Concord City Council
August 27, 2024

1 COUNCILMEMBERS
Edi E. Birsan, Mayor
Carlyn S. Obringer, Vice Mayor
Dominic D. Aliano
Laura M. Hoffmeister
Laura M. Nakamura
Civic Center
1950 Parkside Drive
Concord, CA 94519
www.cityofconcord.org
Regular Meeting of the
Concord City Council
Tuesday,
August 27, 2024
6:30 p.m. - Open Session Council Chamber
1950 Parkside Drive
and/or Various
telephonic/electronic
locations
*IMPORTANT NOTICE ABOUT PUBLIC COMMENTS AND MEETING PARTICIPATION* Members of the public are invited to attend and participate at: Council Chamber, 1950 Parkside Drive, Concord, CA.

Please note the following change to the City’s public comment procedures: Unless a Councilmember is participating in the meeting remotely pursuant to AB 2449, remote public comment will not be accepted. Public comment may be provided in-person or via email, as set forth below. Members of the public desiring to provide comments as a part of the meeting are encouraged to either submit written comments by 3:00 p.m. prior to the meeting or to attend the meeting in person.

HOW TO PARTICIPATE
The public is invited to participate in the City Council meeting using any of the following methods:

1. IN PERSON:
a.Members of the public can provide in-person comments in the Council Chamber.

Members of the public are encouraged, but not required, to fill out a speaker card. The Council Chamber will have seating available for members of the public to attend in person up to full seating capacity.

2. REMOTE: Remote public comment will not be accepted, except when a Councilmember participates remotely pursuant to AB 2449. At the time of the posting of this agenda, none of the Councilmembers have notified the City Clerk’s Office that they intend to participate remotely pursuant to AB 2449, and therefore no remote public comment will 2 be accepted at the meeting. If, after publication of this agenda and before the meeting begins, any councilmember determines that they will need to participate remotely due to just cause or emergency circumstances under AB 2449, their remote participation will be announced at the outset of the meeting in connection with the Roll Call item. If a Councilmember participates in the meeting remotely pursuant to AB 2449, the public may participate and provide public comment remotely, as follows:
a. Zoom:
https://cityofconcord.zoom.us/j/86275059109?pwd=jSaGdNqYQl5b6BwpsRWv_nEDavj moQ.qSnF8M9JDAAJCFIU or Zoom Webinar ID: 862 7505 9109 and Passcode:
072472
b.Zoom Phone Numbers. Dial Toll Free: (669) 900-6833 or (346) 348-7799 or (253) 215- 8782.
c.During the meeting, each period for public comment will be announced, and participants may use the “Raise Hand” feature on Zoom to request to speak. If calling in via Zoom use *9 to raise and lower your hand. The meeting host will call on you, by name, and promote you to panelist in the webinar so you can be seen via your camera. Please enable your microphone when it is your turn to speak. In order to ensure the orderly administration of the meeting using this method, providing your name is encouraged, but is not required. (If you need instructions on how to use this feature, please contact the City Clerk by 3:00 p.m. of the meeting date at [email protected]).

3. EMAIL:
a.Public comments can also be submitted via email to [email protected]. Please note that emailed comments will not be read aloud by staff. Any public comments received up until 3:00 p.m. of the meeting date will be:

1. distributed to the Council before the meeting,

2. posted online for public inspection at
https://stream.ci.concord.ca.us/OnBaseAgendaOnline/Meetings/Search, and

3. inserted into the meeting record.
b.As emails containing public meeting comments are part of the official record, note that personal contact information may be published if it is included with your email.

4. TO WATCH OR LISTEN ONLY:
a.Watch on TV on Comcast Channel 28, Astound/Wave Channels 29 and 1026, and AT&T U-verse Channel 99
b.Watch the TV broadcast through the City’s website by following THIS LINK c.Watch Live Streaming of the meeting by following THIS LINK d.Join the Zoom webinar by following THIS LINK
3 5. INTERPRETATION OR WRITTEN TRANSLATION:

OPEN SESSION

1. OPENING
Roll Call – Announcements/Consideration and Approval of Requests by Councilmembers to Participate Remotely Pursuant to AB 2449 Pledge of Allegiance – Councilmember Hoffmeister

2. PUBLIC COMMENT PERIOD
This is a 15-minute Public Comment Period for items within the City Council’s subject matter jurisdiction that are not on this agenda. Each speaker will be limited to approximately three minutes.

State law prohibits the City Council from acting at this meeting on any matter raised during the Public Comment Period. Please see “How to Submit Public Comments” above. a. Written Public Comment

3. PRESENTATIONS
a. Presentation – to Cyndie Swainbank, declaring August 27, 2024, as "Cyndie Swainbank Day" in the City of Concord to acknowledge her work with dumpster management in the Holbrook Heights and Claudia Circle areas.

Presentation by Mayor Birsan.
b. Presentation – of Business Recognition Awards to Concord Produce, Pixieland Amusement Park, Roof and Realm, Solano Way Auto Repair, Sunrise Bagel, and Wild Hair Salon. Overview of program and introduction of recipients by Melissa Rea, Economic Development Specialist. Presentations

1. To access interpretation or written translation during the meeting, please scan the QR Code or click this link:

Para accesar a la traducción durante la reunion, por favor escanee el Código QR o haga clic en el enlace:
https://attend.wordly.ai/join/SYMQ-8840

2. Choose Language and Click Attend
Seleccione su lenguaje y haga clic en asistir

3. Use a headset on your phone for audio or read the transcript on your device.

Use sus auriculares para escuchar el audio o leer la transcipción en el dispositivo.
4 by Kevin Cabral, President/CEO, Greater Concord Chamber of Commerce.

Introduction by Mayor Birsan.
c. Presentation – an update on the Contra Costa Water District by Contra Costa Water District Board President Ernesto A. Avila, P.E. Introduction by Mayor Birsan.

4. CITY COUNCIL CONSENT CALENDAR
The public is entitled to address the City Council on items appearing on the Consent Calendar before or during the City Council’s consideration of the Consent Calendar. Adoption of the Consent Calendar may be made by one motion of the City Council, provided that any Councilmember, individual or organization may request removal of an item from the Consent Calendar for separate consideration.

If a request for removal of an item from the Consent Calendar has been received, the Mayor may defer action on the particular item and place the same on the regular agenda for consideration in any order s/he deems appropriate. Please see “How to Submit Public Comments” above. a. Considering – approval of the minutes from the June 24, 2024, special meeting and June 25, 2024, special meeting. Recommended by the City Clerk.
b. Receiving – the Treasurer's Report for the period April 1 - June 30, 2024.

Recommended by the City Treasurer.
c. Considering – acceptance of improvements for the Willow Pass Road Signal Upgrade Project (Project No. 2538) and directing the City Clerk to file a Notice of Completion. Recommended by the Director of Community Development.
d. Considering – accepting improvements for the Kirker Pass Road Sanitary Sewer Repair Project (Project No. 2536); and directing the City Clerk to file a Notice of Completion. Recommended by the Director of Community Development.
e. Considering – the following actions in relation to the Citywide Traffic System Upgrade Phase Project (Project No. 2574), which will upgrade traffic signal equipment at 45 intersections Citywide:

1. Award of a Construction Contract in the amount of $1,096,980.50 to St Francis Electric, LLC and authorizing Staff to utilize the available project contingency for contract change orders up to 20% of the contract amount; and authorizing the Mayor to execute the contract in a form acceptable to the City Attorney; and make CEQA determination as provided in this staff report; (Funded by Highway Safety Improvements Program Grant Funds, Measure V, and Measure J Funds); and

2. Approval of a Professional Services Agreement with Park Engineering in the not-to-exceed amount of $253,000 for construction management and 5 inspection services; and authorize the City Manager to execute the agreement in a form acceptable to the City Attorney; and

3. Authorizing the City Engineer to accept the improvements upon completion of Project No. 2574 and directing the City Clerk to file a Notice of Completion.

Recommended by the Director of Community Development.

CEQA: Not a project/exempt per CEQA Guidelines Sections 15060 (c), 15061 (b)(3), 15273, 15378, 15301, 15302, 15304, and/or Public Resources Code Section 21065.
f. Considering – approval of the Commission on Aging FY 2024-25 and FY 2025-26 workplan. Recommended by the Director of Recreation Services.

CEQA: Not a project/exempt pursuant to Public Resources Code Section 21065, CEQA Guidelines Section 15060(c)(2), 15061(b)(3), 15262, and/or 15378.
g. Considering – acceptance of improvements for the Whitman Road Sanitary Sewer Improvements Project (City Project No. 2513) located on Whitman Road between Gilardy Drive and Oak Grove Road; and directing the City Clerk to file a Notice of Completion. Recommended by the Director of Community Development.
h. Considering – approval of the purchase of new chairs for the Concord Senior Center from ODP Business Solutions in the amount of $172,075.27 from the funded Recreation Furniture, Fixtures, and Equipment (FFE) Holding Project, CIP #2343. Recommended by the Director of Recreation Services. i. Considering – approval of the Second Amendment to the Wireless Communications License Agreement with New Cingular Wireless PCS, LLC, to license additional space to accommodate the installation of a generator that will support existing cellular equipment at the Toyota Pavilion at Concord, 2000 Kirker Pass Road, increase the amount of the license by $9,000 annually, and authorize the City Manager to execute the Amendment in a form acceptable to the City Attorney. Recommended by the Director of Recreation Services.

CEQA: Categorically exempt pursuant to CEQA Guidelines Sections 15301, 15302, 15303, and/or 15304.
j. Considering – approval of a Three-year Professional Services Agreement with Chandler Asset Management, Inc. for investment management services in the amount of up to $80,000 per year (up to $240,000 for three years); and authorizing the City Manager to execute the agreement in a form acceptable to the City Attorney. (General Fund) Recommended by the Director of Finance.
6 k. Considering:

1. Rejection of all bids submitted for the Civic Center Fountain Restoration Project (Project No. 2708); and directing staff to re-advertise the project for bids.

2. Approve of a budget transfer in the total amount of $300,000 to the Civic Center Fountain Restoration Project (Project No. 2708) from the Meadow Lane & Market Street Paving Project (Fund 407 - Measure V, Project No. 2582) Recommended by the Director of Community Development.

CEQA: Exempt/not a project pursuant to Public Resources Sections 21065, 21080(b)(5), CEQA Guidelines Sections 15060(c)(2), 15061(b)(3), 15270, and/or 15378.

5. CITY COUNCIL CONSIDERATION ITEM
The public is entitled to address the City Council on items appearing on the agenda before or during the City Council’s consideration of that item. Each speaker will be limited to approximately three minutes. Please see “How to Submit Public Comments” above. a. Considering – revising Policy and Procedure No. 2 to define the mayoral rotation. Report by Joelle Fockler, City Clerk.

6. CORRESPONDENCE
Correspondence received at the City Council meeting will be listed here on the Annotated Agenda.

7. REPORTS AND ANNOUNCEMENTS
Closed Session Announcements
City Manager or Staff Reports
Council Reports
a Announcing – the Mayor’s appointment of two Councilmembers to serve on a Council Ad Hoc Committee to make recommendations to Council on Homeless Strategic Plan grant awards; the ad-hoc will exist only until $5,000,000 of grant award recommendations are made to the full Council or until June 11, 2025, whichever is sooner. Report by Mayor Birsan.

8. ADJOURNMENT
Next Meeting: Regular Meeting
Date: 9/3/2024 6:30 p.m.
7 NOTICE TO THE PUBLIC
There is a 90-day limit for the filing of a challenge in the Superior Court to certain City administrative decisions and orders which require a hearing by law, the receipt of evidence, and the exercise of discretion. The 90-day limit begins on the date the decision is final (Code of Civil Procedure §1094.6). Further, if you challenge an action taken by the City Council in court, you may be limited by California law to raising only those issues you or someone else raised in the hearing or in a written correspondence delivered to the City Council prior to or at the hearing.

In accordance with the Americans with Disabilities Act and California Law, it is the policy of the City of Concord to offer its public programs, services and meetings in a manner that is readily accessible to everyone, including those with disabilities. If you are disabled and require a copy of a public hearing notice, or an agenda and/or agenda packet in an appropriate alternative format; or if you require other accommodation, please contact the ADA Coordinator Tianjun Cao at (925) 671-3243 or [email protected], at least 24 hours in advance of the meeting. Advance notification within this guideline will enable the City to make reasonable arrangements to ensure accessibility.

From: Luke Madera <[email protected]>
Sent: Monday, August 12, 2024 6:48 AM
To: City Clerk <[email protected]>; Nakamura, Laura <[email protected]>
Subject: Homeless Tiny Homes & Superblocks

Hi, my name is Luke Madera and I enjoyed reading about the Homelessness Strategic Plan and Tiny Homes and I spoke with Councilmember Laura Nakamura this weekend to learn more about the scattered Tiny Homes and an idea I've been exploring around creating Superblocks in Concord and then using those reclaimed roads not only for community gardens and green spaces but also for Tiny Homes. I'd like to propose this idea and explore it further, starting by finding potential pilot neighborhoods who would be interested in trying temporary Superblocks (closing off some roads) and adding in Tiny Homes in conjunction with the Homelessness plan.

Please let me know the next step; once there is support for this I and others in the neighborhood can begin identifying potential pilot neighborhoods!

Thank you,
Luke

2.a

From: D'Marco Anthony <[email protected]>
Sent: Tuesday, August 27, 2024 11:18 AM
To: City Clerk <[email protected]>
Subject: General public comment
Hello Council and Staff. I saw most of our councilmembers at Concord Pride, as well as some other elected officials. The first thing I saw when I got to the Pride event was people wearing Chevron shirts at the Rainbow Community Center booth. My initial reaction to that was I gave those people the dirtiest look. Phillips 66 also had a booth there. So first and foremost, I want to call out big oil companies for their pinkwashing tactics in our local community.

I also wanted to bring to the Staff and Council’s attention that for a brief period of time, there was a bigot at Concord Pride that went on a hateful rant, and shouted derogatory words like “faggot” and “nigger” . It is very unfortunate that a small minority of people in our community are full of hate.

Despite this incident, Pride in the plaza was a wonderful event. It was nice to see people from across the community show their support for queer people.

I spent most of my time during the event at the Pablo Benavente for City Council booth. I am excited that we have the opportunity to replace Mayor Edi Birsan with a progressive. This year is the first time we have had Person(s) of Color running for Concord City Council since 2020. Representation matters, and if Concord chooses the best candidate in the District 4 race, we will have a Person of Color and openly queer person on the Council this year.

Let me be very clear, I have never taken into account one’s ethnicity, sexual orientation, etc. when deciding whether or not to support someone’s candidacy. The reason why I support Mr. Benavente is because he will support our queer and ethnic minority communities. Edi has put these communities to the wayside time and time again. And when he does do something for these communities, for Rainbow for example, it comes off as pandering and just a way to further his political legacy.

I also want to express concern with Mr. Birsan encouraging Republicans to run for City Council in his district. Half of the City Council candidates this year are Republicans, which is disproportionate to how many Republicans there actually are in Concord. Mayor Birsan is partially to blame for the disparity. Think about it, Edi celebrated the fact that he ran unopposed in 2018. But now all of a sudden he wants to tell Republicans they should run for City Council? It doesn’t make any sense.

Thank you,
-D'Marco J. Anthony

CCWD UPDATE
August 2024 | President Ernesto Avila

3.c

2CCWD UPDATE

BOARD OF DIRECTORS
Ernesto A. Avila, P.E.

President
Division 3
Antonio Martinez
Vice President
Division 4
John A. Burgh
Director
Division 2
Connstance Holdaway
Director
Division 5
Patt Young
Director
Division 1

SERVICE AREA
3CCWD UPDATE

CCWD UPDATE

WATER SYSTEM AT A GLANCE
Untreated Water System
 4 Delta intakes
 4 storage reservoirs
 48-mile canal
 Shortcut Pipeline
Treated Water System
 3 water treatment plants
 61,736 connections
 891 miles of pipes
 41 storage tanks
 31 pump stations
4

5 WATER SUPPLY
Los Vaqueros: 90% full
Lake Shasta: 69% full

CCWD UPDATE

6 WATER SUPPLY

CCWD UPDATE
October 25, 2022 March 9, 2023
July 9, 2024

CCWD UPDATE 7
WATER SALES VS. POPULATION
400,000
420,000
440,000
460,000
480,000
500,000
520,000
540,000
60000
70000
80000
90000
100000
110000
120000
2006 2008 2010 2012 2014 2016 2018 2020 2022
Water Sales Population
Population
Acre-Feet

CCWD UPDATE 8

MEETING FUTURE WATER NEEDS

CCWD UPDATE 9

MEETING FUTURE WATER NEEDS

CCWD UPDATE 10

PIPELINE RENEWALP ROGRAM

11 CANAL REPLACEMENT

CCWD UPDATE

CCWD UPDATE 12

CANAL REPLACEMENT PROJECT

CCWD UPDATE 13

YOUR WATER RATES AT WORK
■ INVESTMENTS IN INFRASTRUCTURE
Pipeline Renewal, Canal Replacement, Water Treatment Plant Upgrades ■ PURCHASED WATER
■ WATER SUPPLY AND RESOURCE PROTECTION
Water Supply Planning, Watershed Management, Recreation ■ SYSTEM OPERATIONS & MAINTENANCE
Water Treatment, Water Delivery, Leak Inspection and Repair ■ ADMINISTRATION
Human Resources, Safety, Accounting and Payroll
■ CUSTOMER CARE
Customer Service, Billing, Water Efficiency Support,
and Public Affairs
■ COMMUNITY EDUCATION AND

WORKFORCE DEVELOPMENT
K-12 Water Education and Field Trips,
and Internships
$0.06
The average
customer pays
about
$3/day*
$0.75
$0.09
$1.33
$0.61
$0.15
$0.01

14 RESOURCES AND REBATES
Residential
• Water Wise House Calls
• Lawn-to-Garden
• My Water Report
• Smart irrigation controllers
• Mulch and car wash coupons
Commercial
• Water Use Evaluations
• Lawn- to-Garden
• Irrigation equipment
• Water conservation devices
M
ore at ccwater.com/rebates or 925-688-8320

CCWD UPDATE

CCWD UPDATE 15

CUSTOMER PAYMENT ASSISTANCE

16CCWD UPDATE

CCWD UPDATE
THANK YOU!
Questions?
Visit us online at ccwater.com
Call 925-688-8000
Connect with us!
Contra Costa Water District
@ContraCostaWaterDistrict
17

SPECIAL MEETING OF THE

CONCORD CITY COUNCIL

CITY COUNCIL CONFERENCE ROOM
1950 PARKSIDE DRIVE, WING A

CONCORD, CALIFORNIA
TUESDAY, JUNE 25, 2024
The Concord City Council met in a special meeting in the City Council Conference Room, located at 1950 Parkside Drive, Wing A, Concord, California at 5:30 p.m. on Tuesday, June 25, 2024, with Mayor Birsan presiding and all Councilmembers present. Minutes follow in abbreviated form per Resolution 3361 and Council Minutes of September 26, 1966.

STAFF PRESENT: Valerie Barone, City Manager; Justin Ezell, Assistant City Manager; Thomas Capriola, Senior Assistant City Attorney; Josh Clendenin, Senior Assistant City Attorney; Guy Bjerke, Director of Economic Development and Base Reuse Mayor Birsan opened a public comment period, and upon receiving no public comment, closed the public comment period.

The meeting was recessed and immediately reconvened in a closed session on CONFERENCE WITH LEGAL COUNSEL — ANTICIPATED LITIGATION Initiation of litigation pursuant to paragraph (4) of subdivision (d) of Section 54956.9: One potential case and CONFERENCE WITH REAL PROPERTY NEGOTIATORS pursuant to Government Code Section 54956.8 Property: Area within Concord Community Reuse Plan Agency negotiators: Valerie Barone, City Manager; Guy Bjerke, Director of Economic Development & Base Reuse Negotiating parties: Erica Spinelli, Department of the Navy Under negotiation: Price, Terms of Payment.

ADJOURNMENT
By order of the Mayor, the meeting was adjourned on June 25, 2024, at 6:06 p.m.

EDI E. BIRSAN
MAYOR

JOELLE FOCKLER, MMC

CITY CLERK

4.a4.a

SPECIAL MEETING OF THE

CONCORD CITY COUNCIL

CITY COUNCIL CHAMBER
1950 PARKSIDE DRIVE

CONCORD, CALIFORNIA AND VARIOUS

TELEPHONIC/ELECTRONIC LOCATIONS
MONDAY, JUNE 24, 2024
The Concord City Council met in a special meeting in the Council Chamber, located at 1950 Parkside Drive and via various telephonic/electronic locations at 6:30 p.m. on Tuesday, Monday, June 24, 2024, with Mayor Birsan presiding. Minutes follow in abbreviated form per Resolution 3361 and Council Minutes of September 26, 1966.

ROLL CALL
COUNCILMEMBERS PRESENT: Dominic Aliano, Laura Hoffmeister, Laura Nakamura, Carlyn Obringer, Edi Birsan
STAFF PRESENT: Valerie Barone, City Manager; Thomas Capriola, Senior Assistant City Attorney; Justin Ezell, Assistant City Manager; Joelle Fockler, City Clerk

MEMBERS OF THE PUBLIC
WHO ADDRESSED THE COUNCIL: Chris Palomo, Carpenters Union Local 152; Erik Haynes, Sheetmetal Workers Local 104

CITY COUNCIL CONSIDERATION ITEM
ADOPT RESOLUTION NO. 24-41 PURSUANT TO THE TAX EQUITY AND FISCAL RESPONSIBIITY ACT OF 1982 (TEFRA) – The Ashbury, 1650 Ashbury Drive
City Manager Valerie Barone presented the item, explaining that on May 28, 2024, the City Council held a public hearing for the Tax Equity and Fiscal Responsibility Act of 1982 (TEFRA) and the Internal Revenue Code of 1986 approing the issuance of the California Municipal Finance Authority multifamily housing revenue bonds in an aggregate principal amount not to exceed $90 million at the request of Pacific West Communities, Inc. for the purpose of the acquisition, construction, improvement, and equipping of The Ashbury, an entitled 183-unit affordable multifamily rental housing project with a site location of 1650 Ashbury Drive, Concord, California, and that at the close of the May 28 hearing, the City Council did not adopt a resolution approving the financing. Ms. Barone went on to state that Council was being requested to consider and adopt either an amended Resolution for adoption (Benched Alternative 1) or the originally proposed Resolution with relevant dates updated.

Following questions from the City Council, Mayor Birsan opened a public comment period.

Chris Palomo, Carpenters Union Local 152, expressed concern over Pacific West Communities, Inc. failing to comply with prevailing wage compliance.

Erik Haynes, Sheetmetal Workers Local 104, spoke in support of the project.

Mayor Birsan closed the public comment period.

A motion was made by Aliano and seconded by Obringer to adopt Benched Alternative 1, Resolution No. 24-41 entitled, “A Resolution Pursuant to the Tax Equity and Fiscal Responsibility Act of 1982 (TEFRA) and the Internal Revenue Code of 1986 Approving the Issuance of the California Municipal Finance Authority Multifamily Housing Revenue Bods in an Aggregate Principal Amount Not to Exceed

City Council Minutes June 24, 2024
2 $90,000,000 for the Purpose of the Acquisition, Construction, Improvement, and Equipping of The Ashbury, an Entitled 183-Unit Affordable Multifamily Rental Housing Project with a Site Location of 1650 Ashbury Drive, Concord, California, and Certain other Matters Relating Thereto.” The motion passed by unanimous vote of the Council.

CORRESPONDENCE
a. Agenda Item No. 2.a, Benched Correspondence

ADJOURNMENT
By order of the Mayor, the meeting was adjourned on June 24, 2024, at 6:39 p.m.

