uses within the Project Area. To provide additional clarity to the uses in Table 2, Table 3 provides further definition of each use.

Note that accessory uses and temporary uses will be allowed as provided by the City of Oakley Zoning Ordinance, including temporary construction activities and on-site construction staging areas.
6 . Z O N I N G D I S T R I C T

DESIGNATION
The Project also consists of a single zoning district of Planned Unit Development (P-1). The purpose of the Planned United Development (P-1) is to provide designated areas for limited manufacturing and other light industrial uses within the City of Oakley, which are compatible with business parks and adjacent residential areas. Table 1 presents the approximate acres of the zoning district and building square footage that will be envisioned for total project build-out.

P-1 Zoning
Truck and Trailer Parking & Storage P
General Warehousing P
High-Cube Warehouse P
Cold Storage Warehouse P
Fulfillment Center P
Parcel Hub P
Automated Sorting Center P
Distribution and Logistics Facility P
Transload Facility P
General Manufacturing P
Office P
Data Center CUP
Industrial Battery Storage P
Truck Related Services
Land Use Types
Bridgehead Industrial Permitted/Conditionally Permitted Uses Industrial, Warehouse, & Distribution
Table 2, Permitted (P) and Conditionally Permitted Uses (CUP).

Conditionally Permitted Uses subject to approval of a Conditional Use Permit per Oakley Municipal Code.
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BRIDGEHEAD INDUSTRIAL PUD
8 Land Uses Definition/Characteristics of Use
Truck and Trailer Yard Storage A commercial operation that would allow for the short-term and long-term parking of trucks and trailers, including trucks equipped with cleaner, emerging technologies.

General Warehousing Products stored on-site for more than a month.

High Cube Warehouse A high-cube warehouse is a building that typically has at least 200,000 gross square feet of floor area, has a ceiling height of 24 feet or more, and is used primarily for the storage and/or consolidation of manufacturing goods (and to a lesser extent, raw materials) prior to their distribution to retail locations or other warehouses. A typical high-cube warehouse has a high level of on-site automation and logistics management. The automation and logistics enable highly-efficient processing of goods through the highcube warehouse.

Cold Storage Warehouse Temperature controlled for frozen and perishable products, building construction includes substantial insulation in roof and foundation walls.

Fulfillment Center Storage and direct distribution of e-commerce product to end users, shipping of smaller packages and quantities, often includes multiple mezzanine levels for product storage and picking.

Parcel Hub Regional and local freight-forwarder facility, time sensitive shipments using air freight and ground. Site development may include truck maintenance, vehicle wash, and fueling facility.

Automated Sorting Center Consolidation and distribution of pallet loads (or larger) of manufacturers, wholesalers, or retailers. Short storage duration, high throughput, and merchandise movements is performed in part or in full by machines or robotics.

Distribution and Logistics Facility Storage facility where small shipments are combined into larger and more economical delivery trucks bound for similar destinations.

Transload Facility Consolidation and distribution of pallet loads (or larger) of manufacturers, wholesalers, or retailers. Short storage duration with high throughput and high efficiency.

General Manufacturing Uses tend to have moderate to high nuisance characteristics, such as noise, heat, glare, odor, and vibration, requiring segregation from other land uses, and/or may require extensive outside storage areas.

Industrial Battery Storage An industrial battery storage area would include a network of battery energy storage cells and sub-grade wiring. The battery energy storage may be utilized for on-site electricity or may connect to the existing grid.

Data Center A data center is a building, a group of buildings, or a dedicated space within a building used to house computer systems and associated components, such as telecommunications, data storage, and computer processing systems.

Truck Related Services
Industrial, Warehouse, and Distribution
Table 3, Land Use Definitions
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BRIDGEHEAD INDUSTRIAL PUD
9 8. PHASING
The Proposed Plan will be developed in phases based on
market demand. This demand will guide building size and site configuration at the time of development. In addition, each subsequent phase will expand upon the Initial Phase development of street network and utility systems to provide the necessary vehicle access and utility infrastructure systems needed to develop each individual area, see Figure 5.

The Initial Phase of the development will include construction of warehouse and distribution Building 6 located adjacent to Bridgehead Road. The Initial Phase will also include the necessary roadways, water, wastewater, recycled water,
storm drainage and detention basin improvements needed
to support development.

Figure 5, Phasing Plan
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WILBUR AVENUE
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BRIDGEHEAD INDUSTRIAL PUD
10 glass to wall ratio at the corners where there are typically building entrances. Generally, the entries to buildings are more architecturally detailed using recessed panel surfaces, material changes and design elements. Building corners will be extended at the office function of the buildings. Enhanced landscaping and planting islands at truck court entrances will also soften the view of the truck courts.

9. CONCEPTUAL SITE/

BUILDING ARCHITECTURE
The site design places the office functions of the buildings along Bridgehead Road, Main Street, and Big Break Road.

The building elevations along these street frontages feature additional architectural detailing to create a more visually interesting appearance. This includes office area offsets, added variation in articulation and colors, and a higher Figure 6, Conceptual Rendering Building 1
Figure 7, Conceptual Rendering Buildings 4 and 5
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BRIDGEHEAD INDUSTRIAL PUD
11 design and detailing will vary from building to building and from the North Development Area to the South Development Area. However, each building will be designed to complement the adjacent buildings with similar design elements, detailing, colors, and materials. These include metal window mullions and entry canopies, glass, and tilt-up concrete panels to create visual continuity. The similarity in design elements and detailing will also complement the adjacent Contra Costa Logistics Center located just to the west of this project.

The PUD provides a framework for design and development to allow City staff to evaluate and approve future entitlement applications. These elements include the following:

The functional aspects of the warehouse such as large-scale dock doors, and simple (rectangular) shapes rely more on changes in parapet wall height, score lines, and change in paint color and similar design detailing. Figure 6 presents a view of the North Development Area looking west from Main Street, and Figure 7 shows the conceptual building design and view of the streetscape along Big Break Road at Buildings 4 and 5. Figures 8 and 9 show the conceptual design of
Buildings 7 and 10 as well as the preliminary streetscape landscape.

Conceptual architecture and building elevations have been provided to show an example of tilt-up concrete building architecture and design elements. Building architectural Figure 8, Conceptual Rendering Building 7
Figure 9, Conceptual Rendering Building 10
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BRIDGEHEAD INDUSTRIAL PUD
12 A. SITE LAYOUT
Site design will be a key evaluation element in combination with the building architecture and landscape design that will create project design consistency. Views of loading docks and service doors shall be minimized from view from public street corridors where feasible with either landscaping and/ or berming. Building architecture and orienting the office function to face the street and corners will be important to create a strong streetscape presence.

I. Site Layout
• Office areas of industrial buildings should face and be accessible from the primary street frontage.
• Provide pedestrian connections between the street and the office function of the warehouse buildings.
• Site planning and parking lot design should consider
view corridors from the public streets to businesses
for the placement of signage, and scale and location of architectural features.
• Main vehicle access drives shall be oriented to provide visitors with a clear view of building entrances.
• Landscaping at project entries and driveway access
should be distinctive to include accent and color
planting to enhance the sense of entry.
• Signage and landscape should enhance the entries that serve the main building points of entry for the general public and differentiate from truck and service entries. • Service vehicle traffic should be separated from
employee and visitor circulation when feasible. A clear travel route should be provided between the street and
the building’s entrance.
• Provide for efficient vehicular circulation by creating landscaped drive aisles that divide employee and visitor parking fields from truck circulation routes.
• Provide vehicular parking in front of buildings and along street frontages that will assist with increased street presence.
• It is encouraged or desirable that multiple buildings are designed so that grade level doors and loading docks
oppose each other to minimize views of the dock doors
from the public streets where feasible.
• Automobile vehicle parking areas shall include planting islands within the parking field to achieve the 50%
shading as required by Cal Green.
• Include ample landscaping at entrances to truck courts to soften views of the loading docks, truck trailer
parking, and service dock doors from public streets.

Please see Figure 16, Conceptual Landscape Plan.

Orient Buildings so that Dock Doors Oppose Each Other
Where Feasible
Utilize Enhanced Landscaping at Entries
Design Office Areas to Face Street Frontage
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BRIDGEHEAD INDUSTRIAL PUD
13 • Parking, when in front of buildings, shall include enhanced landscaping, berming, or a combination of
both.
• Where possible, provide separate entrances for
automobiles and trucks that are clearly marked to
promote safe site circulation.
• Parking areas for trucks and trailers shall be allowed to face public streets but should be softened from public
view by landscaping and/or berming.
• Sites that incorporate security guard shacks to control access shall also incorporate driveways/lanes with
adequate truck staging.

II. Bicycle/Pedestrian Circulation
• Provide clear, convenient pedestrian connections from the public streets, sidewalks, transit stops and trails to the business entries.
• Provide bike parking areas adjacent to building entries. • Provide clearly delineated crosswalks and pedestrian
pathways to distinguish them from vehicular drives.
• Provide ample lighting at bike and pedestrian pathways to improve safety.

III. Screening of Utilities and Trash Enclosures
• Where feasible, soften views of utilities with landscaping.

This includes but is not limited to, PG&E transformers, phone company boxes, fire department connections,
backflow preventers, water tanks, irrigation controllers and other above ground on-site utilities.
• Trash enclosures shall be designed with solid doors,
interior concrete curbs, and exterior materials and
colors compatible with the adjacent building design.
• All trash enclosures shall be sized to fit both trash and recycling containers that will be necessary to serve the users of the site.
• Trash enclosures shall be softened from view from all public rights-of-way by buildings or landscaping, with
openings oriented away from public view, but still be
accessible by the trash/recycling vehicles.
• Trash compactors located within truck courts may be
placed to grade-level ramps.

Design Trash Enclosure to be Compatible with Building
Design
Create Clearly Delineated Pedestrian Pathways
Soften Views of Trucking Parking with Landscaping
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BRIDGEHEAD INDUSTRIAL PUD
14 IV. Parking and Landscape
• Create a clear visual entry to the project using welldesigned signage, entry walls, hardscape, paving or accent landscape elements.
• Large parking areas should include landscaped drive
aisles that divide parking fields to improve circulation and access to parking adjacent to buildings.
• Tree planting in parking areas should create shading and soften the appearance of the parking lot. At least
50% of the paved area shall be shaded at tree maturity
per Cal Green.
• Provide a 12-inch-wide concrete curb step-out adjacent to landscape planter islands in the employee parking
area to limit damage to the landscape.

V. Walls and Fences
• Loading dock and truck court views will be softened by landscape planting and/or landscape berms of no less
than 3’ in height.
• Security gates should be constructed of the same
materials and detailing as the fencing for the project. • Fencing shall be limited to a maximum height of
8’ adjacent to the side setback area, it should be
constructed of chain link or similar materials.
• Gates for pedestrian and vehicular access to restricted areas that are visible from public areas (i.e., parking lots, drive aisles) shall be constructed of chain link or similar materials.

B. BUILDING ARCHITECTURE AND DESIGN DETAILING
Consistent use of architectural detailing will establish the project’s contemporary design theme through the use of
complementary architectural elements and use of similar materials and colors. The building construction will likely consist of concrete tilt-up for the warehouse and logistics buildings. Insulated Metal Panel or Non-Insulated Metal Panel (IMP/NIMP) construction maybe also be utilized in whole, or in conjunction with concrete tilt-up, see Figures 10-15.

Industrial building design guidelines are intended to provide direction for the development of well-designed warehouse structures that will meet the building design envisioned for the project. These guidelines are as follows:

Include Trees in Parking Areas to Meet CalGeen Shading
Requirements
Include Landscaped Drive Aisles to Divide Parking Areas Where Possible
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BRIDGEHEAD INDUSTRIAL PUD
15 I. Building Architecture
• Building base materials should generally consist of
concrete tilt-up panels. Accent materials may consist
of, but not be limited to, tile, glass, stone, and metal. • All buildings should utilize a variety of colors and materials that align with the general palette of the
project, or styles so that there is an aesthetic connection between all buildings on the site.
• Create visual interest on buildings with simple shapes through use of vertical and horizontal façade elements. • Include varying roof heights, stepped panels, awnings, windows, recessed entries, score lines, and a mix of
colors and materials.
• Utilitarian portions of buildings, such as vents, gutters, downspouts, flashing, electrical conduit, and other
wall-mounted utilities shall be painted to match the
color of the adjacent surface.
• Warehouse buildings over 150,000 square feet shall
articulate the long building elevations every 150’ to
add visual variety. Examples include adding score lines, varying parapet roof heights, adding color changes, and changes in materials.
• Building entries shall be designed with the human scale in mind by concentrating windows and enhanced colors
and materials at the office and visitor entries.
• Metal is discouraged as a building’s primary exterior material and if used should include additional detailing, decorative features, textural changes, or relief
techniques to break up large building faces and glass.
• Materials should include but are not limited to concrete block, tilt concrete panels, or other surface treatments to the office portions of structures from view at public streets shall be required.

Use Concrete Tilt-Up Panels as Base Material
Select a Variety of Colors and Materials for Visual Interest Concentrate Windows and Color Changes at Office Entries 152

BRIDGEHEAD INDUSTRIAL PUD
16 T T
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Figure 10, Conceptual North Development Area - Building 1 Archirecture Key Map
Source: HPA
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BRIDGEHEAD INDUSTRIAL PUD
17 T T
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Figure 11, Conceptual North Development Area - Building 4 Architecture Key Map
Source: HPA
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BRIDGEHEAD INDUSTRIAL PUD
18 T T
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Figure 12, Conceptual North Development Area - Colors and Materials, Buildings 1-5 Key Map
Source: HPA
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BRIDGEHEAD INDUSTRIAL PUD
19 T T
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Figure 13, Conceptual South Development Area - Building 10 Architecture Key Map
Source: HPA
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BRIDGEHEAD INDUSTRIAL PUD
20 T T
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Figure 14, Conceptual South Develoment Area - Building 7 Architecture Key Map
Source: HPA
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BRIDGEHEAD INDUSTRIAL PUD
21 T T
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Figure 15, Conceptual South Development Area - Colors and Materials, Buildings 7-10 Key Map
Source: HPA
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BRIDGEHEAD INDUSTRIAL PUD
22 C. LANDSCAPE
The design of the landscape will include the use of native and climate adapted plant species, high-efficiency weatherbased irrigation systems, locally sourced and recycled materials where available, and the treatment of stormwater utilizing best management practices. Water use for
landscape irrigation is also in the forefront of current design practices and guidelines have been included to address
water conservation. This approach to the design will create a contemporary landscape that is attractive, yet resourceefficient and relatively low-maintenance.

The Preliminary Landscape Plan consists of a variety of trees, shrubs, and understory planting that will soften views of the truck parking and truck courts. A formal row of trees will be planted along the street frontages. Flowering ornamental trees at the driveway entries will denote access points to the Project and buildings. Behind the street right of way, informal groupings of trees and shrubs will be planted adjacent to the parking lots.

Landscaping within the development of both the North
Development Area and South Development Area will consist of planting areas at the ends of the buildings and at the perimeter of the parking areas. Planting islands at the office entries to each building will be planted with groupings of trees and large shrubs. Due to the use and space needed to maneuver trucks and trailers, trees and landscaping is not proposed within the truck courts, see Figure 16.

Landscape Guidelines provide a framework for achieving
the high-quality character envisioned for the project. The guidelines are not intended to limit design solutions, but rather to provide direction on design elements that achieve the desired aesthetic for the project. The landscape guidelines shall be as follows:

I. General Landscaping Guidelines
• Sites should be landscaped to optimize the aesthetic appeal and comfort for employees and visitors.
• Large trees and shrubs should be used to minimize
visual dominance of the large architectural structures. • All portions of a site not devoted to buildings, structures, and parking should be landscaped, to the most extent
feasible.
• Landscapes should be designed to reach a reasonable
level of maturity within five years.
• Fast-growing trees spaced in groupings to create visual mass are encouraged.

Landscape All Areas of a Site Not Devoted to Structures Use Large Trees and Shrubs to Complement Building Scale Provide Landscape Setbacks for Visual Continuity
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BRIDGEHEAD INDUSTRIAL PUD
23 Figure 16, Conceptual Landscape Plan See Figure 17 for Plant Palette Source: Yamasaki Not a Part
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BRIDGEHEAD INDUSTRIAL PUD
24 Figure 17, Preliminary Plant Palette Source: Yamasaki 161

BRIDGEHEAD INDUSTRIAL PUD
25 • Landscape setbacks are required to be provided
between parking and road and property line setbacks to
provide visual relief from large expanses of hardscape. • Each owner is responsible for installing and maintaining the landscape within their properties, in accordance
with the City requirements.
• Simple plant palettes, such as rows and massings of
native and climate-adapted grasses and tree plantings
are encouraged.
• Building entries should feature accent landscaping,
shade trees, bold foliage accent planting in planters,
seating areas, and accent lighting.
• Landscape design elements will be organized and
purposeful throughout the project. Random placement
of shrub and tree locations should be avoided.
• Trees shall be installed at a minimum size of 24” box. • Parking lot planters with trees should be provided to achieve the 50% shading requirement per Cal Green
within 15 years.
• Trees may be clustered to define circulation routes, frame site views, and reinforce edge planting. Large
scale, high branching shade trees should be used in all employee parking areas.
• Vegetated bioswales as required in parking lot areas to treat on-site stormwater and provide visual relief within the hardscape.
• No large landscape areas are to be landscaped with
a single species in order to promote biodiversity and
create visual texture.

II. Materials
• Refer to the Plant Palette provided on the suggested plant materials, see Figure 17.
• Locally sourced, salvaged, and recycled content
materials in the landscape are encouraged.
• Species listed on the CAL-IPC list of invasive species shall not be used in the landscape.
• The use of turf is not allowed.

Enhance Building Entries with Accent Planting
Use Large, High Branching Shade Trees in Parking Areas
Plant in Rows and Massings for an Organized Design
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BRIDGEHEAD INDUSTRIAL PUD
26 III. Sustainability
• The use of renewable energy in the landscape is
encouraged.
• Sustainable landscape practices employing the most
current technologies will be strongly encouraged.
• High-efficiency, weather-based irrigation systems
should be used.
• Landscape design and placement of trees should be
used to help provide summer shade on buildings,
parking spaces, drives and paths.
• Stormwater Best Management Practices, such as rain
gardens, bioswales and rainwater harvesting, should
be incorporated into the landscape to maximize on-site
infiltration of stormwater, to the extent possible.

IV. Site Furnishings
• Site furnishings should be high quality, durable and vandalism resistant, and contemporary in design and
compatible with the overall building and landscape
design.

V. Landscape Irrigation
All landscaped areas will be permanently irrigated using an automatic underground irrigation system or bubbler
low flow systems to meet Model Water Efficient
Landscape Ordinance (MWELO) and Maximum Allowed
Water Allowance (MAWA) requirements.

Incorporate Bioswales to Maximize Stormwater Infiltration Utilize Trees to Provide Shade on Buildings and Parking Areas
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BRIDGEHEAD INDUSTRIAL PUD
27 10. STREET LANDSCAPE
The Project also includes a generous street landscape
planting design within and along the public and private street frontages. This consists of a continuous tree and shrub planting from the back of sidewalk. The streetscape planting will consist of low to medium shrubs, perennials and grasses and tree plantings that will soften views of the parking lots and will also help to reduce the massing and scale of the building fronting the streets.

The plant list for the Project has been developed to
complement the theme for the Project while also responding to the landscape requirements for industrial development.

The landscape has been designed to include some seasonal change in both the tree and shrub planting palette and
includes both deciduous and evergreen plants to create a visually interesting appearance on a year-round basis. The following guidelines should be considered in the landscape design process:
• Use a consistent street tree theme for Main Street,
Bridgehead Road, Big Break Road, and “D” Street.
• Incorporate formal, structured landscape planting along the streetscape and create a more pedestrian-scale,
relaxed appearance to the interior of the Project.
• Provide large groupings of shrub massings and
understory planting to create a more visually interesting and cohesive landscape.
• Include drought tolerate species to provide for water conservation and reduce irrigation needs.
• Turf is not allowed as part of the landscape design. • Interior lighting design should avoid conflicts with tree planting and should be located to provide proper
illumination for safety purposes.
• Irrigation design should incorporate water efficient equipment and hydro zoning of similar water use
plantings to conserve water.

Streetscape Example
Space Trees to Accomodate Street Lighting
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BRIDGEHEAD INDUSTRIAL PUD
28 11. LIGHTING
The lighting for the Project will consist of an LED light fixture mounted on a 30-foot pole with a concrete base consistent with typical industrial development. A matching building mounted fixture will also be used within the truck courts and around the building to provide the necessary illumination for the site and improve overall security and safety for employees.

12. FENCING
Fencing for the project will consist of an open view black vinyl chain link fencing and gates where needed to provide security for the buildings and truck courts. The chain link fencing and gates will be 8 feet in height and will be installed flush with finish grade. Barbed and razor wire are not allowed without prior approval by Planning Director.

Typical Single-Head Parking Lot Lighting
Typical Black Vinyl Chain Link Fencing
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BRIDGEHEAD INDUSTRIAL PUD
29 1 3 . D E V E L O P M E N T

S T A N D A R D S
The following presents the development standards for
the project which sets forth the building heights, building setbacks, parking setbacks, required parking ratio, and building FAR, see Table 4.

Development Standards
PUD (P-1)
Building Coverage & Height
Maximum Floor Area Ratio (FAR) 67%
Maximum Site Coverage 50%
Minimum Landscape Area of Individual Parcel 10%
Minimum Lot Area (square feet) 7,500
Lot Width N/A
Lot Depth N/A
Building Height 60'
Maximum Freestanding Light Pole Height 30'
Building & Parking Setbacks
Front Setbacks
Building 10'
Parking 10'
Side Yard Setbacks
Building & Parking Street Frontage 10'
Buiding & Parking Non Street Frontage 10'
Building to Parking 5'
Parking to Interior Property Line 0'
Rear Yard Setbacks
Building 0'
Parking/Landscape 10'
Parking Requirements
Office Uses 1:250 sf
Warehouse Uses 1:2,500 sf
Table 4, Development Standards
1 4 . O F F - S T R E E T P A R K I N G
The off-street parking requirements as outlined in Table 4 shall apply to Bridgehead Industrial PUD. Land uses not identified in the table will default to the City Oakley Zoning Ordinance for parking requirements.
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BRIDGEHEAD INDUSTRIAL PUD
30 15. SIGNAGE
Signage for the Project will build upon the character and design intent established by the building architecture. The signage design standards contained in this PUD have been developed to create project branding, a sense of entry to the project, and identify individual building tenants, see Figure

18. Monument signage at the vehicle driveway entries
provides individual building signage to tenants and assist with wayfinding and on-site circulation. Signage for the Project will consist of four types:
• Project entry signage
• Monument signage
• On-site directional and wayfinding signage
• Building mounted and address signage
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Figure 18, Conceptual Signage Location Plan
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BRIDGEHEAD INDUSTRIAL PUD
31 Project Entry Signage Standards
• Height: 11’
• Wall length: 21’
• Signage area: 90 sf single sign face only
• Number of signs: 3 as noted, see Figure 18 .
• No tenant information allowed.
• Monument signs shall not obstruct vehicular
sight lines, as set forth in the Oakley Standard
Plan Detail X-04.

Note: Signage area consists of the area depicted
as the white background only and does not
include the surrounding sign design elements.

A. PROJECT ENTRY SIGNAGE
Project entry signage inspired by the Antioch Bridge
will delineate the main project boundary from
Main Street and Big Break Road, see Figure 19. The
entry signage corners will feature a more horizontal
appearance with a 11’ high vertical element located
adjacent to the street right of way, a white aluminum
composite metal panel (ACM) as the background
and may include illuminated lettering and/or
external illumination. The project entry signage will
utilize similar materials and colors as the building
architecture design.

The signage will be highlighted with landscaping
consisting of colored accent planting with varying
textures and heights to create a visual layering
appearance. A backdrop of trees will anchor the
signage and provide another layer of color and
texture. A majority of the plant palette will be
evergreen species to provide a year-round landscape
appearance for the signage feature.

Figure 19, Project Entry Signage
Bridgehead
Industrial
Oakley
Signage
Area
18’-0”
11’-0”
7’-0”
2’-0”
21’-0”
3’-0”
168

BRIDGEHEAD INDUSTRIAL PUD
32 TENANT TENANT
1001
&
1003
Signage Area
(2 Sides)

TENANT TENANT
8’-0”
7’-0”
5’-0”
2’-0”
3’-0”
11’-0
Monument Signage Standards
• Height: 7’
• Wall length: 11’
• Signage area: 24 sf for each sign face, signage
is double sided.
• Number of signs: 9 as depicted and
conceptual located, see Figure 18.
• Monument signs shall not obstruct vehicular
sight lines, as set forth in the Oakley Standard
Plan Detail X-04.
• Single building tenants will be allowed to
use the entire monument signage area.
• Multi-tenant building’s signage shall be
divided by the total number of businesses in
the building.
• Logo elements are allowed on signage
panels when the height of the signage panel
is 1’-6” or greater only.

Note: Signage area consists of the area depicted as
the white background only and does not include the
surrounding sign design elements.

B. MONUMENT SIGNAGE
Monument signage will signify entries to individual
buildings from Main Street, Bridgehead Road,
Big Break Road, and Road “D”. Monument signs
will assist with wayfinding and will denote the
vehicle entry points to individual businesses. The
signage will consist of a 7’ high vertical element
located perpendicular towards the building, a
white aluminum composite panel (ACM) as the
background, and a vertical wall which will include
the street address. The monument signage will
utilize similar materials and colors as in the project
entry signage, see Figure 20. Monument signage
placement shall not obstruct vehicular sight line
triangle, as set forth in the City of Oakley Standard
Plan X-04.

Monument signage will be enhanced with accent
planting including columnar trees as a backdrop and
low accent color accent evergreen and ornamental
grasses in the foreground.

Figure 20, Monument Signage
169

BRIDGEHEAD INDUSTRIAL PUD
33 C. WAYFINDING/DIRECTIONAL SIGNAGE
Wayfinding/directional signs will assist visitors with
on-site wayfinding, denote the location of business
entries, assist with on-site truck and vehicle
circulation, and are to be located throughout the
project, see Figure 21.

TENANT
TENANT
TENANT
TENANT
Signage Area
(2 Sides)
Figure 21, Directional Signage
Wayfinding/Directional Signage Standards
• Height:6’
• Length: 3’
• Signage area: 9 sf for each sign face
• Signs may be single or double faced depending
on the sign’s location.
• Directional signs will be located at a minimum of
10 feet from the public right of way or property
line within the landscape planting areas or
hardscape areas.
• Directional signs will generally be located at
interior driveways and intersections to assist
customers with wayfinding to each business
within the Project.
170

BRIDGEHEAD INDUSTRIAL PUD
34 D. BUILDING SIGNAGE
Building signage will be designed and permitted in
accordance with the requirements of the Oakley
Municipal Code, see Figures 22 and 23.

Figure 22, Building Tenant Wall Signage Source: HPA
Conceptual Placement
of Wall Sign
Conceptual Placement of
Address Sign per Fire
Department Requirements
171

BRIDGEHEAD INDUSTRIAL PUD
35 Source: HPA
Op�on A - Signage Above Entry on Building 80% Architectural Element Max Width Op�on A - Signage Above Entry on Building 80% Architectural Element Max Width Op�on B Mul�-Tenant - Signage on Building (One Loca�on Only)80% Architectural Element Max Width Op�on B Mul�-Tenant - Signage on Building (One Loca�on Only)80% Architectural Element Max Width Figure 23, Building Wall Signage Locations
172

BRIDGEHEAD INDUSTRIAL PUD
36 The proposed development on main street includes: resstriping for 16’ median, one (1) 14’ travel, two (2) 12’ travel lane, one (1) 8’ bikeway, curb, gutter, 8’ bio retention basin to treat half the roadway, a 6’ sidewalk detached sidewalk, and 8’ landscape strip. See Figures 29 and 30. There is no provision for a PUE or other easements outside the proposed right of way. Both autos and large trucks will be allowed to access the South Development Area from Main Street.

Bridgehead Road
Bridgehead Road will maintain the existing 2-lane
configuration along the project frontage. A 16’ gravel
shoulder, a 6’ sidewalk and approximately 40’ of landscape will be improved along the eastern side of the street, see Figure 31. Two easements exist on eastern street frontage which may limit the planting of trees within the proposed landscape area.

Private Internal Circulation
Internal circulation to the project will extend from the various public streets as described above and will provide vehicle and truck access to the various warehouse buildings. Private internal circulation and associated cross access easements will include two travel lanes with a width of 40 feet curb to curb, where trucks will be circulating.

16. TRAFFIC CIRCULATION
The main access to the project will be from Highway 160 at both the Main Street and Wilbur Avenue on and off-ramps.

Access to the North Development Area will be from Big Break Road and D Street. The South Development Area will have access from Main Street and Bridgehead Road, see Figure

24. Below is a description of the vehicle access routes and a description of the proposed street improvements for
development, see Figure 25.

North Development Area
The North Development Area will include access from both Big Break Road and D Street. Access from Big Break Road will be limited to autos and small delivery vans and box trucks only. Large trucks (i.e. trucks with 53’ trailer) would only access the North Development Area from Wilber Avenue
through the Contra Costa Logistics development on Industrial Way and “D” street. Driveway entries from D Street will provide access to the warehouse buildings and parking areas.

South Development Area
The South Development Area will allow both vehicle and
large trucks (i.e. trucks with 53’ trailers) access from both Main Street and Bridgehead Road at driveway entries to
access warehouse development.

D Street
D Street will provide internal circulation to the project and will extend from Contra Costa Logistics to provide vehicle and truck access to the northern development area buildings 1 through 5. The private street (continuation of D Street) will include two travel lanes and a center dual turning lane with a width of 40 feet curb to curb, see Figure 26.

Big Break Road
The eastern boundary of the Project south of Vintage
Parkway will be improved to include adding curb and gutter, a 6-foot sidewalk, and 12’ landscaping, see Figures 27 and

28. North of Vintage Parkway will be improved to include 18-feet to accommodate Class 1 Big Break Regional Trail. In addition, Big Break Road right of way will be increased by one foot (1’) to provide for 68’ of right of way. Only autos, delivery vans, and small box truck access will be allowed.

Signage will be posted to restrict large trucks from Main Street.

Main Street
The eastern portion of Main Street will maintain the existing 4-lane configuration with a stripped middle lane for right/left turning movements. Main Street in the future will become a 6-lane roadway, with 8’ bike lane on both sides and future 16’ median, resulting in an ultimate condition 152’ ROW.

The project is proposing to develop the half-street section, provide 76’ from centerline to the ultimate Right of Way. This results in a dedication of 18’ for the City, along Main Street. 173

BRIDGEHEAD INDUSTRIAL PUD
37 T
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Legend
Large Truck/Vehicle CirculationVehicle Only Circulation(Excluding Large Trucks)

BIG BREAK ROAD

BRIDGEHEAD ROAD

MAIN STREET
BLDG. 2
BLDG. 3
BLDG. 1 BLDG. 4
BLDG. 5
BLDG. 8

STREET D
B.N.S.F. RAILWAY

VINTAGE
PKWY
BLDG. 7
BLDG. 6
BLDG. 9
BLDG. 10

WILBUR AVENUE

INDUSTRIAL WAY
Figure 24, Traffic Circulation Plan
174

BRIDGEHEAD INDUSTRIAL PUD
38 Figure 25, Street Section Locations
T
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
B B
F F
EE
DD
C C
A
A

BIG BREAK ROAD

BRIDGEHEAD ROAD

MAIN STREET
BLDG. 2 BLDG. 3
BLDG. 1 BLDG. 4
BLDG. 5
BLDG. 8

STREET D
B.N.S.F. RAILWAY

VINTAGE
PKWY
BLDG. 7
BLDG. 6
BLDG. 9
BLDG. 10

INDUSTRIAL WAY

WILBUR AVENUE
175

BRIDGEHEAD INDUSTRIAL PUD
39 Figure 26, Section A-A Street D
3’
Bioretention P.A.E. Bioretention Walk
14’
Landscape

10.5’ 40’ 10’ 6.5’ 11’ 5’
Landscape
Bldg.

Landscape
Trailer
Parking
D Street
Figure 27, Section B-B Big Break Road

5.2’
Bioretention (E) S/W
Big Break Road
Travel Lane Travel Lane Bike
Lane Bike
Lane

9.5’ 6’
Landscape

9.3’

36.5’
68’ R/W
8’ 12’ 12’ 7’ 5’ 5.5’
S/W
6’ 6’
Landscape Landscape (E) Landscape
Fence

R/W R/W
Bldg.
176

BRIDGEHEAD INDUSTRIAL PUD
40 Figure 28, Section C-C Big Break Road
Figure 29, Section D-D Main Street
Big Break Road
7’
Parking Drive Aisle
19’ 26’
Bioretention
8’ 13’
24’
68’ R/W

7.5’
Trail
18’
Travel Lane
12’
Travel Lane Shoulder
12’ 22.5’
Landscape Landscape Landscape

R/W R/W
Bldg.

Fence
Landscape Landscape
13’-20’
Bike
Lane Striped Median / Shared Left Turn Lane

6.5’ 12’ 12’ 16’ 14’ 12’
Travel Lane
Landscape
Bioretention
Travel Lane
14’
Travel Lane Travel Lane Travel Lane
17’ 4’ 3’
Landscape Travel Lane
8’

S/W S/W
6’ 4’
Bldg.

Soundwall

R/W R/W
135’ R/W
Main Street
177

BRIDGEHEAD INDUSTRIAL PUD
41 Landscape Landscape
Landscape
Striped Median / Shared Left Turn Lane Bioretention
Bioretention
12’ 14’ 16’ 14’ 12’ 4’ 10’
Travel Lane
12’
Travel Lane Travel Lane Travel Lane
13’
Travel Lane Travel Lane Landscape
6’ 4’ 6.5’

S/W S/W
6’ 14’ 8’
Trailer
Parking
Fence

R/W R/W
137’ R/W
Main Street
Bike
Lane
6’

6.5’
16’ 16.5’ 8.5’
60’R/W 41’
(E) Roadway Gravel Shoulder Easement Easement
Shoulder
S/W
P.A.E.
27’

R/W R/W
Bldg.

Big Break Road
Figure 30, Section E-E Main Street
Figure 31, Section F-F Bridgehead Road
178

BRIDGEHEAD INDUSTRIAL PUD
42 1 8 . P U B L I C

TRANSPORTATION
Tri Delta Transit provides transit services within Oakley, Antioch, Pittsburg, and Brentwood. The main bus routes
utilize the Main Street corridor and provide bus services to the site and within the City and also connect with the Antioch BART station. Two bus stops are located along the Main
Street project frontage, one on the north side near Big Break Road, and a second on the south side of Main Street near Bridgehead Road.

19. UTILITIES
The proposed Project would connect to existing City
infrastructure to provide water, sewer, and storm drainage utilities.

The Project would be served by the following existing utility service providers:

1. Water: Diablo Water District (DWD)

2. Wastewater collection and treatment: Ironhouse
Sanitary District (ISD)

3. Stormwater collection: City of Oakley

4. Gas and electricity: Pacific Gas and Electric Company (PG & E)
1 7 . P E D E S T R I A N

CIRCULATION
The project will include a pedestrian network of separated sidewalks along Main Street, Bridgehead Road, Big Break Road, and D Street, see Figure 31. Pedestrian pathways from each building will connect with the street sidewalks and will provide connectivity with the adjacent buildings, commercial retail south of Main Street, and residential neighborhoods to the south and east, as well as the Contra Costa Logistics project to the west.

The northern edge of the project abutting the open space will include a multi-use trail that will connect to the trail improved as part of the Contra Costa Logistics Center to the west and extend along the northern property line, see Figure 32. The regional trail will connect to the existing Big Bend Regional trail located just north of the existing residential area to the east of the project.

T
T

X X X X X X X X X X
X X
X
X X
X X

X X X X
X
X X
X

X X X X

X X X X X X X X X
Legend
Pedestrian Network
Regional Trail

BIG BREAK ROAD

BRIDGEHEAD ROAD

MAIN STREET
BLDG. 2
BLDG. 3
BLDG. 1 BLDG. 4
BLDG. 5
BLDG. 8

STREET D
B.N.S.F. RAILWAY

VINTAGE
PKWY
BLDG. 7
BLDG. 6
BLDG. 9
BLDG. 10

INDUSTRIAL WAY

WILBUR AVENUE
Figure 32, Pedestrian Plan
179

BRIDGEHEAD INDUSTRIAL PUD
43 The project will release sewer flows to the collection system in Big Break Road on the east side of the project. The two (2) buildings in the southeast corner of the project can flow by gravity into the existing sewer system. The other three (3) buildings will require pumps, a separate one for each building. Wastewater generation for the North Development Area alone would most likely not require upgrades to
the existing Bridgehead lift station. The combined (North Development Area and South Development Area) wastewater generation analysis would most likely impact the existing sewer lift station and modifications will be necessary to increase capacity to manage the flows from the project site.

Another consideration for the sanitary sewer in the North Development Area is if the sewer collection system on site is located within contaminated soils, the design will require special protections for the pipes and more analysis.

South Development Area
The sanitary sewer service provider for the project site is Ironhouse Sanitary District (ISD). There is an existing 18” sewer main along Main Street. As the 18” sewer main approaches the intersection of Neroly Road and Bridgehead Road, the existing gravity line turns into a force main. A portion of the sewer along Bridgehead Road fronting the South Development Area turn into gravity will require a force main to pump the affluent to the Lauritzen Lane lift station.

It’s envisioned that the South Development Area sewer will be similar to the North Development Area, where each of the five (5) buildings will have a separate sewer connection to the public system. It is likely that the South Development Area will require four (4) sewer pumps for four (4) of the buildings, and one (1) gravity sewer lateral. However, further studies will be required.

Storm Drainage
North Development Area
Municipal storm utility to the project site is operated and maintained by Contra Costa County. The property does not include any existing on-site basins or treatment. There is an existing 54” storm main south of the property connecting to an existing 84” storm drain, which bisects the North Development Area going north-south on the property. The existing 84” storm drain connects near the railroad and outfalls just outside the property boundary to the north near the marina. There is an existing 35’ drainage easement centered in the middle of the existing pipe, and an overlapping 45’ temporary construction easement. The project site plan will require re-routing the existing 84” storm drain and easement around the proposed buildings. The site will meet the City requirements for stormwater quality treatment by providing a series of above ground bio-filtration basins. The outfalls outside the project limits will be protected in place, see Figure 35.

Water
North Development Area
The Diablo Water District (DWD) provides potable water, fire service and irrigation services to the project area. The Diablo Water District has an existing 12” water main along Big Break Road. Additionally, the B.N.S.F Railway property to the south includes a 24” water main.

DWD will require separate connections for fire, domestic water, and irrigation. A new water meter and boxes should be anticipated for each building. As such, there are five (5) proposed buildings on-site, there will be five (5) meters and associated backflow preventers (BFP). The on-site fire service will be a multiple loop, private fire system. The on-site fire service line is expected to be 12”, with three (3) distinct connections to Big Break Road, each connection with a 12” double detector check. Additionally, three (3) irrigation connections and meters with back flow preventers are
expected to serve the site. A storage tank is not expected for the North Development Area, however fire pumps for each building may be required, see Figure 33
South Development Area
The DWD has water service running adjacent to the south and west side of the project site within Main Street and Bridgehead Road. Bridgehead Road includes a 12” water
main. Main Street includes a 10” water main, it should be meet the project demands, however, there is a possibility that a 12” new main may be required as part of the development, while it shown on the plans, Diablo Water district noted, that during the permit set further studies will be reviewed to assess if this main is necessary.

Similar to the North Development Area, DWD will require separate connections for fire, domestic water, and irrigation.

New water services and meters should be anticipated for each building. As such, there are five (5) proposed buildings on-site, there will be five (5) meters and BFPs, with four (4) of the connections branching off the water line in Main Street, and one (1) service line branching off the water line in Bridgehead. The on-site fire service will be a separate, private loop system. The on-site fire service is expected to be 12” water main. The site will also require irrigation meters subject to the same constraints as the North Development Area, see Figure 33.

Sewer
North Development Area
The sanitary sewer service provider for the project site is Ironhouse Sanitary District (ISD). There is an existing 10” sanitary sewer line located along Vintage Parkway. The site would connect into this sanitary sewer main at an existing manhole within the intersection of Vintage Parkway and
Almaden Circle, streets that connect to Big Break Road, see Figure 34.
180

BRIDGEHEAD INDUSTRIAL PUD
44 Figure 33, Conceptual Water Facilities
T
T
T
T
Legend
Water Line

BIG BREAK ROAD

BRIDGEHEAD ROAD

MAIN STREET
BLDG. 2
BLDG. 3
BLDG. 1 BLDG. 4
BLDG. 5
BLDG. 8

STREET D

VINTAGE
PKWY
BLDG. 7
BLDG. 6
BLDG. 9
BLDG. 10
B.N.S.F. RAILWAY

INDUSTRIAL WAY

WILBUR AVENUE
181

BRIDGEHEAD INDUSTRIAL PUD
45 Figure 34, Conceptual Sewer Facilities
T
T
T
T
Legend
Sanitary Sewer Line

BIG BREAK ROAD

BRIDGEHEAD ROAD

MAIN STREET
BLDG. 2
BLDG. 3
BLDG. 1 BLDG. 4
BLDG. 5
BLDG. 8

STREET D

VINTAGE
PKWY
BLDG. 7
BLDG. 6
BLDG. 9
BLDG. 10
B.N.S.F. RAILWAY

INDUSTRIAL WAY

WILBUR AVENUE
182

BRIDGEHEAD INDUSTRIAL PUD
46 Figure 35, Conceptual Storm Drain Facilities
T
T
T
T
Legend
Storm Drain Line

BIG BREAK ROAD

BRIDGEHEAD ROAD

MAIN STREET
BLDG. 2
BLDG. 3
BLDG. 1 BLDG. 4
BLDG. 5
BLDG. 8

STREET D

VINTAGE
PKWY
BLDG. 7
BLDG. 6
BLDG. 9
BLDG. 10
B.N.S.F. RAILWAY

WILBUR AVENUE

INDUSTRIAL WAY
183

BRIDGEHEAD INDUSTRIAL PUD
47 South Development Area
Municipal storm utility to the project site is operated and maintained by Contra Costa County. There is an existing 54” storm main that crosses the South Development Area from Main Street and continuing north through B.N.S.F Railway right-of-way. Before the 54” main crosses under the railroad tracks, the line becomes a 72” and continues routing north.

There is an existing 15’ easement for the existing pipe and 45’ temporary construction easement. The existing 54” may be relocated or remain in place, it is unknown at this stage of design, see Figure 35. The site will be designed to meet the City requirements for stormwater quality treatment by providing a series of above ground bio-filtration basins. The outfall that is outside the project limits will be protected in place. In addition, the project will not include any hard connections to the existing 12” SD stub from Bridgehead road, and a portion of building 6 run-off will be pumped across the existing gas easements, to ensure limited disturbance to the existing utilities. The final pump design, or possible elimination (once potholing is completed) will be considered.

However, the intent for the drainage will remain unchanged.

20. PUD ADMINISTRATION
During the project build out process, amendments may be necessary to respond to changing circumstances, including building footprint size, number of buildings, revisions to the design guidelines, and revisions to the development standards, or to allow for uses or conditional uses not contemplated at the time of adoption. An amendment to the PUD will be typically at the request of the property owners.

This PUD provides the principal framework for the orderly development of the Project Area. This PUD adopted by the City serves as the zoning for all properties within the Project Area. The City of Oakley will administer the PUD and related documents consistent with the provisions of the City of Oakley Municipal Code Title 9- Zoning Code Chapter 9.1.1612 which establishes the authorities and composition of the Planning Agency except as modified herein.

PUD Amendment Process
The PUD allows for flexibility to respond to both the current and future real estate market and development standards.

During project build out amendments to the adopted PUD
may be necessary to respond to changing circumstances,
including building footprint size, revisions to the design guidelines, and revisions to the development standards, or to allow for uses or conditional uses not contemplated at the time of adoption. An amendment to the PUD will be typically at the request of the property owners.

PUD Amendments
Based on the criteria outlined herein, the Community
Development Director (“Director”) shall make the
determination whether the revision is either a Major
Amendment requiring City Council approval and adoption
(following the recommendation by the Planning Commission), or an Administrative Amendment modification subject to the review and approval of the Director. Applicants may appeal the determination and actions of the Director to the City Council.