EDI E. BIRSAN
MAYOR

JOELLE FOCKLER, MMC

CITY CLERK

4.b

City of Concord
Cash and Investment Summary
as of June 30, 2024
Sector Average Maturity Par Amount Adjusted Cost Market Value Coupon Yield at
Market
Cash Equivalents
Cash on Hand* 1 Day 15,617,668.29 15,617,668.29 15,617,668.29 - - Portfolio Cash 1 Day 361,060.81 361,060.81 361,060.81 - 5.21% CAMP* 1 Day 156,894,555.94 156,894,555.94 156,894,555.94 - 5.43% LAIF* 1 Day 60,249,820.63 60,249,820.63 60,249,820.63 4.55% LAIF Restricted Financing Proceeds* 1 Day 84,002,136.50 84,002,136.50 84,002,136.50 - 4.55% Cash Equivalents Subtotal 1 Day 317,125,242.17 317, 125,242.17 317, 125,242.17 4. 76% Other Investments
CalTrust Short Term Fund* 1 Day 3,550,000.00 4, 686,630.21 4, 689,939.32 - 5. 10% CalTrust Medium Term Fund* 1 Day 17,050,000.00 19, 694,421.14 19, 161,614.09 - 4. 68% Other Investments Subtotal 1 Day 20,600,000.00 24, 381,051.35 23, 851,553.41 4. 76% PFMAM Managed Portfolio
U.S. Treasuries 3.11 Years 42,075,000.00 40, 567,462.11 40, 054,507.44 2. 73% 4.53% Federal Agencies 1.27 Years 1,575,000.00 1, 573,692.09 1, 486,763.33 0. 43% 5.04% Federal Agency CMBS 0.42 Years 390,190.30 391, 917.50 385, 435.37 3. 06% 6.01% Municipal Obligations 1.06 Years 2,540,000.00 2, 540,391.06 2, 455,950.18 1. 44% 5.07% Corporate Notes 2.26 Years 15,915,000.00 15, 931,334.12 15, 532,039.53 3. 17% 5.17% Certificates of Deposit 1.34 Years 1,700,000.00 1, 700,000.00 1, 703,393.19 5. 57% 5.35% PFMAM Managed Portfolio Subtotal 2.70 Years 64,195,190.30 62, 704,796.88 61, 618,089.04 4. 76% Total 0.42 Years 401,920,432.47 404,211,090.40 402,594,884.62 4.76% Earnings Summary April 1, 2024 - June 30, 2024 (Accrual Basis) Portfolio Securities
Ending Amortized Value of Securities 62,704,796.88
Ending Accrued Interest 466,075.78
Plus Proceeds from Sales 4,408,998.89
Plus Proceeds of Maturities/Calls/Principal Payments 1,455,687.76 Plus Coupons Received 414,957.96
Less Cost of New Purchases (6,172,101.08)
Less Beginning Amortized Value of Securities (62,530,831.05) Less Beginning Accrued Interest (423,501.54)
Portfolio Securities Subtotal 324,083.60
LAIF
LAIF Subtotal $1,627,636.91
CAMP
CAMP Subtotal $1,989,508.32
CalTrust
CalTrust Subtotal $256,726.67
Grand Total 4,197,955.50
*Values provided by the City of Concord

City of Concord
Cash and Investment Summary
as of June 30, 2024
U.S.

Treasuries
10%
Federal
Agencies
<1%
Agency
CMBS
<1%
Municipal
Obligations
1%
Corporate
Notes
4%
Certificates of
Deposit
<1%
LAIF
15%
LAIF
Restricted
Financing
Proceeds
21%
CAMP
39%
CalTrust
6%
Cash
4%
Sector Breakdown
AAA
<1%
AA
12%
A
2%BBB+
<1%NR
<1%
Cash
4%
AAf
(CalTrust)
6%

NR (LAIF)
36%
AAAm
(CAMP)
39%
Credit Quality
85%
1% 2% 3% 7% 2% 0%
0%
20%
40%
60%
80%
100%
Less than
6 Months
6 to 12 Months 1 to 2 Years 2 to 3 Years 3 to 4 Years 4 to 5 Years Over 5 Years Maturity Distribution

City of Concord
Cash and Investment Detail
as of June 30, 2024
Issuer
S&P
Rating Coupon Maturity Purchased
Days to
Maturity Par Amount Adjusted Cost Market Value
Yield at
Market
Operating Funds
Cash Equivalents
Cash on Hand* NR - 7/1/2024 6/30/2024 1 15, 617,668.29 15, 617,668.29 15, 617,668.29 - Portfolio Cash Account AAAm 5.21% 7/1/2024 6/30/2024 1 361, 060.81 361, 060.81 361, 060.81 5. 21% LAIF-City of Concord* NR 4.55% 7/1/2024 6/30/2024 1 10, 355,400.80 10, 355,400.80 10, 355,400.80 4. 55% LAIF-COP 2021 - Restricted* NR 4.55% 7/1/2024 6/30/2024 1 84, 002,136.50 84, 002,136.50 84, 002,136.50 4. 55% LAIF-Sewer Enterprise District - Restricted* NR 4.55% 7/1/2024 6/30/2024 1 49, 894,419.83 49, 894,419.83 49, 894,419.83 4. 55% CAMP* AAAm 5.43% 7/1/2024 6/30/2024 1 156, 894,555.94 156, 894,555.94 156, 894,555.94 5. 43% Cash Equivalents Subtotal 1 317,125,242.17 317, 125,242.17 317, 125,242.17 4. 76% U.S. Treasuries
U.S. Treasury AA+ 0.75% 4/30/2026 2/25/2022 669 325, 000.00 318, 871.82 302, 199.24 4. 79% U.S. Treasury AA+ 0.63% 7/31/2026 8/4/2022 761 1, 350,000.00 1, 294,105.18 1, 241,789.13 4. 71% U.S. Treasury AA+ 0.63% 7/31/2026 8/15/2022 761 2, 675,000.00 2, 549,343.45 2, 460,582.17 4. 71% U.S. Treasury AA+ 2.00% 11/15/2026 10/11/2022 868 1, 000,000.00 954, 587.18 940, 937.50 4. 65% U.S. Treasury AA+ 2.00% 11/15/2026 11/4/2022 868 475, 000.00 450, 541.77 446, 945.31 4. 65% U.S. Treasury AA+ 2.00% 11/15/2026 12/7/2022 868 2, 675,000.00 2, 562,999.99 2, 517,007.81 4. 65% U.S. Treasury AA+ 2.00% 11/15/2026 1/6/2023 868 1, 925,000.00 1, 842,500.71 1, 811,304.69 4. 65% U.S. Treasury AA+ 2.75% 4/30/2027 2/3/2023 1,034 1, 575,000.00 1, 535,931.11 1, 500,433.52 4. 55% U.S. Treasury AA+ 2.75% 7/31/2027 3/6/2023 1,126 1, 725,000.00 1, 644,338.63 1, 637,941.32 4. 52% U.S. Treasury AA+ 2.75% 7/31/2027 5/5/2023 1,126 3, 150,000.00 3, 072,648.58 2, 991,023.28 4. 52% U.S. Treasury AA+ 2.75% 7/31/2027 6/6/2023 1,126 1, 200,000.00 1, 158,744.74 1, 139,437.44 4. 52% U.S. Treasury AA+ 2.75% 7/31/2027 7/7/2023 1,126 1, 350,000.00 1, 291,432.89 1, 281,867.12 4. 52% U.S. Treasury AA+ 2.75% 7/31/2027 8/4/2023 1,126 1, 100,000.00 1, 050,034.45 1, 044,484.32 4. 52% U.S. Treasury AA+ 2.75% 7/31/2027 9/8/2023 1,126 2, 150,000.00 2, 043,690.66 2, 041,492.08 4. 52% U.S. Treasury AA+ 3.88% 11/30/2027 10/6/2023 1,248 950, 000.00 921, 947.83 931, 890.63 4. 48% U.S. Treasury AA+ 3.88% 11/30/2027 12/5/2023 1,248 7, 200,000.00 7, 118,342.27 7, 062,750.00 4. 48% U.S. Treasury AA+ 3.88% 11/30/2027 1/5/2024 1,248 2, 750,000.00 2, 740,787.65 2, 697,578.12 4. 48% U.S. Treasury AA+ 4.00% 2/29/2028 2/6/2024 1,339 1, 350,000.00 1, 355,087.45 1, 329,328.13 4. 46% U.S. Treasury AA+ 4.00% 2/29/2028 3/6/2024 1,339 1, 150,000.00 1, 138,474.62 1, 132,390.63 4. 46% U.S. Treasury AA+ 4.00% 2/29/2028 5/6/2024 1,339 2, 350,000.00 2, 288,676.00 2, 314,015.62 4. 46% U.S. Treasury AA+ 1.25% 6/30/2028 6/11/2024 1,461 3, 650,000.00 3, 234,375.13 3, 229,109.38 4. 43% U.S. Treasuries Subtotal 1,134 42,075,000.00 40, 567,462.11 40, 054,507.44 4. 53% Federal Agencies
Federal Home Loan Bank AA+ 0.38% 9/4/2025 9/11/2020 431 275,000.00 274,804.98 260,143.13 5.16% Federal Home Loan Mortgage Corporation AA+ 0.38% 9/23/2025 9/25/2020 450 650,000.00 649,518.38 614,162.25 5.05% Federal National Mortgage Association AA+ 0.50% 11/7/2025 11/12/2020 495 650,000.00 649,368.73 612,457.95 4.97% Federal Agencies Subtotal 465 1,575,000.00 1,573,692.09 1, 486,763.33 5. 04% Federal Agency CMBS
Federal Home Loan Mortgage Corporation AA+ 3.06% 12/1/2024 3/25/2020 154 390,190.30 391,917.50 385,435.37 6.01% Federal Agency CMBS Subtotal 154 390,190.30 391,917.50 385, 435.37 6. 01% Municipal Obligations
State of Connecticut AA- 2.00% 7/1/2024 6/11/2020 1 100,000.00 100,000.00 100,000.00 1.98% Chaffey Joint Union HS District CA AA- 2.10% 8/1/2024 12/5/2019 32 140,000.00 140,000.00 139,745.20 4.19% New York State Urban Development Corp. NR 0.87% 3/15/2025 12/23/2020 258 600,000.00 600,000.00 581,148.00 5.45% University of California AA 0.88% 5/15/2025 7/16/2020 319 160,000.00 160,000.00 154,321.60 5.08% Florida State Board of Administration AA 1.26% 7/1/2025 9/16/2020 366 300,000.00 300,000.00 287,979.00 5.42% Florida State Board of Administration AA 1.26% 7/1/2025 9/16/2020 366 115,000.00 115,169.68 110,391.95 5.42% Florida State Board of Administration AA 1.26% 7/1/2025 9/16/2020 366 160, 000.00 160, 221.38 153, 588.80 5. 42%

City of Concord
Cash and Investment Detail
as of June 30, 2024
Issuer
S&P
Rating Coupon Maturity Purchased
Days to
Maturity Par Amount Adjusted Cost Market Value
Yield at
Market
San Juan Unified School District CA NR 0.85% 8/1/2025 10/29/2020 397 250, 000.00 250, 000.00 238, 595.00 5. 23% Minnesota State AAA 0.63% 8/1/2025 5/7/2024 397 180,000.00 180,000.00 171,480.78 5.17% California State University AA- 0.86% 11/1/2025 7/29/2021 489 170,000.00 170,000.00 160,656.80 5.17% New Jersey Transport Trust Authority AA- 1.05% 1/1/2026 2/4/2021 550 125,000.00 125,000.00 117,606.25 5.19% State of California AA- 4.85% 3/1/2027 3/15/2023 974 240,000.00 240,000.00 240,436.80 4.77% Municipal Obligations Subtotal 385 2,540,000.00 2,540,391.06 2, 455,950.18 5. 07% Corporate Notes
Goldman Sachs BBB+ 3.85% 7/8/2024 7/11/2019 8 575,000.00 575,000.00 574,495.73 7.66% BB&T A- 2.50% 8/1/2024 8/5/2019 32 575,000.00 575,000.00 573,097.33 6.30% BMW Bank North America A 0.75% 8/12/2024 8/12/2021 43 130,000.00 129,999.55 129,254.19 5.68% Paccar Financial A+ 1.80% 2/6/2025 10/29/2020 221 335,000.00 337,129.79 327,720.45 5.53% American Express BBB+ 2.25% 3/4/2025 3/4/2022 247 155,000.00 154,964.86 151,642.24 5.55% Roche Holdings AA 2.13% 3/10/2025 3/10/2022 253 775,000.00 775,000.00 757,571.80 5.47% Home Depot A 2.70% 4/15/2025 3/28/2022 289 45,000.00 44,979.64 44,121.78 5.24% Cintas Corporation A- 3.45% 5/1/2025 5/3/2022 305 130,000.00 129,992.05 127,918.57 5.43% USAA Capital Corporation AA 3.38% 5/1/2025 5/26/2022 305 450,000.00 449,582.32 442,620.45 5.40% Apple Inc AA+ 1.13% 5/11/2025 5/13/2020 315 600,000.00 600,190.92 578,415.60 5.44% General Dynamics Corp A- 3.50% 5/15/2025 10/20/2020 319 425,000.00 433, 230.96 418,134.55 5.41% Amazon.com Inc AA 0.80% 6/3/2025 6/5/2020 338 725,000.00 724,934.36 695,978.98 5.29% National Australia Bank AA- 3.50% 6/9/2025 6/9/2022 344 485,000.00 485,000.00 476,744.33 5.38% National Rural Utilities Co Finance Corp A- 3.45% 6/15/2025 5/4/2022 350 100,000.00 99,991.72 98,052.60 5.56% IBM Corp A- 4.00% 7/27/2025 7/27/2022 392 450,000.00 450,000.00 443,654.55 5.36% Bank of America A- 3.88% 8/1/2025 8/20/2020 397 400,000.00 412,435.32 393,520.00 5.43% Abbott Laboratories AA- 3.88% 9/15/2025 9/28/2020 442 400,000.00 411,841.26 394,888.00 4.97% Bank of America A- 1.53% 12/6/2025 12/6/2021 524 500,000.00 500,000.00 489,388.00 3.05% JP Morgan Chase A- 2.60% 2/24/2026 2/24/2022 604 350,000.00 350,000.00 343,081.55 3.84% UnitedHealth Group A+ 1.15% 5/15/2026 5/19/2021 684 475,000.00 474,690.18 441,284.98 5.17% BMW Bank North America A 1.25% 8/12/2026 8/16/2021 773 325,000.00 324,958.69 299,169.65 5.27% Caterpilar Inc. A 1.70% 1/ 8/2027 1/13/2022 922 450,000.00 448,850.65 415,501.20 4.97% Target Corp A 1.95% 1/15/2027 1/24/2022 929 80,000.00 79,930.54 74,405.60 4.91% Bank OF New York Mellon Corp A 2.05% 1/26/2027 1/28/2022 940 925,000.00 923,942.85 858,965.18 5.04% Berkshire Hathaway AA 2.30% 3/15/2027 3/17/2022 988 900,000.00 890,863.76 843,423.30 4.80% National Australia Bank AA- 3.91% 6/9/2027 6/13/2022 1,074 400,000.00 397,894.05 387,948.40 5.02% Astrazeneca Finance LLC A 4.88% 3/3/2028 3/3/2023 1,342 450,000.00 449,332.80 447,883.20 5.01% Walmart, Inc. AA 3.90% 4/15/2028 4/18/2023 1,385 310,000.00 309,567.20 301,630.62 4.68% Lockheed Martin Corporation A- 4.45% 5/15/2028 5/25/2023 1,415 70,000.00 69,901.95 68,963.65 4.87% Merck & Co Inc A+ 4.05% 5/17/2028 5/17/2023 1,417 180,000.00 179,887.00 175,968.00 4.69% John Deere Capital A 4.95% 7/14/2028 7/25/2023 1,475 450,000.00 452,790.54 450,092.70 4.94% Citigroup Inc A+ 5.80% 9/29/2028 10/4/2023 1,552 900,000.00 896,120.67 924, 277.50 5.09% Toyota Motor A+ 4.65% 1/5/2029 1/5/2024 1,650 260,000.00 259,675.12 256,567.48 4.98% Toyota Motor A+ 4.65% 1/5/2029 1/5/2024 1,650 190,000.00 189,771.25 187,491.62 4.98% Air Products & Chemicals A 4.60% 2/8/2029 2/8/2024 1,684 410,000.00 409,493.45 406,041.45 4.84% Cisco Systems Inc AA- 4.85% 2/26/2029 2/26/2024 1,702 485,000.00 484,840.73 484,587.75 4.87% Blackrock Inc AA- 4.70% 3/14/2029 3/14/2024 1,718 55,000.00 54,905.72 54,728.69 4.82% Blackrock Inc AA- 4.70% 3/14/2029 3/14/2024 1,718 545,000.00 545,252.65 542,311.51 4.82% Adobe Inc A+ 4.80% 4/4/2029 4/4/2024 1,739 245,000.00 244,650.58 245,270.24 4.77% Adobe Inc A+ 4.80% 4/4/2029 4/4/2024 1,739 205,000.00 204,740.99 205,226.11 4.77% Corporate Notes Subtotal 824 15,915,000.00 15,931,334.12 15, 532,039.53 5. 17%

City of Concord
Cash and Investment Detail
as of June 30, 2024
Issuer
S&P
Rating Coupon Maturity Purchased
Days to
Maturity Par Amount Adjusted Cost Market Value
Yield at
Market
Certificates of Deposit
Toronto Dominion Bank NY A 5.60% 10/27/2025 10/31/2022 484 850,000.00 850,000.00 853,190.89 5.20% Nordea Bank AA- 5.53% 11/3/2025 11/3/2022 491 850,000.00 850,000.00 850,202.30 5.51% Certificates of Deposit Subtotal 487 1,700,000.00 1,700,000.00 1, 703,393.19 5. 35% Other Investments
CalTrust Short Term Fund* AAf 5.10% 7/1/2024 6/30/2024 1 3,550,000.00 4,686,630.21 4,689,939.32 5.10% CalTrust Medium Term Fund* NR 4.68% 7/1/2024 6/30/2024 1 17, 050,000.00 19, 694,421.14 19, 161,614.09 4. 68% Other Investments Subtotal 1 20,600,000.00 24,381,051.35 23, 851,553.41 4. 76% Operating Total 152 401,920,432.47 404, 211,090.40 402, 594,884.62 4. 76% *Values provided by the City of Concord

City of Concord
Investments Transactions Detail
April 1, 2024 - June 30, 2024
Trade Date Settle Date Transaction CUSIP Issuer Coupon Maturity Par Value Yield at
Market
Purchases
4/1/2024 4/4/2024 Buy 00724PAF6 ADOBE INC CORP NOTES (CALLABLE) 4.80% 4/4/2029 (245,000.00) 4. 83% 4/2/2024 4/4/2024 Buy 00724PAF6 ADOBE INC CORP NOTES (CALLABLE) 4.80% 4/4/2029 (205,000.00) 4. 83% 5/1/2024 5/6/2024 Buy 91282CGP0 US TREASURY NOTES 4.00% 2/29/2028 (2,350,000.00) 4.79% 6/6/2024 6/11/2024 Buy 91282CCH2 US TREASURY NOTES 1.25% 6/30/2028 (3,650,000.00) 4.39% Maturities
4/29/2024 4/29/2024 Maturity 61746BDQ6 MORGAN STANLEY CORP NOTES 3.88% 4/29/2024 550,000.00 5/12/2024 5/12/2024 Maturity 023135BW5 AMAZON.COM INC CORPORATE NOTES 0.45% 5/12/2024 115,000.00 6/1/2024 6/1/2024 Maturity 46647PCH7 JPMORGAN CHASE CORP NOTES (CALLED) 0.82% 6/1/2024 595,000.00 Sales
4/2/2024 4/4/2024 Sell 91282CBC4 US TREASURY NOTES 0.37% 12/31/2025 225,000.00 5/1/2024 5/6/2024 Sell 91282CBW0 US TREASURY NOTES 0.75% 4/30/2026 150,000.00 5/1/2024 5/6/2024 Sell 91282CBW0 US TREASURY NOTES 0.75% 4/30/2026 150,000.00 5/1/2024 5/6/2024 Sell 91282CBC4 US TREASURY NOTES 0.37% 12/31/2025 300,000.00 5/1/2024 5/6/2024 Sell 91282CBW0 US TREASURY NOTES 0.75% 4/30/2026 1,200,000.00 6/5/2024 6/5/2024 Sell 54438CYK2 LOS ANGELES CCD, CA TXBL GO BONDS 0.77% 8/1/2025 250,000.00 6/6/2024 6/11/2024 Sell 91282CCP4 US TREASURY NOTES 0.62% 7/31/2026 1,600,000.00 6/6/2024 6/11/2024 Sell 91282CCP4 US TREASURY NOTES 0.62% 7/31/2026 75,000.00 6/6/2024 6/11/2024 Sell 91282CCP4 US TREASURY NOTES 0.62% 7/31/2026 825,000.00 Paydowns
4/1/2024 4/1/2024 Paydown 3137BGK24 FHMS K043 A2 3.06% 12/1/2024 657.99 5/1/2024 5/1/2024 Paydown 3137BGK24 FHMS K043 A2 3.06% 12/1/2024 698.28 6/1/2024 6/1/2024 Paydown 3137BGK24 FHMS K043 A2 3.06% 12/1/2024 662.69

City of Concord
Operating Funds Investment Policy Report
as of June 30, 2024
Credit Quality
Minimum Permitted Rating Lowest Rated Security
(S&P)
U.S. Treasuries N/A AA+
Federal Agencies N/A AA+
Supranationals "AA" Category by a NRSRO AAA
Municipal Obligations "A" Category by a NRSRO A+
Corporate Notes "A" Category by a NRSRO BBB+
Commercial Paper Highest Short-Term Category NA
Certificates of Deposit "A" Category by a NRSRO A-1/A
Maturity Limits
Maximum Maturity Limit Maximum Maturity
U.S. Treasuries 5 Years 4.00 Years
Federal Agencies 5 Years 1.36 Years
Federal Agency CMBS 5 Years 0.42 Years
Supranationals 5 Years 0.00 Years
Municipal Obligations 5 Years 2.67 Years
Corporate Notes 5 Years 4.76 Years
Commercial Paper 270 Days 0.00 Years
Certificates of Deposit 5 Years 1.35 Years
Sector Allocations
Maximum Allocation Current Allocation
U.S. Treasuries 100% 12.6%
Federal Agencies 100% 0.5%
Federal Agency CMBS* 0% 0.1%
Supranationals 30% 0.0%
Municipal Obligations 30% 0.8%
Corporate Notes 30% 4.9%
Commercial Paper 20% 0.0%
Certificates of Deposit 30% 0.5%
For informational purposes only and is not provided for compliance assurance, and is formatted for the City's use. *Effective August 18, 2020, federal agency securitized securities (including but not limited to mortgage-backed securities, collateralized mortgage obligations, commercial mortgage backed-securities are no longer authorized for purchase. Investments purchased before this date may be held in the portfolio until maturity.

The current allocation calculation excludes funds in the LAIF-COP 2021 account, as bond proceeds are not subject to the City's Investment Policy sector limits, per California Government Code.

City of Concord
Operating Funds Investment Policy Report
as of June 30, 2024
During the reporting period for the quarter ended June 30, 2024 the account(s) managed by PFM Asset Management ('PFMAM') were in compliance with the applicable investment policy and guidelines as furnished to PFMAM.

Acknowledged : PFM Asset Management LLC
Note: Pre- and post-trade compliance for the account(s) managed by PFM Asset Management is provided via Bloomberg Asset and Investment Management ("AIM").

Investment Portfolio Benefits all Funds
The City’s cash and investment portfolio represents money from all City funds, including the General Fund, Enterprise funds, Capital Projects funds, and other funds, which are restricted to specific purposes.

In general, monies held by the City are allocated by the City Council for spending or are purposefully retained in reserves. For examp le, the money in the Capital Projects fund has been identified to provide particular capital projects for the community and there is a plan for spending down the cash balance as the projects progress. In the General Fund, approximately $60.2 million is purposely held in reserve to meet the City’s reserve policy of a minimum of 17% and a goal of 30% of operating expen
ditures. Due to the schedule of when the City receives revenues throughout the year, cash reserves typically dip in the months of July through December until the first installment of Property Taxes are received in December. Typically, 100% of our Ge neral Fund revenues are received as of June 30.

Compliance with Reserve Policy is measured at the end of the City’s fiscal year, June 30.

Below is a chart showing the composition of the cash and investment portfolio included in the June 30, 2024 Treasurer’s Report.  It is important to u nderstand that the only money not already allocated (but not yet spent) or restricted for a specific purpose is the General Fund Emergency Reserve, which is shown in the pie chart on the chart below in gray.

Fund Descriptions:

General Fund is the City’s operating fund that accounts for general purpose revenues and expenses and are by definition unrestricted. The Cash and Investments in the General Fund is comprised of the following categories: 1) Assignments and Restrictions for obligations already entered into but not yet paid; 2) Advances to Other funds which primarily represe nt advances to the Local Reuse Authority for the Naval Weapons Station redevelopment project and to the Golf Course for improvements at that facility; and 3) Emergency Reserve funds that are retained per Council Policy to address financial uncertainties.

Enterprise Funds report operations that are operating in a manner similar to a private business enterprise.

The Sewe
r Fund is the largest fund in this category and is legally restricted to be used only for sewer related activities.

Special Revenue Funds account for funds where the source of revenue is dedicated and restricted to a specific purpose. Housing funds, State Gas Tax  funds and Assessment District funds represent examples of these types of funds.

Capital Projects Funds are used to track the financial resources set aside to acquire and/or construct major capital assets.

Internal Service Funds (ISF) are established to account for special activities and services performed by a designated department for othe
r departments on a cost ‐reimbursement basis or replacement of necessary equipment. Examples include Worker’s Compensation, Fleet Maintenance/Replacement, Information Technology, and Building Maintenance fund. Funds are restricted by policy through the City Council and spent in accordance with the program/equipment they are designated to support.

Trust Funds are used to account for assets held by the City as a trustee agen t for individuals, private organizations, and other governments. Examples include the City of Concord Retirement System Pension Fund and the Successor Agency Private Purpose Trust Fund.