Administrative Amendment
The purpose of the Administrative Amendment is to facilitate the efficient processing necessary to develop the project that is consistent and meets the intent set forth in this Specific Plan. If the Director determines that the modifications meet the criteria for an Administrative Amendment, the
applicant shall submit application materials which contain the necessary information as determined by the City to
assist in making the findings required to support approval of the amendment. An Administrative Amendment shall be
processed if determined by the Director to be in substantial conformance with the following:

1. The overall intent of the PUD

2. The City of Oakley General Plan

3. The PUD’s Environmental Impact Report (EIR)
An amendment shall be considered in substantial conformance with intent of the PUD, City’s General Plan, and the PUD’s EIR, and therefore shall be processed as an Administrative Amendment, if the amendment proposes uses permitted
in the PUD at an equal to or lesser square footage than contemplated in the PUD and PUD’s EIR. Specific examples of Administrative Amendments include, but are not limited to:
a. The addition of new or updated information that
does not substantively change the PUD or the
finding of the EIR.
b. Adjustments to land use boundaries and street
alignments that maintain the general land use and
circulation pattern.
c. Variation in permitted use types and development
standards if such variations do not substantively
change the character of the PUD, does not increase
demand for water, sewer or other resources, or
increase traffic generated by the development above
that evaluated in the EIR, or are otherwise consistent
with the current applicable City standards.
d. Changes to infrastructure and facilities that do
not affect the level of service provided or affect to
increase the level of development capacity.
e. Changes to, phasing boundaries or sequencing that
do not affect infrastructure sizing, financing districts or the provision of adequate services to associated
development.
184

BRIDGEHEAD INDUSTRIAL PUD
48 Processing of Applications
Discretionary permitting steps must occur throughout the Project development, including the approval of Tentative and Final Subdivision Maps and/or Parcel Maps, Conditional Use Permits, Administrative Use Permits, Design Review
(Development Plan), Sign Permits, and building permits and improvement plans required for development of individual buildings. Each of these applications will utilize the approved EIR certified with the PUD to ensure consistency with the findings and Mitigation and Monitoring Review Program
(MMRP). Each of these application processes are discussed below.

Subdivisions
The Project will be further subdivided into individual
parcels that will require the approval of tentative and final subdivision maps (or parcel maps). Approval of such maps shall be governed by the Subdivision Map Act and the City’s Subdivision Ordinance and can be processed concurrently with other applications. All streets, sidewalks, landscape areas, public property infrastructure, and other improvements shown on the subdivision application shall comply with the guidelines of this PUD. No lot shall be created with size or dimensions rendering it incapable of meeting the land use, public utilities, or development standards of this PUD. In connection with a subdivision application, the applicant shall provide the City with all information required under the Subdivision Map Act and the City’s Subdivision Ordinance and shall submit the applicable processing fee.

Design Review (Development Plan)
If an applicant seeks to amend any portion of the previously approved Design Review (Development Plan) application, the applicant shall apply for an amendment. The amendment
shall contain all the information set forth in City application Development Plan requirements. The Community
Development Director has the discretion to either process the application at an administrative level or refer the application to the Planning Commission if it is determined that the amendment proposes changes not studied in the original
approval. If the Community Development Director decides to refer the application, a written report will be prepared for the Planning Commission, which will analyze the project and provide a staff recommendation.
f. Changes to the number or size of the proposed
industrial buildings, provided the overall total square footage, maximum FAR and site coverage assumed
in the PUD and EIR are not exceeded, and no new
or increased significant impacts on the environment
would result from any resulting changes to onsite
circulation.
g. Changes to the layout or orientation of the proposed industrial buildings, including changes to the number
of dock doors, provided the overall total square
footage, maximum FAR and site coverage assumed
in the PUD and EIR are not exceeded, and no new
or increased significant impacts on the environment
would result from any resulting changes to onsite
circulation.

Major Amendment
If a proposed amendment does not meet the criteria of an Administrative Amendment, a PUD Major Amendment shall
be required. A Major Amendment is required when one of
the following criteria is met:

1. Increase in building square footage above what
is approved in the PUD, or evaluated in the EIR,
unless the Director determines that the increase is
small enough such that it does not result in new or
increased significant impacts on the environment, in
which case an Administrative Amendment shall be
processed.

2. Any change proposed to the Plan would result in
new or increased significant environmental impacts
or would cause other significant development
impacts not studied in the EIR.

3. A PUD Major Amendment shall be processed and reviewed in the same manner as the initial adoption and will require both Planning Commission and City Council approvals.

Modifications to Design Standards
Modifications to the design standards in Section 13 of
the PUD may be necessary to respond to unique site
characteristics and/or changes in development because of market conditions. Modifications to these development
standards will be reviewed by the City of Oakley Community Development Director and a determination will be made
as to whether the modification is major or minor. Major modifications to these standards will require Planning
Commission and/or City Council review through a PUD
amendment per the City Zoning Ordinance requirements. If a modification is determined to be minor and complies with the intent of the standards, an administrative review and approval will be completed by City of Oakley Community
Development Director. Unless otherwise established herein, all definitions and land use terms shall be as set forth in the Specific Plan.
185

BRIDGEHEAD INDUSTRIAL PUD
49 Conditional Use Permit
If an applicant seeks to develop a conditionally permitted use as defined in the City of Oakley Zoning Ordinance, the applicant shall apply for a Conditional Use Permit (CUP) to the City containing the data and information set forth in the City’s application regulations. Consideration of the CUP application shall adhere to the review and approval procedures set forth in the. For projects which a discretionary permit is required pursuant to the City Zoning Ordinance, environmental review by the City pursuant to the California Environmental Quality Act (“CEQA”) will utilize the approved EIR to determine compliance. The Planning Commission must approve,
conditionally approve, or deny applications for Conditional Use Permits based on consideration of the requirements of the City Zoning Ordinace. A CUP may be processed concurrently with any other necessary development application(s) for the land that is the subject of the requested CUP.

Project Approvals
The City will prepare conditions of approval for individual Design Review (Development Plan), Conditional Use Permits, and Subdivision Map applications. The conditions as
approved for the PUD have been included in Appendix A of this document, and the approved EIR is located on the City of Oakley, Community Development website.

Signage
The Project entry, monument, and directional signage will be constructed per the information provided in this PUD. To the extent that this PUD provides for different or additional requirements and/or standards than the City, then the
requirements in this PUD shall govern. All building and address signage shall be constructed in accordance with the requirements set forth in the City of Oakley Zoning Ordinance and is subject to Fire Department approval for address
signage size and location.
186
187
Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA G N N O Y L I C E N S E D A R C H I T E C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/07/2024 COVER SHEET 0-DAB-A0.1 ARCHITECT: DEVELOPER: CIVIL BRIDGEHEAD INDUSTRIAL OAKLEY , CALIFORNIA LANDSCAPE: OAKLEY, CA LANDSCAPE MAIN STREET CIVIL ENGINEER: ARCH SITE PLANNING: ELECTRICAL 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 City of Oakley Planning Division JUL 22, 2024 RECEIVED 188
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T TABULATION Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA
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L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/07/2024 OVERALL SITE PLAN 0-DAB-A1.1 DEVELOPER ADDRESS OF THE PROPERTY LEGAL DESCRIPTION APPLICANT'S REPRESENTATIVE AERIAL MAP SITE SITE LEGEND BUILDING INFORMATION 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 189
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L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/07/2024 FIRE ACCESS PLAN 0-DAB-A1.1F LEGEND KEYNOTES NOTES 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 190
T T Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA

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C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/07/2024 TABULATION OVERALL SITE PLAN 1-DAB-A1.1 SITE PLAN GENERAL NOTES SITE PLAN KEYNOTES SITE LEGEND MA G N N O Y L I C E N S E D A R C H I T E C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-23 C-29451 AERIAL MAP SITE 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 191
Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA

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C T S T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 ENLARGE SITE PLAN 1-DAB-A1.2 SITE PLAN GENERAL NOTES MA G N N O Y L I C E N S E D A R C H I T E C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-23 C-29451 SITE PLAN KEYNOTES SITE LEGEND 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 192
Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA G N N O Y L I C E N S E D A R C H I T E C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-23 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/04/2024 OVERALL FLOORPLAN 1-DAB-A2.1 KEYNOTES - FLOOR PLAN GENERAL NOTES - FLOOR PLAN FLOOR SLAB AND POUR STRIPS REQ. PAINT NOTES 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 193
ELEVATIONS 1-DAB-A3.1 Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA
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L I F O R N I A DATE RENEWAL 3-31-23 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302 hpa, inc. 1280 Civic Drive, Suite 204 Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/04/2024 KEYNOTES - ELEVATIONS GENERAL NOTES - ELEVATIONS ELEVATION COLOR LEGEND/SCHED. GLAZING LEGEND 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 194
ELEVATIONS 1-DAB-A3.2 Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA

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C T S T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 KEYNOTES - ELEVATIONS GENERAL NOTES - ELEVATIONS ELEVATION COLOR LEGEND/SCHED. GLAZING LEGEND 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 195
T Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA
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L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/07/2024 SITE PLAN GENERAL NOTES SITE PLAN KEYNOTES SITE LEGEND OVERALL SITE PLAN 4-DAB-A1.1 TABULATION AERIAL MAP SITE 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 196
Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA
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L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 SITE PLAN GENERAL NOTES SITE PLAN KEYNOTES SITE LEGEND ENLARGED SITE PLAN 4-DAB-A1.2 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 197
Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA

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C T S T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 OVERALL SITE PLAN 4-DAB-A2.1 KEYNOTES - FLOOR PLAN GENERAL NOTES - FLOOR PLAN FLOOR SLAB AND POUR STRIPS REQ. PAINT NOTES 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 198
Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA
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L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 ELEVATIONS 4-DAB-A3.1 ELEVATION COLOR LEGEND/SCHED. GLAZING LEGEND KEYNOTES - ELEVATIONS GENERAL NOTES - ELEVATIONS 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 199
T Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA G N N O Y L I C E N S E D A R C H I T E C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/04/2024 OVERALL SITE PLAN 6-DAB-A1.1 SITE PLAN GENERAL NOTES SITE PLAN KEYNOTES SITE LEGEND TABULATION AERIAL MAP SITE 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 200
Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA

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C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 ENLARGED SITE PLAN 6-DAB-A1.2 SITE PLAN GENERAL NOTES SITE PLAN KEYNOTES SITE LEGEND 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 201
OVERALL FLOOR PLAN 6-DAB-A2.1 Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA G N N O Y L I C E N S E D A R C H I T E C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 KEYNOTES - FLOOR PLAN GENERAL NOTES - FLOOR PLAN PAINT NOTES 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 202
ELEVATION 6-DAB-A3.1 Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA
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L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 GENERAL NOTES - ELEVATIONS ELEVATION COLOR LEGEND/SCHED. GLAZING LEGEND KEYNOTES - ELEVATIONS 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 203
T Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA G N N O Y L I C E N S E D A R C H I T E C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/04/2024 OVERALL SITE PLAN 7-DAB-A1.1 SITE PLAN GENERAL NOTES TABULATION SITE PLAN KEYNOTES SITE LEGEND AERIAL MAP SITE 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 204
Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA G N N O Y L I C E N S E D A R C H I T E C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/04/2024 SITE PLAN GENERAL NOTES SITE PLAN KEYNOTES SITE LEGEND ENLARGED SITE PLAN 7-DAB-A1.2 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 205
Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA

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C T S T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 OVERALL FLOOR PLAN 7-DAB-A2.1 KEYNOTES - FLOOR PLAN PAINT NOTES GENERAL NOTES - FLOOR PLAN FLOOR SLAB AND POUR STRIPS REQ. 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 206
ELEVATION 7-DAB-A3.1 Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA

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C T S T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 KEYNOTES - ELEVATIONS ELEVATION COLOR LEGEND/SCHED. GLAZING LEGEND GENERAL NOTES - ELEVATIONS 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 207
ELEVATION 7-DAB-A3.2 Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA

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C T S T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 KEYNOTES - ELEVATIONS GENERAL NOTES - ELEVATIONS ELEVATION COLOR LEGEND/SCHED. GLAZING LEGEND 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 208
T SITE SECTION DAB-A4.1 Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA G N N O Y L I C E N S E D A R C H I T E C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/04/2024
2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 209
“ ” Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA MA G N N O Y L I C E N S E D A R C H I T E C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 DETAILS DAB-AD.1 2nd planning submittal 06/04/2024 2nd planning submittal 06/07/2024 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 210
Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA

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C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/04/2024 OVERALL SITE PLAN 0-DAB-A1.1 2nd planning submittal 06/07/2024 Note 1. Readings shown are based on a total LLF of as shown at grade. Data references the extrapolated performance projections in a 25c ambient based on 10,000 hrs of LED testing (per IESNA LM-80-08 and projected per IESNA TM-21-11). 2. Please refer to the light fixture label for mounting heights. 3. Product information can be obtained at www.Acuity Brands.com Note Acuity Brands Lighting Inc. This document contains confidential and proprietary information of Acuity Brands Lighting. This document may only be used by or for the benifit of Acuity Brands Lighting's representitives and Customers. This application design is not a professional engineering drawing and the design, including reported data and calulated results, is provided for informational purposes only,without any warrenty as to accuracy, completeness, safety or otherwise. The design is the result of calculations made using Visual lighting application software, photometric/radiometric data measured in a labrarory, and certian computational and modeling assumptions. Far-field photometric/radiometric data may have been used to perform one or more calculations. Photometric/radiometric data is typically collected under far-field measurement conditions;far-field data is generally not representitive of near-field geometric conditions. When using the far-field photometric/rodiometric data, the Visual software applies certian generallizing assuptions to approximate near-field performance.. These assumptions may result in significant inaccuracies in individual calculated luminous and/or radiant power quantities in areas where a source is in close proximity to a particular surface or pont. The modeling of radiant flux exchange used in the Visual software requires a uniform exitance accross each reflecting surface. The Visual software approximates the uniform surface exitance condition by adaptively subdividing surfaces with non-uniform exitance into subsurfaces with sufficently uniform exitance gradiant. Practical restrictions, due to computer hardware limitations, may prevent the subdivision procedure from subdividing surfaces with high exitance gradients into subsurfaces with sufficiently uniform exitance gradients, introducing potential discretization error into the calculated values. Calulations performed by Visual softwarw assume that all reflected flux is reflected in a perfectly diffuse(Lambertian) and spectrally uniform manner accross the spectral range being analyzed. If actual reflectance characteristics differ from these assumptions, observed luminous and/or radiant power quantities may differ from the predicted quantities. As a result of the computional limitations and simplifying modeling assumptions described above,and/or variations in actual product performance from tested product samples, the accuracy of calculated outut values identifying expected radiometric quantities and any resulting derived radiation dose calculation may be adversely affected.

In addition, the accuracy of the application design may be adversely affected if information about the physical space provided to Acuity Brands Lighting is incomplete, inaccurate, outdated or not in the required format (includiing but not limited to floor plans, space layout, reflected ceiling plans, physical structures, electrical design or specifications) if incorrect assumptions are made because of because such are not appropriate for the space. Furthermore, actual actual field performance may differ from performance calculated using laboratory measurement as a result of miscalculations related to defiiciencies in the information provided about the physical space, degregation factors in the end-user enviroment(including, but not limited to, voltage variation and dirt accumulation), or other possible variations in field conditions. Finially, lamp lumen depriciation and/or depriciation in lamp radiant intensity may result in performance over time that differs performance calculated using a new lamp. Light loss factors may have been used in the application design to estimate such depreciation, but flaws in these estimates may also result in performance over time that differ from the calculated performance.

It is the obligation of the end-user to consult with appropriately qualified Proffesional Engineer (s) to determine whether this application design meets the applicable requirements for performance,code compliance, safety,suitabilty and effectiveness for use in a particular application. In no event will Acuity Brands Lighting be responsible for any loss resulting from any use of this design.

Schedule
Symbol Label QTY Catalog Number Description Number Lamps Lumens per Lamp LLF Wattage A
14 DSX2 LED P8 40K 70CRI
TFTM
D-Series Size 2 Area Luminaire P8Performance Package 4000K CCT 70 CRIForward Throw 1 57549 0.9 462.45
B
5 DSX2 LED P8 40K 70CRI
TFTM
D-Series Size 2 Area Luminaire P8Performance Package 4000K CCT 70 CRIForward Throw 1 57549 0.9 924.9
C 38 WDGE4 LED P6 70CRI R4 40K WDGE4 LED WITH P6 - PERFORMANCE PACKAGE, 4000K, 70CRI, TYPE 4 OPTIC 1 25861 0.9 185.23 D
7 DSX2 LED P8 40K 70CRI
T2M
D-Series Size 2 Area Luminaire P8Performance Package 4000K CCT 70 CRIType 2 Medium 1 55668 1 462.45
Light Level Illuminance Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
BUILDING 6 & 7 SITE CALCULATIONS 2.0 fc 11.5 fc 0.3 fc 38.3:1 6.7:1 BLDG. 6 & 7 SHARED PARKING LOT 2.9 fc 11.5 fc 0.7 fc 16.4:1 4.1:1BLDG. 6 PARKING LOTS 2.1 fc 5.7 fc 0.5 fc 11.4:1 4.2:1BLDG. 6 TRUCK YARD & DRIVEWAY 2.4 fc 9.5 fc 0.5 fc 19.0:1 4.8:1BLDG. 7 PARKING LOT 1.9 fc 6.8 fc 0.6 fc 11.3:1 3.2:1BLDG. 7 TRUCK LOT & DRIVEWYS 1.8 fc 9.9 fc 0.3 fc 33.0:1 6.0:1 C-59 @ 30' C-60 @ 30' C-61 @ 30' C-58 @ 30'C-50 @ 30'C-48 @ 30'C-35 @ 30'C-30 @ 30'
C-27 @ 30' C-28 @ 30'
B-52 @ 30'B-36 @ 30'B-32 @ 30'B-26 @ 30'
C-38 @ 30' C-39 @ 30' C-40 @ 30' C-41 @ 30' C-42 @ 30' C-43 @ 30' C-44 @ 30' C-45 @ 30' C-46 @ 30' C-47 @ 30' A-54 @ 30' A-55 @ 30' A-56 @ 30'
A-53 @ 30'
C-37 @ 30'C-34 @ 30'C-31 @ 30'C-25 @ 30'C-21 @ 30'
C-10 @ 30' C-11 @ 30' C-12 @ 30' C-13 @ 30' C-14 @ 30' C-15 @ 30' C-16 @ 30' C-17 @ 30' C-18 @ 30' B-9 @ 30'
C-33 @ 30'C-29 @ 30'C-24 @ 30'C-20 @ 30'
A-1 @ 30' A-2 @ 30' A-3 @ 30' A-4 @ 30' A-5 @ 30' A-6 @ 30' A-7 @ 30' A-8 @ 30'
D-23 @ 30' D-22 @ 30'
D-63 @ 30' D-64 @ 30'
D-49 @ 30'
D-51 @ 30'
D-19 @ 30'
A-62 @ 30'
A-65 @ 30'
<0.5><0.4><0.5><0.6><0.5>
<1.1><1.0><1.0>
<3.6><2.5><1.9><1.9><2.4><3.4><4.5><5.5><5.6><4.8>
<2.3>
<4.2><2.8>
<2.7><2.5>
<1.8><1.8>
<1.2><1.4>
<1.1><1.0><1.1><1.1>
<1.2><1.5><1.8>
<2.9><2.3>
<2.1><5.5><4.4><3.0>
<2.1><9.2><5.7><3.1>
<2.3><5.0><2.9><1.6><0.7><1.1><2.4><4.0><7.6><5.8><3.3><2.1><1.1><0.9><1.3><2.1><3.3><4.6> <2.2><2.1>
<4.2>
<1.9><2.5>
<1.7><1.7>
<2.6><3.0><3.6>
<7.2>
<1.2><2.2>
<3.6><4.3><3.3>
<6.2><5.8><3.8><0.6><0.7><0.8>
<1.3><1.5><1.1>
<2.1><2.5><1.7><1.0><0.8>
<3.5><3.7><2.4><1.5><1.4><0.9>
<4.2><4.8><3.1><2.1><2.3><1.7>
<5.6><5.8><3.4><2.9><3.3><2.8>
<5.6><5.8><3.4><3.5><4.7><4.0>
<4.3><4.9><3.2><4.1><6.0><5.0>
<3.9><2.8><4.2><6.1><5.9>
<2.9><2.4><4.1><5.7><4.2>
<2.4><2.0><3.6><4.4><4.0>
<2.3><1.9><3.1><3.4><2.7>
<2.7><2.1><2.8><2.9><2.1>
<3.5><2.4><2.8><3.0><2.2>
<4.4><2.7><3.1><3.5><2.7>
<5.3><2.8><3.4><4.4><3.9>
<5.5><2.8><3.7><5.3><4.3>
<4.8><2.8><3.7><5.9><5.7>
<4.0><2.4><3.6><4.3><4.3><2.6><1.5><1.2><1.5><2.6><4.3><4.3><2.6><1.6><1.2><1.6><2.6><4.3><4.2><2.6><1.6><1.2><1.6><2.7><4.3><4.2><2.6><1.5><1.2><1.5><2.6><4.3><4.3><3.9><5.9><5.4> <2.8><1.9><2.8><3.9><3.8><2.3><1.6><1.3><1.6><2.3><3.8><3.8><2.3><1.7><1.4><1.6><2.2><3.7><3.7><2.3><1.7><1.4><1.7><2.3><3.8><3.7><2.2><1.6><1.3><1.6><2.3><3.8><3.7><3.5><4.8> <1.9><1.3><2.1><2.1><1.5><1.3><1.1><1.2><1.5><2.0><2.1><1.6><1.4><1.2><1.3><1.4><1.9><1.9><1.5><1.4><1.3><1.4><1.5><2.0><1.9><1.4><1.3><1.2><1.3><1.5><2.0><2.5><2.0><2.8><3.6> <1.4><1.1><1.5><1.5><1.3><1.1><1.0><1.1><1.3><1.4><1.4><1.3><1.2><1.1><1.1><1.2><1.3><1.3><1.3><1.2><1.2><1.2><1.3><1.3><1.3><1.2><1.1><1.1><1.2><1.3><1.2><1.4><1.4><1.2><1.4><1.9><2.4> <1.2><1.1><0.9><1.1><1.1><1.1><1.0><1.0><1.0><1.0><1.0><1.0><0.9><1.0><1.1><1.0><1.0><0.9><1.0><1.0><1.0><1.0><1.0><1.0><1.0><1.0><1.0><1.1><1.1><1.1><0.9><0.8><0.8><0.8><0.8><1.0><1.3><1.5> <1.3><1.3><1.3><1.2><1.2><1.2><1.0><1.1><1.2><1.2><1.2><1.2><1.2><1.1><0.9><0.8><1.0><1.2><1.2><1.1><1.1><1.1><1.1><1.0><0.9><0.9><1.1><1.1><1.1><1.1><1.2><1.3><1.2><0.9><0.7><0.7><0.8><1.0><1.1><1.3><0.9> <1.8><1.9><1.9><1.8><1.7><1.4><1.1><1.3><1.6><1.8><1.8><1.8><1.7><1.5><1.0><0.8><1.1><1.6><1.7><1.8><1.8><1.7><1.6><1.2><0.8><1.0><1.5><1.7><1.8><1.8><1.8><1.7><1.4><1.0><0.9><1.2><1.4><1.7><1.9><1.9> <2.5><3.0><3.1><1.7><1.3><1.6><2.2><2.8><3.0><3.0><2.5><2.0><1.2><0.8><1.3><2.1><2.6><3.0><3.0><2.7><2.1><1.4><0.9><1.1><1.9><2.5><2.9><3.0><2.8><2.3><1.7><1.1><1.0><1.3><1.8><2.5><2.7><2.5> <3.4><4.9><1.9><1.4><1.8><2.8><4.1><5.4><5.1><3.6><2.4><1.3><0.9><1.4><2.5><3.7><5.2><5.4><4.0><2.6><1.6><0.9><1.2><2.2><3.4><4.9><5.5><4.4><2.9><1.9><1.1><0.9><1.3><2.1><3.1><4.0><3.9> <3.7><6.9><1.9><1.4><1.8><2.8><5.1><7.8><4.1><2.4><1.3><0.8><1.4><2.5><4.3><8.3><9.1><4.8><2.7><1.6><0.8><1.2><2.2><3.7><6.9><9.2><5.6><3.1><1.9><1.1><0.9><1.3><2.1><3.5><5.6><5.9> <4.0><7.6>
<3.6><5.9>
<3.1><3.9>
<2.2><2.4>
<1.1><0.6><1.9><1.5><1.5>
<1.5><1.0><1.2><1.1><3.4><2.0><2.0>
<1.7><1.4><1.9><2.1><5.2><2.5><2.3>
<1.9><1.8><3.2><3.8><3.3><2.1><2.3>
<1.9><2.1><4.0><4.6><2.3><1.8><2.3>
<1.9><1.7><2.5><3.0><2.0><1.9><2.3>
<1.7><1.4><1.6><1.6><2.3><1.9><2.4>
<1.4><0.9><0.9><0.9><3.5><2.2><2.5>
<1.2><0.7><0.6><0.6><5.3><2.7><2.5>
<1.3><0.9><1.0><0.9><3.4><2.2><2.4>
<1.5><1.3><1.7><1.6><2.3><2.0><2.3>
<1.7><1.6><2.5><3.0><2.1><2.0><2.3>
<1.7><2.0><4.0><4.6><2.3><1.9><2.2>
<1.6><1.8><3.2><3.8><3.5><2.2><2.4>
<1.5><1.4><1.9><2.1><5.3><2.5>
<1.5><1.6><2.5><3.3>
<1.1><1.2><2.0><4.0><2.9>
<0.8><0.9><1.4><2.4><2.0>
<0.8><0.9><1.1>
<3.0><3.0><3.2><2.6><2.0><1.7><1.4><1.4><1.4><1.3><1.2><1.1><1.1><1.1><1.4><1.5><1.4><1.3><1.1><1.0><1.1><1.2><1.3><1.4><1.3><1.2><1.1><1.1><1.2><1.6><1.7><1.5><1.3> <3.5><2.6><3.0><2.4><1.8><1.5><1.4><1.5><1.9><2.0><1.5><1.3><1.2><1.4><1.6><2.1><2.1><1.5><1.3><1.2><1.3><1.6><2.1><1.9><1.5><1.4><1.3><1.4><1.7><2.8><2.8><2.3><1.7> <4.9><3.5><4.7><3.2><2.1><1.6><1.7><2.2><3.6><4.1><2.5><1.8><1.5><1.7><2.5><4.1><3.8><2.3><1.6><1.4><1.8><2.7><4.3><3.4><2.1><1.6><1.5><2.0><3.1><4.3><4.9><3.2><2.0> <4.5><3.7><2.2>
<1.4><2.1><3.0><5.3><4.0><2.3><1.6><1.5><2.2><3.8><5.4><3.2><2.0><1.5><1.7><2.6><4.7><4.8><2.7><1.7><1.5><1.9><3.1><5.3><3.9><2.3><1.6><1.6><2.2><3.9><5.4><3.5> <1.2><0.9><1.1><1.6><2.0><2.8><2.4><1.7><1.4><1.4><1.6><2.2><2.8><2.0><1.6><1.3><1.4><1.7><2.6><2.6><1.8><1.5><1.3><1.5><2.0><2.8><2.3><1.6><1.4><1.4><1.6><2.3><2.8><2.1> <1.0><0.7><0.9><1.1><1.3><1.6><1.5><1.1><1.0><1.0><1.1><1.4><1.6><1.3><1.1><1.0><1.0><1.2><1.5><1.5><1.2><1.0><1.0><1.1><1.3><1.6><1.4><1.1><1.0><1.0><1.1><1.5><1.6><1.5> <0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7><0.7> <1.6><1.5><1.5><1.4><1.3><1.1><1.2><1.4><1.4><1.5><1.5><1.4><1.3><1.0><0.8><1.0><1.4><1.4><1.4><1.4><1.4><1.4><1.1><0.8><0.9><1.3><1.4><1.5><1.5><1.5><1.4> <1.7><2.4><2.9><2.9><3.0><3.2><3.1><3.0><3.3><4.0><4.9><5.7><5.8><5.3><4.2><3.2><2.3><1.7><1.4><1.2><1.0><1.0><1.0><1.1><1.0><0.9><0.9><1.0><1.0><1.0><0.9><0.9><0.9><0.8><0.7><0.9><1.0><1.0><0.9><0.9><1.0><1.0><1.0><0.8><0.8><1.0><1.0><0.9><0.9><1.0><1.0> <1.9><3.0><4.5><5.3><5.4><4.8><3.7><3.1><3.3><4.1><5.3><5.8><5.9><5.1><4.6><3.2><2.3><1.7><1.3><1.1><0.9><0.9><1.0><1.0><1.0><1.0><1.0><1.0><1.0><0.9><0.9><0.9><0.9><0.9><0.9><1.0><1.0><0.9><0.8><0.9><1.0><1.0><0.9><0.9><0.8><0.8><0.8><0.8><0.8><0.8><0.8> <6.2><9.8><6.5><3.8><2.7><2.4><0.9><0.8><0.8><0.9><1.0><1.1><1.3><1.4> <5.5><7.7><7.7><5.7><3.7><2.7><2.5><1.0><0.7><0.7><1.0><1.4><1.8><2.1><2.2> <3.7><4.0><4.0><3.8><3.1><2.7><2.9><1.1><0.6><0.7><1.0><1.4><2.1><2.9><3.4> <2.3><2.4><2.5><2.4><2.3><2.4><3.1><4.3><1.0><0.5><0.5><0.9><1.4><2.3><3.6><5.2> <1.3><1.4><1.5><1.4><1.4><1.8><2.4><3.2><5.1><5.0><2.3><1.4><0.6><0.5><0.8><1.4><2.2><3.6><5.4> <1.2><1.1><1.0><1.0><1.1><1.4><1.7><2.1><2.8><2.9><1.7><1.2><0.7><0.4><0.5><0.8><1.3><2.1><2.9><3.6> <1.8><1.8><1.6><1.4><1.3><1.2><1.3><1.5><1.7><1.8><1.4><1.0><0.6><0.4><0.5><0.8><1.3><1.8><2.2><2.3> <2.8><2.7><2.1><1.6><1.3><1.1><1.1><1.1><1.1><1.2><1.0><0.8><0.6><0.5><0.6><0.8><1.0><1.3><1.4><1.4> <4.8><3.7><2.5><1.6><1.2><1.1><1.1><1.2><1.3><1.1><0.9><0.8><0.7><0.6><0.6><0.6><0.7><0.8><0.8><0.7> <6.2><4.2><2.5><1.6><1.2><1.1><1.3><1.6><2.1><1.7><1.3><1.0><0.7><0.6><0.6><0.7><0.8><0.9><1.0><1.0> <4.7><3.7><2.5><1.5><1.1><1.2><1.7><2.3><3.6><2.7><1.7><1.3><0.8><0.5><0.6><0.9><1.2><1.6><1.8><1.9> <2.7><2.6><2.1><1.5><1.1><1.3><1.9><3.0><5.5><4.8><2.3><1.4><0.7><0.4><0.6><0.9><1.4><2.0><2.7><3.0> <1.7><1.7><1.6><1.3><1.1><1.3><1.7><2.3><3.5><4.0><2.1><1.4><0.6><0.5><0.9><1.4><2.2><3.5><4.8> <0.9><0.9><0.9><0.9><0.9><1.2><1.4><1.8><2.1><2.2><1.5><1.1><0.6><0.4><0.4><0.8><1.3><2.2><3.7><5.7> <0.8><0.8><0.8><0.8><0.9><1.1><1.2><1.3><1.3><1.4><1.1><0.8><0.6><0.4><0.5><0.8><1.3><2.1><3.1><4.0> <1.5><1.6><1.4><1.2><1.2><1.1><1.1><1.1><1.2><1.0><0.9><0.7><0.6><0.5><0.5><0.8><1.3><1.8><2.4><2.5> <2.5><2.4><2.0><1.5><1.2><1.2><1.2><1.5><1.6><1.3><1.1><0.8><0.7><0.5><0.6><0.8><1.2><1.4><1.6><1.6> <4.2><3.4><2.4><1.5><1.2><1.2><1.5><1.9><2.6><2.1><1.5><1.1><0.8><0.5><0.5><0.7><0.8><0.9><0.9><0.8> <6.1><4.3><2.6><1.6><1.1><1.2><1.8><2.7><4.8><3.7><2.0><1.4><0.8><0.5><0.6><0.7><0.9><0.9><1.0><1.0> <5.2><3.9><2.5><1.6><1.1><1.2><1.8><2.7><4.7><5.0><2.3><1.4><0.7><0.4><0.6><0.9><1.2><1.6><1.8><1.9> <3.1><2.9><2.2><1.5><1.2><1.2><1.5><1.8><2.6><2.9><1.7><1.3><0.7><0.4><0.5><0.9><1.4><2.0><2.7><2.9> <1.9><1.9><1.8><1.4><1.2><1.2><1.2><1.5><1.6><1.8><1.3><1.0><0.6><0.4><0.5><0.8><1.4><2.2><3.4><4.6> <1.0><1.1><1.0><1.0><1.0><1.1><1.1><1.1><1.2><1.1><0.9><0.7><0.5><0.4><0.5><0.8><1.3><2.2><3.6><5.7> <0.6><0.7><0.8><0.8><0.9><1.0><1.2><1.3><1.4><1.1><0.9><0.7><0.5><0.4><0.5><0.8><1.3><2.1><3.1><4.0> <1.3><1.3><1.2><1.1><1.1><1.2><1.4><1.8><2.1><1.7><1.3><0.9><0.6><0.4><0.5><0.8><1.3><1.8><2.4><2.6> <2.2><2.2><1.9><1.5><1.1><1.3><1.7><2.3><3.6><2.7><1.7><1.2><0.7><0.4><0.5><0.8><1.1><1.4><1.6><1.6> <3.7><3.2><2.3><1.5><1.1><1.2><1.9><2.9><5.5><4.8><2.3><1.4><0.7><0.4><0.5><0.6><0.8><0.8><0.9><0.8> <5.7><4.2><2.6><1.6><1.1><1.2><1.6><2.2><3.4><4.0><2.1><1.4><0.8><0.4><0.5><0.6><0.7><0.7><0.7><0.7> <5.6><4.1><2.6><1.6><1.2><1.1><1.2><1.6><2.0><2.2><1.5><1.1><0.7><0.5><0.5><0.8><1.0><1.3><1.4><1.4> <3.5><3.1><2.3><1.6><1.2><1.1><1.1><1.2><1.3><1.4><1.2><0.9><0.6><0.5><0.6><0.9><1.3><1.8><2.3><2.3> <2.1><2.1><1.9><1.5><1.2><1.1><1.1><1.1><1.1><1.0><0.9><0.7><0.6><0.4><0.5><0.8><1.3><2.1> <1.3><1.3><1.2><1.1><1.0><1.2><1.3><1.6><1.7><1.3><1.1><0.8><0.6><0.4><0.5><0.8><1.3><2.2> <0.6><0.7><0.7><0.7><0.8><1.2><1.6><2.0><2.7><2.1><1.5><1.0><0.6><0.4><0.4><0.8><1.3><2.2> <1.1><1.1><1.1><0.9><0.9><1.2><1.9><2.9><4.9><3.7><2.0><1.4><0.7><0.4><0.5><0.8><1.3><2.0> <2.0><2.0><1.8><1.4><1.1><1.3><1.9><2.7><4.7><5.0><2.3><1.5><0.7><0.4><0.6><0.9><1.3><1.7> <3.2><2.9><2.2><1.5><1.2><1.2><1.5><1.8><2.6><2.9><1.8><1.3><0.8><0.6><0.6><0.8><0.9><1.1> <5.3><4.0><2.5><1.6><1.2><1.1><1.1><1.4><1.6><1.8><1.4><1.1><0.8><0.7><0.8><0.8><0.9><0.8> <6.0><4.2><2.6><1.6><1.2><1.0><0.9><1.0><1.1><1.2><1.0><0.8><0.8><0.7><0.9><1.1><1.3><1.3> <4.1><3.4><2.4><1.6><1.2><1.1><1.1><1.2><1.3><1.1><0.9><0.8><0.7><0.7><0.9><1.3><1.8><2.1> <2.4><2.4><2.0><1.5><1.2><1.2><1.3><1.7><2.1><1.7><1.3><1.0><0.7><0.7><1.0><1.5><2.3><3.0> <1.5><1.5><1.4><1.1><1.1><1.3><1.8><2.4><3.7><2.7><1.7><1.3><0.8><0.7><1.0><1.6><2.7><4.2> <0.7><0.8><0.8><0.8><0.8><1.2><2.0><3.1><5.6><4.8><2.3><1.5><0.9><0.7><1.1><1.8><2.9><4.7> <0.9><0.9><0.9><0.8><0.9><1.2><1.7><2.3><3.5><4.0><2.1><1.5><1.0><0.9><1.3><1.9><2.7><3.5> <1.8><1.8><1.6><1.3><1.2><1.2><1.4><1.7><2.1><2.3><1.6><1.3><1.0><0.9><1.2><1.7><2.1><2.4> <2.8><2.7><2.1><1.6><1.2><1.1><1.1><1.2><1.3><1.5><1.3><1.0><0.8><0.7><0.9><1.1><1.4><1.5> <4.8><3.7><2.5><1.6><1.2><1.0><1.0><1.0><1.1><1.1><0.9><0.8><0.6><0.5><0.6><0.8><0.9><0.9> <6.2><4.2><2.5><1.6><1.2><1.1><1.1><1.4><1.6><1.3><1.1><0.8><0.6><0.4><0.6><0.9><1.0><0.8> <4.7><3.7><2.5><1.5><1.2><1.2><1.4><1.9><2.6><2.1><1.4><1.0><0.6><0.4><0.7><1.3><1.6><1.2> <2.7><2.6><2.1><1.5><1.1><1.3><1.8><2.7><4.9><3.7><2.0><1.3><0.6><0.4><1.0><2.1><2.6><1.8> <1.7><1.7><1.6><1.3><1.1><1.3><1.9><2.8><4.8><5.0><2.3><1.4><0.6><0.4><1.4><3.1><3.8> <0.9><0.9><0.9><0.8><0.9><1.2><1.5><2.0><2.7><2.9><1.7><1.2><0.6><0.6><1.9><4.2><4.9> <0.8><0.8><0.8><0.8><0.9><1.1><1.3><1.5><1.7><1.8><1.3><0.9><0.6><0.8><2.4><5.3><5.7> <1.5><1.6><1.4><1.2><1.2><1.1><1.1><1.1><1.2><1.1><0.9><0.8><0.6><1.1><3.0><5.6><5.6> <2.5><2.4><2.0><1.5><1.2><1.1><1.1><1.2><1.3><1.1><0.9><0.8><0.7><1.3><3.1><4.7><3.9> <4.2><3.4><2.4><1.6><1.2><1.2><1.3><1.6><2.1><1.7><1.3><1.0><0.9><1.4><2.8><3.6><2.9> <6.1><4.3><2.6><1.6><1.1><1.2><1.6><2.2><3.6><2.7><1.7><1.3><1.0><1.3><2.1><2.4> <5.2><3.9><2.5><1.6><1.1><1.2><1.8><2.9><5.5><4.8><2.3><1.5><1.0><1.0><1.4><1.4> <3.1><2.9><2.2><1.5><1.1><1.3><1.7><2.2><3.5><4.0><2.1><1.5><1.0><0.8><1.0><0.9> <1.9><1.9><1.7><1.4><1.2><1.2><1.4><1.7><2.1><2.2><1.5><1.2><1.0><0.8><0.8><0.6> <1.0><1.1><1.0><1.0><1.0><1.1><1.1><1.3><1.3><1.4><1.2><1.0><1.0><0.9><1.0><0.7> <0.6><0.7><0.8><0.8><0.9><1.0><1.1><1.2><1.2><1.0><0.9><0.9><1.0><1.3><1.4> <1.3><1.3><1.2><1.1><1.1><1.2><1.3><1.6><1.7><1.3><1.1><1.0><1.3><1.9><2.3> <2.2><2.2><1.9><1.5><1.2><1.3><1.5><1.9><2.7><2.1><1.5><1.3><1.6><2.7><3.3> <3.7><3.2><2.3><1.6><1.1><1.2><1.8><2.7><4.9><3.7><2.0><1.6><2.1><3.7><4.6> <5.7><4.2><2.6><1.6><1.1><1.2><1.8><2.7><4.7><5.0><2.3><1.8><2.5><4.9><5.9> <5.6><4.2><2.6><1.6><1.2><1.2><1.4><1.8><2.5><2.9><1.8><1.8><3.0><5.5><5.6> <3.6><3.2><2.4><1.7><1.3><1.2><1.3><1.4><1.5><1.7><1.4><1.8><3.2><5.1> <2.6><2.8><2.5><2.0><1.6><1.3><1.1><0.9><0.8><0.9><1.0><1.6><3.1><4.1> <2.4><2.8><2.6><2.3><1.8><1.4><2.1><2.6><2.9>
<2.3><3.0><2.8><2.3><1.7><1.8><1.6><1.8><1.7>
<2.3><1.5><1.3><1.2><1.1><0.9>
<2.3><1.4><0.8><0.8><0.8><0.6>
<5.8><3.3><2.0><1.3><1.8><3.0><5.2><11.0><8.9><4.3><2.6><1.3><1.4><2.7><4.5><9.6><10.6> <7.9><5.0><3.1><1.9><1.3><1.8><2.8><4.6><7.6><6.4><3.9><2.4><1.3><0.8><1.4><2.5><4.1><6.7><7.3><4.4><2.7><1.6><0.8><1.2><2.2><3.6><5.9><7.9><5.0><3.1><2.0><1.2><1.0><1.4><1.9><2.7> <3.6><2.8><1.8><1.4><1.7><2.6><3.4><4.1><3.9><3.1><2.2><1.3><0.9><1.4><2.3><3.2><4.0><4.1><3.3><2.5><1.5><0.9><1.2><2.1><3.0><3.8><4.1><3.6><2.8><1.9><1.2><1.0><1.2><1.6><1.8> <2.3><2.0><1.6><1.2><1.5><1.9><2.2><2.4><2.4><2.1><1.8><1.1><0.8><1.2><1.8><2.2><2.4><2.4><2.2><1.9><1.3><0.8><1.1><1.7><2.1><2.4><2.4><2.3><2.1><1.6><1.0><0.8><0.8><0.9> <0.3><0.5>
<0.5><0.5>
<0.6>
<0.3> <0.3>
<0.7>
<0.7>
<11.5>
<9.5>
<5.7>
<6.8>
<9.9>
<11.5>
Plan View
Scale - 1" = ft
T
T
90 E1.1
SITE PHOTOMETRIC PLAN 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 211
Project: Consultants: Project Number: Revision: Date: Drawn by: Title: Sheet: 22626 12/04/2023 Developer: Oakley, CA

MA G N N O

Y L I C

E N S E D A R C H I T E
C TS T A T E O F C A L I F O R N I A DATE RENEWAL 3-31-25 C-29451 Civil : Structural : Mechanical : Plumbing : Electrical : Landscape : Fire Protection : Soils Engineer : KZ BRIDGEHEAD INDUSTRIAL fax: 949 863 0851 tel: 949 863 1770 email: [email protected] 94610 oakland, ca 600 Grand Ave, suite 302
hpa, inc.
1280 Civic Drive, Suite 204
Walnut Creek, CA 94596 Tel: 626-521-9990 KIER & WRIGHT YAMASAKI CORNERSTONE 1st planning submittal 12/04/2023 2nd planning submittal 06/04/2024 OVERALL SITE PLAN 0-DAB-A1.1 2nd planning submittal 06/07/2024 Note Acuity Brands Lighting Inc. This document contains confidential and proprietary information of Acuity Brands Lighting. This document may only be used by or for the benifit of Acuity Brands Lighting's representitives and Customers. This application design is not a professional engineering drawing and the design, including reported data and calulated results, is provided for informational purposes only,without any warrenty as to accuracy, completeness, safety or otherwise. The design is the result of calculations made using Visual lighting application software, photometric/radiometric data measured in a labrarory, and certian computational and modeling assumptions. Far-field photometric/radiometric data may have been used to perform one or more calculations. Photometric/radiometric data is typically collected under far-field measurement conditions;far-field data is generally not representitive of near-field geometric conditions. When using the far-field photometric/rodiometric data, the Visual software applies certian generallizing assuptions to approximate near-field performance.. These assumptions may result in significant inaccuracies in individual calculated luminous and/or radiant power quantities in areas where a source is in close proximity to a particular surface or pont. The modeling of radiant flux exchange used in the Visual software requires a uniform exitance accross each reflecting surface. The Visual software approximates the uniform surface exitance condition by adaptively subdividing surfaces with non-uniform exitance into subsurfaces with sufficently uniform exitance gradiant. Practical restrictions, due to computer hardware limitations, may prevent the subdivision procedure from subdividing surfaces with high exitance gradients into subsurfaces with sufficiently uniform exitance gradients, introducing potential discretization error into the calculated values. Calulations performed by Visual softwarw assume that all reflected flux is reflected in a perfectly diffuse(Lambertian) and spectrally uniform manner accross the spectral range being analyzed. If actual reflectance characteristics differ from these assumptions, observed luminous and/or radiant power quantities may differ from the predicted quantities. As a result of the computional limitations and simplifying modeling assumptions described above,and/or variations in actual product performance from tested product samples, the accuracy of calculated outut values identifying expected radiometric quantities and any resulting derived radiation dose calculation may be adversely affected.