Staff Report
Date: August 27, 2024
To: City Council
From: Valerie J. Barone, City Manager
Reviewed by: Kevin Marstall, PE, Director of Community Development Carlton Thompson, PE, City Engineer
Bernard Enrile, PE, CIP Manager
Prepared by: Justine Gee, PE, Associate Civil Engineer
[email protected]
(925) 671-3284
Subject: Considering acceptance of improvements for the Willow Pass Road Signal Upgrade Project (Project No. 2538) and directing the City Clerk to file a Notice of Completion.

Report in Brief
St. Francis Electric, LCC has completed all work associated with the Willow Pass Road Signal Upgrade Project (Project No. 2538) (Project) and has provided the required one- year construction warranty bond.

The Project improvements included installing fiber optic conduit and lines connecting thirteen signalized intersections along Willow Pass Road, from Galindo Street to Landana Drive, and along Galindo Street, from Willow Pass Road to the Concord Police Department. It also included the installation of traffic signal cabinets, upgraded controllers, and Audible Pedestrian Signals (APS).

Recommended Action
Accept improvements for the Willow Pass Road Signal Upgrade Project (Project No. 2538) and direct the City Clerk to file a Notice of Completion.

Background
On June 2, 2020, City Council (Council) approved the proposed 2-Year CIP Budget and 5-Year Capital Improvement Plan for FY 2020-2025, which included the Willow Pass Road Signal Upgrade Project (Project No. 2538),

4.c4.c4.c

City Council Agenda Report
Agenda Item No. 4.c
August 27, 2024
On June 28, 2022, Council awarded a construction contract in the amount of $2,147,000.00 to St. Francis Electric, LCC (St. Francis) for the Project; authorizing City of Concord (City) staff (Staff) to utilize the available project contingency for contract change orders that become necessary up to 10% of the contract amount ($214,700.00).

The Project was fully completed by the end of February 2024.

Analysis
St. Francis has completed all improvements for the Project and Staff has inspected the work, which was in compliance with the Project plans and specifications. St. Francis has provided the 10% warranty bond, which guarantees the work from material and workmanship defects for a one (1) year period after acceptance.

Financial Impact
The construction contract was completed in the final amount of $2,241,459.32, which is within the original construction contract and the approved 10% contingency for contract change orders.

Public Contact
The City Council Agenda was posted.

Attachments

1. Location Map

2. Notice of Completion

Attachment 1
Project Location Map
Willow Pass Road Signal Upgrade – Project No. 2538

RECORDING REQUESTED BY AND WHEN
RECORDED MAIL TO:

City Clerk
City of Concord
1950 Parkside Drive MS/03
Concord, CA 94519
APN(s): __ N/A______
(Space Above This Line for Recorder’s Use Only)
[Exempt from recording fee per Gov. Code § 27383]

NOTICE OF COMPLETION
(Cal. Civ. Code §§ 8180-8190, 8100-8118, 9200-9208)
A. The City of Concord, a California municipal corporation, entered into a written contract with St. Francis Electric, LCC (Contractor) dated August 12, 2022. The surety on said contract is held by the Everest Reinsurance Company.

B. NOTICE IS HEREBY GIVEN THAT:
(1) The name and address of the owner or reputed owner are:

City of Concord, 1950 Parkside Drive, Concord, CA 94519-2578 (2) The name and address of the direct contractor are:

St. Francis Electric, LCC – 975 Carden Street, San Leandro, CA 94577 (3) The name and address of the construction lender, if any, are:

Not applicable
(4) A description of the site sufficient for identification, including the street address of the site, if any, follows:

The real property herein referred to is situated in the City of Concord, County of Contra Costa, State of California, and is described as follows: Willow Pass Road, from Galindo Street to Landana Drive, and Galindo Street, from Willow Pass Road to the Concord Police Department. Project included fiber optic conduits, fiber optic lines, traffic signal cabinets, traffic signal controllers, Audible Pedestrian Signals (APS), and other traffic signal equipment. See attached Map. (5) The name, address, and relationship to the parties of the person giving the notice:

City of Concord, a California Municipal Corporation, 1950 Parkside Drive, Concord, CA 94519; person giving notice and owner.
(6) The person giving this notice is not a claimant
(7) This notice is given for (check one):

X Completion of the work of improvement as a whole.
__ Completion of a contract for a particular portion of the work of improvement. If the notice is given only of completion of a contract for a particular portion of the work of improvement as provided in California Civil Code Section 8186, provide the following information:
(a) The name and address of the direct contractor under that contract: See item B(2), above. (b) A general statement of the work provided pursuant to the contract: See item A above. (8) If signed by the owner’s successor in interest, the name and address of the successor’s transferor:

Not applicable
(9) The nature of the interest or estate of the owner: Easement (10) The date of completion: August 27, 2024
I, Carlton Thompson, say I am the City Engineer for the City of Concord, owner of the aforesaid interest or estate in the property described in the above Notice of Completion, and as such, make this verification on behalf of City of Concord; and that I have read the above Notice of Completion and know the contents thereof and that the facts stated therein are true of my own knowledge. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Executed on ___________________________, 20____, at
Concord, California
______________________________________
Carlton Thompson, PE, City Engineer (Signature)
ATTEST:
______________________________________
Joelle Fockler, MMC
City of Concord City Clerk

Staff Report
Date: August 27, 2024
To: City Council
From: Valerie J. Barone, City Manager
Reviewed by: Kevin Marstall, PE, Director of Community Development Carlton Thompson, PE, City Engineer
Bernard Enrile, PE, CIP Manager
Prepared by: Aldrich Bautista, PE, Associate Civil Engineer [email protected]
(925) 671-3028
Subject: Considering accepting improvements for the Kirker Pass Road Sanitary Sewer Repair Project (Project No. 2536); and directing the City Clerk to file a Notice of Completion.

Report in Brief
APB General Engineering, Inc. of San Pablo, CA (APB) has completed all work associated with the Kirker Pass Road Sanitary Sewer Repair Project (Project No. 2536) (Project) and has provided the required one-year construction warranty bond and is now ready for Project acceptance.

The Project consisted of replacing a sewer main on Kirker Pass Road near the intersection at Clayton Road. See Attachment 1 for Project location map. The existing sewer was in poor condition and had created on-going maintenance issues for many years.

Recommended Action
Accept improvements for the Kirker Pass Road Sanitary Sewer Repair Project (Project No. 2536); and direct the City Clerk to file a Notice of Completion.

Background
On May 23, 2023, the City Council (Council) awarded the Project construction contract to APB General Engineering, Inc. of San Pablo, CA (APB) in the amount of $293,251.

Construction for the Project began August 2023.

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City Council Agenda Report
Agenda Item No.4.d
August 27, 2024
The Project consisted of replacing a sewer main on Kirker Pass Road near the intersection at Clayton Road, as shown on Attachment 1. The existing sewer was in poor condition and had created on-going maintenance issues for many years. Work included construction of new sanitary sewer maintenance access hole structures, and reconnection of an existing side sewer.

Construction for the Project was completed within the allotted budget and allocated construction working days. The overall construction timeline was lengthened due to material lead times resulting in a substantial amount of non-working days or suspension of working days.

Analysis
APB has completed all improvements for the Project and City staff has inspected the work, which is in compliance with the Project plans and specifications. APB has provided the 10% warranty bond, which guarantees the work from material and workmanship defects for one (1) year.

Financial Impact
The construction contract was completed in the amount of $ 293,251, which is within the original construction contract with the approved 10% contingency.

The total budget for the Project was $817,600, which included design, project management, and rebid costs, and was funded by Sanitary Sewer Operation Funds (Fund 710).

Public Contact
The City Council Agenda was posted.

Attachments

1. Location Map

2. Notice of Completion

ATTACHMENT 1
Project Location Map
Kirker Pass Road Sanitary Sewer Repair Project - Project No. 2536 Project
Location

RECORDING REQUESTED BY AND WHEN
RECORDED MAIL TO:

City Clerk
City of Concord
1950 Parkside Drive MS/03
Concord, CA 94519
APN(s): __ _n/a
(Space Above This Line for Recorder’s Use Only)
[Exempt from recording fee per Gov. Code § 27383]

NOTICE OF COMPLETION
(Cal. Civ. Code §§ 8180-8190, 8100-8118, 9200-9208)
A. The City of Concord, a California municipal corporation, entered into a written contract with APB General Engineering, Inc. (Contractor) dated May 23, 2023. The surety on said contract is held by Philadelphia indemnity Insurance Company, Bala Cynwyd, PA 19004-0950.

B. NOTICE IS HEREBY GIVEN THAT:
(1) The name and address of the owner or reputed owner are:

City of Concord, 1950 Parkside Drive, Concord, CA 94519-2578 (2) The name and address of the direct contractor are:

APB General Engineering, Inc. 2721 Kevin Road, San Pablo, CA 94806, (3) The name and address of the construction lender, if any, are:

Not applicable
(4) A description of the site sufficient for identification, including the street address of the site, if any, follows:

The real property herein referred to is situated in the City of Concord, County of Contra Costa, State of California, and is described as follows: Kirker Pass Road near the intersection at Clayton Road.

See attached Location Map.
(5) The name, address, and relationship to the parties of the person giving the notice:

City of Concord, a California Municipal Corporation, 1950 Parkside Drive, Concord, CA 94519; person giving notice and owner.
(6) The person giving this notice is not a claimant
(7) This notice is given for (check one):

X Completion of the work of improvement as a whole.
___ Completion of a contract for a particular portion of the work of improvement. If the notice is given only of completion of a contract for a particular portion of the work of improvement as provided in California Civil Code Section 8186, provide the following information:
(a) The name and address of the direct contractor under that contract: See item B(2), above. (b) A general statement of the work provided pursuant to the contract: See item A above. (8) If signed by the owner’s successor in interest, the name and address of the successor’s transferor:

Not applicable
(9) The nature of the interest or estate of the owner: Easement (10) The date of completion: August 27, 2024
I, Carlton Thompson, PE, say I am the City Engineer for the City of Concord, owner of the aforesaid interest or estate in the property described in the above Notice of Completion, and as such, make this verification on behalf of City of Concord; and that I have read the above Notice of Completion and know the contents thereof and that the facts stated therein are true of my own knowledge. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Executed on ___________________________, 20____, at
Concord, California
______________________________________
Carlton Thompson, PE, City Engineer (Signature)
ATTEST:
______________________________________
Joelle Fockler, MMC
City of Concord City Clerk
Attachment 2

Staff Report
Date: August 27, 2024
To: City Council
From: Valerie J. Barone, City Manager
Reviewed by: Kevin Marstall, PE, Director of Community Development Carlton Thompson, PE, City Engineer
Bernard Enrile, PE, CIP Manager
Prepared by: Tianjun Cao, PE, Associate Civil Engineer
[email protected]
(925) 671-3243
Subject: Considering the following actions in relation to the Citywide Traffic System Upgrade Phase Project (Project No. 2574), which will upgrade traffic signal equipment at 45 intersections Citywide:

1. Award of a Construction Contract in the amount of
$1,096,980.50 to St Francis Electric, LLC and authorizing Staff to utilize the available project contingency for contract change orders up to 20% of the contract amount; and authorizing the Mayor to execute the contract in a form acceptable to the City Attorney; and make CEQA determination as provided in this staff report; (Funded by Highway Safety Improvements
Program Grant Funds, Measure V, and Measure J Funds); and

2. Approval of a Professional Services Agreement with Park Engineering in the not-to-exceed amount of $253,000 for construction management and inspection services; and
authorize the City Manager to execute the agreement in a form acceptable to the City Attorney; and

3. Authorizing the City Engineer to accept the improvements upon completion of Project No. 2574 and directing the City Clerk to file a Notice of Completion.

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City Council Agenda Report
Agenda Item No. 4.e
August 27, 2024
CEQA: Not a project/exempt per CEQA Guidelines Sections 15060 (c), 15061 (b)(3), 15273, 15378, 15301, 15302, 15304, and/or Public Resources Code Section 21065.

Report in Brief
The Citywide Traffic System Upgrade Phase 2 Project (Project No. 2574) (Project) will upgrade traffic signal equipment at 45 intersections citywide. See attached location map and intersection list (Attachment 1). The Federal project number is HSIPL-5135(060).

The Project has been designed and competitively bid; and is at the point of construction contract award. If award is approved by the City Council (Council), Project construction is expected to begin in late September 2024 and be completed by January 2025, weather permitting.

As a part of this project, the remaining six traffic signal cabinets painted through Concord Art Association and the City’s Phase III.b Utility Box Artwork Program will be installed. The remaining six locations include: Clayton Rd at Coventry Rd/Sixth St.; Clayton Rd at Denkinger Ct.; Concord Blvd at Farm Bureau Rd.; Concord Blvd at West St.; Concord Blvd at Bailey Rd.; and Concord Blvd at Kirker Pass Rd.

Recommended Action

1. Award a Construction Contract in the amount of $1,096,980.50 to St Francis Electric, LLC for the Citywide Traffic System Upgrade Phase 2 Project (Project No. 2574) and authorizing Staff to utilize the available project contingency for contract change orders up to 20% of the contract amount; and authorizing the Mayor to execute the contract in a form acceptable to the City Attorney; and make CEQA determination as provided in this staff report; and

2. Approve a Professional Services Agreement with Park Engineering in the not- to-exceed amount of $253,000 for construction management and inspection services; and authorize the City Manager to execute the agreement in a form acceptable to the City Attorney; and

3. Authorize the City Engineer to accept the improvements upon completion of Project No. 2574 and directing the City Clerk to file a Notice of Completion.

Background
On November 2, 2020, the City of Concord (City) applied for Highway Safety Improvement Program (HSIP) grant funding for the Project. On May 11, 2021, the State Department of Transportation (Caltrans) notified the City that the HSIP grant application was approved. At the same time, Caltrans approved the authorization of the use of state funding for the preliminary engineering (PE) phase of the Project. On June 22, 2021, Council accepted the grant funds and approved the local match for the approved HSIP

City Council Agenda Report
Agenda Item No. 4.e
August 27, 2024
grant funds. On June 2, 2022, Caltrans approved authorization to move forward with construction.

The Project design began in November 2021 and was at the 100% design stage in May 2022. Due to a funding shortfall, the City requested federal funding through Congressman DeSaulnier’s office. Congressman DeSaulnier supported the request and was successful and obtaining $631k of funding; however, the long federal appropriations process caused the Project design to be on hold for nearly two years. In order to move forward with as much of the Project scope as possible, the City received approval from Caltrans to split the Project into two phases that would act as one overall project. The second phase is listed under Project No. 2698, with the goal of going out for construction bids in Fall 2024. Final design for the current Project concluded in June 2024.

Specific traffic signal equipment upgrades in the Project include signal cabinets, signal controllers, pedestrian signal heads, pedestrian push buttons, signal head back plates, and programming leading pedestrian interval (LPI) for select intersections. Although the construction contract awarded is only for the first phase, the construction management contract will cover services for both phases of the overall project (Project Nos. 2574 and 2698). Six of the new traffic signal cabinets have already been painted by the Concord Art Association and are awaiting installation; no existing painted cabinets will be removed through this work.

On September 13, 2016, Council approved a Citywide Project Stabilization Agreement (PSA) with the Contra Costa Building & Trades Council for projects with a construction contract valued at over $750,000. The Project will be subject to the requirements of the PSA. The prospective bidders for the Project were made aware of this requirement as part of the bid documents.

Procurement Process
The Project was advertised for construction bids as required by state law and City policy. The Engineer’s Estimate for the Total Bid is $1,400,000. Bids were opened on July 18, 2024. Five (5) bids were received in the amount ranging from $1,096,980.50 to $3,060,870. The basis of award for the Project is the Total Bid. The lowest bid was received from St Francis Electric, LLC of San Leandro, CA (SFE). A summary of the three lowest bids is as follows:

BID

SCHEDULE
Engineer's
Estimate
St Francis
Electric, LLC
DC Electric
Group, Inc.

Tennyson
Electric, LLC
Total Bid $1,400,000 $1,096,980.50 $1,343,551.00 $1,777,885.00 SFE was the low bidder and submitted a responsive and responsible bid. SFE has an appropriate and valid contractor’s license and satisfactory work references.

City Council Agenda Report
Agenda Item No. 4.e
August 27, 2024
City staff (Staff) completed analysis of SFE’s bid, determining that this firm possesses an appropriate and valid license, and is not on any debarred lists. SFE is registered with the Department of Industrial Relations as required by SB 854. SFE and their subcontractors have agreed to be bound to the Citywide PSA. Should Council award this contract, the Total Bid will be constructed.

Staff issued a Request for Proposal (RFP) to select a consultant to provide construction management services on June 20, 2024. The RFP was advertised in the local newspaper and on the City’s Procurement Website. Three (3) proposals were received, which were reviewed and ranked by the selection committee.

Based on the analysis of the proposals, interviews, and references, Park Engineering (Park) of Orinda, CA was selected as the most qualified firm to provide construction management services for the Project. Staff and Park negotiated the scope of work and cost for the services and agreed upon $253,000 (base contract amount of $230,000 and a 10% contingency in the amount of $23,000) as a fair and reasonable compensation for the services. Since materials testing services is not part of the current contract, Park does not need to be bound to the Citywide PSA. However, if materials testing services were to be added to the contract via an amendment, then Park and their potential materials testing sub-consultant will agree to be bound to the Citywide PSA for materials testing services.

Financial Impact
The current budget for the Project is $2,517,800 and is funded by State HSIP Grant Funds (Fund 402), Measure V (Fund 490), and Measure J Local (Fund 475) funds. The bid prices received from SFE were under the Engineer’s estimate, resulting in additional funds being available. The $631k of funding received through Congressman DeSaulnier will be applied to the second project phase (Project No. 2698) occurring later this year.

There are sufficient funds in the Project to fully fund the Project for construction, a 20% construction contingency, construction management and inspection services, and Staff time.

Environmental Determination
Pursuant to CEQA Guidelines Sections 15060 (c), 15061 (b)(3), 15273, 15378, and Public Resources Code Section 21065, award of this contract and agreement is not subject to environmental review under the California Environmental Quality Act (CEQA) of 1970, as amended, as it will not result in a direct or reasonably foreseeable indirect physical change in the environment. In the alternative, award of this contract is exempt under CEQA Guidelines Sections 15301 – Existing Facilities, 15302 – Replacement and Reconstruction, and 15304 – Minor Alterations to Land, as it involves upgrading existing traffic signal equipment. No unusual circumstances exist and none of the exceptions under CEQA Guidelines Section 15300.2 applies. This determination reflects the City’s

City Council Agenda Report
Agenda Item No. 4.e
August 27, 2024
independent judgement and analysis. The Notice of Exemption was filed with the County on June 23, 2021 as part of the grant application process.

Public Contact
The City Council Agenda was posted.

Attachments

1. Location Map and Intersection List

2. Bid Summary

3. Construction Contract with St Francis Electric, LLC

4. Professional Services Agreement with Park Engineering, with Exhibit A – Fee Proposal

Attachment 1

Location Map
Citywide Traffic System Upgrade Phase 2 Project
City Project No. 2574

Project Intersections

Number Intersection
1 Clayton Road at Alberta Way and Terry Lynn Lane
2 Clayton Road at Babel Lane
3 Clayton Road at Claycord Avenue
4 Clayton Road at Colfax Street and Sunset Avenue
5 Clayton Road at Denkinger Court
6 Clayton Road at Ellis Street
7 Clayton Road at Grant Street
8 Clayton Road at Mendocino Drive
9 Clayton Road at Sixth Street and Coventry Road
10 Clayton Road at The Alameda
11 Clayton Road at Washington Boulevard
12 Clayton Road at West Street and Lavetta Way
13 Concord Avenue at Bisso Lane
14 Concord Avenue at Bonifacio Street and Harrison Street 15 Concord Avenue at John Glenn Drive
16 Concord Avenue at Pacheco Street
17 Concord Avenue at Stanwell Drive
18 Concord Avenue at Via De Mercados
19 Concord Boulevard at Ayers Road
20 Concord Boulevard at Bailey Road
21 Concord Boulevard at Colfax Street
22 Concord Boulevard at Denkinger Road
23 Concord Boulevard at Farm Bureau Road
24 Concord Boulevard at Landana Drive
25 Concord Boulevard at Mt. Diablo Street
26 Concord Boulevard at Parkside Drive
27 Concord Boulevard at Thornwood Drive
28 Concord Boulevard at West Street
29 Galindo Street at Laguna Street and Oak Street
30 Kirker Pass Road at Concord Boulevard
31 Monument Boulevard at Carey Lane and Nursery Lane
32 Monument Boulevard at Reganti Drive
33 Oak Grove Road at Minert Road
34 Port Chicago Highway at Sunset Avenue
35 Treat Boulevard at Bel Air Drive
36 Treat Boulevard at Navaronne Way
37 Treat Boulevard at San Miguel Road
38 Treat Boulevard at San Simeon Drive
39 Treat Boulevard at Turtle Creek Road
40 Treat Boulevard at Winton Drive
41 Willow Pass Road at Colfax Street
42 Willow Pass Road at Gateway Boulevard
43 Willow Pass Road at I‐680 NB On/Off Ramps
44 Willow Pass Road at I‐680 SB On/Off Ramps
45 Willow Pass Road at Sutter Street

City of Concord
Bid Sheet
PROJECT #2574 Bid Opening:

Citywide Traffic System Upgrade Phase 2 Thursday,
July 18, 2024
2:00 p.m.

City Manager's Conference Room
Engineer’s Estimate: $1,400,000 To be awarded:

COMPANY TOTAL BID
St Francis Electric, LLC
975 Carden Street
San Leandro, CA 94577
DIR No. 1000022208
$1,096,980.50
DC Electric Group Inc
605 W. Sierra Ave
P.O. Box 7525
Cotati, CA 94931
$1,392,831.00
$1,343,551.00
Tennyson Electric LLC
7275 National Drive Ste A2
Livermore, CA 94550
$1,777,885.00
Bear Electrical Solutions
P.O. Box 924
Alviso, CA 95002
$1,861,860,00
$1,961,360.00
Columbia Electric Inc
1980 Davis Street
San Leandro CA, 94577
DIR No. 1000001478
$3,060,870.00
Co
ntact: Tianjun Cao x3243
Attachment 2

CONTRACT
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THIS CONTRACT made and entered into this August 27, 2024, between the CITY OF CONCORD, a general law city in Contra Costa County, California, hereinafter called "City", and St Francis Electric, LLC, 975 Carden St, San Leandro, CA 94577, hereinafter called "Contractor", for Citywide Traffic System Upgrade Phase 2 Project, City Project No. 2574.

1. That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by City, and under the conditions expressed in the two bonds attached hereto, the Contractor agrees with the City, at its his own cost and expense, to do all the work and furnish all the materials, except such as may be furnished by the City, as set forth in the Specifications, necessary to construct and complete in a good, workmanlike and substantial manner and to the satisfaction of the City the following work: mobilization, traffic control, traffic signal equipment upgrades, storm water pollution control, and miscellaneous concrete work; and all other work shown on the Plans and such other items or details that are required by the Plans, and specified in the Special Provisions, and also in accordance with all provisions of the 2023 edition of the State Standard Specifications, which said Special Provisions and State Standard Specifications are hereby specially referred to and by such reference made a part hereof.

The work to be done is shown on the Plans provided to Contractor in connection with the work to be performed hereunder, which Plans are hereby made a part of this contract.

2. The Contractor agrees to receive and accept $1,096,980.50 as full compensation for furnishing all materials and for doing all the work contemplated and embraced in this agreement; also for all loss or damage, arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen difficulties or obstruction which may arise or be encountered in the prosecution of the work until its acceptance by the City, and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work and for well and faithfully completing the work, and the whole thereof, in the manner and according to the Plans and Specifications, and the requirements of the Engineer under them.

3. The City hereby promises and agrees with the Contractor to employ, and does hereby employ, the Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the price aforesaid, and hereby contracts to pay the same at the

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28 time, in the manner and upon the conditions as provided; and the said parties for themselves, their heirs, executors, administrators, successors and assigns, do hereby agree to the full performance of the covenants herein contained.

4. Burden of Proof and Limitations. Contractor bears the burden of proving entitlement to and the amount of any claimed damages. Contractor is not entitled to damages calculated on a total cost basis but must prove actual damages. Contractor is not entitled to speculative, special, or consequential damages, including home office overhead or any form of overhead not directly incurred at the Project site or any other Worksite; lost profits; loss of productivity; lost opportunity to work on other projects; diminished bonding capacity; increased cost of financing for the Project; extended capital costs; non- availability of labor, material or equipment due to delays; or any other indirect loss arising from the Contract. The Eichleay Formula or similar formula will not be used for any recovery under the Contract.

The City will not be directly liable to any Subcontractor or supplier.

5. Contractor is an independent contractor and is solely responsible for all acts of its employees, agents, or subcontractors, including any negligent acts or omissions. Contractor is not City’s employee and Contractor shall have no authority, expressed or implied, to act on behalf of the City as an agent, or to bind the City to any obligation whatsoever, unless the City provides prior written authorization to Contractor.

6. The Contract Documents may not be modified orally or in any manner other than by an agreement of the parties, in writing.

7. The Contract Documents, including but not limited to SP 9.09, are intended to provide the exclusive procedures for submission and resolution of Claims of any amount and apply in addition to the provisions of Public Contract Code § 9204 and §§ 20104 et seq., which are incorporated by reference herein.

8. Waiver of a breach or default under the Contract Documents shall not constitute a continuing waiver or a waiver of a subsequent breach of the same or any other provision of the Contract.

9. If any term of the Contract Documents (including any phrase, provision, covenant, or condition) is held by a court of competent jurisdiction to be invalid or unenforceable, the Contract Documents shall be construed as not containing that term, and the remainder of this Agreement shall

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28 remain in full force and effect; provided, however, this section shall not apply to the extent that enforcement of the Contract Documents without the term would be grossly inequitable under all the circumstances or would frustrate the purposes of the Contract Documents.

10. Time is of the essence to the terms of this contract.

NOTICE TO CONTRACTOR: If a corporation, attach a certified copy of the Bylaws or the Resolution of the Board of Directors authorizing execution of this contract and the bonds required hereby.

IN WITNESS WHEREOF, the parties to these presents have executed this contract the year and date first above written.

St Francis Electric, LLC
a California corporation
By:_______________________________
Contractor

CITY OF CONCORD,
a municipal corporation
By:________________________________
Mayor
Email:[email protected]__________
APPROVED AS TO FORM:

By:________________________________
City Attorney
ATTEST:

By:________________________________
City Clerk

FINANCE DIRECTOR FUND CERTIFICATION

GL CODE ACCOUNT CODE AMOUNT
402-9500-C999-74200 402-2574-215-74200 $953,680.50
490-9500-C999-74200 490-2574-115-74200 $143,300.00

I hereby certify that adequate funds exist or will be received during the 24/25 Fiscal Year to pay for the anticipated expenses to be incurred pursuant to this contract.

Director of Finance

AGREEMENT FOR PROFESSIONAL SERVICES
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28 THIS AGREEMENT (“Agreement”) is entered into on August 27, 2024, between the City of Concord (“CITY”) and Park Engineering, 372 Village Square, Orinda, CA 94563 (“CONSULTANT”).

THE PARTIES ENTER THIS AGREEMENT based upon the following facts, understandings, and intentions:

The CITY desires to contract with CONSULTANT to provide the professional services described in Section 2 of this Agreement, upon the terms and conditions hereinafter set forth.

NOW, THEREFORE, IN CONSIDERATION of the mutual covenants and promises of the parties herein contained, the parties hereto agree as follows:

1. TERM. This Agreement shall commence on August 27, 2024 and expire on June 30, 2025.

2. SCOPE OF SERVICES. Subject to such policy direction and approvals provided by the CITY's Authorized Representative, CONSULTANT shall provide consulting services for construction management and inspection for PJ2574/2698: Citywide Traffic System Upgrade Phase 2 Project, described in detail in Exhibit A, a proposal from Park Engineering dated July 29, 2024, attached hereto and made a part hereof. CITY retains all rights of approval and discretion with respect to the projects and undertakings contemplated by this Agreement.

3. PAYMENT. The compensation to be paid to CONSULTANT including payment for professional services and reimbursable expenses, shall be at the rate and schedules in detail in Exhibit A. However, in no event shall the amount CITY pays CONSULTANT exceed Two Hundred and Fifty Three Thousand Dollars ($253,000) for the term of this Agreement. The total includes the sum of the base contract of Two Hundred and Thirty Thousand ($230,000) and a 10% contingency of Twenty Three Thousand Dollars ($23,000). Any Amendment to this Agreement that includes an increase to this compensation amount shall be made in accordance with Section 5 below.

CONSULTANT may submit monthly statements for services rendered; all statements shall include adequate documentation demonstrating work performed during the billing period. It is intended that CITY review such statement and pay CONSULTANT for services rendered within 30 days of receipt of a statement that meets all requirements of this Agreement. Payment by CITY shall not be

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28 deemed a waiver of unsatisfactory work, even if such defects were known to the CITY at the time of payment.

4. AUTHORIZED REPRESENTATIVES. Authorized representatives shall represent CITY and CONSULTANT in all matters pertaining to the services to be ordered by CITY or rendered by CONSULTANT under this Agreement except where approval for the CITY is specifically required by the City Council. The CITY’s authorized representative is Carlton Thompson, City Engineer of the Community Development Department. The CONSULTANT’s authorized representative is Steve Patterson, Vice President.

5. AMENDMENT TO AGREEMENT. This Agreement may be amended in writing, subject to approval by both parties. If additional services are requested by CITY other than as described in the above Scope of Services, this Agreement may be amended, modified, or changed by the parties subject to mutual consent and in accordance with the CITY’s Municipal Code by execution of an Amendment by authorized representatives of both parties setting forth the additional scope of services to be performed, the performance time schedule, and the compensation for such services.

A. Amendment for Additional Compensation. CITY’s Authorized Representative is authorized to execute amendments to the Agreement on behalf of CITY, including amendments providing for additional compensation to CONSULTANT not to exceed the Minimum Threshold, including the base contract amount, throughout the term of this Agreement. “Minimum Threshold” means the dollar amount over which Council approval is required during each fiscal year as set forth in Concord City Council Resolution 21-43 pursuant to Concord Municipal Code Section

3.10.040(a). The Minimum Threshold for Fiscal Year 2022-23 is $80,000 and increases by $5,000 each subsequent fiscal year such that by Fiscal Year 2026-27 the Minimum Threshold is $100,000. Any additional compensation to CONSULTANT that is greater than the Minimum Threshold, including the base contract amount, must be approved by City Council. CONSULTANT’s failure to secure CITY’s written authorization for additional compensation or changes to the Scope of Work shall constitute a waiver of any and all right to adjustment in the price or time due, whether by way of compensation, restitution, quantum merit, or similar relief.

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28 6. INDEPENDENT CONTRACTOR. Both parties understand and acknowledge that CONSULTANT, its agents, employers and subcontractors are and shall at all times remain as to the CITY wholly independent contractors. Neither the CITY nor any of its officers or employees shall have any control over the manner by which the CONSULTANT performs this Agreement and shall only dictate the results of the performance. CONSULTANT shall not represent that CONSULTANT or its agents, employees or subcontractors are agents or employees of the CITY, and CONSULTANT shall have no authority, express or implied, to act on behalf of the CITY in any capacity whatsoever as an agent, and shall have no authority, express or implied, to bind the CITY to any obligation whatsoever, unless otherwise provided in this Agreement.

As an independent contractor, CONSULTANT shall not be eligible for any benefits, which the City may provide to its employees and all persons, if any, hired by CONSULTANT shall be employees or subcontractors of CONSULTANT and shall not be construed as employees or agents of the CITY in any respect. CONSULTANT shall receive no premium or enhanced pay for work normally understood as overtime, i.e., hours that exceed forty (40) hours per work week, or work performed during non- standard business hours, such as in the evenings or on weekends. CONSULTANT shall not receive a premium or enhanced pay for work performed on a recognized holiday. CONSULTANT shall not receive paid time off for days not worked, whether it be in the form of sick leave, administrative leave, or for any other form of absence. CONSULTANT shall pay all taxes, assessments and premiums under the federal Social Security Act, any applicable unemployment insurance contributions, Workers Compensation insurance premiums, sales taxes, use taxes, personal property taxes, or other taxes or assessments now or hereafter in effect and payable by reason of or in connection with the services to be performed by CONSULTANT.

7. STANDARD OF PERFORMANCE. CONSULTANT represents and warrants to CITY that CONSULTANT is skilled and able to provide such services described in the Scope of Work and that such services shall be performed in an expeditious manner, and with the degree of skill and care that is required by current, good, and sound procedures and practices. CONSULTANT further agrees that the services shall be in conformance with generally accepted professional standards

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28 prevailing at the time work is performed.

8. PERFORMANCE BY CONSULTANT. CONSULTANT shall not employ other consultants, subconsultants, experts, or contractors without the prior written approval of the CITY.

Notwithstanding the foregoing, CITY shall not be obligated or liable for payment hereunder to any party other than the CONSULTANT. CONSULTANT hereby designates the CONSULTANT’S representative as the person primarily responsible for the day-to-day performance of CONSULTANT'S work under this Agreement. CONSULTANT shall not change the CONSULTANT’S representative without the prior written consent of the CITY. Unless otherwise expressly agreed by the CITY, CONSULTANT'S representative shall remain responsible for the quality and timeliness of performance of the services, notwithstanding any permitted or approved delegation hereunder.

9. OWNERSHIP AND MAINTENANCE OF DOCUMENTS. All documents furnished by CONSULTANT pursuant to this Agreement are instruments of CONSULTANT’s services in respect to this project. They are not intended nor are represented to be suitable for reuse by others except CITY on extensions of this project or on any other project. Any reuse without specific written verification and adoption by CONSULTANT for the specific purposes intended will be at user’s sole risk and without liability or legal exposure and expenses to CONSULTANT, including attorney’s fees arising out of such unauthorized reuse.

CONSULTANT’s records, documents, calculations, and all other instruments of service pertaining to actual project shall be given to CITY at the completion of the project. The CITY reserves the right to specify the file format that electronic document deliverables are presented to the CITY.

Title to all plans, specifications, maps, estimates, reports, manuscripts, drawings, descriptions and other final work products compiled by the CONSULTANT under the Agreement shall be vested in the CITY, none of which shall be used in any manner whatsoever, by any person, firm, corporation, or agency without the expressed written consent of the CITY. Basic survey notes and sketches, charts, computations, and other data prepared or obtained under the Agreement shall be made available, upon request, to the CITY without restriction or limitations on their use. CONSULTANT may retain copies of the above-described information but agrees not to disclose or discuss any information gathered,

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28 discussed or generated in any way through this Agreement without the written permission of CITY during the term of this Agreement, unless required by law.

10. INDEMNIFICATION.

A. For Design Professional Services Only. Pursuant to California Civil Code Section 2782.8, CONSULTANT agrees to indemnify the CITY (including its officers, agents, employees and volunteers) against liability for claims against the CITY that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of CONSULTANT in the performance of this Agreement. The CONSULTANT will reimburse the CITY for any expenditures, including reasonable attorney fees, incurred by the CITY in defending against claims ultimately determined to arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the CONSULTANT.

B. For All Other Services. CONSULTANT agrees to defend, indemnify and hold harmless the CITY (including its officers, officials, employees, agents and volunteers) from and against all claims, demands, actions, losses, damages, injuries, and liability (including all attorney’s fees and other litigation expenses) arising out of the CONSULTANT’s performance under the terms of this Agreement. This indemnification obligation on CONSULTANT’s part shall not apply to the demands, actions, losses, damages, injuries, and liability arising out of the sole negligence or willful misconduct on the part of the CITY.

11. INSURANCE. CONSULTANT shall, at its own expense, procure and maintain in full force at all times during the term of this Agreement the following insurance:

A. Commercial General Liability Coverage. CONSULTANT shall maintain commercial general liability insurance with limits of no less than one million dollars ($1,000,000) combined single limit per occurrence or two million dollars ($2,000,000) aggregate limit for bodily injury, personal injury, and property damage.

B. Automobile Liability Coverage. CONSULTANT shall maintain automobile liability insurance covering all vehicles used in the performance of this Agreement providing a one million dollar ($1,000,000) combined single limit per occurrence for bodily injury, personal injury,

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28 and property damage.

C. Professional Liability Coverage (Errors and Omissions). CONSULTANT shall maintain professional liability insurance with coverage for all negligent errors, acts or omissions committed by CONSULTANT, its agents and employees in the performance of this Agreement. The amount of this insurance shall be not less than one million dollars ($1,000,000) on a claims made annual aggregate basis or a combined single limit per occurrence basis.

D. Compliance with State Workers' Compensation Requirements.

CONSULTANT covenants that it will insure itself against liability for Workers' Compensation pursuant to the provisions of California Labor Code §3700, et seq. CONSULTANT shall, at all times, upon demand of the City, furnish proof that Workers' Compensation Insurance is being maintained by it in force and effect in accordance with the California Labor Code. The insurer shall also agree to waive all rights of subrogation against the CITY, its officers, officials, employees and volunteers for losses arising from work performed by CONSULTANT for CITY. This provision shall not apply upon written verification by CONSULTANT that CONSULTANT has no employees.

E. Other Insurance Provisions. The policies are to contain, or be endorsed to contain the following provisions:
(1) Additional Insured. CITY, its officers, agents, employees, and volunteers are to be covered as an additional insured as respects: Liability arising out of activities performed by or on behalf of CONSULTANT and operations of CONSULTANT, premises owned, occupied, or used by CONSULTANT. The coverage shall contain no special limitations on the scope or protection afforded to CITY, its officers, officials, employees, or volunteers.

Except for worker's compensation and professional liability insurance, the policies mentioned in this subsection shall name CITY as an additional insured and provide for notice of cancellation to CITY. CONSULTANT shall also provide timely and prompt notice to CITY if CONSULTANT receives any notice of cancellation or nonrenewal from its insurer. (2) Primary Coverage. CONSULTANT'S insurance coverage shall be primary insurance with respect to CITY, its officers, officials, employees, and volunteers. Any

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28 insurance, risk pooling arrangement, or self-insurance maintained by CITY, its officers, officials, employees, or volunteers shall be in excess of CONSULTANT'S insurance and shall not contribute with it.
(3) Reporting Provisions. Any failure to comply with the reporting provisions of the policy shall not affect the coverage provided to the CITY, its officers, officials, employees, or volunteers.
(4) Verification of Coverage. CONSULTANT shall furnish CITY with certificates of insurance and the original endorsements effecting coverage required by this Agreement.

The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The aforementioned policies shall be issued by an insurance carrier having a rating of Best A-7 or better which is satisfactory to the City Attorney and shall be delivered to CITY at the time of the execution of this Agreement or before work commences. Such policies and certificates shall be in a form approved by the City Attorney. CITY reserves the right to require complete certified copies of all required insurance policies at any time.

12. TIME OF PERFORMANCE. The time of performance of the services under this Agreement is of the essence, and all time deadlines identified in this Agreement or Scope of Services shall be strictly construed.

13. SUSPENSION OF WORK. CITY may, at any time, by ten (10) days’ written notice, suspend further performance by CONSULTANT. All suspensions shall extend the time schedule for performance in a mutually satisfactory manner, and CONSULTANT shall be paid for services performed and reimbursable expenses incurred prior to the suspension date. During the period of suspension, CONSULTANT shall not receive any payment for services, or expenses, except for reasonable administration expenses, incurred by CONSULTANT by reason of such suspension.

14. TERMINATION. CITY may terminate this Agreement for any reason upon ten (10) days written notice to the other party. CITY may terminate the Agreement upon five (5) days written notice if CONSULTANT breaches this Agreement. In the event of any termination, CONSULTANT shall promptly deliver to the CITY any and all finished and unfinished reports or other written, recorded,

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28 photographic, or visual materials, documents, data, and other deliverables (“Work Materials”) prepared for the CITY prior to the effective date of such termination, all of which shall become CITY’s sole property. After receipt of the Work Materials, CITY will pay CONSULTANT for the services performed as of the effective date of the termination.

15. COMPLIANCE WITH CIVIL RIGHTS. During the performance of this contract, CONSULTANT agrees as follows:

A. Equal Employment Opportunity. In connection with the execution of this Agreement, CONSULTANT shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, or national origin. Such actions shall include, but not be limited to, the following: employment, promotion, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rate of pay or other forms of compensation; and selection for training including apprenticeship.

B. Nondiscrimination Civil Rights Act of 1964. CONSULTANT will comply with all federal regulations relative to nondiscrimination in federally assisted programs.

C. Solicitations for Subcontractors including Procurement of Materials and Equipment. In all solicitation, either by competitive bidding or negotiations, made by CONSULTANT for work to be performed under a subcontract including procurement of materials or leases of equipment, each potential subcontractor, supplier or lessor shall be notified by CONSULTANT of CONSULTANT’S obligation under this Agreement and the regulations relative to nondiscrimination on the grounds of race, religion, color, sex, or national origin.

16. CONFLICT OF INTEREST.

A. CONSULTANT covenants and represents that neither it, nor any officer or principal of its firm, has, or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of CITY or which would in any way hinder CONSULTANT’s performance of services under this Agreement. CONSULTANT further covenants that in the performance of the Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the CITY. CONSULTANT agrees to at all

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28 times avoid conflicts of interest, or the appearance of any conflicts of interest, with the interests of the CITY in the performance of this Agreement.

B. CONSULTANT is not a designated employee within the meaning of the Political Reform Act because CONSULTANT:
(1) Will conduct research and arrive at conclusions with respect to its rendition of information, advice, recommendation or counsel independent of the control and direction of the CITY or of any CITY official, other than normal contract monitoring; and (2) Possesses no authority with respect to any CITY decision beyond the rendition of information, advice, recommendation or counsel. (2 Cal. Code Regs. § 18700(a)(2).)

17. COMPLIANCE WITH LAWS. CONSULTANT shall comply with all applicable Federal, State of California, and local laws, rules, and regulations and shall obtain all applicable licenses, including a business license with the City of Concord, and permits for the conduct of its business and the performance of the services. CONSULTANT shall ensure that all of its officers, employees, agents, and subcontractors who: (i) enter CITY premises in connection with the services to be performed by CONSULTANT hereunder, and/or (ii) have in-person contact with CITY officers, officials, employees, subcontractors, agents, and volunteers, and/or members of the public, in connection with the services to be performed by CONSULTANT hereunder, comply with all applicable Federal, State of California, Contra Costa County, and local laws, rules, and regulations, whichever is the most restrictive, regarding COVID-19 or similar public health matters, including regarding vaccinations, testing, reporting, social distancing, social gathering, mask wearing, and associated requirements.

18. CHOICE OF LAW. This Agreement shall be construed and interpreted in accordance with the laws of the State of California, excluding any choice of law rules which may direct the application of the laws of another jurisdiction. In the event that suit shall be brought by either party hereunder, the parties agree that trial of such action shall be held exclusively in a state court in the County of Contra Costa, California.

19. NON-WAIVER. The waiver by either party of any breach of any term, covenant, or

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28 condition contained in the Agreement, or any default in their performance of any obligations under the Agreement shall not be deemed to be a waiver of any other breach or default of the same or any other term, covenant, condition, or obligation, nor shall any waiver of any incident of breach of default constitute a continuing waiver of same.

20. ENFORCEABILITY; INTERPRETATION. In the event that any of the provisions or portions of application of any of the provisions of the Agreement are held to be illegal or invalid by a court of competent jurisdiction, CITY and CONSULTANT shall negotiate an equitable adjustment in the provisions of the Agreement with a view toward affecting the purpose of the Agreement. The illegality or invalidity of any of the provisions or portions of application of any of the provisions of the Agreement shall not affect the legality or enforceability of the remaining provisions or portions of application of any of the provisions of the Agreement. This Agreement shall be interpreted as though it was a product of a joint drafting effort and no provisions shall be interpreted against a party on the ground that said party was solely or primarily responsible for drafting the language to be interpreted.

21. INTEGRATION. All exhibits identified in this Agreement are attached hereto and incorporated herein by reference. The Agreement contains the entire agreement and understanding between the parties as to the subject matter of this Agreement. It merges and supersedes all prior or contemporaneous agreements, commitments, representation, writings, and discussions between CONSULTANT and CITY, whether oral or written.

22. SUCCESSORS AND ASSIGNS: NO THIRD PARTY BENEFICIARIES; NO JOINT VENTURE. CITY and CONSULTANT respectively, bind themselves, their successors, assigns, and legal representatives to the terms and obligations of this Agreement. CONSULTANT shall not assign or transfer any interest in the Agreement without the CITY's prior written consent, which consent shall be in the CITY’s sole discretion. Any attempted assignment or transfer in breach of this provision shall be void. This Agreement is not intended and shall not be construed to create any third party benefit. This Agreement is not intended and shall not be construed to create a joint venture or partnership between the parties. CONSULTANT, its officers, employees and agents shall not have any power to bind or commit the CITY to any decision.

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28 23. FINANCIAL RECORDS. Records of CONSULTANT’s direct labor costs, payroll costs, and reimbursable expenses pertaining to this project covered by this Agreement will be kept on a generally recognized accounting basis and made available to CITY if and when required.

24. NOTICES. All notices required hereunder shall be in writing and mailed postage prepaid by certified or registered mail, return receipt requested, or by personal delivery to the CITY's address as shown below, or such other places as CITY or CONSULTANT may, from time to time, respectively, designate in a written notice given to the other. Notice shall be deemed received three (3) days after the date of the mailing thereof or upon personal delivery.

To CITY: Carlton Thompson, City Engineer
Community Development Department
City of Concord
1950 Parkside Drive
Concord, CA 94519-2578
Phone: (925) 671-3182
Fax: (925) 798-8692
Email: [email protected]
To CONSULTANT: Steve Patterson, Vice President
Park Engineering
372 Village Square
Orinda, CA 94563
Phone: (925) 257-2508
Email: [email protected]

25. NON-LIABILITY. No member of the CITY and no other officer, employee or agent of the CITY shall be personally liable to CONSULTANT or otherwise in the event of any default or breach of the CITY, or for any amount which may become due to CONSULTANT or any successor in interest, or for any obligations directly or indirectly incurred under the terms of this Agreement.

26. EXECUTION . Each individual or entity executing this Agreement on behalf of CONSULTANT represents and warrants that he or she or it is duly authorized to execute and deliver this Agreement on behalf of CONSULTANT and that such execution is binding upon CONSULTANT.

This Agreement may be executed in several counterparts, each of which shall constitute one and the same instrument and shall become binding upon the parties when at least one copy hereof shall have been signed by both parties hereto. In approving this Agreement, it shall not be necessary to produce

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28 or account for more than one such counterpart.

27. PROJECT STABILIZATION AGREEMENT. On November 15, 2016 the City of Concord, and the Contra Costa Building and Construction Trades Council and its affiliated Unions, entered into a Project Stabilization Agreement (“PSA”) for City construction projects funded in whole or in part with City of Concord funds where the engineer’s estimate or bid amount exceeds $750,000.00 (“Project”). Among other things, the PSA includes requirements for local hire, apprentices, and the veteran Helmets to Hardhats program. Some or all of the work under this Agreement may constitute Covered Work under the PSA, and the PSA requires that Contractor/Employers who enter into a City Construction Contract for any Project sign an “Agreement to be Bound” (Addendum A to the PSA).

Therefore, as a condition of this Agreement, CONSULTANT must (i) sign the Agreement to be Bound, and (ii) require and ensure that affected contractors and subcontractors at any tiers sign the Agreement to be Bound. CONSULTANT acknowledges that it has received copy of the PSA, and has read, understood, and had the opportunity to consult with an attorney regarding the PSA. Capitalized terms in this provision are defined in the PSA; a copy of the PSA is attached hereto as Exhibit B; the original PSA is lodged with the Concord City Clerk, 1950 Parkside Drive, Concord, CA; and additional copies of the PSA may be obtained based on City’s actual costs.

IN WITNESS WHEREOF, the parties have executed this Agreement in one (1) or more copies as of the date and year first written above.

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28 CONSULTANT CITY OF CONCORD, a Municipal
Corporation
By:_________________________________ By:______________________________ Name: Steve Patterson Name: Valerie Barone
Title: Vice President Title City Manager
Address: 372 Village Square Address: 1950 Parkside Drive Orinda, CA 94563 Concord, CA 94519
Telephone: (925) 257-2508 Telephone: (925) 671-3150
Email: [email protected]
APPROVED AS TO FORM: ATTEST:

Susanne Brown Joelle Fockler, MMC
City Attorney City Clerk
Date: _____________________________, 2024
FINANCE DIRECTOR'S CERTIFICATION:

Concord, California
Date: _____________________________, 2024

I HEREBY CERTIFY THAT ADEQUATE FUNDS EXIST OR WILL BE RECEIVED DURING THE CURRENT FISCAL YEAR 2023/24 TO PAY THE ANTICIPATED EXPENSES TO BE INCURRED PURSUANT TO THIS CONTRACT.

THE SUM OF $253,000
Account Code: 4029500C999-74250 / 4022574217-74250 ($227,000) 4759500C999-74250 / 4752574117- 74250 ($26,000)

Finance Director's Signature

Regular
Rate
Overtime
Rate Pre-Con Construction Punchlist /
Close-out

BASE BID
Steve Patterson, PE
Resident Engineer 219.77$ 219.77$ 12 250 40 302 0 66,370.54$ Andy Bodo
Senior Construction Inspector 166.21$ 249.32$ 8 880 20 908 20 155,905.08$ Janet Dowling
Office Engineer 143.04$ 214.56$ 4 40 10 54 0 7,724.16$ 230,000.00$

CONTINGENCIES
Potential Additional Work /
Materials Testing for Project 2698 23,000.00$
253,000.00$

2. Based on 90 working days for Project 2574 and 60 days for Project 2698, per contract documents and the details in RFP. - assumed projects will run consecutively with some overlap of the projects running concurrently.