In addition, the accuracy of the application design may be adversely affected if information about the physical space provided to Acuity Brands Lighting is incomplete, inaccurate, outdated or not in the required format (includiing but not limited to floor plans, space layout, reflected ceiling plans, physical structures, electrical design or specifications) if incorrect assumptions are made because of because such are not appropriate for the space. Furthermore, actual actual field performance may differ from performance calculated using laboratory measurement as a result of miscalculations related to defiiciencies in the information provided about the physical space, degregation factors in the end-user enviroment(including, but not limited to, voltage variation and dirt accumulation), or other possible variations in field conditions. Finially, lamp lumen depriciation and/or depriciation in lamp radiant intensity may result in performance over time that differs performance calculated using a new lamp. Light loss factors may have been used in the application design to estimate such depreciation, but flaws in these estimates may also result in performance over time that differ from the calculated performance.

It is the obligation of the end-user to consult with appropriately qualified Proffesional Engineer (s) to determine whether this application design meets the applicable requirements for performance,code compliance, safety,suitabilty and effectiveness for use in a particular application. In no event will Acuity Brands Lighting be responsible for any loss resulting from any use of this design. E1.1

SITE PHOTOMETRIC PLAN
C-30 @ 30'
C-28 @ 30'
C-22 @ 30'
C-19 @ 30'
C-16 @ 30'
C-11 @ 30'
C-9 @ 30'
C-5 @ 30'
A-20 @ 30'
A-18 @ 30'
A-12 @ 30'
A-10 @ 30'
A-7 @ 30'
A-4 @ 30'
A-3 @ 30'
A-2 @ 30'
A-1 @ 30'
A-70 @ 30'
C-65 @ 30'
C-62 @ 30'
C-58 @ 30'
C-57 @ 30'
C-54 @ 30'
C-47 @ 30'
C-42 @ 30'
C-41 @ 30'
C-37 @ 30'
C-39 @ 30'
A-68 @ 30'
A-66 @ 30'
A-63 @ 30'
A-59 @ 30'
A-56 @ 30'
A-50 @ 30'
A-45 @ 30'
C-8 @ 30'
C-14 @ 30'
C-25 @ 30'
C-32 @ 30'
C-36 @ 30'
A-6 @ 30'
A-13 @ 30'
D-27 @ 30'
C-24 @ 30' C-23 @ 30'
A-15 @ 30' A-17 @ 30'
C-31 @ 30'C-38 @ 30'
C-46 @ 30'
C-53 @ 30' C-51 @ 30' C-52 @ 30'
D-43 @ 30'
D-29 @ 30'
A-49 @ 30'

3.5 6.1

2.84.9 1.2

1.4 1.71.1

3.60.8 0.7

0.7 0.8

1.92.3 3.1

3.02.32.2 1.2

1.01.54.4 2.7

5.63.43.0 2.52.42.32.22.22.12.62.42.8

2.31.81.80.80.9 1.61.20.91.01.82.3

0.60.61.21.92.53.55.03.8 0.71.21.82.53.24.14.6

0.81.21.82.32.73.0 2.3 2.9 3.9 5.4 5.1 3.8

1.4 3.11.6

2.2 2.81.31.82.43.75.34.3

1.91.31.62.02.94.23.62.61.7 1.41.31.51.82.12.32.11.81.51.00.8

1.11.21.41.51.71.81.51.41.20.90.81.01.41.9 0.90.91.11.21.31.31.31.31.11.00.81.11.72.33.54.9

0.80.91.11.21.21.21.11.11.00.90.80.91.21.62.03.24.84.32.91.8 1.01.31.51.41.21.21.11.11.00.91.01.21.51.82.22.72.62.11.71.10.8

1.11.61.81.81.61.41.31.21.21.11.11.21.41.61.92.01.71.51.30.90.81.11.5 2.42.31.91.71.61.41.31.11.01.11.31.41.51.51.21.00.80.91.42.03.04.2

2.82.42.01.71.31.00.90.91.11.21.21.21.10.90.81.01.51.93.04.74.93.4 1.91.30.90.81.01.21.21.21.21.10.90.90.91.11.41.62.12.93.12.51.91.30.8

0.80.91.21.51.51.41.31.21.11.11.11.21.31.51.81.91.81.61.41.10.80.80.9 1.92.01.91.71.61.41.41.31.21.11.11.21.31.41.21.10.80.81.21.82.6

2.72.42.21.91.71.61.31.00.80.80.91.01.00.90.80.91.41.92.84.64.0 2.52.11.81.41.21.01.01.21.31.31.31.31.31.41.71.92.43.54.23.42.82.3

2.01.71.71.82.02.32.52.52.62.32.52.42.32.42.4 1.91.82.02.1 1.7

2.61.8 2.51.81.1

3.13.12.21.71.0 2.22.22.11.81.51.0

1.61.51.30.9 1.41.20.9

1.91.71.51.31.0 2.11.81.41.1

2.51.91.51.1 3.32.11.71.1

4.42.51.81.1 1.81.92.02.22.32.34.42.51.91.1

2.62.62.62.62.72.63.13.32.31.91.3 2.93.83.43.02.82.83.04.15.43.33.02.41.81.3

5.05.44.53.52.92.82.94.05.33.33.02.31.81.3 4.83.52.92.72.53.03.54.03.42.21.81.1

4.35.14.33.42.82.52.32.42.45.44.22.31.70.9 2.63.53.32.92.62.22.11.91.84.93.92.11.50.8

1.82.42.52.42.21.91.71.51.33.22.61.61.30.8 1.31.71.81.81.71.51.41.21.12.01.81.31.00.7

0.81.21.31.31.31.31.31.21.21.41.31.10.8 0.71.01.11.31.41.51.61.61.51.11.00.80.7

1.01.41.51.71.91.92.12.22.11.11.10.90.7 1.52.02.22.32.42.52.52.82.91.51.51.20.90.7

2.12.92.92.82.72.82.93.74.32.31.91.41.0 3.34.43.83.32.93.03.24.75.83.62.91.71.3

5.85.84.83.63.12.92.94.04.85.14.02.11.5 4.83.63.02.72.54.63.62.01.4

4.03.32.82.42.92.41.51.2 3.02.82.42.11.9

2.22.22.01.81.5 1.41.31.21.0 .9.0
.6.2.3.7.4.3.3.4.4.4.4.5.0.2.7.3.2.2.5.8.1.2.0

4.94.73.92.82.01.51.21.21.41.61.61.91.93.33.92.92.11.61.21.11.21.62.22.72.92.6 2.43.33.43.02.41.71.31.11.21.51.92.33.02.82.32.41.91.81.41.11.11.41.92.63.53.9

2.02.32.62.42.01.51.21.11.21.72.23.64.91.71.71.51.51.31.21.21.62.23.04.45.5 1.41.71.91.91.71.41.21.21.31.62.13.85.01.01.21.31.31.31.21.21.41.82.43.44.76.1

0.71.01.11.31.41.41.31.21.21.21.41.92.80.90.90.91.01.11.11.21.51.82.43.13.9 1.00.90.90.91.01.11.11.01.01.11.31.72.00.91.00.80.80.90.90.91.01.31.72.12.42.9

1.61.51.31.10.90.90.90.90.90.90.91.01.21.51.31.10.90.90.80.80.80.91.21.51.8 2.32.11.91.61.31.01.01.01.00.90.80.80.92.22.21.71.31.11.00.90.80.70.70.81.01.2

3.52.92.41.91.51.31.11.11.11.11.00.90.83.92.91.81.41.31.11.11.00.90.80.70.60.7 5.64.63.62.62.01.51.21.21.31.31.41.41.25.43.42.01.61.31.21.21.31.31.21.00.8

6.25.13.72.61.91.41.11.21.41.51.71.91.73.84.22.82.01.51.21.11.31.51.71.81.61.3 5.04.53.22.31.71.21.11.21.71.92.32.72.62.51.91.71.31.11.11.41.82.22.42.2

3.43.42.72.01.51.21.11.31.92.43.94.41.31.81.71.41.41.21.11.21.62.22.83.23.0 2.22.52.62.21.71.41.21.21.41.72.64.74.81.01.21.31.21.21.21.11.41.82.63.64.44.5

1.61.92.01.81.51.31.21.21.31.52.33.50.80.90.91.01.11.21.31.52.13.04.35.7 0.91.11.31.41.41.41.21.11.11.21.51.92.30.90.90.80.80.91.01.21.41.72.33.14.25.6

0.90.90.91.01.11.11.11.00.90.91.11.41.41.21.00.90.91.01.21.41.72.22.83.4 1.61.41.11.00.90.90.91.00.90.80.80.90.92.12.01.61.21.00.90.80.91.11.41.82.22.4

2.22.01.71.31.10.91.01.11.11.00.90.93.42.51.71.41.20.90.80.70.81.01.31.51.8 3.02.62.11.61.31.11.11.31.31.41.31.14.14.82.81.81.51.21.00.80.70.60.70.70.9

5.23.93.02.21.71.31.21.21.51.51.71.81.54.54.42.61.91.51.21.01.01.00.90.70.60.5 5.94.43.02.21.51.21.21.31.71.92.32.52.92.62.01.71.31.11.11.31.41.41.21.0

5.14.83.82.61.91.41.11.21.42.02.53.83.91.61.91.71.51.41.11.01.21.51.82.01.81.5 3.43.53.02.31.71.31.11.21.51.93.05.21.21.31.31.21.11.11.11.31.82.32.62.5

2.12.42.72.42.01.51.21.11.21.31.72.84.00.70.80.91.01.01.01.11.21.62.22.93.53.4 1.51.82.01.91.71.41.11.01.11.21.62.12.60.80.80.70.80.91.01.11.41.82.53.64.75.0

0.91.21.31.41.41.21.10.90.91.01.21.51.21.00.80.80.91.11.31.52.12.84.25.6 0.50.50.70.80.91.01.11.00.90.80.80.91.02.01.81.41.11.01.01.11.41.72.12.83.85.1

0.90.70.60.60.70.80.91.01.00.90.80.83.02.21.61.31.11.01.11.31.62.02.53.0 1.71.51.20.90.70.70.81.01.21.21.21.10.94.44.22.51.71.41.10.90.80.91.21.61.92.2

2.42.11.71.41.00.80.91.11.41.51.71.75.14.42.51.91.41.00.80.70.70.81.01.31.6 3.22.72.11.61.31.11.11.31.71.92.32.32.63.32.72.11.71.21.00.80.70.70.60.60.7

5.44.13.02.21.61.31.11.21.62.12.73.73.41.92.01.71.61.41.21.01.11.11.00.80.60.5 5.74.22.92.11.51.21.21.31.72.13.65.51.31.41.31.31.21.11.11.41.51.51.41.1

4.74.53.62.61.81.41.11.11.31.51.93.34.50.80.91.01.01.01.11.11.31.61.92.12.01.7 3.23.32.92.21.71.31.01.01.11.31.72.40.80.70.70.80.91.01.11.41.92.42.82.7

2.02.32.52.31.91.51.21.00.80.91.11.41.71.11.10.90.70.80.91.01.31.62.33.03.83.8 1.41.71.81.81.61.31.10.90.80.70.81.01.01.91.61.21.00.91.01.21.41.92.63.74.95.5

0.91.11.21.31.31.21.11.00.80.70.70.82.71.91.51.31.21.21.31.62.12.94.15.6 1.00.90.90.90.91.01.11.21.21.11.00.90.84.73.72.21.61.41.21.21.31.62.12.83.54.7

1.51.31.10.90.80.81.01.31.41.51.61.45.43.92.31.81.31.01.01.11.51.92.32.7 2.42.11.91.51.21.00.91.11.51.81.92.22.03.13.52.72.11.61.10.80.70.81.11.41.82.0

3.42.92.41.81.51.21.11.31.72.22.83.32.12.21.81.71.31.00.70.60.60.70.91.11.4 4.53.42.51.91.41.21.21.41.92.44.25.21.01.51.51.41.41.21.00.90.80.70.60.60.6

6.24.93.52.51.81.41.21.21.41.72.34.04.70.80.91.01.11.11.11.11.21.21.11.00.80.6 4.84.33.02.21.61.31.11.11.21.52.02.80.70.70.70.80.91.11.21.41.61.71.61.3

3.13.43.22.61.91.41.11.00.91.01.31.61.91.00.90.70.60.70.91.11.31.62.02.32.21.9 2.22.52.52.11.71.31.10.80.70.70.91.11.61.31.00.80.80.91.11.51.92.63.03.0

1.31.61.81.91.71.51.21.10.90.70.60.70.82.62.31.71.31.11.01.11.31.72.33.14.14.3 0.81.01.21.31.31.31.21.21.11.00.90.84.33.11.91.51.31.21.21.41.92.63.85.05.9

0.60.70.80.80.91.01.21.31.31.41.41.25.53.42.11.71.31.21.31.62.12.83.95.2 1.10.90.80.70.60.70.81.21.51.61.82.01.73.73.92.72.11.51.21.11.31.62.02.63.34.2

1.81.51.20.90.80.70.91.21.82.12.73.02.52.41.91.81.31.00.81.01.41.72.12.4 2.82.42.11.71.31.00.91.11.42.02.74.44.71.31.71.71.51.41.10.80.70.71.01.21.51.8

4.03.22.51.91.51.21.11.21.51.82.84.81.01.11.21.21.21.00.80.70.60.70.81.0 4.93.62.61.91.51.21.11.21.31.72.43.40.70.80.80.81.01.11.11.11.00.90.80.60.6

5.84.83.42.41.71.31.11.01.01.11.51.92.21.00.90.70.70.81.01.11.31.41.41.21.00.7 4.13.92.92.11.51.21.00.80.80.81.11.31.51.20.90.80.81.01.21.51.71.91.81.6

2.63.02.92.41.81.41.11.00.80.70.70.80.82.62.01.51.21.01.01.11.31.72.12.52.52.2 1.92.22.31.91.51.31.11.11.00.90.80.83.92.51.61.31.11.01.11.52.02.73.33.4

1.11.31.61.71.61.41.21.21.31.21.31.31.14.85.02.81.91.51.21.11.31.72.33.24.44.8 0.50.81.01.11.21.11.11.31.51.51.71.94.03.72.41.91.41.21.11.41.92.63.75.06.2

0.50.60.70.70.80.91.11.41.92.12.72.82.52.21.91.71.31.11.21.52.02.63.64.7 1.11.00.90.80.70.70.91.21.62.12.94.54.21.51.81.61.51.41.11.01.11.51.92.42.93.6

1.71.61.51.31.21.11.21.51.62.03.35.21.11.21.31.21.10.90.80.91.21.51.92.2 2.52.42.42.22.11.91.81.71.71.41.82.73.70.70.80.80.91.01.00.80.70.70.81.01.31.5

3.93.23.02.82.62.52.52.21.11.31.62.10.80.70.60.70.80.90.90.80.70.60.70.7 5.14.13.43.23.02.93.02.70.71.01.31.21.21.00.80.80.91.01.11.11.00.90.70.5

5.34.33.53.33.33.94.12.11.71.31.11.01.01.11.31.51.61.41.20.9 4.84.63.93.43.33.75.45.53.12.11.41.21.11.11.21.51.82.12.01.8

3.33.63.43.12.93.55.15.04.32.41.61.41.11.11.31.72.22.72.82.4 2.12.52.92.82.72.73.13.84.73.92.31.81.31.11.11.42.02.73.53.7

1.51.92.12.22.32.32.52.62.92.42.01.61.21.11.21.62.33.14.55.3 0.81.01.21.41.61.71.81.92.02.11.71.61.41.21.11.41.82.63.64.96.2

1.00.90.90.91.01.21.31.61.61.51.41.21.11.21.51.92.53.34.2 1.51.31.10.90.90.91.01.41.51.41.31.21.11.01.11.41.82.22.63.1

2.32.11.81.51.21.00.90.81.81.61.41.31.21.00.80.81.01.31.71.9 3.32.82.31.81.51.20.92.82.31.71.41.31.21.00.80.70.70.81.11.3

5.64.33.32.51.91.41.10.94.22.81.81.61.41.21.10.90.80.70.60.6 6.24.93.42.51.81.31.00.70.64.45.13.02.01.91.51.31.31.31.21.00.80.6

4.95.54.63.22.31.71.20.90.60.60.91.42.22.62.11.71.41.61.71.81.71.41.1 4.14.74.23.32.41.71.20.80.60.61.11.62.32.93.21.91.71.92.22.52.32.0

2.64.24.54.13.42.51.91.31.31.92.53.44.44.53.82.12.12.42.83.23.12.7 3.34.74.54.23.52.72.01.52.54.15.76.04.53.32.51.82.52.32.44.4

5.45.74.74.03.32.72.05.84.63.12.21.61.00.82.92.72.7 6.26.14.83.62.92.31.81.91.30.90.81.31.92.43.83.02.8

5.24.13.02.31.81.40.60.91.52.12.93.63.82.72.72.52.52.7 2.51.81.42.33.44.65.24.83.73.03.32.01.92.12.02.02.1

2.01.51.15.55.33.83.02.52.22.02.32.83.54.04.64.74.64.13.63.12.62.22.02.03.24.95.94.63.22.21.41.41.41.5 1.71.33.42.62.22.02.02.43.24.15.06.05.96.15.14.23.32.62.01.61.41.51.51.72.23.03.73.22.62.01.0

1.41.10.81.81.61.62.02.84.04.35.45.65.34.44.02.92.11.51.11.01.01.11.21.31.41.72.12.01.91.8 0.90.7

1.61.9 2.02.1

2.01.9 1.01.42.02.93.83.95.85.84.03.82.92.01.30.90.64.03.1

1.31.92.73.64.55.66.05.95.74.53.62.71.91.30.90.70.70.81.11.52.23.14.14.96.05.85.44.73.8 1.31.92.63.44.24.85.45.44.94.23.42.72.01.51.10.90.80.91.21.62.33.04.04.75.55.75.75.04.33.4

1.11.51.92.42.83.23.33.23.12.82.52.11.71.31.11.00.90.91.11.41.92.42.93.33.73.73.83.53.12.41.91.4 0.81.01.01.31.61.71.81.81.81.81.71.51.31.21.11.11.11.11.21.41.51.71.81.92.02.12.22.22.01.31.10.9

0.91.11.31.41.51.51.41.31.11.01.01.11.31.41.51.51.41.31.21.21.21.31.51.71.7 0.81.11.31.61.91.81.51.21.10.91.01.21.41.72.01.81.51.31.11.01.11.31.41.82.1

0.81.31.72.22.82.61.91.61.21.01.11.41.72.32.82.61.91.61.21.01.21.51.92.63.1 0.91.52.23.45.04.22.71.91.31.11.21.62.33.45.04.22.71.91.41.11.31.82.53.95.3

0.71.32.23.44.33.82.71.71.10.91.01.42.23.44.33.82.71.7 0.7

0.7 0.7 0.7

0.7 0.7 0.7

0.6 0.6 0.6

0.5 0.50.5

5.5 6.26.2

6.3 6.2
C-30 @ 30'
C-28 @ 30'
C-22 @ 30'
C-19 @ 30'
C-16 @ 30'
C-11 @ 30'
C-9 @ 30'
C-5 @ 30'
A-20 @ 30'
A-18 @ 30'
A-12 @ 30'
A-10 @ 30'
A-7 @ 30'
A-4 @ 30'
A-3 @ 30'
A-2 @ 30'
A-1 @ 30'
A-70 @ 30'
C-65 @ 30'
C-62 @ 30'
C-58 @ 30'
C-57 @ 30'
C-54 @ 30'
C-47 @ 30'
C-42 @ 30'
C-41 @ 30'
C-37 @ 30'
C-39 @ 30'
A-68 @ 30'
A-66 @ 30'
A-63 @ 30'
A-59 @ 30'
A-56 @ 30'
A-50 @ 30'
A-45 @ 30'
C-8 @ 30'
C-14 @ 30'
C-25 @ 30'
C-32 @ 30'
C-36 @ 30'
A-6 @ 30'
A-13 @ 30'
D-27 @ 30'
C-24 @ 30' C-23 @ 30'
A-15 @ 30' A-17 @ 30'
C-31 @ 30'C-38 @ 30'
C-46 @ 30'
C-53 @ 30' C-51 @ 30' C-52 @ 30'
D-43 @ 30'
D-29 @ 30'
A-49 @ 30'

3.5 6.1

2.84.9 1.2

1.4 1.71.1

3.60.8 0.7

0.7 0.8

1.92.3 3.1

3.02.32.2 1.2

1.01.54.4 2.7

5.63.43.0 2.52.42.32.22.22.12.62.42.8

2.31.81.80.80.9 1.61.20.91.01.82.3

0.60.61.21.92.53.55.03.8 0.71.21.82.53.24.14.6

0.81.21.82.32.73.0 2.3 2.9 3.9 5.4 5.1 3.8

1.4 3.11.6

2.2 2.81.31.82.43.75.34.3

1.91.31.62.02.94.23.62.61.7 1.41.31.51.82.12.32.11.81.51.00.8

1.11.21.41.51.71.81.51.41.20.90.81.01.41.9 0.90.91.11.21.31.31.31.31.11.00.81.11.72.33.54.9

0.80.91.11.21.21.21.11.11.00.90.80.91.21.62.03.24.84.32.91.8 1.01.31.51.41.21.21.11.11.00.91.01.21.51.82.22.72.62.11.71.10.8

1.11.61.81.81.61.41.31.21.21.11.11.21.41.61.92.01.71.51.30.90.81.11.5 2.42.31.91.71.61.41.31.11.01.11.31.41.51.51.21.00.80.91.42.03.04.2