City of Concord
Citywide Traffic System Upgrade Phase 2 Project
City Project Nos. 2574 & 2698
Name/Classification
Rates Hours
Total
Regular
Hours

3. Potential use of Contingency Funds: Material testing for PJ# 2698 curb ramp improvements

1. Rate includes vehicle, mobile phone, laptop and all equipment required to perform required duties.

Cost
SUB-TOTAL (rounded) =
Total
Overtime
Hours
TOTAL =
10% of Sub-total
Exhibit A
7/29/2024

City of Concord
Citywide Traffic System Upgrade Phase 2 Project
City Project No. 2574 & 2698
Task Narrative
Construction Manager/
Resident Engineer Construction Inspector Office Engineer Hours Hours Hours
8 4
4 2
6 12 8 4
200 150 50
Project correspondence
Submittal reviews
Coordination with utilities
Responding to RFI's
Daily reports
Materials testing summaries
Quantity verifications
Checking certified payrolls
Resolving construction issues
Contract change orders
Weekly project meetings
Project schedule reviews
Tracking of working days
Project filing
Monthly progress payments
Dispute mitigation and resolution
Weekly updates to City
Project accounting and summaries
50 730
Construction inspection
Project documentation
Project photos
Quantity measurements
Quantity calculations
Daily reports
Coordination for materials testing
Verification of materials
Resolving field issues
Verifying layouts and grades
Punchlist
Public relations
Coordination with contractor's field personnel
Verifying and enforcing safety orders
Tracking quantities and extra work
Performing employee interviews
250 880 50
Pre Construction
Pre-Construction Hours
Construction Hours
Set up project files and accounting system
Pre construction meeting
Pre construction photos and documentation
Construction
Contract management and administration:

Construction inspection and acceptance:

City of Concord
Citywide Traffic System Upgrade Phase 2 Project
City Project No. 2574 & 2698
Task Narrative
Construction Manager/
Resident Engineer Construction Inspector Office Engineer Hours Hours Hours
8 12
2 4
24 2 8
4 2 2
2 40 20 10Post-Construction Hours
Final Estimate
Proposed Final Estimate
Final project fiing and accounting
Verifying As-Built plans
Punchlist & Final inspection
Post Construction

Staff Report
Date: August 27, 2024
To: City Council
From: Valerie J. Barone, City Manager
Reviewed by: Steve Voorhies, Director of Parks and Recreation Prepared by: Barbie Gary, Program Manager
[email protected]
(925) 671-3074
Joelle Fockler, MMC, City Clerk
[email protected]
(925) 671-3390
Subject: Considering approval of the Commission on Aging FY 2024-25 and FY 2025-26 workplan.

CEQA: Not a project/exempt pursuant to Public Resources Code Section 21065, CEQA Guidelines Section 15060(c)(2), 15061(b)(3), 15262, and/or 15378.

Report in Brief
The Commission on Aging developed and approved its FY 2024-25 and FY 2025-26 workplan in June 2024, and the City Council is being requested to approve the proposed two-year workplan (Attachment 1).

Recommended Action
Approve the Commission on Aging FY 2024-25 and FY 2025-26 workplan.

Background/Analysis
Concord Municipal Code Section 2.20.140, Powers and responsibilities, states that the Commission on Aging shall develop an annual work program establishing short- and long-term goals in order of priority which will be effective upon approval of the City Council.

4.f4.f

City Council Agenda Report
Agenda Item No. 4.f
August 27, 2024
The Commission on Aging began development of a FY 2024-25 and FY 2025-26 workplan in February 2024 and completed in June 2024. In broad strokes, the workplan focus is to help seniors age in place, remain active and independent, and have better quality of life through Commission activities including outreach and accessibility, transportation, inclusivity, and health and wellness.

Environmental Determination
This activity does not constitute a “project” and/or is exempt from environmental review pursuant to Public Resources Code Section 21065, California Environmental Quality Act (CEQA )Guidelines Sections 15060(c)(2), and/or 15378 because there is no potential that it will result in a direct or reasonably foreseeable indirect physical change in the environment, and/or 15262 since the activity involves only feasibility and planning for possible future actions. Even if the activity does comprise a project for CEQA analysis, it falls within the “common sense” CEQA exemption set forth in CEQA Guidelines Section 15061(b)(3), excluding projects where “it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment.” No unusual circumstances exist and none of the exceptions under CEQA Guidelines Section 15300.2 apply. Individual projects will undergo CEQA analysis as necessary.

Financial Impact
Adoption of the Commission on Aging FY 2024-25 and FY 2025-26 workplan does not have a financial impact.

Public Contact
The City Council Agenda was posted.

Attachment

1. Commission on Aging FY 2024-25 and FY 2025-26 Workplan

Commission on Aging Workplan
FY2024-2025 & FY 2025-2026
The Concord Commission on Aging is an advisory body to the Concord City Council and is focused on the welfare of the City's senior population. The Commission was established by the City Council "to act as a line of communication between its senior population, public and private organizations, and other advisory bodies to assume that government action is responsive to the needs of older persons." In an effort to meet this directive, the Commission on Aging has established the following two-year workplan.

Goal # 1 OUTREACH & ASSESSIBILITY
The Commission on Aging will conduct robust outreach with the Concord Community to learn about the needs of older adults in the community and to share and promote the current programs and services offered through the Senior Center and its partners.

Rationale:

The Commission on Aging was established to identify the unmet needs of older persons, enlist the participation of community groups and individuals to improve resources, and provide a means for planning and coordination of individuals and groups interested in improving and developing services and opportunities for senior citizens. As needs and desires change within our community, it is imperative to keep in touch with the concerns and expectations of our seniors and to address those needs in earnest.

Goal # 2 TRANSPORTATION
To educate residents on current transportation options available to seniors and to research, promote, and advocate for the resources necessary to improve the GoGo Concord Senior Transportation Program.

Rationale:

The Commission on Aging believes that convenient and affordable transportation is critical to providing all seniors access to programs and services to help them age in place and remain active and independent.

Goal # 3 INCLUSIVITY
The Commission on Aging desires to create a culturally sensitive and welcoming environment at the Concord Senior Center that will result in increased attendance of minority members of the community. As the City's primary place for older adults to learn about and access programs and services, the Commission on Aging will proactively work with Senior Center staff to help create an environment for all Concord seniors regardless of culture, nationality, or primarily language and will work to help design and develop programs and services that recognize and celebrate different groups within the community, especially among older adults.

Rationale:

The Senior Center is the hub for services to seniors in the City of Concord; therefore, it is imperative that it be accessible to all who want to use the services. Providing services that Attachment 1

empower and promote the inclusion of Concord's minority populations is an essential part of making sure we are responsive to the needs of older persons within Concord.

Goal # 4 HEALTH & WELLNESS
The Commission on Aging will promote and participate in projects that will enhance the health of seniors in the City of Concord and assist the Senior Center Staff, volunteers, and partners to provide resources and programs to encourage and help older adults maintain their health and remain active in the community.

Rationale:

Research shows that older adults who maintain healthy lifestyles through proper diet and nutrition and physical, mental, and social activity are better able to age in place. Seniors who maintain their health can be more active in their communities and have a better quality of life.

Staff Report
Date: August 27, 2024
To: City Council
From: Valerie J. Barone, City Manager
Reviewed by: Kevin Marstall, PE, Director of Community Development Carlton Thompson, PE, City Engineer
Bernard Enrile, PE, CIP Manager
Prepared by: Justin Bosch, PE, Associate Civil Engineer [email protected]
(925) 671-5008
Subject: Considering acceptance of improvements for the Whitman Road Sanitary Sewer Improvements Project (City Project No. 2513) located on Whitman Road between Gilardy Drive and Oak Grove Road; and directing the City Clerk to file a Notice of Completion.

Report in Brief
Bay Pacific Pipeline, Inc. of Novato, CA (BPP) has completed all work associated with the Whitman Road Sanitary Sewer Improvements Project [City Project No. 2513] (Project) and has provided the required one-year construction warranty bond.

The Project improvements included replacement and upsizing of sanitary sewer mains, sanitary sewer connections from residences to the mainline, maintenance access hole rehabilitation, pavement rehabilitation, and traffic striping/signage. See attached Location Map (Attachment 1).

Recommended Action
Accept improvements for the Whitman Road Sanitary Sewer Improvements Project (City Project No. 2513) located on Whitman Road between Gilardy Drive and Oak Grove Road; and direct the City Clerk to file a Notice of Completion.

4.g4.g4.g

City Council Agenda Report
Agenda Item No. 4.g
August 27, 2024
Background
On January 24, 2023, the City Council (Council) awarded the Project construction contract to Bay Pacific Pipeline, Inc. of Novato, CA (BPP) in the amount of $1,539,953.50. Construction for the Project began in April 2023.

The scope of the Project included replacement and upsizing of sanitary sewer mains, sanitary sewer connections from residences to the mainline, maintenance access hole rehabilitation, pavement rehabilitation, and traffic striping/signage.

Construction for the Project was completed within the allotted budget.

Analysis
BPP has completed all improvements for the Project and City staff has inspected the work, which is in compliance with the Project plans and specifications. BPP has provided the 10% warranty bond, which guarantees the work from material and workmanship defects for one (1) year.

Financial Impact
The construction contract was completed in the amount of $1,694,479.35, which is within the original construction contract, and within the approved 10% contingency.

The total budget for the Project is $2,721,000.00 and is funded by Sewer Operating Funds (Fund 710).

Public Contact
The City Council Agenda was posted.

Attachments

1. Location Map

2. Notice of Completion

ATTACHMENT 1
Project Location Map
Whitman Road Sanitary Sewer Improvements
City Project No. 2513

PROJECT SITE

RECORDING REQUESTED BY AND WHEN
RECORDED MAIL TO:

City Clerk
City of Concord
1950 Parkside Drive MS/03
Concord, CA 94519
APN(s): __ _n/a
(Space Above This Line for Recorder’s Use Only)
[Exempt from recording fee per Gov. Code § 27383]

NOTICE OF COMPLETION
(Cal. Civ. Code §§ 8180-8190, 8100-8118, 9200-9208)
A. The City of Concord, a California municipal corporation, entered into a written contract with Bay Pacific Pipeline, Inc. (Contractor) dated January 24, 2023. The surety on said contract is held by The Ohio Casualty Insurance Company, PO Box 34526, Seattle WA, 98124.

B. NOTICE IS HEREBY GIVEN THAT:
(1) The name and address of the owner or reputed owner are:

City of Concord, 1950 Parkside Drive, Concord, CA 94519-2578 (2) The name and address of the direct contractor are:

Bay Pacific Pipeline, Inc., P.O. Box 1162, Novato, CA 94948, (3) The name and address of the construction lender, if any, are:

Not applicable
(4) A description of the site sufficient for identification, including the street address of the site, if any, follows:

The real property herein referred to is situated in the City of Concord, County of Contra Costa, State of California, and is described as follows: Whitman Road from Gilardy Drive to Oak Grove Road.

See attached map.
(5) The name, address, and relationship to the parties of the person giving the notice:

City of Concord, a California Municipal Corporation, 1950 Parkside Drive, Concord, CA 94519; person giving notice and owner.
(6) The person giving this notice is not a claimant
(7) This notice is given for (check one):

X Completion of the work of improvement as a whole.
___ Completion of a contract for a particular portion of the work of improvement. If the notice is given only of completion of a contract for a particular portion of the work of improvement as provided in California Civil Code Section 8186, provide the following information:
(a) The name and address of the direct contractor under that contract: See item B(2), above. (b) A general statement of the work provided pursuant to the contract: See item A above. (8) If signed by the owner’s successor in interest, the name and address of the successor’s transferor:

Not applicable
(9) The nature of the interest or estate of the owner: Easement (10) The date of completion: August 27, 2024
I, Carlton Thompson, PE, say I am the City Engineer for the City of Concord, owner of the aforesaid interest or estate in the property described in the above Notice of Completion, and as such, make this verification on behalf of City of Concord; and that I have read the above Notice of Completion and know the contents thereof and that the facts stated therein are true of my own knowledge. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Executed on ___________________________, 20____, at
Concord, California
______________________________________
Carlton Thompson, PE, City Engineer (Signature)
ATTEST:
______________________________________
Joelle Fockler, MMC
City of Concord City Clerk
ATTACHMENT 2

Staff Report
Date: August 27, 2024
To: City Council
From: Valerie J. Barone, City Manager
Reviewed by: Steve Voorhies, Director Recreation Services Prepared by: Barbie Gary, Program Manager
[email protected]
(925) 671-3074
Subject: Considering approval of the purchase of new chairs for the Concord Senior Center from ODP Business Solutions in the amount of $172,075.27 from the funded Recreation Furniture, Fixtures, and Equipment (FFE) Holding Project, CIP #2343 Report in Brief
The City of Concord Senior Center’s classroom and main hall chairs have exceeded the end of their normal useful life and need to be replaced for the facility to continue delivering safe and high-quality programs. After extensive research, staff concluded that replacing the existing chairs with improved durable furniture is the recommended approach to meet expectations of internal and external customers. All requested funding has been previously identified and approved in CIP #2343, Recreation Furniture, Fixtures, and Equipment (FFE) Holding Project.

Recommended Action
Approve the purchase of new chairs for the Concord Senior Center from ODP Business Solutions in the amount of $172,075.27 from the funded Recreation Furniture, Fixtures, and Equipment (FFE) Holding Project, CIP #2343.

Background
For the past 21 years, the Concord Senior Center has served as a venue for thousands of activities, programs, services and event/meeting space rentals. The facility experiences consistent demand for high profile city functions, public meetings and trainings, and has a reputation for providing comfortable and effective furnishings, including seating, for a variety of occasions and special events.

4.h4.h4.h

City Council Agenda Report
Agenda Item No. 4.h
August 27, 2024
The original 400 chairs, serving the main hall and multiple meeting rooms, were purchased and placed into service when the facility opened in 2003 and have served the facility well for the last 21 years. Due to the heavy use for center activities, including the Concord Senior Citizens Club activities, event rentals, and City programs, the chairs have exceeded their normal useful life and require replacement. Many chairs have permanent stains and damage rendering them unusable. Staff can no longer obtain replacement parts to repair chairs and the decreased useable inventory will jeopardize the successful operation of programs and rentals.

Analysis
Staff evaluated the many ways the chairs will be used, primarily by an older population, and determined that sturdy and stable chairs with durable, easy-to-clean surfaces were needed. Additionally, private rentals customers expect Senior Center furnishings that are attractive and in good working condition for special events.

After extensive research and input from furniture manufacturers, the 9to5 Shuttle-Four Leg Guest Chair with upholstered back and seat, was selected as the best fit for the needs of the Concord Senior Center. The design and construction of the chair provides customers with a stable and comfortable seating option, including an armed option, which is critical for the aging population. To avoid the maintenance of fabric upholstery, which has made cleaning difficult in the past, the new chair upholstery will be a

City Council Agenda Report
Agenda Item No. 4.h
August 27, 2024
wipeable silica suede, made from PVC free polyurethane and silicone. The new chair is stackable, taking advantage of limited furniture storage space at the center.

To replace the current chairs, 100 armed and 300 armless chairs would be purchased.

The images following illustrate the selected chair and fabric selection.

Seniors visiting the Senior Center for daily classes and activities, including the congregate meal program, and members of the Concord Senior Club, were encouraged to try a sample version of the selected chair. Positive feedback included an appreciation for the lumbar support, fabric selection, and overall comfort of the chair. Some seniors noted that the chair was heavier than the current chair, thus more stable, but harder for

City Council Agenda Report
Agenda Item No. 4.h
August 27, 2024
a senior to pick up and move. The new chairs are 4 pounds heavier (19.7 pounds vs.

23.7 pounds). Staff provide the set-up and take-down of chairs for all functions and do not anticipate any issues with the weight of the chair.

Procurement Process
Pursuant to Municipal Code-Title 3 Revenue and Finance-Chapter 3.10 Purchasing, the City may participate in a cooperative purchase or piggyback off of an existing contract and join with other public jurisdictions in cooperative purchasing plans or programs when determined to be in the City’s best interest. Senior Center staff worked closely with the Finance Department’s Purchasing Division to secure a vendor, ODP Business Solutions, an approved Omnia government contractor. Utilizing the government contractor eliminates the need to obtain three bids and results in the lowest competitive price.

Financial Impact
$590,000 in one-time funds were previously approved by Council on February 27, 2024, for transfer to the Recreation Furniture, Fixtures, and Equipment (FFE) Holding Project #2343 to purchase tables, chairs and equipment for city facilities. The total cost for this purchase including freight, tax, and installation is $172,075.27.

Public Contact
The City Council Agenda was posted.

Attachments

1. ODP Business Solutions Quote

2. 9to5Seating Shuttle Product Brochure

Quote #: 610667 OPT B
Date: 7/30/2024
Deirdre Rosso
[email protected]
9TO 5 GUEST CHAIRS OPT A
SOLD TO: SHIP TO:

CITY OF CONCORD CITY OF CONCORD
1950 PARKSIDE DR
BUSINESS OFFICE
CONCORD CA 945192578
Kathryn Monroy
925‐671‐3074 / 925‐518‐3145
NOTES:
9TO5 OMNIA GOVERNMENT CONTRACT PRICING
LINE QTY PRODUCT UNIT SELL EXT SELL
1 300 1210‐GT‐UP $356.84 $107,052.00
Shuttle ‐ Four Leg Guest Chair, Upholstered Back and Seat Arms
Frame Color Selection
Fabric Grade Selection
Grade G Fabrics
Silica Suede Colors
Glides Selection
Glide Selection
Ganging Brackets
CAL TB 133 Fire Barrier
Book Rack Selection
Add Seat Options
‐A00
BF
GRADE‐G
SILICA_SUEDE
Silica_Suede_
H
G19B
G19B
~
~
~
~
A00 Armless
Black Frame
Fabric Grade G
Silica Suede
Hickory
Tapered Plastic Glide
G19B Black
No Ganging Clips
No Cal TB 133 (standard upholstery)
No Book Rack
Standard Seat Foam
2 100 1210‐GT‐UP $385.44 $38,544.00
Shuttle ‐ Four Leg Guest Chair, Upholstered Back and Seat Arms
Frame Color Selection
Fabric Grade Selection
Grade G Fabrics
Silica Suede Colors
Glides Selection
Glide Selection
Ganging Brackets
CAL TB 133 Fire Barrier
Book Rack Selection
Add Seat Options
‐A18B
BF
GRADE‐G
SILICA_SUEDE
Silica_Suede_
H
G19B
G19B
~
~
~
~
A18B Soft Touch Black
Black Frame
Fabric Grade G
Silica Suede
Hickory
Tapered Plastic Glide
G19B Black
No Ganging Clips
No Cal TB 133 (standard upholstery)
No Book Rack
Standard Seat Foam

Attachment 1

LINE QTY PRODUCT UNIT SELL EXT SELL
34 0 DL5 $175.56 $7,022.40
Stacking Dolly
Subtotal $152,618.40
zInstall
41 INSTALL RT $4,170.00 $4,170.00
Labor to Receive Deliver and Install per proposal
All work during Regular Business Hours
No stair carry
Area to be free and clear
Non‐Union Labor
zInstall  Subtotal $4,170.00
zSERVICE
5‐ 1 SFD $0.00 $0.00
Servicing Dealer Fee: 26%
zSERVICE  Subtotal $0.00
Subtotal $156,788.40
50% DEPOSIT REQUEST: $78,394.00 $0.00

9.75% Est Sales Tax $15,286.87
GRAND TOTAL $172,075.27
~Ordering Notes~
* Deposit may be due at time of order
* The applicable tax will be applied at the time of invoicing * Estimated leadtime is subject to the manufactures production / shipping schedules * This proposal contains Special Order items that are Not Returnable * Once an order is placed, cancellations are Not Allowed

LINE QTY PRODUCT UNIT SELL EXT SELL
TERMS AND CONDITIONS OF PURCHASE
(FURNITURE ‐ ODP BUSINESS SOLUTIONS WORKSPACE INTERIORS)

1.ODP  Business  Solutions,  LLC  (“ODP   Business  Solutions”)  shall  ma ke commercially  reasonable  efforts  to  install  all  products  as  quic kly  as possible.    However,  any  delivery  and/or  installation  dates  quot ed  to C u s t o m e r  a r e  a p p r o x i m a t e ,  a n d  O DP  Business  Solutions  obligation s h a l l be  only  to  deliver  and/or  install  the  products  within  a  reasonable  time.

Also,  due  to  certain  factory  shipment  schedules,  it  is  possible t h a t  O D P Business Solutions will be able to deliver and install portions  of the job in phases.    Customer  will  be  invoiced  for  the  items  as  they  are  delivered and payment will be due as set forth in Section 3 below Jobsite  Services.  Electric  current,  light,  heat,  trash  disposal   facilities, hoisting  and/or  elevator  service,  and  adequate  facilities  for  off‐loading, staging,  moving,  and  handling  of  the  Furnishings  will  be  furnis hed without  charge to ODP Business So lutions.  Customer  acknowledges th at if the installed Furnishings require electrical hook‐ups, outle ts, wiring, or other  similar  services,  at  Customer’s  election,  ODP  Business  So lutions may  provide  such  services  through  licensed  subcontractors  at  an additional fee or Customer shall be responsible for engaging ap propriate licensed professionals.

13. 2.All prices are firm for thirty (30) days from date of proposal.

Permits are the responsibility of the Customer unless expressly  provided in the Proposal.

14.3.Payment  terms  are  net  twenty  (20)  days  from  date  of  invoice,  unless otherwise  agreed  to  and  as  documented  on  the  order  or  quote.

Customer  will  be  invoiced  for  items  when  delivery  and  installation  (i f
applicable)  is  complete,  and  any  punch  issues  are  less  than  10% o f  t h e value  of  the  entire  order.    In  no  event  shall  payment  be  withheld  for delivered  products  and  services.  Customer shall pay 90% of the  invoice and  may  withhold  10%  until  completion  of  the  job.    The  balance  is payable immediately after any outstanding issues are resolved.

If Customer is unwilling or unable to accept delivery or instal lation of the products according to the specified schedule, the products will  be stored at  Customer's  expense.  Customer shall  pay  a  warehouse charge payable monthly.  Any double handling of a product will be charged at o ur normal hourly rate.

15. ODP Business Solutions makes no  warranties, expressed or implie d, as to merchantability  or  as  the  suitability  of  the  products  for  any  particular purpose,  except  those  made  by  the  manufacturer  of  the  products.  A n y claim must be made to ODP Business Solutions in writing within  five (5) d a y s  a f t e r  d e l i v e r y  o r  i n s t a l l a t ion  of  the  products  and  if  no  claim  is  so received by ODP Business Solutions it will be conclusively pres umed that Customer has accepted and that the products are as represented.

16. 4.All orders are subject to credit approval.

5.ODP Business Solutions requires  a minimum deposit equaling 50%  on all orders over $20,000.  Said deposit will be applied to Customer' s account until  such  product  is  delivered  and  invoiced.    Each  invoice,  le ss  its proportionate share of the deposit, will be due and payable as  set forth in Section 4 above.

All products and materials are subject to applicable taxes, as  well as any applicable inbound freight and fabrication charges.

No  liability  shall  accrue  against  ODP  Business  Solutions  as  a  result  o f breach of terms and conditions caused by any strike, act of God , lockout, accident, or delay beyond its control.

17.6. 7.An  order  is  not  cancelable  once  in production.  “Quick ships” and fabric orders are not cancelable. ODP  Business  Solutions  retains,  a nd  Customer  hereby  grants  to  O DP Business  Solutions,  a  security  interest  in  the  products  to  secu re  the purchase  price  therefore.    The  products  shall  remain  personal  property regardless of being fixed to any real property.  If Customer defaults in the payment  of  the  purchase  price  when  due,  ODP  Business  Solutions shall have all rights and remedies granted by the Uniform Commercial Code.  A finance  charge  of  2%  per  month  (annual  percentage  rate  24%)  will  be charged on all past due balances.  Customer shall pay all colle ction costs, including attorneys fee, in the event any claim is referred to  a collection agency or attorney.

18. 8.An y  q u o tatio n  fo r sp e c ial o rd e r p ro d u c ts o r mate rials sh all b e  approved by  an  authorized  Customer  representative  for  correct  product  number, fabric, specifications and quantities.  Any services rendered t o Customer to  change  or  modify  the  specific ation  and  layout  before  or  duri ng installation  will  be  charged  to  Customer  at  prevailing  rates.  I f  such changes or modifications result in additional products, parts, materials or labor, they will be billed to Customer at prevailing rates.

9.Delivery  and  installation  services  are  conducted  during  normal business hours of 8:00 a.m. to 5:00 p.m.,  Monday through Friday.  If ser vices are requested  outside  of  normal  business  hours,  if  special  handling o r equipment  is  required,  if  moving  of  products  other  than  deliver ed  is required, or if there are any unusual condition not made known  to ODP B u s i n e s s  S o l u t i o n s  a t  t h e  t i m e  o f  s a l e ,  e x t r a  l a b o r  c h a r g e s  a t  prevailing rates may apply.

Products  shipped  directly  to  Customer  shall  be  the  responsibili ty  o f Customer  except  if  agreed  in  writing  that  ODP  Business  Solutions  will provide  delivery  and  installation  services.  The  receiving  Customer  is responsible to inspect products and file any necessary freight  claims with frei
ght provider.

19. If  during  installation,  additional  products  are  necessary  or  required  to complete the job, such additional products and labor will be ch arged to Customer at prevailing rates.

Manufacturer warranties apply for parts only. Labor is not included.20.10.

All items set forth in the quotation are non‐returnable.21.

IN  NO  EVENT  SHALL  EITHER  PARTY  BE  LIABLE  FOR  CONSEQUENTIAL, SPECIAL, INDIRECT OR INCIDENTAL DAMAGES, WHETHER IN AN ACTION BASED  ON  CONTRACT,  TORT  (INCLUDING  NEGLIGENCE)  OR  ANY  OTHER LEGAL  THEORY,  EVEN  IF  THE  PARTY  HAS  BEEN  ADVISED  OF  THE POSSIBILITY OF SUCH DAMAGES.

22. 11.Floors shall be smooth, level and free from debris.

Condition of Jobsite ‐ Customer agrees to have premises availab le on the requested  date  of  installation  and  for  a  reasonable  time  thereafter  for installation  during  the  regular  business  day.  Customer's job site shall be clean,  clear,  and  free  of  debris  prior  to  installation.  Deliver y  and installation  encumbrances  which  necessitate  additional  labor  will  result i n  e x t r a  c h a r g e s .  I f  i n s t a l l a t i o n  i s  t o  b e  p l a c e d  o v e r  c a r p e t i n g ,  t i l e s ,  o r other  floor  covering,  Customer  hereby  assures  ODP  Business  Solutions that  all  such  coverings  will  be  completed  prior  to  time  install ation  is scheduled. The job site shall be free of interference from all  trades in the work areas, and if the job site is not free of such trade inter ference, the delivery  and  installation  shall  not  proceed  until  such  interference  has been  eliminated,  or  other  arrangements  are  agreed  to  in  writing.  ODP Business  Solutions  shall  be  held harmless  and  shall  not  assume liability for
job delay due to failure to meet any of the preceding conditions.

12. Each  party  shall  indemnify  and  hold  harmless  the  other  party  from  and against  any  and  all  third‐party  claims,  demands,  actions,  suits ,  losses, liabilities, damages and all related costs and expenses, includ ing without l i m i t a t i o n  r e a s o n a b l e  a t t o r n e y s ’  f e e s  d u e  t o ,  a r i s i n g  f r o m  o r  relating  to the  negligent,  willful  or  reckless  act  or  omission  of  the  indem nifying party.

23. These terms and conditions shall be governed by the law of the  State of Florida, without regard to conflict of laws principles.

24. Customer: Customer PO:

Customer's Signature: Title:

Print Name: Date:

THE ULTIMATE UTILITY CHAIR.
shuttle
Attachment 2

FEATURES

MEET THE COLLECTION
Durable, comfortable and adaptable, our Shuttle
models can be personalized to fit any setting and
accommodate a wide array of sizes. Choose either 4 leg
side chair, sled base, counter stools or bariatric.

VERSATILE BY DESIGN
Lightweight and stackable, our Shuttle models are
perfect for collaborative and multi-purpose settings that require frequent change overs. 4 leg models stack four
high on floor and ten high on optional dolly (except
stools and bariatric). Ganging brackets available.

WALL SAVER
Feature helps protect surrounding surfaces.

FRAME FINISHES
Durable powder coat in two finishes – black and silver.

WEIGHT RATING
300 lbs. on all models except Bariatric which has
600 lbs. rating.

Front Cover: 1210-GT-A18G-SF-UP; Maharam Messenger Hydrangea

1230-GT-A00-SF-UP; Momentum Messenger Satsuma
The versatile Shuttle model provides the function, reliability and comfort required for numerous environments, making it the ultimate utility chair. Shuttle was made to work within your space with its numerous customizable features. It is offered in all plastic, upholstered or mesh back options. It comes standard with wall saver legs and non-marring floor glides in two durable powder coat finish options.

Left: 1210-ST27-A00-BF-AP-P17
Right: 1210-GT-A00-BF-AP-P17

MIX AND MATCH
Shuttle combines comfort with versatility. Choose either upholstered models with thousands of textile choices or plastic models for easy maintenance and cleaning. Mesh
backs also available.

BARIATRIC CHAIR
Fully upholstered model warranted to 600 lbs.

CHOICE AND DESIGN CAPABILITIES
Shuttle’s 2 frame finishes and 11 plastic color choices give designers great customization options.

SOFT TOUCH ARMS
Available in black and gray to coordinate with frame colors.

BALLISTIC NYLON
back option available for added durability.

STATEMENT OF LINE
All dimensions are with arms and in inches

OVERA LL WIDTH

OVERA LL DEPTH

OVERA LL HEIGHT

SEA T WIDTH

SEA T DEPTH

SEAT H EIGHT

BACK WIDTH

BACK HEIGHT
COM
WEIGHT

25.5 25.0

33.0 19.5

17.0 17.0

20.0 16.0

1.2 YDS

24.0 LB
1210
GUEST

ARM OPTIONS GLIDES AND CASTERS
A18B

SOFT TOUCH POLYURETHANE ARM
BLACK
A18G

SOFT TOUCH POLYURETHANE ARM
GRAY
TRF

RIGHT TABLET ARM

ACCESSORIES

FRAME COLORS
BRK

BOOK RACK
GC9

GANGING CLIP

25.5 25.0

33.0 19.5

17.0 17.0

20.0 16.0

1.2 YDS

24.0 LB
1215

GUEST W/ CASTERS

25.5 25.0

45.0 19.5

17.0 30.0

20.0 16.0

1.2 YDS

26.0 LB
1210

BAR STOOL

25.5 25.0

42.0 19.5

17.0 27.0

20.0 16.0

1.2 YDS

25.5 LB
1210

COUNTER STOOL

36.5 25.0

33.0 31.0

17.0 19.0

30.0 16.0

2.2 YDS

32.0 LB
1250

BARIATRIC

25.5 25.0

33.0 19.5

17.0 17.0

20.0 16.0

1.2 YDS

24.0 LB
1230
SLED
BF
BLACK
SF
SILVER
C5

CARPET CASTERS
C5S

HARD FLOOR AND

CARPET CASTERS
G8

SELF-LEVELING

METAL GLIDE
G18

DOME GLIDE
G9

SELF-LEVELING

VCT GLIDE
G10

SELF-LEVELING PLASTIC

GLIDE WITH FELT PAD
DL5 - DOLLY
STACKS 10 CHAIRS
(FOUR LEGS ONLY)

PLASTIC COLORS
P01
BLACK
P12

CRIMSON
P13
LEMON
P05

WHISPER
P14
DOVE
P15
CLOUD
P16
LAGOON
P17
APPLE
P18

TANGERINE
P11

FEDERAL
P20
AZURE
P19
LATTE

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Staff Report
Date: August 27, 2024
To: City Council
From: Valerie J. Barone, City Manager
Reviewed by: Steve Voorhies, Director of Recreation Services Prepared by: Christine Mabry, Administrative Coordinator [email protected]
(925) 671-3428
Subject: Considering approval of the Second Amendment to the Wireless Communications License Agreement with New
Cingular Wireless PCS, LLC, to license additional space to accommodate the installation of a generator that will support existing cellular equipment at the Toyota Pavilion at Concord, 2000 Kirker Pass Road, increase the amount of the license by $9,000 annually, and authorize the City Manager to execute the Amendment in a form acceptable to the City Attorney.

CEQA: Categorically exempt pursuant to CEQA Guidelines
Sections 15301, 15302, 15303, and/or 15304.

Report in Brief
New Cingular Wireless PCS, LLC, submitted a request to the City of Concord (“City”) to lease additional space at the premises located at the Toyota Pavilion at Concord (“Pavilion”), 2000 Kirker Pass Road, for the purposes of installing and maintaining a standby generator to support its existing AT&T cellular service equipment.

Recommended Action
Approve the Second Amendment to Wireless Communications License Agreement for New Cingular Wireless PCS, LLC, to license additional space to accommodate the installation and maintenance of a generator that will support existing cellular equipment at the Toyota Pavilion at Concord, 2000 Kirker Pass Road, in the amount of $9,000 annually, authorize the City Manager to execute the Amendment in a form acceptable to the City Attorney, and make the CEQA determination as provided in this staff report.

4.i4.i4.i

City Council Agenda Report
Agenda Item No. 4.i
August 27, 2024
Background
On July 25, 2017, New Cingular Wireless PCS, LLC (“Licensee”) entered into a Wireless Communications License Agreement with the City for the purposes of installing, operating, and maintaining cellular or mobile/wireless communications equipment in consideration of a monthly rent of $3,000 per month, with annual 3.5% adjustments. The five-year initial term of the Agreement, which ended July 25, 2022, automatically renews for up to three (3), additional five-year extension terms, provided Licensee is not in default and wishes to continue the term extension. If each extension is exercised, the current Agreement would remain in place until July 25, 2037.

Effective April 28, 2020, the First Amendment to Wireless Communications License Agreement increased the size of the license area and permitted Licensee to add, modify, and/or replace equipment in compliance with government regulations. Monthly rent was adjusted accordingly in the amount of $1,000 per month, subject to annual adjustments.

Due to the importance of maintaining reliable communications in emergency situations, the California Public Utilities Commission (CPUC) adopted a decision on July 16, 2020, requiring California wireless providers to develop resiliency plans with the ability to maintain minimum service coverage for a minimum of 72 hours during power outages caused by disasters or commercial grid failure. Existing cell towers have backup batteries, but because the batteries last only up to a few hours, providers are installing ancillary diesel generators.

Licensee identified the AT&T cellular equipment at the Pavilion as requiring a standby generator under the CPUC decision and initially reached out to Live Nation in late 2023.

On December 5, 2023, Licensee representatives met on site at the Pavilion with Pavilion management to discuss installation of a standby generator for AT&T cellular equipment, and it was determined that the generator could not fit on the existing lease footprint. An alternate location for the generator was identified and ultimately approved by Pavilion General Manager Aaron Hawkins with Live Nation via email on December 26, 2023. City staff concurs with this approval.

Licensee representative subsequently submitted documents to City planners requesting direction for the permitting requirements. The permit application is pending approval of the Second Amendment to Wireless Communications License Agreement (Attachment 1).

Analysis
City staff and Pavilion General Manager concur on the necessity of the proposed backup generator installation and the benefits of serving the communication and safety needs of customers and residents. As such, Recreation Services has worked with the City Attorney’s Office to complete negotiations with the Licensee representative.

City Council Agenda Report
Agenda Item No. 4.i
August 27, 2024
Per the submitted plans, the project scope of work includes:

Installation of one (1) Article 702 30kW Optional Standby Diesel Generator (Generac SD030) with 132-gal UL-2085 base fuel tank on new concrete pad within new CMU retaining wall compound area with chain-link fence with privacy slats and 200A ATS / Camlock (Generac TAS200) within existing AT&T equipment area, and integration of new generator with existing service, with no changes or alterations to the tower mounts, antennas, feedlines, etc.

The plans comply with the Contra Costa Fire Protection District (CCFPD) requirement for a double-walled, UL2085-rated fuel tank to be installed below the generator. The 30kw generator is below the power threshold to require an air permit from the Bay Area Air Quality Management District (AQMD).

On May 15, 2024, Wireless Site Development LLC, on behalf of the Licensee, submitted an at-risk building permit application for the proposed generator project. The building permit (B241787) has been reviewed in its entirety and was conditionally approved on June 6, 2024, by the Community Development Department Planning and Building Divisions. Issuance of the permit is pending Council approval of Second Amendment to Wireless Communications License Agreement (Attachment 1).

Actual construction and installation are anticipated to take 30 to 45 days with estimated completion by the end of 2024. Live Nation will coordinate a construction schedule and site access that will minimize impacts to customers and Pavilion operations.

Financial Impact
Licensee shall pay an additional Seven Hundred Fifty dollars ($750.00) per month for the additional space, for a total monthly payment of $5,546.49 per month, subject to further adjustments as provided in the Agreement. All revenue received under this agreement is placed in the Pavilion budget to support payment of the Pavilion’s debt.

Environmental Determination
Pursuant to the California Environmental Quality Act (CEQA) of 1970, Public Resources Code Section 21000, et. seq., as amended and implementing State CEQA Guidelines, Title 14, Chapter 3 of the California Code of Regulations (collectively “CEQA”), the proposed project is categorically exempt pursuant to following CEQA Guidelines: a) Section 15301 (“Existing Facilities”); b) Section 15302 (“Replacement or Reconstruction”); c) 15303 (“New Construction or Conversion of Small Structures”); and/or d) Section 15304 (“Minor Alterations to Land”). These categorical exemptions apply because the project consists of installing a generator on approximately 170 square feet of additional area to service the existing facilities with power in emergency situations.

City Council Agenda Report
Agenda Item No. 4.i
August 27, 2024
Furthermore, pursuant to Section 15300.2(c), there are no exceptions to the categorical exemptions, because the project: 1) is not located in a sensitive environment; 2) will not cause a cumulative impact due to successive projects of the same type in the same area; 3) will not have a significant effect on the environment due to a cumulative impact of other projects or unusual circumstances; 4) will not result in damage to scenic resources; 5) is not located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code; and, 6) will not cause a substantial adverse change in the significance of a historical resource. Therefore, the proposed project does not warrant further environmental review.

Public Contact
The City Council Agenda was posted.

Attachment

1. Second Amendment to Wireless Communications License Agreement with Exhibit A-2, Construction Plans

Market: San Francisco / Sacramento / Reno
Cell Site Number: CCL05490
Cell Site Name: Concord Pavilion (CA)
Fixed Asset Number: 12810850

SECOND AMENDMENT TO WIRELESS COMMUNICATIONS LICENSE

AGREEMENT

THIS SECOND AMENDMENT TO WIRELESS COMMUNICATIONS LICENSE AGREEMENT (“Amendment”), dated as of the latter of the signature dates below (“Effective Date”), is by and between the City of Concord, a California municipal corporation, having a mailing address of 1950 Parkside Drive, MS/10 Concord, California 94519 (“City”) and New Cingular Wireless PCS, LLC, a Delaware limited liability company, having a mailing address of 1025 Lenox Park Blvd. NE, 3rd Floor, Atlanta, GA 30319 (“Licensee”), and consented to by Live Nation Worldwide, Inc., a Delaware corporation (“Manager”).

WHEREAS, City and Licensee entered into a Wireless Communications License Agreement dated July 25, 2017, as amended by a First Amendment to Wireless Communications License Agreement dated April 28, 2020 (“Agreement”), whereby City leased to Licensee certain Premises, therein described, that are a portion of the Property located at 2000 Kirker Pass Road, in the City of Concord, County of Contra Costa County, State of California 94521, APN 118-040- 039; and
WHEREAS, Licensee requested additional space to accommodate the installation of one (1) Article 702 30kW Optional Standby Diesel Generator (Generac SD030) with 132-gal UL-2085 base fuel tank on new concrete pad within new CMU retaining wall compound area with chain- link fence with privacy slats and 200A ATS / Camlock (Generac TAS200) within existing AT&T equipment area, and integration of new generator with existing service, with no changes or alterations to the tower mounts, antennas, feedlines, etc.; and WHEREAS, City and Licensee, in their mutual interest, wish to amend the Agreement as set forth below.

NOW THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, City and Licensee agree as follows:

1. New Premises Area. Subject to obtaining the appropriate regulatory approvals, including but not limited to any required approvals from the City of Concord Planning and/or Building Divisions, City agrees, as the property owner, to allow Licensee to submit an application to the City of Concord Planning and/or Building Divisions to increase the size of the Premises licensed to Licensee to accommodate Licensee’s needs, all subject to the terms and conditions of the Agreement. Upon the execution of this Agreement, City agrees to license to Licensee the additional premises described on attached Exhibit A-2 (“New Premises Area”). City’s execution of this Amendment will signify City’s approval of Exhibit A-2. Exhibit A-2 supplements Exhibit A-1 to Attachment 1

the Agreement. The Premises under the Agreement prior to this Amendment in addition to the New Premises Area under this Amendment shall be the Premises under the Agreement.

2. Generator. Licensee shall have the right to install, repair, maintain, modify, replace, remove, utilize and operate (including but not limited to operate as may be required by applicable law) equipment within the New Premises Area, including without limitation a concrete pad and generator thereon, including back-up power supply. Licensee shall have the right to access the New Premises Area, and any provisions in the Agreement governing access shall apply to such access. The generator shall remain the property of Licensee, and Licensee shall have the right to remove or modify it at any time.

Licensee agrees to coordinate all activities authorized under this Section 2 with Manager to ensure Manager’s use and operation of the surrounding facilities are not impacted.

3. Monthly License Fee. Commencing on the execution of this Amendment (“Increase Commencement Date”), the Monthly Fee shall be increased by Seven Hundred Fifty and No/100 Dollars ($750.00) per month for a total monthly payment of $5,546.49 per month, subject to further adjustments on the anniversary of the Commencement Date (i.e. September 5) as provided in the Agreement; provided that the first such increased payment shall not be due until up to sixty (60) days after such Increase Commencement Date.

4. Other Terms and Conditions Remain. In the event of any inconsistencies between the Agreement and this Amendment, the terms of this Amendment shall control.

Except as expressly set forth in this Amendment, the Agreement otherwise is unmodified and remains in full force and effect. Each reference in the Agreement to itself shall be deemed also to refer to this Amendment. The rights granted to Licensee herein are in addition to and not intended to limit any rights of Licensee in the Agreement. Unless otherwise specified herein or unless the context requires otherwise, the terms in the Agreement shall apply to the New Premises Area.

5. Capitalized Terms. All capitalized terms used but not defined herein shall have the same meanings as defined in the Agreement.

IN WITNESS WHEREOF, the parties have caused their properly authorized representatives to execute and seal this Amendment on the dates set forth below.

CITY: LICENSEE:

City of Concord, New Cingular Wireless PCS, LLC,
a California Municipal corporation a Delaware limited liability company By: AT&T Mobility Corporation
Its: Manager
By: By:

Name: Valerie J. Barone Name: Courtney Perillo
Its: City Manager Its: Director Mobility Construction
& Engineering
cp####@att.com
Date: Date:

ATTEST:

By:

Name: Joelle Fockler, MMC
Its: City Clerk
Date:

APPROVED AS TO FORM:

By:

Name: Susanne Brown
Its: City Attorney
Date:

MANAGER:

Live Nation Worldwide, Inc.,
a Delaware Corporation
By:

Name: Aaron Hawkins
Its: General Manager, Toyota Pavilion
at Concord
[email protected]
Date:

EXHIBIT A-2
Additional Premises Area
(SEE INSERTED CONSTRUCTION PLANS)

TITLE SHEET

CONCORD PAVILION
FA#: 12810850

GENERATOR INSTALLATION PROJECT
30KW GENERAC DIESEL GENERATOR
WITH ASSOCIATED UL-2085 FUEL TANK
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

T-1

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
SITE INFORMATION:

SITE ADDRESS: 2000 KIRKER PASS ROAD
CONCORD, CA 94521
COUNTY: CONTRA COSTA
COORDINATES: 37.959848° / -121.938375° (FOR NAVIGATION ONLY)

PROPERTY LANDLORD
OR OWNER: CITY OF CONCORD
TAX ID #: 118040039
ZONING: OS (OPEN SPACE)
OCCUPANCY GROUP: U - UNMANNED
CONSTRUCTION TYPE: II-B
POWER COMPANY: PG&E
FLOOD ZONE: X
A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN

HABITATION
at t &
VICINITY MAP:

SITE
2000 KIRKER PASS ROAD
CONCORD, CA 94521
N
GOOGLE MAPS 2022
APPROVALS :

AT&T MANAGER
_____________________________________ _________

CONSTRUCTION

MANAGER
_____________________________________ _________
SITE ACQ.

MANAGER
_____________________________________ _________

PROPERTY
OWNER
_____________________________________ _________

LANDLORD
_____________________________________ _________
R
DIG LINE:

THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE

GROUND STRUCTURES, AND/OR EXISTING UTILITIES BELIEVED TO BE IN THE WORKING AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO VERIFY ALL UTILITIES, PIPELINES AND OTHER STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS.

ANY DAMAGE TO EXISTING

UTILITIES SHALL BE REPAIRED

TO THE SATISFACTION OF THE

OWNER AND ENGINEER AT THE
CONTRACTOR'S EXPENSE.

AREA MAP:

SITE
GOOGLE MAPS 2022DO NOT SCALE DRAWINGS:

CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, CONDITIONS ON

THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME.

CODE COMPLIANCE:

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN

ACCORDANCE WITH THE CURRENT EDITIONS OF ALL GOVERNING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE

PLANS ARE TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES:

CALIFORNIA BUILDING CODE (CBC) 2022
CALIFORNIA ELECTRICAL CODE 2022
CALIFORNIA MECHANICAL CODE 2022
CALIFORNIA FIRE CODE (CFC) 2022
INTERNATIONAL BUILDING CODE (IBC) 2021
NATIONAL ELECTRICAL CODE (NEC) 2020
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13,30,37,58,70,72,110,111 AMERICAN CONCRETE INSTITUTE (ACI) 318

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 607
SHEET INDEX:

SHEET DESCRIPTION
T-1 TITLE SHEET
N-1 GENERAL NOTES
A-0 PARCEL SITE PLAN
A-1 OVERALL SITE PLAN
A-2 ENLARGED SITE PLAN
A-3 ELEVATION VIEWS
S-1 GENERATOR PAD DETAILS
S-2 GENERAL STRUCTURAL DETAILS
S-3 CMU RETAINING WALL DETAILS
S-3.1 FENCE & GATE DETAILS
S-4 COMPOUND DETAIL
E-1 ELECTRICAL DETAILS
E-2 ELECTRICAL DETAILS
E-3 ELECTRICAL DETAILS
E-4.0 <--> E-4.4 GENERATOR SPECIFICATIONS
E-5.0 ATS SPECIFICATIONS
E-5.1 CAM-LOCK BOX SPECIFICATIONS
CONTACT INFORMATION:

APPLICANT: AT&T MOBILITY
1375 CAMINO REAL STE 120
SAN BERNARDINO, CA 92408
PHONE: 951.534.8967
PROJECT MANAGER: GENERAL DYNAMICS WIRELESS SERVICES, LLC. 19240 DES MOINES DR. S. BLDG C STE 300
SEA TAC, WA 98048
PHONE: 425.606.8785
CONTACT: CHRISTOPHER HERMAN
LEASING / PERMITTING: JT LAND MANAGEMENT
10615 QUAIL HOLLOW LANE
REDDING, CA 96003
PHONE: 619.743.0309
CONTACT: FRANK SCHABARUM

ARCHITECTURE &
ENGINEERING:

GEOSTRUCTURAL, LLC.

PO BOX 2621
BOISE, ID 83701
PHONE: 530.539.4787
CONTACT: DON GEORGE
SCOPE OF WORK:

INSTALL (1) ARTICLE 702 30kW OPTIONAL STANDBY DIESEL GENERATOR (GENERAC SD030) WITH 132-GAL UL-2085 BASE FUEL TANK ON NEW CONCRETE PAD WITHIN NEW CMU RETAINING WALL COMPOUND AREA w/ CHAIN-LINK FENCE WITH PRIVACY SLATS AND 200A ATS / CAMLOCK (GENERAC TAS200) WITHIN EXISTING AT&T EQUIPMENT AREA.

INTEGRATE NEW GENERATOR WITH EXISTING SERVICE.

NOTE: NO CHANGES OR ALTERATIONS TO THE TOWER, MOUNTS,
ANTENNAS, FEEDLINES, ETC. IS PROPOSED AS A PART OF THIS SCOPE OF WORK.

Exhibit A-2

G
NOTES TO SUBCONTRACTOR:

1. THE GENERAL SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. ALL DISCREPANCIES SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES.

2. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE

SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES.

3. THE SUBCONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMAN WHO ARE

THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY

FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK.

4. SUBCONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION

PRACTICES, CONSTRUCTION SUBCONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE

PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL

BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND

SUBCONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM

ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT.

5. SITE GROUNDING SHALL COMPLY WITH AT&T WIRELESS SERVICES TECHNICAL SPECIFICATIONS

FOR FACILITY GROUNDING FOR CELL SITE STANDARDS, LATEST EDITION, AND COMPLY WITH AT&T TOWERS GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.

6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR

THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION.

7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS.

8. ANY DAMAGE TO THE ADJACENT PROPERTIES WILL BE CORRECTED AT THE SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDOWNER AND THE CONSTRUCTION MANAGER.

9. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE SPECIFICATIONS. SUBCONTRACTOR IS RESPONSIBLE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL.

10. SUBCONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION.

11. THE SUBCONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE SUBCONTRACTOR'S EXPENSE.

12. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY

DAMAGE TO THE PROPERTY OUTSIDE THE LEASED PROPERTY SHALL BE REPAIRED BY THE SUBCONTRACTOR.

13. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.

EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR TO DISPOSAL.

14. PERMITS: THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC.

15. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT

DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT.

16. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND/OR EXISTING UTILITIES BELIEVED TO BE IN THE WORKING AREA. IT IS THE RESPONSIBILITY OF

THE SUBCONTRACTOR TO VERIFY ALL UTILITIES, PIPELINES AND OTHER STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. THE SUBCONTRACTOR SHALL CONTACT THE LOCAL LOCATE SERVICE BEFORE DIGGING OR DRILLING. ANY DAMAGE TO EXISTING

UTILITIES SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND ENGINEER AT THE SUBCONTRACTOR'S EXPENSE.