2.82.42.01.71.31.00.90.91.11.21.21.21.10.90.81.01.51.93.04.74.93.4 1.91.30.90.81.01.21.21.21.21.10.90.90.91.11.41.62.12.93.12.51.91.30.8

0.80.91.21.51.51.41.31.21.11.11.11.21.31.51.81.91.81.61.41.10.80.80.9 1.92.01.91.71.61.41.41.31.21.11.11.21.31.41.21.10.80.81.21.82.6

2.72.42.21.91.71.61.31.00.80.80.91.01.00.90.80.91.41.92.84.64.0 2.52.11.81.41.21.01.01.21.31.31.31.31.31.41.71.92.43.54.23.42.82.3

2.01.71.71.82.02.32.52.52.62.32.52.42.32.42.4 1.91.82.02.1 1.7

2.61.8 2.51.81.1

3.13.12.21.71.0 2.22.22.11.81.51.0

1.61.51.30.9 1.41.20.9

1.91.71.51.31.0 2.11.81.41.1

2.51.91.51.1 3.32.11.71.1

4.42.51.81.1 1.81.92.02.22.32.34.42.51.91.1

2.62.62.62.62.72.63.13.32.31.91.3 2.93.83.43.02.82.83.04.15.43.33.02.41.81.3

5.05.44.53.52.92.82.94.05.33.33.02.31.81.3 4.83.52.92.72.53.03.54.03.42.21.81.1

4.35.14.33.42.82.52.32.42.45.44.22.31.70.9 2.63.53.32.92.62.22.11.91.84.93.92.11.50.8

1.82.42.52.42.21.91.71.51.33.22.61.61.30.8 1.31.71.81.81.71.51.41.21.12.01.81.31.00.7

0.81.21.31.31.31.31.31.21.21.41.31.10.8 0.71.01.11.31.41.51.61.61.51.11.00.80.7

1.01.41.51.71.91.92.12.22.11.11.10.90.7 1.52.02.22.32.42.52.52.82.91.51.51.20.90.7

2.12.92.92.82.72.82.93.74.32.31.91.41.0 3.34.43.83.32.93.03.24.75.83.62.91.71.3

5.85.84.83.63.12.92.94.04.85.14.02.11.5 4.83.63.02.72.54.63.62.01.4

4.03.32.82.42.92.41.51.2 3.02.82.42.11.9

2.22.22.01.81.5 1.41.31.21.0 .9.0
.6.2.3.7.4.3.3.4.4.4.4.5.0.2.7.3.2.2.5.8.1.2.0

4.94.73.92.82.01.51.21.21.41.61.61.91.93.33.92.92.11.61.21.11.21.62.22.72.92.6 2.43.33.43.02.41.71.31.11.21.51.92.33.02.82.32.41.91.81.41.11.11.41.92.63.53.9

2.02.32.62.42.01.51.21.11.21.72.23.64.91.71.71.51.51.31.21.21.62.23.04.45.5 1.41.71.91.91.71.41.21.21.31.62.13.85.01.01.21.31.31.31.21.21.41.82.43.44.76.1

0.71.01.11.31.41.41.31.21.21.21.41.92.80.90.90.91.01.11.11.21.51.82.43.13.9 1.00.90.90.91.01.11.11.01.01.11.31.72.00.91.00.80.80.90.90.91.01.31.72.12.42.9

1.61.51.31.10.90.90.90.90.90.90.91.01.21.51.31.10.90.90.80.80.80.91.21.51.8 2.32.11.91.61.31.01.01.01.00.90.80.80.92.22.21.71.31.11.00.90.80.70.70.81.01.2

3.52.92.41.91.51.31.11.11.11.11.00.90.83.92.91.81.41.31.11.11.00.90.80.70.60.7 5.64.63.62.62.01.51.21.21.31.31.41.41.25.43.42.01.61.31.21.21.31.31.21.00.8

6.25.13.72.61.91.41.11.21.41.51.71.91.73.84.22.82.01.51.21.11.31.51.71.81.61.3 5.04.53.22.31.71.21.11.21.71.92.32.72.62.51.91.71.31.11.11.41.82.22.42.2

3.43.42.72.01.51.21.11.31.92.43.94.41.31.81.71.41.41.21.11.21.62.22.83.23.0 2.22.52.62.21.71.41.21.21.41.72.64.74.81.01.21.31.21.21.21.11.41.82.63.64.44.5

1.61.92.01.81.51.31.21.21.31.52.33.50.80.90.91.01.11.21.31.52.13.04.35.7 0.91.11.31.41.41.41.21.11.11.21.51.92.30.90.90.80.80.91.01.21.41.72.33.14.25.6

0.90.90.91.01.11.11.11.00.90.91.11.41.41.21.00.90.91.01.21.41.72.22.83.4 1.61.41.11.00.90.90.91.00.90.80.80.90.92.12.01.61.21.00.90.80.91.11.41.82.22.4

2.22.01.71.31.10.91.01.11.11.00.90.93.42.51.71.41.20.90.80.70.81.01.31.51.8 3.02.62.11.61.31.11.11.31.31.41.31.14.14.82.81.81.51.21.00.80.70.60.70.70.9

5.23.93.02.21.71.31.21.21.51.51.71.81.54.54.42.61.91.51.21.01.01.00.90.70.60.5 5.94.43.02.21.51.21.21.31.71.92.32.52.92.62.01.71.31.11.11.31.41.41.21.0

5.14.83.82.61.91.41.11.21.42.02.53.83.91.61.91.71.51.41.11.01.21.51.82.01.81.5 3.43.53.02.31.71.31.11.21.51.93.05.21.21.31.31.21.11.11.11.31.82.32.62.5

2.12.42.72.42.01.51.21.11.21.31.72.84.00.70.80.91.01.01.01.11.21.62.22.93.53.4 1.51.82.01.91.71.41.11.01.11.21.62.12.60.80.80.70.80.91.01.11.41.82.53.64.75.0

0.91.21.31.41.41.21.10.90.91.01.21.51.21.00.80.80.91.11.31.52.12.84.25.6 0.50.50.70.80.91.01.11.00.90.80.80.91.02.01.81.41.11.01.01.11.41.72.12.83.85.1

0.90.70.60.60.70.80.91.01.00.90.80.83.02.21.61.31.11.01.11.31.62.02.53.0 1.71.51.20.90.70.70.81.01.21.21.21.10.94.44.22.51.71.41.10.90.80.91.21.61.92.2

2.42.11.71.41.00.80.91.11.41.51.71.75.14.42.51.91.41.00.80.70.70.81.01.31.6 3.22.72.11.61.31.11.11.31.71.92.32.32.63.32.72.11.71.21.00.80.70.70.60.60.7

5.44.13.02.21.61.31.11.21.62.12.73.73.41.92.01.71.61.41.21.01.11.11.00.80.60.5 5.74.22.92.11.51.21.21.31.72.13.65.51.31.41.31.31.21.11.11.41.51.51.41.1

4.74.53.62.61.81.41.11.11.31.51.93.34.50.80.91.01.01.01.11.11.31.61.92.12.01.7 3.23.32.92.21.71.31.01.01.11.31.72.40.80.70.70.80.91.01.11.41.92.42.82.7

2.02.32.52.31.91.51.21.00.80.91.11.41.71.11.10.90.70.80.91.01.31.62.33.03.83.8 1.41.71.81.81.61.31.10.90.80.70.81.01.01.91.61.21.00.91.01.21.41.92.63.74.95.5

0.91.11.21.31.31.21.11.00.80.70.70.82.71.91.51.31.21.21.31.62.12.94.15.6 1.00.90.90.90.91.01.11.21.21.11.00.90.84.73.72.21.61.41.21.21.31.62.12.83.54.7

1.51.31.10.90.80.81.01.31.41.51.61.45.43.92.31.81.31.01.01.11.51.92.32.7 2.42.11.91.51.21.00.91.11.51.81.92.22.03.13.52.72.11.61.10.80.70.81.11.41.82.0

3.42.92.41.81.51.21.11.31.72.22.83.32.12.21.81.71.31.00.70.60.60.70.91.11.4 4.53.42.51.91.41.21.21.41.92.44.25.21.01.51.51.41.41.21.00.90.80.70.60.60.6

6.24.93.52.51.81.41.21.21.41.72.34.04.70.80.91.01.11.11.11.11.21.21.11.00.80.6 4.84.33.02.21.61.31.11.11.21.52.02.80.70.70.70.80.91.11.21.41.61.71.61.3

3.13.43.22.61.91.41.11.00.91.01.31.61.91.00.90.70.60.70.91.11.31.62.02.32.21.9 2.22.52.52.11.71.31.10.80.70.70.91.11.61.31.00.80.80.91.11.51.92.63.03.0

1.31.61.81.91.71.51.21.10.90.70.60.70.82.62.31.71.31.11.01.11.31.72.33.14.14.3 0.81.01.21.31.31.31.21.21.11.00.90.84.33.11.91.51.31.21.21.41.92.63.85.05.9

0.60.70.80.80.91.01.21.31.31.41.41.25.53.42.11.71.31.21.31.62.12.83.95.2 1.10.90.80.70.60.70.81.21.51.61.82.01.73.73.92.72.11.51.21.11.31.62.02.63.34.2

1.81.51.20.90.80.70.91.21.82.12.73.02.52.41.91.81.31.00.81.01.41.72.12.4 2.82.42.11.71.31.00.91.11.42.02.74.44.71.31.71.71.51.41.10.80.70.71.01.21.51.8

4.03.22.51.91.51.21.11.21.51.82.84.81.01.11.21.21.21.00.80.70.60.70.81.0 4.93.62.61.91.51.21.11.21.31.72.43.40.70.80.80.81.01.11.11.11.00.90.80.60.6

5.84.83.42.41.71.31.11.01.01.11.51.92.21.00.90.70.70.81.01.11.31.41.41.21.00.7 4.13.92.92.11.51.21.00.80.80.81.11.31.51.20.90.80.81.01.21.51.71.91.81.6

2.63.02.92.41.81.41.11.00.80.70.70.80.82.62.01.51.21.01.01.11.31.72.12.52.52.2 1.92.22.31.91.51.31.11.11.00.90.80.83.92.51.61.31.11.01.11.52.02.73.33.4

1.11.31.61.71.61.41.21.21.31.21.31.31.14.85.02.81.91.51.21.11.31.72.33.24.44.8 0.50.81.01.11.21.11.11.31.51.51.71.94.03.72.41.91.41.21.11.41.92.63.75.06.2

0.50.60.70.70.80.91.11.41.92.12.72.82.52.21.91.71.31.11.21.52.02.63.64.7 1.11.00.90.80.70.70.91.21.62.12.94.54.21.51.81.61.51.41.11.01.11.51.92.42.93.6

1.71.61.51.31.21.11.21.51.62.03.35.21.11.21.31.21.10.90.80.91.21.51.92.2 2.52.42.42.22.11.91.81.71.71.41.82.73.70.70.80.80.91.01.00.80.70.70.81.01.31.5

3.93.23.02.82.62.52.52.21.11.31.62.10.80.70.60.70.80.90.90.80.70.60.70.7 5.14.13.43.23.02.93.02.70.71.01.31.21.21.00.80.80.91.01.11.11.00.90.70.5

5.34.33.53.33.33.94.12.11.71.31.11.01.01.11.31.51.61.41.20.9 4.84.63.93.43.33.75.45.53.12.11.41.21.11.11.21.51.82.12.01.8

3.33.63.43.12.93.55.15.04.32.41.61.41.11.11.31.72.22.72.82.4 2.12.52.92.82.72.73.13.84.73.92.31.81.31.11.11.42.02.73.53.7

1.51.92.12.22.32.32.52.62.92.42.01.61.21.11.21.62.33.14.55.3 0.81.01.21.41.61.71.81.92.02.11.71.61.41.21.11.41.82.63.64.96.2

1.00.90.90.91.01.21.31.61.61.51.41.21.11.21.51.92.53.34.2 1.51.31.10.90.90.91.01.41.51.41.31.21.11.01.11.41.82.22.63.1

2.32.11.81.51.21.00.90.81.81.61.41.31.21.00.80.81.01.31.71.9 3.32.82.31.81.51.20.92.82.31.71.41.31.21.00.80.70.70.81.11.3

5.64.33.32.51.91.41.10.94.22.81.81.61.41.21.10.90.80.70.60.6 6.24.93.42.51.81.31.00.70.64.45.13.02.01.91.51.31.31.31.21.00.80.6

4.95.54.63.22.31.71.20.90.60.60.91.42.22.62.11.71.41.61.71.81.71.41.1 4.14.74.23.32.41.71.20.80.60.61.11.62.32.93.21.91.71.92.22.52.32.0

2.64.24.54.13.42.51.91.31.31.92.53.44.44.53.82.12.12.42.83.23.12.7 3.34.74.54.23.52.72.01.52.54.15.76.04.53.32.51.82.52.32.44.4

5.45.74.74.03.32.72.05.84.63.12.21.61.00.82.92.72.7 6.26.14.83.62.92.31.81.91.30.90.81.31.92.43.83.02.8

5.24.13.02.31.81.40.60.91.52.12.93.63.82.72.72.52.52.7 2.51.81.42.33.44.65.24.83.73.03.32.01.92.12.02.02.1

2.01.51.15.55.33.83.02.52.22.02.32.83.54.04.64.74.64.13.63.12.62.22.02.03.24.95.94.63.22.21.41.41.41.5 1.71.33.42.62.22.02.02.43.24.15.06.05.96.15.14.23.32.62.01.61.41.51.51.72.23.03.73.22.62.01.0

1.41.10.81.81.61.62.02.84.04.35.45.65.34.44.02.92.11.51.11.01.01.11.21.31.41.72.12.01.91.8 0.90.7

1.61.9 2.02.1

2.01.9 1.01.42.02.93.83.95.85.84.03.82.92.01.30.90.64.03.1

1.31.92.73.64.55.66.05.95.74.53.62.71.91.30.90.70.70.81.11.52.23.14.14.96.05.85.44.73.8 1.31.92.63.44.24.85.45.44.94.23.42.72.01.51.10.90.80.91.21.62.33.04.04.75.55.75.75.04.33.4

1.11.51.92.42.83.23.33.23.12.82.52.11.71.31.11.00.90.91.11.41.92.42.93.33.73.73.83.53.12.41.91.4 0.81.01.01.31.61.71.81.81.81.81.71.51.31.21.11.11.11.11.21.41.51.71.81.92.02.12.22.22.01.31.10.9

0.91.11.31.41.51.51.41.31.11.01.01.11.31.41.51.51.41.31.21.21.21.31.51.71.7 0.81.11.31.61.91.81.51.21.10.91.01.21.41.72.01.81.51.31.11.01.11.31.41.82.1

0.81.31.72.22.82.61.91.61.21.01.11.41.72.32.82.61.91.61.21.01.21.51.92.63.1 0.91.52.23.45.04.22.71.91.31.11.21.62.33.45.04.22.71.91.41.11.31.82.53.95.3