GENERAL PROJECT NOTES:

1. THIS PROPOSAL IS FOR THE ADDITION OF A NEW GENERATOR ON A NEW CONCRETE PAD TO AN

EXISTING UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF AN EQUIPMENT SHELTER/PLATFORM AND TOWER.

2. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE.

3. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP

ACCESS IS REQUIRED)

4. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH BY AT&T TECHNICIANS.

5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED.

6. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION.

8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION.

9. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.

ELECTRICAL NOTES:

A. GENERAL

1. COORDINATE LOCATION AND POWER REQUIREMENTS OF ALL EQUIPMENT WITH AT&T AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION.

2. COORDINATE LOCATION AND REQUIREMENTS FOR ELECTRICAL AND TELEPHONE SERVICES WITH THE PROPERTY REPRESENTATIVE, AT&T AND UTILITY COMPANIES. ROUTING OF CONDUITS MAY BE MODIFIED TO MEET SITE REQUIREMENTS. EXACT CONDUIT ROUTING TO BE DETERMINED IN THE FIELD.

3. ALL WIRING AND EQUIPMENT SHOWN ON ELECTRICAL SHEETS SHALL BE FURNISHED AND

INSTALLED UNDER ELECTRICAL PORTION OF CONTRACT UNLESS OTHERWISE NOTED

4. UNINTERRUPTED ELECTRICAL SERVICE FOR EXISTING EQUIPMENT SHALL BE MAINTAINED DURING THE INSTALLATION OF THE WORK DESCRIBED UNDER THESE DOCUMENTS.

TEMPORARY EQUIPMENT, CABLES AND WHATEVER ELSE IS NECESSARY SHALL BE PROVIDED AS REQUIRED TO MAINTAIN ELECTRICAL SERVICE. TEMPORARY SERVICE FACILITIES, IF

REQUIRED AT ANY TIME, SHALL NOT BE DISCONNECTED OR REMOVED UNTIL NEW SERVICE EQUIPMENT IS IN PROPER OPERATION. IF ANY SERVICE OR SYSTEM MUST BE INTERRUPTED, THE CONTRACTOR SHALL REQUEST PERMISSION IN WRITING STATING THE DATE, TIME, ETC.

THE SERVICE WILL BE INTERRUPTED AND THE AREAS AFFECTED. THIS REQUEST SHALL BE MADE IN SUFFICIENT TIME FOR PROPER ARRANGEMENTS TO BE MADE. WRITTEN

PERMISSION SHALL BE OBTAINED FROM THE OWNER BEFORE INTERRUPTING ELECTRICAL SERVICE.

5. COORDINATE NEW WORK WITH OTHER TRADES AND VERIFY EXISTING CONDITIONS TO AVOID INTERFERENCE. IN CASE OF INTERFERENCE, AT&T'S REPRESENTATIVE WILL DECIDE WHICH WORK IS TO BE RELOCATED, REGARDLESS OF WHICH WAS FIRST INSTALLED.

6. THE INSTALLATION MUST COMPLY WITH NEC AND ALL FEDERAL, STATE AND LOCAL RULES AND REGULATIONS.

7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE DEFINED BY DIMENSIONS OR DETAILS.

EXACT EQUIPMENT LOCATIONS AND RACEWAY ROUTING SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR DIRECTIONS FROM AT&T'S REPRESENTATIVE.

8. CONTRACTOR SHALL PAY ALL PERMITS AND FEES REQUIRED.

9. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STANDARDS REFERENCED BELOW:
a. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE)
b. ASTIM (AMERICAN SOCIETY FOR TESTING MATERIALS)
c. ETL (ELECTRICAL TESTING LABORATORY)
d. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION)
e. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS) f. MBFU (NATIONAL BOARD OF FIRE UNDERWRITERS)
g. NESC (NATIONAL ELECTRICAL SAFETY CODE)
h. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) i. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION)
j. UL (UNDERWRITER'S LABORATORY)
k. NEC (NATIONAL ELECTRICAL CODE)

10. CONTRACTOR SHALL REVIEW PLANS, DETAILS AND SPECIFICATIONS IN DETAIL AND ADJUST

WORK TO CONFORM WITH ACTUAL SITE CONDITIONS SO THAT ELECTRICAL DEVICES AND EQUIPMENT WILL BE LOCATED AND READILY ACCESSIBLE. QUANTITIES LISTED IN MATERIAL LISTS ON THE DRAWINGS ARE FOR INFORMATION ONLY. THE CONTRACTOR SHALL PROVIDE

HIS OWN TAKEOFF FOR MATERIAL QUANTITY AND TYPES BASED ON ACTUAL SITE

CONDITIONS, IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS TO INSTALL EQUIPMENT FURNISHED BY AT&T OR ITS SUPPLIERS. ALL ITEMS NOT SPECIFICALLY

MENTIONED HEREIN OR SHOWN ON THE DRAWINGS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED.

11. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING)

AT&T'S REPRESENTATIVE OF ANY CONFLICTS PRIOR TO THE SUBMISSION OF CONTRACTOR'S

PROPOSAL OR PERFORMANCE OF WORK, IN THE EVENT OF DISCREPANCIES THE

CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE.

ELECTRICAL NOTES:

12. ALL FLOORS WHERE PENETRATIONS ARE REQUIRED IN BUILDING ARE TO BE CORE DRILLED AND THEN FIREPROOFED.

B. WIRING/CONDUIT

1. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR AS REQUIRED BY CODE SUCH THAT NO MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL) EXIST IN A CONDUIT RUN.

2. ALL POWER AND CONTROL/INDICATION WIRING SHALL BE TYPE THHN/THWN 600V RATED 75 DEGREES CELSIUS, UNLESS NOTED OTHERWISE.

3. CONDUIT BENDS SHALL BE MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER.

4. POWER WIRING SIZE SHALL NOT BE SMALLER THAN #12 AWG.

5. ALL WIRING SHALL BE COPPER. ALUMINUM WILL NOT BE ACCEPTABLE ALL POWER CIRCUITS SHALL CONTAIN A GROUND WIRE.

6. PHASE MARKINGS TO BE USED AT POWER CONDUCTOR TERMINATIONS.

7. CONTRACTOR SHALL ENSURE INTEGRITY IS MAINTAINED WHEN INSTALLING CONDUIT AND WIRING.

8. INSTALL PULL STRING IN ALL CONDUIT.

9. FOR ROOFTOP INSTALLS AND BUILD-OUTS, CONDUITS INSIDE BUILDING AND ON ROOF SHALL BE RGS, UNLESS OTHERWISE NOTED. FOR RAW LAND SITES AND CO-LOCATES, PVC SCHEDULE 80 SHALL BE UTILIZED UNLESS NOTED OTHERWISE.

10. MAINTAIN MINIMUM 1'-0" VERTICAL AND 1'-0" HORIZONTAL SEPARATIONS FROM ANY MECHANICAL GAS PIPING.

11. ALL WIRING ROUTED IN PLENUM TO BE RATED OR IN METALLIC FLEX (LIQUIDTITE) CONDUIT.

C. EQUIPMENT

1. EQUIPMENT/PARTS CONNECTED TO EXISTING PANELS, DUCTS, ETC. SHALL MATCH THE CHARACTERISTICS (A/C, V, A) OF THAT EQUIPMENT.

2. ALL ELECTRICAL EQUIPMENT OUTSIDE SHALL BE NEMA 3R RATED.

D. GROUNDING

1. ALL GROUND CONNECTIONS TO BUILDING SHALL BE MADE USING TWO-HOLE CONNECTORS.

PROVIDE STAINLESS STEEL BOLTS AND LOCK WASHERS ON ALL MECHANICAL GROUND CONNECTIONS.

2. ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF ALL PAINT AND DIRT AT ANY POINT OF CONNECTION. CONNECTIONS TO VARIOUS METALS SHALL BE OF A TYPE AS TO PREVENT A GALVANIC OR CORROSIVE REACTION. AREA SHALL BE REPAINTED FOLLOWING BONDING.

3. ANY METALLIC ITEM WITHIN 6' OF ANY EQUIPMENT OR METALLIC INFRASTRUCTURE (RACKS, CABLE TRAY.. ETC.) OR GROUND CONDUCTORS MUST BE CONNECTED TO THE GROUNDING SYSTEM PER AT&T STANDARDS.

4. EXTERIOR, ABOVE GRADE GROUND CONNECTIONS SHALL BE FURNISHED WITH A LIBERAL PROTECTIVE COATING OF ANTI-OXIDATION COMPOUND.

5. ALL MATERIALS AND LABOR REQUIRED FOR THE GROUNDING SYSTEM AS INDICATED ON THE

PLANS AND DETAILS, AND AS DESCRIBED HEREIN SHALL BE FURNISHED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

6. EXACT LOCATION OF GROUND CONNECTION POINTS SHALL BE DETERMINED IN FIELD.

ADJUST LOCATIONS INDICATED ON PLANS ACCORDING TO ACTUAL EQUIPMENT LOCATIONS TO KEEP THE GROUND CONNECTION CABLES AS SHORT AND STRAIGHT AS PRACTICAL.

7. PROVIDE ALL ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS AS REQUIRED BY THE CURRENT

EDITION OF THE NATIONAL ELECTRIC CODE, THE CURRENT EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE AND AT&T STANDARDS. BONDING JUMPERS WITH APPROVED GROUND FITTINGS SHALL BE INSTALLED AT ALL RACEWAYS, EQUIPMENT ENCLOSURES, PULL BOXES, ETC.

TO MAINTAIN GROUND CONTINUITY WHERE REQUIRED BY CODE.

8. ALL BURIED EQUIPMENT GROUND CONDUCTORS SHALL BE #2 AWG BARE, TINNED, SOLID COPPER UNLESS NOTED OTHERWISE ON THE DRAWINGS.

E. INSPECTION/DOCUMENTATION

1. THE CONTRACTOR, UPON COMPLETION OF HIS WORK, SHALL PROVIDE AS-BUILT DRAWINGS.

INFORMATION SHOULD BE GIVEN TO THE GENERAL CONTRACTOR FOR INCLUSION IN FINAL AS-BUILT SURVEY DOCUMENTS TO BE GIVEN TO THE OWNER.

2. CONTRACTOR SHALL SUPPLY DOCUMENTATION ATTESTING TO THE COMPLETE GROUND SYSTEM'S RESISTANCE TO GROUND (MAX. 5 OHMS).

3. AN ELECTRICAL INSPECTION SHALL BE MADE BY AN INSPECTING AGENCY APPROVED BY AT&T'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND OBTAIN POWER COMPANY APPROVAL.

4. CONTRACTOR SHALL HAVE ATS AND GENERATOR RELAY INSTALLATION AND CONNECTIONS INSPECTED BY OTHERS TO ENSURE THAT UL LISTING FOR THAT EQUIPMENT IS NOT VOIDED. 230817
REQUIRED SPECIAL INSPECTIONS:

1. PER IBC 1705.4 SPECIAL INSPECTION OF MASONRY. (IF REQUIRED) CEC
l. CEC (CALIFORNIA ELECTRICAL CODE)CBC

GENERAL NOTES
09/30/25
PO BOX 2621, BOISE, ID 83701
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SHEET TITLE:

SHEET NUMBER:

N-1

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
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CITY USE
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2 05/14/24 REVISED GENERATOR BM

X X X

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

RADIATOR/EXHAUST/

FUEL END

DISCHARGE

BATTERY BOX

POWER CENTER &

CONTROLS

BOLT ON PANELS
5' VENT
RADIUS
5' VENT
RADIUS
X
X
X
X
X
X
PARCEL

SITE PLAN
09/30/25
PO BOX 2621, BOISE, ID 83701
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[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

A-0

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
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GENERAL DYNAMICS
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CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM

PARCEL SITE PLAN
N
1SCALE: 1" = 200'-0" (11x17)
2000 KIRKER PASS ROAD
CONCORD, CA 94521
TAX ID#: 118040039
NOTE:

EVERYTHING SHOWN IS EXISTING

UNLESS MARKED PROPOSED
EXISTING CONDITIONS:

THESE DRAWINGS WERE PRODUCED WITH INFORMATION PROVIDED BY THE CLIENT. LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO

START OF CONSTRUCTION, GEOSTRUCTURAL DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINE, EASEMENTS AND SETBACKS.

PROJECT SITE, SEE
SHEET A-1 FOR

OVERALL SITE PLAN

PARCEL LINE
PAVED

PARKING LOT
SETBACK TO PROPERTY LINES:

NORTH ~914'
EAST ~463'
SOUTH ~671'
WEST ~1006'

PARCEL LINE

PARCEL LINE

PARCEL LINE

PARCEL LINE

RESIDENTIAL
AREA
NATIVE

GRASSLAND

KIRKER PASS RD
SCALE: 1" = 100'-0" (24x36)

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

RADIATOR/EXHAUST/

FUEL END

DISCHARGE

BATTERY BOX

POWER CENTER &CONTROLS

BOLT ON PANELS
5' VENT
RADIUS
5' VENT
RADIUS
X
X
X
X
X
X

OVERALL

SITE PLAN

OVERALL SITE PLAN
N
1SCALE: 1" = 50'-0" (11x17)

PROJECT SITE, SEE
SHEET A-2 FOR

ENLARGED SITE PLAN
2000 KIRKER PASS ROAD
CONCORD, CA 94521
TAX ID#: 118040039
NOTE:

EVERYTHING SHOWN IS EXISTING

UNLESS MARKED PROPOSED
EXISTING CONDITIONS:

THESE DRAWINGS WERE PRODUCED WITH INFORMATION PROVIDED BY THE CLIENT. LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START

OF CONSTRUCTION, GEOSTRUCTURAL DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINE, EASEMENTS AND SETBACKS.

SCALE: 1" = 25'-0" (24x36)

PARCEL LINE
NATIVE

GRASSLAND
NATIVE

GRASSLAND

AMPHITHEATRE

DENSE TREE
COVER

DENSE TREE
COVER
~463'CLOSEST PARCEL LINE
SLOPE
SLOPE

SITE ACCESS DRIVE

SITE ACCESS DRIVE

PROPOSED GENERATOR
LOCATION, SEE SHEET A-2

FOR ENLARGED SITE PLAN

EXISTING IRRIGATION

CONTROL CENTER COMPOUND
CUMULATIVE VOLUME CALCULATIONS:

THE PHYSICAL DIMENSIONS OF THE PROPOSED GENERATOR w/ ENCLOSURE AND BASE FUEL TANK ARE LESS THAN 250 CU. FT. IN VOLUME.

BASE FUEL TANK = 120.2"x43.0"x34.5" = 103.2 CU. FT.

GENERATOR BODY w/ ENCLOSURE = 94.8"x61.1"x38" = 127.4 CU. FT.

TOTAL CUMULATIVE VOLUME OF GENSET = 103.2 + 127.4 = 230.6 CU. FT.

GENSET USE, CEQA & BAAQMD EXEMPTION:

THE PROPOSED GENERAC SD030 GENSET:
* IS RATED AT 49 HP AT MAXIMUM RATED kW OUTPUT,
* IS INSTALLED WITH AN ABOVE-GROUND DOUBLE-WALL SECONDARY CONTAINMENT BALLISTIC BASE FUEL TANK WITH 132 USABLE (140 MAX) GALLONS

OF FUEL,
* USES ULTRA LOW SULFUR DIESEL FUEL (15 ppm SULFUR),
* IS LIMITED TO 100 HOURS PER YEAR OF NON-EMERGENCY USE (TESTING &

MAINTENANCE),
* IS INSTALLED WITH A LEVEL 2 ACOUSTIC ENCLOSURE, WHICH BUFFERS SOUND OUTPUT TO A MAXIMUM OF 62 dB AT 7 METERS (~23 FEET),
* IS COMPLIANT WITH APPLICABLE AIR QUALITY REGULATIONS, * IS EXEMPT FROM AIR QUALITY PERMITS IN MOST JURISDICTIONS UNDER THE PROVISIONS OF CLASS 1, SEC. 15301 OF THE CALIFORNIA ENVIRONMENTAL

QUALITY ACT (CEQA) GUIDELINES,
* IS EXEMPT PER BAAQMD REG. 2, RULE 1, SEC. 2-1-114-2.2.1.; LESS THAN 50 BHP. 09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
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0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

A-1

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
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GENERAL DYNAMICS
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CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM

AT&T LEASE AREAS
EXISTING APPROXIMATE (357 SQ.FT.) EQUIPMENT LEASE AREA
PROPOSED 10'-4"x16'-6" (170.5 SQ.FT.) GENERATOR LEASE AREA

EXISTING LEASE AREA SIZES WERE OBTAINED FROM LEASE DOCUMENTS PROVIDED TO GEOSTRUCTURAL AND ARE SHOWN FOR REFERENCE ONLY.

REFER TO FINAL LEASE DOCUMENTS FOR APPROVED EXISTING AND PROPOSED LEASE AREAS.

E1
P
P
E1

X X X
X
X
X
X X X
X
X

RADIATOR/EXHAUST/

FUEL END

DISCHARGE

BATTERY BOX

POWER CENTER &CONTROLS

BOLT ON PANELS
5' VENT
RADIUS
5' VENT
RADIUS
X
X
X
XX
X
GENERATOR KEYED NOTES:

PROPOSED AT&T 30KW DIESEL GENERATOR w/ SOUND ATTENUATED

ENCLOSURE, NORMAL/EMERGENCY TANK VENTING AND BASE FUEL
TANK. SEE SHEETS S-1, S-2, E-3.

FUEL FILL SHALL BE PROVIDED WITH SPILL CONTROL, WITH A SOLID

FILL CONNECTION, AND WITH OVERFILL PREVENTION

FUEL TANK NORMAL AND EMERGENCY VENTS SHALL TERMINATE AT LEAST 12'-0" ABOVE THE ADJACENT GRADE. SEE SHEET S-2.

NFPA 704 PLACARD AND OTHER SIGNAGE. SEE SHEET S-2.

GEN
1 2
3 ATS / EQUIPMENT KEYED NOTES:
-FIRE EXTINGUISHER, (2A-40BC OR APPROVED EQUAL) PER CFC 906.3 -FIRE EXTINGUISHER CABINET (BFC-7009 OR APPROVED EQUAL), MOUNT TO CMU WALL PER CFC 906.9 (5'-0" MAX. ABOVE GRADE)

LOCKABLE EMERGENCY SHUTOFF SWITCH, MOUNT TO CMU WALL PER CFC 906.9 (5'-0" MAX. ABOVE GRADE)
PROPOSED ATS w/ CAMLOCK MOUNTED TO EXISTING CMU WALL WITH 36" FRONT CLEARANCE. SEE SHEET S-2.

FIRE
OFF
ATS
POWER ROUTING KEYED NOTES:

EXISTING ASCO 300L INTEGRATED LOAD CENTER (ILC)

INTERCEPT EXISTING CONDUIT AND CONDUCTORS PRIOR TO ILC AND RE-ROUTE THROUGH PROPOSED ATS (~15'). COORDINATE PATH WITH

CONSTRUCTION MANAGER
PROPOSED AT&T UNDERGROUND GENERATOR CONDUIT ROUTE (~60').

CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO EXCAVATION.

SEE
SHEETS E-1, E-2.

SEE SHEET E-1 FOR SINGLE LINE DIAGRAM.

ILC
INT
CON
SCOPE OF WORK DETAILS:

GENERAL:
· NEW GENERAC DIESEL GENERATOR PROVIDED BY GENERAL DYNAMICS & INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS E-4.0, E-4.1, E-4.2. · NEW CONCRETE PAD PROVIDED & INSTALLED BY GENERAL CONTRACTOR.

SEE SHEET S-1.
· NEW CMU BLOCK RETAINING WALL AND CONCRETE FOUNDATION PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS S-3, S-4. · NEW CHAIN-LINK FENCE & GATE PROVIDED & INSTALLED BY GENERAL CONTRACTOR. SEE SHEET S-3.1.
· NEW GENERAC AUTOMATIC TRANSFER SWITCH PROVIDED BY GENERAL DYNAMICS & INSTALLED BY CONTRACTOR. SEE SHEETS S-2, E-5.0, E-5.1. · CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. · CONTRACTOR SHALL RESTORE & REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION TO ORIGINAL OR BETTER CONDITION.
· INNER AND OUTER TANK TESTING DOCUMENTATION SHALL BE PROVIDED ONCE TANK IS IN PLACE ON SITE IN ACCORDANCE WITH NFPA 30. · A CALIBRATION CHART OF PERMANENT AND DURABLE CONSTRUCTION SHALL BE LOCATED AT THE FILL BOX.

CONDUITS:
· INSTALL PULL STRING IN EACH CONDUIT.
· (2) NEW ELECTRICAL CONDUITS WITH CONDUCTORS TO BE INSTALLED FROM NEW GENERATOR TO NEW ATS. CONDUIT PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS E-1, E-2.
· (2) NEW ELECTRICAL CONDUITS WITH CONDUCTORS TO BE INSTALLED FROM NEW GENERATOR TO AC PANEL. CONDUIT PROVIDED & INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS E-1, E-2.
· (1) NEW ALARM CONDUIT & CABLING PROVIDED & INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS E-1, E-2.

GROUNDING:
· NEW EXOTHERMIC CONNECTION FROM EXISTING GROUND RING TO NEW MECHANICAL CONNECTION AT GENERATOR CHASSIS. GENERAL
CONTRACTOR TO VERIFY LOCATION IN FIELD. LOCATE GROUND RODS NO MORE THAN 8'-0" APART. SEE SHEET E-3.
1ENLARGED SITE PLAN
N
SCALE: 1" = 5'-0" (11x17)
UTILITY NOTE:

THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE DEVELOPED FROM RECORD INFORMATION. THE INFORMATION PROVIDED IS IMPLIED NOT INTENDED TO BE A COMPLETE INVENTORY OF THE UTILITIES IN THIS AREA. IT

IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL

UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES.

EXISTING CONDITIONS:

THESE DRAWINGS WERE PRODUCED WITH INFORMATION PROVIDED BY THE CLIENT. LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO

START OF CONSTRUCTION, GEOSTRUCTURAL DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINE, EASEMENTS AND SETBACKS.

R

CABINET
INT
CON
ATS
NOTE:

EVERYTHING SHOWN IS EXISTING UNLESS MARKED PROPOSED

LOCATION OF

EXISTING GEN PLUG
DIESEL
GENERATORw/ UL-2085

FUEL TANK
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

A-2

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
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GENERAL DYNAMICS
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CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM

ENLARGED

SITE PLAN
SCALE: 1" = 2'-6" (24x36)

CABINET

CMU BLOCK COMPOUND
WALL w/ STUCCO FINISH
CHAIN-LINK FENCE w/

GREEN PRIVACY SLATS
SLOPE
ILC

CABINET

POTENTIAL UNDERGROUND

UTILITY LINES

CABINET

FIRE RISER

ASPHALT

PAVEMENT

IRRIGATION

CONTROL
CENTER

AT&T CONCRETE

EQUIPMENT PAD

CHAIN-LINK

DOUBLE SWING

ACCESS GATE
GRADING NOTE:

GRADE SURROUNDING AREA ABOVE CMU RETAINING WALL AS REQUIRED TO ROUTE SURFACE WATER AROUND WALL TO STREET LEVEL.

LANDSCAPING NOTE:

CONTRACTOR TO COORDINATE w/ LICENSED/BONDED LANDSCAPING

CONTRACTOR TO UPDATE/REPAIR EXISTING IRRIGATION SYSTEM AS REQUIRED PRIOR TO CONSTRUCTION. SPRINKLERS SHALL BE ADJUSTED

SUCH THAT THEY DO NOT BROADCAST IRRIGATION WATER ON GENSET OR CMU RETAINING WALL.

SINGLE-STORY BUILDING
w/ AT&T ANTENNAS
ACCESS CLEARANCE, TYP.
36" BREAKERS/ALTERNATOR24" INTAKE/EXHAUST
GEN
1 2
3 FIRE
9'-4"
16'-0"

ASPHALT

PAVEMENT
2'-1"
2'-2"
3'-5"
2'-6"
OFF
SLOPE
SLOPE

CONCRETE

CURBING
3'-0" MIN.

ANY EXISTING LANDSCAPING AND/OR IRRIGATION

AFFECTED BY THE PROPOSED COMPOUND

EXPANSION SHALL BE RELOCATED/REROUTED

ACCORDINGLY TO MAINTAIN ORIGINAL SITE
AESTHETICS. SEE LANDSCAPING NOTE.

CONTRACTOR TO GRADE AS
REQUIRED. SEE GRADING NOTE
PROPOSED 6' TALL (4' MAX.

RETAINED) CMU BLOCK RETAINING
WALL, SEE SHEETS S-3, S-4
CON
3'-8"
3'-8"
CAUTION:

UNDERGROUND UTILITY LINES IN

AREA (HAND-DIG TRENCHES, FENCE

POST HOLES AND CMU COMPOUND)
PROPOSED 8'-0" WIDE DOUBLE

SWING GATE CENTERED ON
AREA, SEE SHEET S-3.