0.71.32.23.44.33.82.71.71.10.91.01.42.23.44.33.82.71.7 0.7

0.7 0.7 0.7

0.7 0.7 0.7

0.6 0.6 0.6

0.5 0.50.5

5.5 6.26.2

6.3 6.2
Plan View
Scale - 1" 0ft T T
C-40 @ 30'
C-35 @ 30'
C-34 @ 30'
C-30 @ 30'
C-28 @ 30'
C-22 @ 30'
C-19 @ 30'
C-16 @ 30'
C-11 @ 30'
C-9 @ 30'
C-5 @ 30'
A-26 @ 30'
A-21 @ 30'
A-20 @ 30'
A-18 @ 30'
A-12 @ 30'
A-10 @ 30'
A-7 @ 30'
A-4 @ 30'
A-3 @ 30'
A-2 @ 30'
A-1 @ 30'
C-44 @ 30'
C-55 @ 30'
C-61 @ 30'
C-67 @ 30'
B-69 @ 30'
B-64 @ 30'
A-48 @ 30'
A-60 @ 30'
A-71 @ 30' A-72 @ 30'
A-70 @ 30'
C-65 @ 30'
C-62 @ 30'
C-58 @ 30'
C-57 @ 30'
C-54 @ 30'
C-47 @ 30'
C-42 @ 30'
C-41 @ 30'
C-37 @ 30'
C-39 @ 30'
A-68 @ 30'
A-66 @ 30'
A-63 @ 30'
A-59 @ 30'
A-56 @ 30'
A-50 @ 30'
A-45 @ 30'
C-8 @ 30'
C-14 @ 30'
C-25 @ 30'
C-32 @ 30'
C-36 @ 30'
A-6 @ 30'
A-13 @ 30'
D-27 @ 30'
C-24 @ 30' C-23 @ 30'
A-15 @ 30' A-17 @ 30'
C-31 @ 30'C-38 @ 30'
C-46 @ 30'
C-53 @ 30' C-51 @ 30' C-52 @ 30'
D-43 @ 30'
D-29 @ 30'
A-49 @ 30'
A-33 @ 30'
A-75 @ 30' 4.1 5.9 2.5 3.0 1.3 1.8 2.2 3.5 6.1 2.8 4.9 1.2 1.4 1.7 1.1 3.6 0.8 0.7 0.7 0.8 1.9 2.3 3.1 3.0 2.3 2.2 1.2 1.0 1.5 4.4 2.7 5.6 3.4 3.0 2.5 2.4 2.3 2.2 2.2 2.1 2.6 2.4 2.8 2.3 1.8 1.8 0.8 0.9 1.6 1.2 0.9 1.0 1.8 2.3 0.6 0.6 1.2 1.9 2.5 3.5 5.0 3.8 0.7 1.2 1.8 2.5 3.2 4.1 4.6 0.8 1.2 1.8 2.3 2.7 3.0 2.3 2.9 3.9 5.4 5.1 3.8 1.4 4.1 4.0 3.4 2.7 2.1 1.4 0.9 0.9 1.3 1.9 2.5 2.4 1.9 1.5 1.3 1.2 1.1 1.0 0.9 1.2 1.6 2.2 2.7 3.0 3.2 3.0 2.8 2.3 1.9 2.0 2.4 2.7 2.9 2.9 2.8 2.6 2.3 1.9 1.4 0.9 1.1 1.7 2.0 2.2 2.4 2.4 2.7 3.0 3.4 3.4 3.0 2.6 2.2 1.9 1.6 1.4 1.3 1.1 1.1 1.5 2.0 2.3 2.5 2.4 2.3 2.1 1.9 1.7 1.3 2.5 2.6 2.6 2.5 2.3 2.1 2.0 1.9 1.7 1.3 0.9 1.0 1.4 1.6 1.6 1.6 1.8 2.2 2.8 3.5 4.0 3.9 3.6 3.1 2.6 2.2 1.8 1.5 1.1 1.1 1.4 1.9 2.1 2.1 2.0 1.8 1.6 1.5 1.5 1.3 0.9 2.8 2.7 2.4 2.1 1.8 1.6 1.6 1.6 1.5 1.3 0.9 0.9 1.1 1.2 1.2 1.2 1.4 2.0 2.7 3.5 4.5 5.3 5.4 4.6 3.5 2.7 2.1 1.6 1.1 1.0 1.4 1.9 2.1 2.0 1.8 1.6 1.4 1.3 1.3 1.2 2.2 1.8 1.4 1.3 1.3 1.4 1.5 1.3 1.1 0.9 0.9 0.9 0.9 1.2 1.9 2.8 3.6 5.0 7.3 8.7 6.3 4.4 3.1 2.3 1.5 1.1 1.0 1.4 1.9 2.1 2.0 1.8 1.6 1.4 1.3 1.2 1.2 2.1 1.5 1.1 1.0 1.2 1.4 1.6 1.6 1.3 1.1 1.0 0.9 1.2 1.9 2.8 4.0 6.0 10.0 9.1 7.1 4.4 3.0 2.1 1.4 1.0 1.1 1.5 2.1 2.3 2.2 2.0 1.7 1.5 1.4 1.3 1.2 1.7 1.2 1.0 1.0 1.3 1.6 1.7 1.9 1.8 1.6 1.3 1.1 0.9 0.9 1.4 2.1 2.9 4.0 6.3 9.8 10.6 6.8 4.2 2.7 1.9 1.2 0.9 1.2 1.8 2.4 2.7 2.8 2.6 2.2 1.9 1.7 1.5 0.9 0.9 1.1 1.6 2.0 2.3 2.5 2.3 1.9 1.5 1.2 0.9 1.0 1.5 2.3 3.1 4.1 5.7 8.3 7.8 5.3 3.4 2.6 1.7 1.0 1.3 2.1 2.8 3.5 3.8 3.5 3.0 2.5 2.0 1.7 1.6 2.6 3.7 4.5 3.3 2.1 1.6 1.2 0.9 1.1 1.8 2.5 3.0 3.6 4.4 5.1 5.2 4.2 3.0 2.1 1.4 0.9 1.0 1.7 2.3 3.2 4.5 5.6 5.2 4.2 3.1 2.4 5.3 4.0 2.5 1.8 1.3 0.9 0.9 1.4 2.0 2.5 2.9 3.1 3.4 3.6 3.7 3.3 2.7 2.0 1.3 0.9 1.3 2.1 2.9 4.0 5.8 8.8 8.3 5.3 3.7 2.7 2.3 1.6 1.2 0.9 1.1 1.6 2.2 2.5 2.9 3.0 2.9 3.0 2.9 2.7 2.3 1.7 1.2 1.2 1.6 2.2 3.0 4.6 8.2 8.7 5.4 3.5 2.4 0.9 1.0 1.3 1.9 2.4 2.8 3.0 3.1 2.9 2.6 2.5 2.3 1.9 1.5 1.3 1.4 2.0 2.6 3.5 5.1 8.5 9.2 7.6 4.8 3.1 1.9 2.8 3.7 4.6 3.7 2.7 2.3 2.2 1.9 1.6 1.4 1.4 1.8 2.3 2.9 3.5 4.8 6.4 7.3 5.7 3.8 2.8 4.3 5.8 4.6 3.0 2.3 2.0 1.6 1.4 1.4 1.7 2.1 2.6 2.9 3.3 3.8 4.4 4.9 4.2 3.1 3.7 2.7 2.1 1.7 1.4 1.3 1.5 1.9 2.4 2.8 3.0 3.1 3.3 3.5 3.5 3.2 2.7 1.3 1.2 1.4 1.8 2.3 2.6 3.0 3.3 3.3 3.1 3.0 2.9 2.6 2.2 1.2 1.9 2.6 3.3 4.0 4.0 3.3 2.9 2.8 2.6 2.2 2.4 4.1 5.7 4.9 3.2 2.9 2.5 2.1 4.2 2.7 3.1 1.6 2.2 2.8 1.3 1.8 2.4 3.7 5.3 4.3 1.9 1.3 1.6 2.0 2.9 4.2 3.6 2.6 1.7 1.4 1.3 1.5 1.8 2.1 2.3 2.1 1.8 1.5 1.0 0.8 1.1 1.2 1.4 1.5 1.7 1.8 1.5 1.4 1.2 0.9 0.8 1.0 1.4 1.9 0.9 0.9 1.1 1.2 1.3 1.3 1.3 1.3 1.1 1.0 0.8 1.1 1.7 2.3 3.5 4.9 0.8 0.9 1.1 1.2 1.2 1.2 1.1 1.1 1.0 0.9 0.8 0.9 1.2 1.6 2.0 3.2 4.8 4.3 2.9 1.8 1.0 1.3 1.5 1.4 1.2 1.2 1.1 1.1 1.0 0.9 1.0 1.2 1.5 1.8 2.2 2.7 2.6 2.1 1.7 1.1 0.8 1.1 1.6 1.8 1.8 1.6 1.4 1.3 1.2 1.2 1.1 1.1 1.2 1.4 1.6 1.9 2.0 1.7 1.5 1.3 0.9 0.8 1.1 1.5 2.4 2.3 1.9 1.7 1.6 1.4 1.3 1.1 1.0 1.1 1.3 1.4 1.5 1.5 1.2 1.0 0.8 0.9 1.4 2.0 3.0 4.2 2.8 2.4 2.0 1.7 1.3 1.0 0.9 0.9 1.1 1.2 1.2 1.2 1.1 0.9 0.8 1.0 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1.2 1.3 1.5 2.1 3.0 4.3 5.7 0.9 1.1 1.3 1.4 1.4 1.4 1.2 1.1 1.1 1.2 1.5 1.9 2.3 0.9 0.9 0.8 0.8 0.9 1.0 1.2 1.4 1.7 2.3 3.1 4.2 5.6 0.9 0.9 0.9 1.0 1.1 1.1 1.1 1.0 0.9 0.9 1.1 1.4 1.4 1.2 1.0 0.9 0.9 1.0 1.2 1.4 1.7 2.2 2.8 3.4 1.6 1.4 1.1 1.0 0.9 0.9 0.9 1.0 0.9 0.8 0.8 0.9 0.9 2.1 2.0 1.6 1.2 1.0 0.9 0.8 0.9 1.1 1.4 1.8 2.2 2.4 2.2 2.0 1.7 1.3 1.1 0.9 1.0 1.1 1.1 1.0 0.9 0.9 3.4 2.5 1.7 1.4 1.2 0.9 0.8 0.7 0.8 1.0 1.3 1.5 1.8 3.0 2.6 2.1 1.6 1.3 1.1 1.1 1.3 1.3 1.4 1.3 1.1 4.1 4.8 2.8 1.8 1.5 1.2 1.0 0.8 0.7 0.6 0.7 0.7 0.9 5.2 3.9 3.0 2.2 1.7 1.3 1.2 1.2 1.5 1.5 1.7 1.8 1.5 4.5 4.4 2.6 1.9 1.5 1.2 1.0 1.0 1.0 0.9 0.7 0.6 0.5 5.9 4.4 3.0 2.2 1.5 1.2 1.2 1.3 1.7 1.9 2.3 2.5 2.9 2.6 2.0 1.7 1.3 1.1 1.1 1.3 1.4 1.4 1.2 1.0 5.1 4.8 3.8 2.6 1.9 1.4 1.1 1.2 1.4 2.0 2.5 3.8 3.9 1.6 1.9 1.7 1.5 1.4 1.1 1.0 1.2 1.5 1.8 2.0 1.8 1.5 3.4 3.5 3.0 2.3 1.7 1.3 1.1 1.2 1.5 1.9 3.0 5.2 1.2 1.3 1.3 1.2 1.1 1.1 1.1 1.3 1.8 2.3 2.6 2.5 2.1 2.4 2.7 2.4 2.0 1.5 1.2 1.1 1.2 1.3 1.7 2.8 4.0 0.7 0.8 0.9 1.0 1.0 1.0 1.1 1.2 1.6 2.2 2.9 3.5 3.4 1.5 1.8 2.0 1.9 1.7 1.4 1.1 1.0 1.1 1.2 1.6 2.1 2.6 0.8 0.8 0.7 0.8 0.9 1.0 1.1 1.4 1.8 2.5 3.6 4.7 5.0 0.9 1.2 1.3 1.4 1.4 1.2 1.1 0.9 0.9 1.0 1.2 1.5 1.2 1.0 0.8 0.8 0.9 1.1 1.3 1.5 2.1 2.8 4.2 5.6 0.5 0.5 0.7 0.8 0.9 1.0 1.1 1.0 0.9 0.8 0.8 0.9 1.0 2.0 1.8 1.4 1.1 1.0 1.0 1.1 1.4 1.7 2.1 2.8 3.8 5.1 0.9 0.7 0.6 0.6 0.7 0.8 0.9 1.0 1.0 0.9 0.8 0.8 3.0 2.2 1.6 1.3 1.1 1.0 1.1 1.3 1.6 2.0 2.5 3.0 1.7 1.5 1.2 0.9 0.7 0.7 0.8 1.0 1.2 1.2 1.2 1.1 0.9 4.4 4.2 2.5 1.7 1.4 1.1 0.9 0.8 0.9 1.2 1.6 1.9 2.2 2.4 2.1 1.7 1.4 1.0 0.8 0.9 1.1 1.4 1.5 1.7 1.7 5.1 4.4 2.5 1.9 1.4 1.0 0.8 0.7 0.7 0.8 1.0 1.3 1.6 3.2 2.7 2.1 1.6 1.3 1.1 1.1 1.3 1.7 1.9 2.3 2.3 2.6 3.3 2.7 2.1 1.7 1.2 1.0 0.8 0.7 0.7 0.6 0.6 0.7 5.4 4.1 3.0 2.2 1.6 1.3 1.1 1.2 1.6 2.1 2.7 3.7 3.4 1.9 2.0 1.7 1.6 1.4 1.2 1.0 1.1 1.1 1.0 0.8 0.6 0.5 5.7 4.2 2.9 2.1 1.5 1.2 1.2 1.3 1.7 2.1 3.6 5.5 1.3 1.4 1.3 1.3 1.2 1.1 1.1 1.4 1.5 1.5 1.4 1.1 4.7 4.5 3.6 2.6 1.8 1.4 1.1 1.1 1.3 1.5 1.9 3.3 4.5 0.8 0.9 1.0 1.0 1.0 1.1 1.1 1.3 1.6 1.9 2.1 2.0 1.7 3.2 3.3 2.9 2.2 1.7 1.3 1.0 1.0 1.1 1.3 1.7 2.4 0.8 0.7 0.7 0.8 0.9 1.0 1.1 1.4 1.9 2.4 2.8 2.7 2.0 2.3 2.5 2.3 1.9 1.5 1.2 1.0 0.8 0.9 1.1 1.4 1.7 1.1 1.1 0.9 0.7 0.8 0.9 1.0 1.3 1.6 2.3 3.0 3.8 3.8 1.4 1.7 1.8 1.8 1.6 1.3 1.1 0.9 0.8 0.7 0.8 1.0 1.0 1.9 1.6 1.2 1.0 0.9 1.0 1.2 1.4 1.9 2.6 3.7 4.9 5.5 0.9 1.1 1.2 1.3 1.3 1.2 1.1 1.0 0.8 0.7 0.7 0.8 2.7 1.9 1.5 1.3 1.2 1.2 1.3 1.6 2.1 2.9 4.1 5.6 1.0 0.9 0.9 0.9 0.9 1.0 1.1 1.2 1.2 1.1 1.0 0.9 0.8 4.7 3.7 2.2 1.6 1.4 1.2 1.2 1.3 1.6 2.1 2.8 3.5 4.7 1.5 1.3 1.1 0.9 0.8 0.8 1.0 1.3 1.4 1.5 1.6 1.4 5.4 3.9 2.3 1.8 1.3 1.0 1.0 1.1 1.5 1.9 2.3 2.7 2.4 2.1 1.9 1.5 1.2 1.0 0.9 1.1 1.5 1.8 1.9 2.2 2.0 3.1 3.5 2.7 2.1 1.6 1.1 0.8 0.7 0.8 1.1 1.4 1.8 2.0 3.4 2.9 2.4 1.8 1.5 1.2 1.1 1.3 1.7 2.2 2.8 3.3 2.1 2.2 1.8 1.7 1.3 1.0 0.7 0.6 0.6 0.7 0.9 1.1 1.4 4.5 3.4 2.5 1.9 1.4 1.2 1.2 1.4 1.9 2.4 4.2 5.2 1.0 1.5 1.5 1.4 1.4 1.2 1.0 0.9 0.8 0.7 0.6 0.6 0.6 6.2 4.9 3.5 2.5 1.8 1.4 1.2 1.2 1.4 1.7 2.3 4.0 4.7 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.2 1.2 1.1 1.0 0.8 0.6 4.8 4.3 3.0 2.2 1.6 1.3 1.1 1.1 1.2 1.5 2.0 2.8 0.7 0.7 0.7 0.8 0.9 1.1 1.2 1.4 1.6 1.7 1.6 1.3 3.1 3.4 3.2 2.6 1.9 1.4 1.1 1.0 0.9 1.0 1.3 1.6 1.9 1.0 0.9 0.7 0.6 0.7 0.9 1.1 1.3 1.6 2.0 2.3 2.2 1.9 2.2 2.5 2.5 2.1 1.7 1.3 1.1 0.8 0.7 0.7 0.9 1.1 1.6 1.3 1.0 0.8 0.8 0.9 1.1 1.5 1.9 2.6 3.0 3.0 1.3 1.6 1.8 1.9 1.7 1.5 1.2 1.1 0.9 0.7 0.6 0.7 0.8 2.6 2.3 1.7 1.3 1.1 1.0 1.1 1.3 1.7 2.3 3.1 4.1 4.3 0.8 1.0 1.2 1.3 1.3 1.3 1.2 1.2 1.1 1.0 0.9 0.8 4.3 3.1 1.9 1.5 1.3 1.2 1.2 1.4 1.9 2.6 3.8 5.0 5.9 0.6 0.7 0.8 0.8 0.9 1.0 1.2 1.3 1.3 1.4 1.4 1.2 5.5 3.4 2.1 1.7 1.3 1.2 1.3 1.6 2.1 2.8 3.9 5.2 1.1 0.9 0.8 0.7 0.6 0.7 0.8 1.2 1.5 1.6 1.8 2.0 1.7 3.7 3.9 2.7 2.1 1.5 1.2 1.1 1.3 1.6 2.0 2.6 3.3 4.2 1.8 1.5 1.2 0.9 0.8 0.7 0.9 1.2 1.8 2.1 2.7 3.0 2.5 2.4 1.9 1.8 1.3 1.0 0.8 1.0 1.4 1.7 2.1 2.4 2.8 2.4 2.1 1.7 1.3 1.0 0.9 1.1 1.4 2.0 2.7 4.4 4.7 1.3 1.7 1.7 1.5 1.4 1.1 0.8 0.7 0.7 1.0 1.2 1.5 1.8 4.0 3.2 2.5 1.9 1.5 1.2 1.1 1.2 1.5 1.8 2.8 4.8 1.0 1.1 1.2 1.2 1.2 1.0 0.8 0.7 0.6 0.7 0.8 1.0 4.9 3.6 2.6 1.9 1.5 1.2 1.1 1.2 1.3 1.7 2.4 3.4 0.7 0.8 0.8 0.8 1.0 1.1 1.1 1.1 1.0 0.9 0.8 0.6 0.6 5.8 4.8 3.4 2.4 1.7 1.3 1.1 1.0 1.0 1.1 1.5 1.9 2.2 1.0 0.9 0.7 0.7 0.8 1.0 1.1 1.3 1.4 1.4 1.2 1.0 0.7 4.1 3.9 2.9 2.1 1.5 1.2 1.0 0.8 0.8 0.8 1.1 1.3 1.5 1.2 0.9 0.8 0.8 1.0 1.2 1.5 1.7 1.9 1.8 1.6 2.6 3.0 2.9 2.4 1.8 1.4 1.1 1.0 0.8 0.7 0.7 0.8 0.8 2.6 2.0 1.5 1.2 1.0 1.0 1.1 1.3 1.7 2.1 2.5 2.5 2.2 1.9 2.2 2.3 1.9 1.5 1.3 1.1 1.1 1.0 0.9 0.8 0.8 3.9 2.5 1.6 1.3 1.1 1.0 1.1 1.5 2.0 2.7 3.3 3.4 1.1 1.3 1.6 1.7 1.6 1.4 1.2 1.2 1.3 1.2 1.3 1.3 1.1 4.8 5.0 2.8 1.9 1.5 1.2 1.1 1.3 1.7 2.3 3.2 4.4 4.8 0.5 0.8 1.0 1.1 1.2 1.1 1.1 1.3 1.5 1.5 1.7 1.9 4.0 3.7 2.4 1.9 1.4 1.2 1.1 1.4 1.9 2.6 3.7 5.0 6.2 0.5 0.6 0.7 0.7 0.8 0.9 1.1 1.4 1.9 2.1 2.7 2.8 2.5 2.2 1.9 1.7 1.3 1.1 1.2 1.5 2.0 2.6 3.6 4.7 1.1 1.0 0.9 0.8 0.7 0.7 0.9 1.2 1.6 2.1 2.9 4.5 4.2 1.5 1.8 1.6 1.5 1.4 1.1 1.0 1.1 1.5 1.9 2.4 2.9 3.6 1.7 1.6 1.5 1.3 1.2 1.1 1.2 1.5 1.6 2.0 3.3 5.2 1.1 1.2 1.3 1.2 1.1 0.9 0.8 0.9 1.2 1.5 1.9 2.2 2.5 2.4 2.4 2.2 2.1 1.9 1.8 1.7 1.7 1.4 1.8 2.7 3.7 0.7 0.8 0.8 0.9 1.0 1.0 0.8 0.7 0.7 0.8 1.0 1.3 1.5 3.9 3.2 3.0 2.8 2.6 2.5 2.5 2.2 1.1 1.3 1.6 2.1 0.8 0.7 0.6 0.7 0.8 0.9 0.9 0.8 0.7 0.6 0.7 0.7 5.1 4.1 3.4 3.2 3.0 2.9 3.0 2.7 0.7 1.0 1.3 1.2 1.2 1.0 0.8 0.8 0.9 1.0 1.1 1.1 1.0 0.9 0.7 0.5 5.3 4.3 3.5 3.3 3.3 3.9 4.1 2.1 1.7 1.3 1.1 1.0 1.0 1.1 1.3 1.5 1.6 1.4 1.2 0.9 4.8 4.6 3.9 3.4 3.3 3.7 5.4 5.5 3.1 2.1 1.4 1.2 1.1 1.1 1.2 1.5 1.8 2.1 2.0 1.8 3.3 3.6 3.4 3.1 2.9 3.5 5.1 5.0 4.3 2.4 1.6 1.4 1.1 1.1 1.3 1.7 2.2 2.7 2.8 2.4 2.1 2.5 2.9 2.8 2.7 2.7 3.1 3.8 4.7 3.9 2.3 1.8 1.3 1.1 1.1 1.4 2.0 2.7 3.5 3.7 1.5 1.9 2.1 2.2 2.3 2.3 2.5 2.6 2.9 2.4 2.0 1.6 1.2 1.1 1.2 1.6 2.3 3.1 4.5 5.3 0.8 1.0 1.2 1.4 1.6 1.7 1.8 1.9 2.0 2.1 1.7 1.6 1.4 1.2 1.1 1.4 1.8 2.6 3.6 4.9 6.2 1.0 0.9 0.9 0.9 1.0 1.2 1.3 1.6 1.6 1.5 1.4 1.2 1.1 1.2 1.5 1.9 2.5 3.3 4.2 1.5 1.3 1.1 0.9 0.9 0.9 1.0 1.4 1.5 1.4 1.3 1.2 1.1 1.0 1.1 1.4 1.8 2.2 2.6 3.1 2.3 2.1 1.8 1.5 1.2 1.0 0.9 0.8 1.8 1.6 1.4 1.3 1.2 1.0 0.8 0.8 1.0 1.3 1.7 1.9 3.3 2.8 2.3 1.8 1.5 1.2 0.9 2.8 2.3 1.7 1.4 1.3 1.2 1.0 0.8 0.7 0.7 0.8 1.1 1.3 5.6 4.3 3.3 2.5 1.9 1.4 1.1 0.9 4.2 2.8 1.8 1.6 1.4 1.2 1.1 0.9 0.8 0.7 0.6 0.6 6.2 4.9 3.4 2.5 1.8 1.3 1.0 0.7 0.6 4.4 5.1 3.0 2.0 1.9 1.5 1.3 1.3 1.3 1.2 1.0 0.8 0.6 4.9 5.5 4.6 3.2 2.3 1.7 1.2 0.9 0.6 0.6 0.9 1.4 2.2 2.6 2.1 1.7 1.4 1.6 1.7 1.8 1.7 1.4 1.1 4.1 4.7 4.2 3.3 2.4 1.7 1.2 0.8 0.6 0.6 1.1 1.6 2.3 2.9 3.2 1.9 1.7 1.9 2.2 2.5 2.3 2.0 2.6 4.2 4.5 4.1 3.4 2.5 1.9 1.3 1.3 1.9 2.5 3.4 4.4 4.5 3.8 2.1 2.1 2.4 2.8 3.2 3.1 2.7 3.3 4.7 4.5 4.2 3.5 2.7 2.0 1.5 2.5 4.1 5.7 6.0 4.5 3.3 2.5 1.8 2.5 2.3 2.4 4.4 5.4 5.7 4.7 4.0 3.3 2.7 2.0 5.8 4.6 3.1 2.2 1.6 1.0 0.8 2.9 2.7 2.7 6.2 6.1 4.8 3.6 2.9 2.3 1.8 1.9 1.3 0.9 0.8 1.3 1.9 2.4 3.8 3.0 2.8 5.2 4.1 3.0 2.3 1.8 1.4 0.6 0.9 1.5 2.1 2.9 3.6 3.8 2.7 2.7 2.5 2.5 2.7 2.5 1.8 1.4 2.3 3.4 4.6 5.2 4.8 3.7 3.0 3.3 2.0 1.9 2.1 2.0 2.0 2.1 2.0 1.5 1.1 5.5 5.3 3.8 3.0 2.5 2.2 2.0 2.3 2.8 3.5 4.0 4.6 4.7 4.6 4.1 3.6 3.1 2.6 2.2 2.0 2.0 3.2 4.9 5.9 4.6 3.2 2.2 1.4 1.4 1.4 1.5 1.7 1.3 3.4 2.6 2.2 2.0 2.0 2.4 3.2 4.1 5.0 6.0 5.9 6.1 5.1 4.2 3.3 2.6 2.0 1.6 1.4 1.5 1.5 1.7 2.2 3.0 3.7 3.2 2.6 2.0 1.0 1.4 1.1 0.8 1.8 1.6 1.6 2.0 2.8 4.0 4.3 5.4 5.6 5.3 4.4 4.0 2.9 2.1 1.5 1.1 1.0 1.0 1.1 1.2 1.3 1.4 1.7 2.1 2.0 1.9 1.8 0.9 0.7 1.2 1.3 1.2 0.7 1.7 1.5 1.2 1.0 0.7 0.6 2.2 2.1 1.7 1.3 1.0 0.8 0.7 2.3 1.8 1.4 1.1 0.9 2.4 1.8 1.4 2.1 1.6 1.9 2.0 2.1 2.0 1.9 1.0 1.4 2.0 2.9 3.8 3.9 5.8 5.8 4.0 3.8 2.9 2.0 1.3 0.9 0.6 4.0 3.1 1.3 1.9 2.7 3.6 4.5 5.6 6.0 5.9 5.7 4.5 3.6 2.7 1.9 1.3 0.9 0.7 0.7 0.8 1.1 1.5 2.2 3.1 4.1 4.9 6.0 5.8 5.4 4.7 3.8 1.3 1.9 2.6 3.4 4.2 4.8 5.4 5.4 4.9 4.2 3.4 2.7 2.0 1.5 1.1 0.9 0.8 0.9 1.2 1.6 2.3 3.0 4.0 4.7 5.5 5.7 5.7 5.0 4.3 3.4 1.1 1.5 1.9 2.4 2.8 3.2 3.3 3.2 3.1 2.8 2.5 2.1 1.7 1.3 1.1 1.0 0.9 0.9 1.1 1.4 1.9 2.4 2.9 3.3 3.7 3.7 3.8 3.5 3.1 2.4 1.9 1.4 0.8 1.0 1.0 1.3 1.6 1.7 1.8 1.8 1.8 1.8 1.7 1.5 1.3 1.2 1.1 1.1 1.1 1.1 1.2 1.4 1.5 1.7 1.8 1.9 2.0 2.1 2.2 2.2 2.0 1.3 1.1 0.9 0.9 1.1 1.3 1.4 1.5 1.5 1.4 1.3 1.1 1.0 1.0 1.1 1.3 1.4 1.5 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.5 1.7 1.7 0.8 1.1 1.3 1.6 1.9 1.8 1.5 1.2 1.1 0.9 1.0 1.2 1.4 1.7 2.0 1.8 1.5 1.3 1.1 1.0 1.1 1.3 1.4 1.8 2.1 0.8 1.3 1.7 2.2 2.8 2.6 1.9 1.6 1.2 1.0 1.1 1.4 1.7 2.3 2.8 2.6 1.9 1.6 1.2 1.0 1.2 1.5 1.9 2.6 3.1 0.9 1.5 2.2 3.4 5.0 4.2 2.7 1.9 1.3 1.1 1.2 1.6 2.3 3.4 5.0 4.2 2.7 1.9 1.4 1.1 1.3 1.8 2.5 3.9 5.3 0.7 1.3 2.2 3.4 4.3 3.8 2.7 1.7 1.1 0.9 1.0 1.4 2.2 3.4 4.3 3.8 2.7 1.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.3 0.3 0.3 0.3 0.3 0.5 0.5 0.5 0.5 12.1 5.5 6.2 6.2 6.3 2.8 6.2 Plan View Scale - 1" =100ft Note 1. Readings shown are based on a total LLF of as shown at grade. Data references the extrapolated performance projections in a 25c ambient based on 10,000 hrs of LED testing (per IESNA LM-80-08 and projected per IESNA TM-21-11). 2. Please refer to the light fixture label for mounting heights. 3. Product information can be obtained at www.Acuity Brands.com Schedule Symbol Label QTY Catalog Number Description Number Lamps Lumens per Lamp LLF Wattage A 30 DSX2 LED P8 40K 70CRI TFTM D-Series Size 2 Area Luminaire P8 Performance Package 4000K CCT 70 CRI Forward Throw 1 57549 0.9 462.45 B 2 DSX2 LED P8 40K 70CRI TFTM D-Series Size 2 Area Luminaire P8 Performance Package 4000K CCT 70 CRI Forward Throw 1 57549 0.9 924.9 C 38 WDGE4 LED P6 70CRI R4 40K WDGE4 LED WITH P6 - PERFORMANCE PACKAGE, 4000K, 70CRI, TYPE 4 OPTIC 1 25861 0.9 185.23 D 3 DSX2 LED P8 40K 70CRI T2M D-Series Size 2 Area Luminaire P8 Performance Package 4000K CCT 70 CRI Type 2 Medium 1 55668 1 462.45 Statistics Description Symbol Avg Max Min Max/Min Avg/Min BLDG. 1 & 4 SITE CALCULATIONS 2.0 fc 12.1 fc 0.3 fc 40.3:1 6.7:1 BLDG. 1 PARKING LOT 2.6 fc 12.1 fc 0.8 fc 15.1:1 3.3:1 BLDG. 1 PARKING LOT 2 1.7 fc 5.5 fc 0.7 fc 7.9:1 2.4:1 BLDG. 1 SMALL PARKING LOT 1.4 fc 2.8 fc 0.5 fc 5.6:1 2.8:1 BLDG. 1 TRUCK YARD & DRIVEWAY 1.9 fc 6.3 fc 0.3 fc 21.0:1 6.3:1 BLDG. 4 PARKING LOT 2.3 fc 6.2 fc 0.6 fc 10.3:1 3.8:1 BLDG. 4 TRUCK YARD 2.3 fc 6.2 fc 0.5 fc 12.4:1 4.6:1 E1.2 3565 Piedmont Rd Atlanta, GA 30305 Tel: 404-210-3003 Building 4,Suite 460 212
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JB2 PARTNERS FOR BRIDGEHEAD INDUSTRIAL OF PRELIMINARY SITE IMPROVEMENT PLANS OAKLEY, CALIFORNIA VICINITY MAP R Callbefore you dig. Know what's below. SITE MAP C1.0 COVER SHEET SHEET DESCRIPTION CIVIL C1.0 COVER SHEET C2.0 TOPOGRAPHIC SURVEY C3.0 PRELIMINARY SITE PLAN C3.1 TENTATIVE MAP PLAN C4.0 PRELIMINARY GRADING & DRAINAGE PLAN C4.1 PRELIMINARY GRADING & DRAINAGE PLAN C4.2 PRELIMINARY GRADING & DRAINAGE PLAN C4.3 PRELIMINARY GRADING & DRAINAGE PLAN C4.4 TYPICAL SECTIONS C5.0 PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY UTILITY PLAN C5.2 PRELIMINARY UTILITY PLAN C5.3 PRELIMINARY UTILITY PLAN C6.0 PRELIMINARY STORM WATER QUALITY CONTROL PLAN C7.0 PRELIMINARY OVERLAND RELEASE C8.0 PRELIMINARY TRUCK TURNING C8.1 PRELIMINARY TRUCK TURNING C8.2 PRELIMINARY TRUCK TURNING C8.3 PRELIMINARY TRUCK TURNING ARCHITECTURAL LANDSCAPE SHEET INDEX CIVIL ENGINEER KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. ATTN: ZIKAR SARYEDDEAN, P.E. 2850 COLLIER CANYON ROAD LIVERMORE, CA 94551 925-245-8788 DEVELOPER JB2 PARTNERS LLC ATTN: ADAM TERRELL 3565 PIEDMONT RD NE, BLDG 4, STE. 460 ATLANTA, GA 30305 404-210-3033 NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024 ARCHITECT HPA, INC. ATTN: TERESA GOODWIN 600 GRAND AVENUE, STE 302 OAKLAND, CA 94610 949-862-2111 LANDSCAPE ARCHITECT YAMASAKI LANDSCAPE ARCHITECTURE ATTN: JEFF AMBROSIA, R.L.A., A.S.L.A., C.L.I.A, LEED AP 1223 HIGH STREET AUBURN, CA 95603 530-885-0040 NORTH NSITE BLDG. 6 BLDG. 7 BLDG. 8 BLDG. 9 BLDG. 10 EARTHWORK SUMMARY 213

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(PUBLIC STREET)

MAIN STREET
(PUBLIC STREET) C2.0

TOPOGRAPHIC SURVEY NORTH NOTES ABBREVIATIONS
” LEGEND
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
214
D STREET B.N.S.F. RAILWAY
BRIDGEHEAD ROAD (PUBLIC STREET) B.N.S.F. RAILWAY
MAIN STREET T T T T BLDG. 6 FF=31.0 BLDG. 7 FF=33.0 BLDG. 8 BLDG. 9 BLDG. 10 FF=32.0 FF=34.36 FF=37.5 FF=36.5 FF=33.8 BLDG. 3 BFE=9.0BLDG. 4 BLDG. 1 FF=27.50 BLDG. 2 FF=22.50 BFE=9.0 FF=21.50 FF=18.40 FF=26.00 FF=23.54 BLDG. 5 FF=29.00 BIG BREAK RD. (PUBLIC STREET)
AGATA
CURE
DRIVE
WAY
SANDY

LIVE OAK
AVENUE
LANE
VINTAGE PARKWAY BIG BREAK REGIONAL TRAIL NORTH PARCEL PROJECT AREA 87.555 AC SOUTH PARCEL PROJECT AREA 76.411 AC CONTRA COSTA LOGISTICS CENTER NP OAKLEY, LLC (INDUSTRIAL USE)

INDUSTRIAL/AGRICULTURE USE INDUSTRIAL USE PUBLIC STORAGE USE NP OAKLEY, LLC (OPEN SPACE) RESIDENTIAL USE NP OAKLEY, LLC (INDUSTRIAL USE) NP OAKLEY, LLC TAN MINH VO RESIDENTIAL USE RESIDENTIAL USE RESIDENTIAL USE RESIDENTIAL USE BIG BREAK RD.

MAIN STREET
(PUBLIC STREET)

MAIN STREET
(PUBLIC STREET) VICINITY MAP R Callbefore you dig. Know what's below. C3.0

PRELIMINARY SITE PLAN
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024 NORTH NSITE
215
T
T
T
T BLDG. 6 FF=31.0 BLDG. 7 FF=33.0 BLDG. 8 BLDG. 9 BLDG. 10 FF=32.0 FF=34.36 FF=37.5 FF=36.5 FF=33.8 BLDG. 3 BFE=9.0BLDG. 4 BLDG. 1 FF=27.50 BLDG. 2 FF=22.50 BFE=9.0 FF=21.50 FF=18.40 FF=26.00 FF=23.54 BLDG. 5 FF=29.00 D STREET B.N.S.F. RAILWAY

MAIN STREET

BRIDGEHEAD ROAD
B.N.S.F. RAILWAY

MAIN STREET
BIG BREAK RD.

AGATA
CURE
DRIVE
WAY
SANDY

LIVE OAK
AVENUE
LANE
VINTAGE PARKWAY BIG BREAK REGIONAL TRAIL NORTH PARCEL PROJECT AREA 87.555 AC SOUTH PARCEL PROJECT AREA 76.411 AC CONTRA COSTA LOGISTICS CENTER NP OAKLEY, LLC (INDUSTRIAL USE)

INDUSTRIAL/AGRICULTURE USE INDUSTRIAL USE PUBLIC STORAGE USE NP OAKLEY, LLC (OPEN SPACE) RESIDENTIAL USE NP OAKLEY, LLC (INDUSTRIAL USE) NP OAKLEY, LLC TAN MINH VO RESIDENTIAL USE RESIDENTIAL USE RESIDENTIAL USE RESIDENTIAL USE BIG BREAK RD. LOT 9 LOT 3 LOT 4 LOT 8 LOT 7 LOT 6 LOT 10 LOT 1 LOT 2 LOT 5 PARCEL B 545 M 1
2020-0283376 OR VICINITY MAP C3.1

TENTATIVE MAP PLAN
NO.

JULY, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
2ND DIABLO WATER DISTRICT SUBMITTAL 07/09/2024 NORTH
NSITE PROPOSED CONDITIONS PROJECT DATA JB2 PARTNERS FOR BRIDGEHEAD INDUSTRIAL OF TENTATIVE MAP 9694 OAKLEY, CALIFORNIA BEING A SUBDIVISION OF THE PROPERTY DESCRIBED IN THAT CERTAIN GRANT DEED RECORDED DECEMBER 29, 2020, IN THE OFFICIAL RECORDS OF COUNTY OF CONTRA COSTA ABBREVIATIONS PROJECT BOUNDARY AREA PROPOSED LOTS LEGEND 216
T
T
X
X
X
X
X
X
X
X
X

X X X X
T
T
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X X X
X
X
X
X
X
X
X
X BLDG. 6 FF=31.0 BLDG. 7 FF=33.0 BLDG. 8 BLDG. 9 BLDG. 10 FF=32.0 FF=34.36 FF=37.5 FF=36.5 FF=33.8 BLDG. 3 BFE=9.0BLDG. 4 BLDG. 1 FF=27.50 BLDG. 2 FF=22.50 BFE=9.0 FF=21.50 FF=18.40 FF=26.00 FF=23.54 BLDG. 5 FF=29.00

PRIVATE STREET
BIG BREAK RD.

BIG BREAK RD. D STREET
B.N.S.F. RAILWAY MAIN STREET

BRIDGEHEAD ROAD MAIN STREET
AGATA
CURE
DRIVE
WAY

LIVE OAK
AVENUE
SANDY

LANE VINTAGE PARKWAY
B.N.S.F. RAILWAY C4.0

PRELIMINARY GRADING & DRAINAGE PLAN LEGEND NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024 SEE SHEET C4.1 SEE SHEET C4.2 SEE SHEET C4.3 217
T
T
X
X
X
X
X
X
X
X
X
X
X
X
X

X X X X X X
X
X BLDG. 6 FF=31.0 BLDG. 7 FF=33.0

BRIDGEHEAD ROAD MAIN STREET
SANDY
LANE
B.N.S.F. RAILWAY C4.1

PRELIMINARY GRADING & DRAINAGE PLAN NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
SEE SHEET C4.2 SEE SHEET C4.2 LEGEND
218
T
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X X BLDG. 8
X BLDG. 9 BLDG. 10 FF=32.0 FF=34.36 FF=37.5 FF=36.5 FF=33.8 BLDG. 1 FF=27.50 B.N.S.F. RAILWAY MAIN STREET
AGATA
CURE
DRIVE
WAY

LIVE OAK
AVENUE C4.2

PRELIMINARY GRADING & DRAINAGE PLAN LEGEND NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
SEE SHEET C4.3
SEE SHEET C4.3
SEE SHEET C4.1 SEE SHEET C4.1
219
T
T
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X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X X
X X X
X
X
X
X
X
X
X
X
X
X
X BLDG. 9 BLDG. 10 FF=32.0 FF=36.5 FF=33.8 BLDG. 3 BFE=9.0BLDG. 4 BLDG. 1 FF=27.50 BLDG. 2 FF=22.50 BFE=9.0 FF=21.50 FF=18.40 FF=26.00 FF=23.54 BLDG. 5 FF=29.00

PRIVATE STREET
BIG BREAK RD.

BIG BREAK RD. D STREET
B.N.S.F. RAILWAY MAIN STREET
AGATA
CURE
DRIVE
WAY

LIVE OAK
AVENUE
VINTAGE PARKWAY C4.3

PRELIMINARY GRADING & DRAINAGE PLAN LEGEND NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
SEE SHEET C4.2
SEE SHEET C4.2

PROPOSED RETAININGWALL
220
BUILDING FF 22.30 D STREET BUILDING FF 28.30 BIG BREAK ROAD BUILDING FF 19.30 BIG BREAK ROAD BUILDING FF 31.0 MAIN STREET MAIN STREET BRIDGEHEAD ROAD BUILDING FF 32.0 SECTION A - NOT MODIFIED NOT TO SCALE SECTION B NOT TO SCALE SECTION C NOT TO SCALE C4.4

TYPICAL SECTIONS
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024 SECTION D NOT TO SCALE SECTION E NOT TO SCALE SECTION F NOT TO SCALE 221

D STREET
B.N.S.F. RAILWAY
T
T
X
X
X
X
X
X
X
X
X

X X X X
T
T
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X X X
X
X
X
X
X
X
X
X BLDG. 6 FF=31.0 BLDG. 7 FF=33.0 BLDG. 8 BLDG. 9 BLDG. 10 FF=32.0 FF=34.36 FF=37.5 FF=36.5 FF=33.8 BLDG. 3 BFE=9.0BLDG. 4 BLDG. 1 FF=27.50 BLDG. 2 FF=22.50 BFE=9.0 FF=21.50 FF=18.40 FF=26.00 FF=23.54 BLDG. 5 FF=29.00 MAIN STREET MAIN STREET

BRIDGEHEAD ROAD
B.N.S.F. RAILWAY
BIG BREAK RD.

BIG BREAK RD.

AGATA
CURE
DRIVE
WAY
SANDY

LIVE OAK
AVENUE
LANE
PRIVATE STREET C5.0

PRELIMINARY UTILITY PLAN NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024 SEE SHEET C5.1 SEE SHEET C5.2 SEE SHEET C5.3 222
T
T
X
X
X
X
X
X
X
X
X
X
X
X
X

X X X X X X
X
X BLDG. 6 FF=31.0 BLDG. 7 FF=33.0 MAIN STREET

BRIDGEHEAD ROAD
B.N.S.F. RAILWAY
SANDY
LANE C5.1

PRELIMINARY UTILITY PLAN NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
SEE SHEET C5.2 SEE SHEET C5.2 LEGEND NOTES
223
B.N.S.F. RAILWAY
T
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X X BLDG. 8
X BLDG. 9 BLDG. 10 FF=32.0 FF=34.36 FF=37.5 FF=36.5 FF=33.8 BLDG. 1 FF=27.50 MAIN STREET AGATA
CURE
DRIVE
WAY

LIVE OAK
AVENUE C5.2

PRELIMINARY UTILITY PLAN LEGEND NOTES NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
SEE SHEET C5.3
SEE SHEET C5.3
SEE SHEET C5.1 SEE SHEET C5.1
224

D STREET
B.N.S.F. RAILWAY
T
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X X
X X X
X
X
X
X
X
X
X
X
X
X
X BLDG. 9 BLDG. 10 FF=32.0 FF=36.5 FF=33.8 BLDG. 3 BFE=9.0BLDG. 4 BLDG. 1 FF=27.50 BLDG. 2 FF=22.50 BFE=9.0 FF=21.50 FF=18.40 FF=26.00 FF=23.54 BLDG. 5 FF=29.00 MAIN STREET BIG BREAK RD.

BIG BREAK RD.

VINTAGE PKWY.

AGATA
CURE
DRIVE
WAY

LIVE OAK
AVENUE
PRIVATE STREET C5.3

PRELIMINARY UTILITY PLAN LEGEND NOTES NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
SEE SHEET C5.2
SEE SHEET C5.2
225
T
T
X
X
X
X
X
X
X
X
X

X X X X
T
T
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X X X
X
X
X
X
X
X
X
X BLDG. 6 FF=31.0 BLDG. 7 FF=33.0 BLDG. 8 BLDG. 9 BLDG. 10 FF=32.0 FF=34.36 FF=37.5 FF=36.5 FF=33.8 BLDG. 3 BFE=9.0BLDG. 4 BLDG. 1 FF=27.50 BLDG. 2 FF=22.50 BFE=9.0 FF=21.50 FF=18.40 FF=26.00 FF=23.54 BLDG. 5 FF=29.00

PRIVATE STREET
BIG BREAK RD.

BIG BREAK RD. D STREET
B.N.S.F. RAILWAY MAIN STREET
B.N.S.F. RAILWAY MAIN STREET DMA 18 DMA 19 DMA 2 DMA 1 DMA 3 DMA 11 DMA 10DMA 6 DMA 4 DMA 5 DMA 20 DMA 21 DMA 23 DMA 22 DMA 29 DMA 30 DMA 28 DMA 32 DMA 33 DMA 31 DMA 27 DMA 26 DMA 24 DMA 25 BRIDGEHEAD ROAD DMA 34 DMA 35 DMA 36 DMA 37 DMA 38 DMA 39 DMA 40 DMA 7 DMA 8 DMA 9 DMA 12 DMA 13 DMA 14 DMA 15 DMA 16 DMA 17 LEGEND C6.0

PRELIMINARY STORM WATER QUALITY CONTROL PLAN NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024 NOTE: BIORETENTION DETAILS 1 226
T
T
X
X
X
X
X
X
X
X
X

X X X X
T
T
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X X X
X
X
X
X
X
X
X
X BLDG. 6 FF=31.0 BLDG. 7 FF=33.0 BLDG. 8 BLDG. 9 BLDG. 10 FF=32.0 FF=34.36 FF=37.5 FF=36.5 FF=33.8 BLDG. 3 BFE=9.0BLDG. 4 BLDG. 1 FF=27.50 BLDG. 2 FF=22.50 BFE=9.0 FF=21.50 FF=18.40 FF=26.00 FF=23.54 BLDG. 5 FF=29.00

PRIVATE STREET
BIG BREAK RD.

BIG BREAK RD. D STREET
B.N.S.F. RAILWAY MAIN STREET
B.N.S.F. RAILWAY MAIN STREET
BRIDGEHEAD ROAD LEGEND C7.0

PRELIMINARY OVERLAND RELEASE NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
227

D STREET
B.N.S.F RAILWAY
B.N.S.F RAILWAY
B.N.S.F RAILWAY
BIG BREAK RD. BIG BREAK RD. MAIN STREET MAIN STREET
B.N.S.F RAILWAY
B.N.S.F RAILWAY
BRIDGEHEAD RD. BRIDGEHEAD RD. MAIN STREET

MAIN STREET MAIN STREET MAIN STREET MAIN STREET MAIN STREET D STREET BRIDGEHEAD RD.

WILBUR AVE.

BIG BREAK RD.

VINTAGE PKWY.

B.N.S.F RAILWAY
T
T
X
X
X
X
X
X
X
X
X

X X X X
T
T
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X X X
X
X
X
X
X
X
X
X BLDG. 6 FF=31.0 BLDG. 7 FF=33.0 BLDG. 8 BLDG. 9 BLDG. 10 FF=32.0 FF=34.36 FF=37.5 FF=36.5 FF=33.8 BLDG. 3 BFE=9.0BLDG. 4 BLDG. 1 FF=27.50 BLDG. 2 FF=22.50 BFE=9.0 FF=21.50 FF=18.40 FF=26.00 FF=23.54 BLDG. 5 FF=29.00 C8.0

PRELIMINARY TRUCK TURNING NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024 SEE SHEET C8.1 SEE SHEET C8.2 SEE SHEET C8.3 FIRE TRUCK PATHS WILL INCLUDE NECESSARY ACCESS/EVAE, NOTING ALL ROADS ARE 26' ORWIDER
228
MAIN STREET B.N.S.F RAILWAY T T X X X X X X X X X X X X X X X X X X X X X BLDG. 6 FF=31.0 BLDG. 7 FF=33.0 MAIN STREET MAIN STREET MAIN STREET MAIN STREET C8.1

PRELIMINARY TRUCK TURNING NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
SEE SHEET C8.2 SEE SHEET C8.2 TYPICAL MAIN STREET LEFT TURN IN TYPICAL MAIN STREET RIGHT TURN IN TYPICAL MAIN STREET LEFT TURN OUT TYPICAL MAIN STREET RIGHT TURN OUT DETAIL A 229
T
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X X BLDG. 8
X BLDG. 9 BLDG. 10 FF=32.0 FF=34.36 FF=37.5 FF=36.5 FF=33.8 BLDG. 1 FF=27.50 C8.2

PRELIMINARY TRUCK TURNING NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
SEE SHEET C8.3
SEE SHEET C8.3
SEE SHEET C8.1 SEE SHEET C8.1
230
BIG BREAK RD.

VINTAGE PKWY.

T
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X X
X X X
X
X
X
X
X
X
X
X
X
X
X BLDG. 9 BLDG. 10 FF=32.0 FF=36.5 FF=33.8 BLDG. 3 BFE=9.0BLDG. 4 BLDG. 1 FF=27.50 BLDG. 2 FF=22.50 BFE=9.0 FF=21.50 FF=18.40 FF=26.00 FF=23.54 BLDG. 5 FF=29.00 C8.3

PRELIMINARY TRUCK TURNING NORTH
NO.

JUNE, 2024 OF 19 SHEETS SHEET DATE SCALE DESIGNER JOB NO. A21757-4 NO. REVISION BY REVISION BY
JB2 PARTNERS

BRIDGEHEAD INDUSTRIAL
OF
FOR

OAKLEY, CALIFORNIA
1ST PLANNING SUBMITTAL 12/04/2023 DRAWN BY VB AS SHOWNZS 2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
2ND PLANNING SUBMITTAL 06/07/2024
SEE SHEET C8.2
SEE SHEET C8.2
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Memorandum
To: Ken Strelo, Community Development Director, City of Oakley From: David Zehnder, Tom Martens and Chinmay Damle, Economic & Planning Systems Subject: Oakley Bridgehead Industrial PUD Fiscal and Economic Impact Analysis EPS #242140
Date: October 3, 2025
Introduction
Economic & Planning Systems, Inc (EPS) was retained by the City of Oakley to evaluate the fiscal and economic impacts of the proposed Bridgehead Industrial Planned Unit Development (Bridgehead PUD; Project).

Project Overview
The Bridgehead PUD includes 164 acres east of California Highway 160, north of Main Street and generally south of Wilbur and Industrial Avenues, as shown in Figure 1. The BNSF railroad right-of-way bisects the site, resulting in a North Development Area of 87.6 acres and a South Development Area of 76.4 acres.

Figure 1 Project Location
Source: David Babcock + Associates
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Oakley Bridgehead Industrial PUD Fiscal and Economic Impact Analysis