LOCATE EXISTING UTILITIES
PRIOR TO EXCAVATION.

PROPOSED 6' TALL CHAIN-LINK FENCE w/

GREEN PRIVACY SLATS TO MATCH EXISTING,
SEE SHEET S-3. LOCATE EXISTING UTILITIES
PRIOR TO EXCAVATION.

PORTION OF PROPOSED CHAIN-LINK FENCE
w/ GREEN PRIVACY SLATS INSTALLED ON
TOP OF CMU RETAINING WALL. MAINTAIN

SAME TOP OF FENCE ELEVATION - DO NOT
RAKE FENCE UP SLOPE, TYP.

PROPOSED
10'-4" x 16'-6"

LEASE AREA

PROPOSED CONCRETE SLAB,
SEE SHEET S-1

09/30/25
PO BOX 2621, BOISE, ID 83701
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WWW.GEOSTRUCTURAL.COM
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SHEET TITLE:

SHEET NUMBER:

A-3

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
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GENERAL DYNAMICS
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CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM

ELEVATION
VIEWS
2 SCALE
N.T.S. 2
SCALE
N.T.S.PROPOSED ELEVATION VIEW
1 SCALE
N.T.S.EXISTING ELEVATION VIEW
GRADE
0'-0"
TOP OF BUILDING12'-0"±

EXISTING TREE,
TYP.

EXISTING ~8' TALL

WOOD FENCE

EXISTING HILL

EXISTING SINGLE-STORY
BUILDING w/ AT&T ANTENNAS
(ANTENNAS NOT SHOWN)
EXISTING ANTENNA POLES w/

AT&T ANTENNAS (ANTENNAS

NOT SHOWN)
EXISTING ~6' TALL

CHAIN-LINK FENCE
w/ PRIVACY SCREEN

EXISTING ROLLER

SHUTTER
EXISTING ~12' TALL CMU

BLOCK COMPOUND WALL
w/ STUCCO FINISHTOP OF HILL
17'-0"±

TOP OF ANTENNA POLES
32'-0"±

EXISTING AT&T

EQUIPMENT CABINET

TOP OF VENT PIPES
12' MIN.
0'-0"

PROPOSED AT&T

DIESEL GENERATOR
VENT PIPE, TYP. OF (3)
GRADE
PROPOSED 6' TALL (4' MAX.

RETAINED) CMU RETAINING WALL
PROPOSED 6' TALL CHAIN-LINK
FENCE w/ GREEN PRIVACY SLATS

TO MATCH EXISTING (SHOWN

CUT-AWAY FOR CLARITY)
*UL2085* TOP OF GENERATOR
8'-8"

CMU - S
7'-0"
1'-0"

BLOCKOUT
2'-7"

BLOCKOUT
2"

BASE EXTENTS PER

MANUFACTURER
#4 U-BARS
CONDUIT STUB-UP AREA;

CONFIRM LOCATION & SIZE

WITH MANUFACTURER
A
AB
12'-0"

BASE EXTENTS PER MANUFACTURER

OUTLINE OF GENERATOR

FOOTPRINT
SLAB REINF.,

SEE SECTION A-A
B

GENERATOR PAD - SECTION B-B
SCALE: N.T.S.

SCALE: N.T.S.

GENERATOR PAD DETAIL
#5 TRANSVERSE
REBAR @ 12" O.C.
2"±
33 4" CLR.
3" TYP.
8" CONCRETE MIN.
#5 LONGITUDINAL REBAR @ 12" O.C.

OUTLINE OF GENERATOR
3 4" CHAMFER, TYP.

SCALE: N.T.S.

GENERATOR PAD - SECTION A-A
#4 U-BARS

CONDUIT

STUB-UP AREA
FLEXIBLE STUB CONDUITS.

SEE SHEET E-2.

CONCRETE PAD
13 4"
CLR.

TYP.

LONGITUDINAL

TRANSVERSE
4" LIFT OF 3 4"-MINUS CRUSHED
ROCK OVER WEED BARRIER.
6" COMPACTED GRANULAR BASE

COMPACTED SUBGRADE
NOTE: IT IS ACCEPTABLE TO INSTALL AND UTILIZE A PRE-CAST

GENERATOR PAD FOUNDATION SO LONG AS THE MINIMUM CONCRETE

AND REINFORCING REQUIREMENTS DETAILED HEREIN ARE MET, AND

PROVIDED SUB-GRADE SURFACE COMPACTION AND PREPARATION
ARE PERFORMED ADEQUATELY IN ACCORDANCE WITH THIS PLAN.
(8) 5 8"Ø x 33 4" EMBED HILTI KWIK BOLT
TZ2 STAINLESS STEEL EXPANSION
ANCHOR (OR APPROVED EQUAL).

REFERENCE ICC-ES ESR-4266 REPORT.

INSTALLATION TORQUE
= 60 FT-LB
6"
414"

HOLE DEPTH
1116"Ø HOLE (5 8"Ø BIT)

ANCHOR FRAME

TYPICAL ANCHOR
33 4"

EMBEDMENT
CONCRETE NOTES:

1. PRIOR TO EXCAVATION, CHECK THE AREA FOR UNDERGROUND FACILITIES.

2. ALL CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 19 OF THE IBC & ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", LATEST EDITION & HAVE THE FOLLOWING PROPERTIES:

A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI.

B CEMENT SHALL BE "LOW-ALKALI" TYPE IIA (MODERATE SULFATE RESISTANCE, AIR ENTRAINING) CONFORMING TO ASTM C150.

C MAXIMUM WATER/CEMENT RATIO OF 0.45 AND AIR-ENTRAINED 4% TO 7%.

D CONCRETE PROPORTIONING SHALL BE DESIGNED BY AN APPROVED LABORATORY.

TOLERANCES IN ACCORDANCE WITH ACI 117. COPIES OF CONCRETE MIX SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO PLACEMENT.

E ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. MAXIMUM AGGREGATE SIZE TO BE 3
4".

F MAXIMUM SLUMP: REFER TO GEOTECHNICAL REPORT WHEN APPLICABLE.

3. FORMWORK FOR CONCRETE SHALL CONFORM TO ACI 347. TOLERANCES FOR FINISHED CONCRETE SURFACES SHALL MEET CLASS-C REQUIREMENTS. IN NO CASE SHALL FINISHED CONCRETE SURFACES EXCEED THE FOLLOWING VALUES AS MEASURED FROM NEAT PLAN LINES AND FINISHED GRADES: ± 14" VERTICAL, ± 1" HORIZONTAL.

4. CHAMFER ALL EXPOSED CORNERS AND FILLET ENTRANT ANGLES 3 4" U.N.O.

5. CONCRETE FINISHING: CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH ACI. PROVIDE ROUGH FINISH FOR ALL SURFACES NOT EXPOSED TO VIEW AND SMOOTH FINISH FOR ALL OTHERS, U.N.O.

6. STEEL REINFORCEMENT AND CONCRETE SHOULD BE PLACED IMMEDIATELY UPON COMPLETION OF THE FOUNDATION EXCAVATION.

CONTRACTOR SHALL NOT ALLOW A COLD JOINT TO FORM IN THE CONCRETE. PORTION AT GRADE SHOULD BE FORMED.

TEMPORARY CASING MAY BE REQUIRED TO PREVENT CAVING PRIOR TO CONCRETE PLACEMENT.

REINFORCING STEEL NOTES:

1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL/HORIZONTAL BARS SHALL BE GRADE 60; TIES OR STIRRUPS SHALL BE A MINIMUM OF GRADE 40. ALL REINFORCING STEEL SHALL HAVE 3" (± 3 8") OF CONCRETE COVER, U.N.O.

2. ALL BAR BENDS, HOOKS, SPLICES AND OTHER REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ACI 315.

3. ALL BARS SHALL BE SPLICED WITH A MINIMUM LAP OF 48 BAR DIAMETERS. LAP SPLICES OF DEFORMED BARS IN TENSION ZONES SHALL BE CLASS-B SPLICES. WELDING OF BARS IS NOT PERMITTED.

4. AT ALL CORNERS AND WALL INTERSECTIONS, PROVIDE BENT HORIZONTAL BARS TO MATCH THE HORIZONTAL REINFORCING STEEL.

5. PROVIDE VERTICAL DOWELS IN FOOTINGS AND AT CONSTRUCTION JOINTS TO MATCH VERTICAL REINFORCING BAR SIZE AND SPACING.

6. ACI-APPROVED PLASTIC-COATED BAR CHAIRS OR PRECAST CONCRETE BLOCKS SHALL BE PROVIDED FOR SUPPORT OF ALL GRADE-CAST REINFORCING STEEL & SHALL BE SUFFICIENT IN NUMBER TO PREVENT SAGGING. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUB-GRADE.

7. DOWELS AND ANCHOR BOLTS SHALL BE WIRED OR OTHERWISE HELD IN CORRECT POSITION PRIOR TO PLACING CONCRETE. IN NO CASE SHALL DOWELS OR ANCHOR BOLTS BE "STABBED" INTO FRESHLY-POURED CONCRETE.

MECHANICAL ANCHOR NOTES:

1. HILTI PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, AS INCLUDED IN THE PACKAGING.

2. CONTRACTOR SHALL AVOID DRILLING HOLES IN VERTICAL/HORIZONTAL REINFORCING BARS.

3. HOLES MUST BE WIRE BRUSHED AND BLASTED WITH COMPRESSED AIR PRIOR TO INSTALLATION.

TEMPERATURES/METHODS/WORKING TIME/ETC. ARE TO BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.

FOUNDATION & SOIL NOTES:

1. FOUNDATION DESIGN BASED ON PRESUMPTIVE MINIMUM SOIL PARAMETERS (ALLOWABLE BEARING = 1,500 PSF; ALLOWABLE PASSIVE SLIDING = 100 PSF/FT) IN ACCORDANCE WITH THE IBC.

2. THE EXCAVATION SHALL BE INSPECTED PRIOR TO THE PLACEMENT OF CONCRETE AND THE CONTRACTOR SHALL PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORDS PURPOSES.

3. THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS NECESSARY TO SUPPORT THE EXCAVATION DURING CONSTRUCTION.

4. ALL FOUNDATIONS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB-GRADE PRIOR TO PLACING CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER-EXCAVATED AND REPLACED WITH "LEAN CONCRETE FILL" OR REPLACED WITH STRUCTURAL BACKFILL.

5. STRUCTURAL BACKFILL SHALL BE GRANULAR FREE-DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED PER ASTM D1557 (MODIFIED PROCTOR).

CBC
2,500
AND CBC.
1,000
(2) #4 U-BARS
(THIS LOCATION)
2'-0"
2"

GENERATOR PAD

DETAILS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

S-1

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
STRUCTURAL DESIGN NOTES:

ALL LOADS DERIVED FROM REQUIREMENTS OF THE IBC 2021, CBC 2022, ASCE 7 & ANSI TIA-222.

BUILDING & COMMUNICATION STRUCTURES: (37.959848° / -121.938375°)

1. WIND LOADS: IBC 2021, CBC 2022 & ASCE 7-16 w/ SUPPLEMENT 1 V = 93 MPH ULTIMATE WIND SPEED
STRUCTURE CLASS = II; EXPOSURE CATEGORY = C; TOPOGRAPHIC CATEGORY = 1.

IMPORTANCE FACTOR = 1.0.

2. SEISMIC LOADS: IBC 2021, CBC 2022 & ASCE 7-16 w/ SUPPLEMENT 1 STRUCTURE CLASS = II; SITE CLASS = D - DEFAULT.

SS = 2.169; S1 = 0.676 ; SDS = 1.735 ; ap = 1.0 ; Rp = 2.5 (10)
10"
4" . CLR.
.

G
DOUBLE WALL FUEL TANK BASE SPECIFICATION:

REF: AT&T 30KW GENERATOR PACKAGE
UL REGISTRATION NUMBER: MH 18459
UL 142 DOUBLE WALL FUEL TANK BASE SPECIFICATION
FUEL TANK BASE CONSTRUCTION:
+
BE CONSTRUCTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES STANDARD UL-142. BE CONSTRUCTED IN ACCORDANCE WITH FLAMMABLE COMBUSTIBLE LIQUIDS CODE, NFPA 30; THE STANDARD FOR INSTALLATION USE OF STATIONARY COMBUSTIBLE ENGINE GAS TURBINES, NFPA 37; AND THE STANDARD FOR EMERGENCY STANDBY POWER SYSTEMS, NFPA 110. + MINIMUM ANCHOR QUANTITY PER MANUFACTURER OR THIS PLAN SET; WHICHEVER IS LARGER.

SUB BASE TANK TESTING:
+ PRIMARY TANK & SECONDARY CONTAINMENT BASIN SECTIONS SHALL BE PRESSURIZED AT 3-5 PSI AND LEAK-CHECKED TO ENSURE INTEGRITY OF SUB BASE WELD SEAMS PER UL-142 STANDARDS FUEL FILL: 2.5 - 5 GALLON SPILL CONTAINMENT WITH ALARM
+ 40% REMAINING FOR ALARM
+ 20% REMAINING FOR SHUT-DOWN
FACTORY PRE-SET AT 90% FULL FOR ALARM
FUEL CONTAINMENT BASIN:
+

SUB BASE TANK SHALL INCLUDE A WELDED STEEL CONTAINMENT BASIN, SIZED AT A MINIMUM OF 110% OF THE TANK. CAPACITY TO PREVENT ESCAPE OF FUEL INTO THE ENVIRONMENT IN THE EVENT OF A TANK RUPTURE. A FUEL CONTAINMENT BASIN LEAK DETECTOR SWITCH SHALL BE PROVIDED. 15" x 15" SIGN
PLACE ON (2) VISIBLE SIDES OF

PROPOSED GENERATOR TANK
11" x 11" SIGN
PLACE ON (2) VISIBLE SIDES OF

PROPOSED GENERATOR TANK

6.5" x 3" SIGN
DIESEL TANK CHECKLIST:

READILY ACCESSIBLE MANUAL SHUTOFF VALVES SHALL BE INSTALLED ON SUPPLY PIPING AT THE POINT OF USE AND THE TANK (IFC 5003.2.2.1)
SECONDARY CONTAINMENT-TYPE TANKS SHALL BE UL LISTED, UL-142, AND COMPLY WITH ALL OF THE FOLLOWING REQUIREMENTS; OTHERWISE TRADITIONAL SPILL CONTROL OR SECONDARY CONTAINMENT MEASURES, SUCH AS DIKING, SHALL BE UTILIZED (NFPA 30 22.11.4) + CAPACITY OF DIESEL TANK SHALL NOT EXCEED 50,000 GAL.
+ PIPING CONNECTIONS SHALL BE ABOVE THE LIQUID LEVEL
+ MEANS SHALL BE PROVIDED TO PROTECT RELEASE OF LIQUID BY SIPHON FLOW. + MEANS TO DETERMINE LIQUID LEVEL IN TANK SHALL BE PROVIDED TO DRIVER. + MEANS TO PREVENT OVERFILLING BY AN ALARM AT 90% CAPACITY AND AUTOMATICALLY STOPPING DELIVERY OF LIQUID TO THE TANK AT 95% CAPACITY.
+ SPACING BETWEEN ADJACENT TANKS SHALL NOT BE LESS THAN 3'. + TANK SHALL BE PROTECTED AGAINST DAMAGE FROM VEHICLES. + INTERSTITIAL SPACE SHALL HAVE EMERGENCY VENTING.
+ INTEGRITY OF SECONDARY CONTAINMENT SHALL BE ESTABLISHED. + THE SECONDARY CONTAINMENT SHALL WITHSTAND THE HYDROSTATIC HEAD OF THE MAXIMUM AMOUNT OF LIQUID STORED IN THE PRIMARY TANK.

TANK LABELING AND PROTECTIONS:

THE FOLLOWING SIGNS AND LABELS SHALL BE AFFIXED TO THE TANK. + "DIESEL FUEL - NO SMOKING" (IFC 5703.5 & IFC 5003.7.1) + NFPA 704 PLACARD (IFC 5003.5)
+ EH&S
+ AT&T MOBILITY SIGN #3
CRASH PROTECTION COMPLYING WITH IFC 312 SHALL BE PROVIDED (IFC 5003.9.3) (IF APPLICABLE) GENERATOR FEATURES:

GENERATORS SHALL BE UL 2200 LISTED AND COMPLY WITH NFPA 37 AND NFPA 110. (IFC 1203.1.1) INSTALLATIONS SHALL HAVE A LABELED REMOTE MANUAL STOP (NFPA 110 5.6.5.6 & 5.6.5.6.1 AND NFPA 37

9.2.1.1)
NEPA NOTES:

1. CONSTRUCTION, INSTALLATION,

MAINTENANCE, & OPERATIONAL

TESTING OF EPSS SHALL COMPLY

WITH THE LATEST ADOPTED
EDITION OF NFPA 110.

2. ALL ELECTRICAL WORK SHALL

COMPLY WITH LATEST ADOPTED
EDITION OF NFPA 70 - NATIONAL
ELECTRICAL CODE.

FUEL TANK NOTES:

THE TANK SHALL BE MANUFACTURED
WITH THE FOLLOWING:
-INTERSTITIAL ELECTRONICALLY

MONITORED RUPTURE BASIN
-ALARM TO MONITOR THE SPACE

BETWEEN THE PRIMARY AND
SECONDARY TANK.
-OVERFILL ALERT TO VISUALLY WARN

WHEN THE TANK IS FILLED UPON
CAPACITY.
-OVERSPILL CONTAINMENT AT FILL

PORT TO PREVENT SPILL OF FUEL
DURING FILLING OPERATIONS.
-2.5/5 GALLON OVERSPILL
CONTAINMENT W/ LOCKABLE CAP.

REQUIRED LABELING & SIGNAGE

CONTRACTOR TO PROVIDE REQUIRED SIGNAGE

FOR ELECTRICAL PANELS, DISCONNECTS,
TRANSFER SWITCHES, ETC. PER NATIONAL
ELECTRICAL CODE ARTICLE 702.7

SECTION A-A
3 8"Ø STAINLESS STEEL U-BOLT w/ NUT
AND LOCK-WASHER. MAX. U-BOLT
TORQUE = 30 FT-LBS.

GALVANIZED

H-FRAME POST
3'-0" MIN.
(4'-0" MIN. IF SUB PANEL REQ'D)
6'-0"
PIPE CAP, TYP.

H-FRAME DETAIL (IF REQUIRED)
A A
6" MAX.
15 8" P1000T UNISTRUT MEMBER
INSTALLED TO H-FRAME POSTS.

APPLY TWO COATS OF COLD-GALV
COMPOUND TO "CUT" ENDS.

INSTALL VINYL END CAPS. (TO BE

FIELD LOCATED AS REQUIRED)
3-0" (MIN.) OR PER

LOCAL FROST DEPTH
4"

49.4" (VERIFY W/
ATS MANUF.)
NEW PIPE2.5STD (2.875"OD SCHEDULE
40) H-FRAME POST, TYP.
(ALTERNATE INSTALLATION:

CONTRACTOR MAY ELECT TO USE

EXISTING H-FRAME POST IF AVAILABLE)
2"

AUTOMATIC

TRANSFER
SWITCH

CAM-LOCK
BOX

EMERGENCY

SHUTOFF
SWITCH
12"Ø CONCRETE
FOOTING (f'c=2,500 psi)
⅊3 4x7x7
(4) 12"Ø x 33 4" EMBED HILTI
KWIK BOLT TZ2 STAINLESS

STEEL EXPANSION ANCHOR
(OR APPROVED EQUAL).

REFERENCE ICC-ES ESR-4266
REPORT.

3.75"
3/16
POST

FOOT PAD FOR SLAB-TOP INSTALLATION
(IF APPLICABLE)
1" DRY PACK, IF REQ'D
5"3"(MIN.) TO EDGE

OF SLAB
1" CROWN OR FOOTPAD
#2 SOLID, TINNED BARE COPPER WIRE

CADWELD POSTS TO GROUND RING

GROUND RING
ATS LOCATION NOTE:

ATS LOCATION SHOWN IN PLANS IS THE BEST AVAILABLE BASED ON THE INFORMATION PROVIDED. ALTERNATIVE LOCATION MAY BE REQUIRED AND SHALL BE APPROVED BY CONSTRUCTION MANAGER AND/OR LANDLORD. THIS DETAIL PROVIDES ALTERNATIVE METHODS OF INSTALLATION (NOT ALL DETAILS MAY BE USED).
[MAX. ATS + CAM-LOCK
WEIGHT = 210 LBS]
GRADE

PROPOSED GENERATOR

W/ DIESEL FUEL TANK ON

CONCRETE PAD
VENT PIPE, TYP. OF (3)
12' MIN.

GENERATOR VENTING DETAIL

VENT BRACING TO

ENCLOSURE PER

MANUFACTURER

ATS MOUNTING DETAIL
15" x 12" SIGN
PLACE ON (2) VISIBLE SIDES OF

PROPOSED GENERATOR TANK
UNISTRUT WALL ATTACHMENT:

WALL CONSTRUCTION

TYPE FASTENER
HOLLOW, AT STUD 3/8" DIA. x 2-1/2" EMBED SAE J429 GR.1

LAG SCREW

CONCRETE BLOCK
(HOLLOW)
3/8" DIA. HILTI HY-270 (ESR-4143) W/
SCREEN, MINIMUM EMBEDMENT 2-3/8"

CONCRETE
(SOLID)
3/8" DIA. HILTI HY-200 (ESR-3187),
MINIMUM EMBEDMENT 2-3/8"
NOTES:

1. USE GALVANIZED OR STAINLESS STEEL HARDWARE FOR

WALL MOUNT AND CONNECTION OF CHANNELS

2. GC SHALL USE NON-SHRINKING CAULK TO WEATHER SEAL

ALL PENETRATIONS INTO OR THROUGH WALL
PLACE ON (2) VISIBLE SIDES OF

PROPOSED GENERATOR TANK
201
COLOR: BLUE
COLOR: RED
COLOR: YELLOW

FOR FUEL & OTHER

ENVIRONMENTAL

EMERGENCIES

CALL EH&S
1-800-566-9347
(1-800-KNOW-EHS)
AT&T

MOBILITY

COMBUSTIBLE

NO SMOKING

NO OPEN FLAMES
FUEL TANK CAPACITY 132 GALS

DIESEL FUEL
**SEE SHEETS E-4.3, E-4.4 FOR

VENT PIPES, FUEL FILL, SPILL
& ALARM COMPONENTS
CFC
CFC
CFC
CFC
CFC
CFC

CALIFORNIA
18" (VERIFY w/
MANUF.)

49.4" (VERIFY w/

MANUFACTURER)
MOUNTING TAB, TYP. OF (4). INSTALL 3 8"Ø
STAINLESS STEEL THRU-BOLTS w/ NUTS AND
LOCK-WASHERS. MAX. THRU-BOLT TORQUE =
30 FT-LBS.

NEW AUTOMATIC TRANSFER SWITCH w/

CAM-LOCK MOUNTED TO NEW UNISTRUT
RAILS w/ THRU-BOLTS.
[CAM-LOCK IS SECURED TO ATS BODY AND
NOT ATTACHED TO UNISTRUT.] CAM-LOCK
NOT SHOWN FOR CLARITY.
1-5/8" P1000T UNISTRUT

MOUNTED TO WALL OR TO NEW

H-FRAME POSTS W/ FASTENER

PER ATTACHMENT TABLE ABOVE

AT EACH END

NEW MECHANICAL CONNECTION
WITH #2 AWG TO EXISTING
GROUND RING, SEE SHEET E-3

INSTALL TOP

OF ATS AT
5'-9" ABOVE
GRADE MAX.

MAX. ATS + CAM-LOCK
WEIGHT = 210 LBS

GENERAL

STRUCTURAL DETAILS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

S-2

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
UL-2085 DOUBLE WALL FUEL TANK BASE SPECIFICATION
MH 18481
UL-2085
UL-2085

CONCRETE MASONRY UNIT NOTES:

1. CONCRETE MASONRY UNITS (CMU) PER ASTM C90.

A MINIMUM COMPRESSIVE STRENGTH (f'm) OF 1900 PSI.

B NOMINAL (ACTUAL) FACE DIMENSIONS, 12"Wx8"Hx16"L (115 8"x75 8"x155 8").

PROVIDE SPECIAL SHAPES AS REQUIRED AT CORNERS, JAMBS, & BOND BEAMS.

C TYPE I, MOISTURE CONTROLLED, NORMAL-WEIGHT UNITS.

2. MORTAR PER ASTM C270
A EXTERIOR WALLS ABOVE GRADE: TYPE S, 14 TO 12 PART HYDRATED LIME TO 1 PART PORTLAND CEMENT BY VOLUME.

B EXTERIOR WALLS AT OR BELOW GRADE: TYPE M, 14 PART HYDRATED LIME TO 1 PART PORTLAND CEMENT BY VOLUME.

C PORTLAND CEMENT: ASTM C150, TYPE I OR II.

D HYDRATED LIME: ASTM C207, TYPE S.

3. GROUT PER ASTM C476
ALL REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING. VERTICAL BARS SHALL BE HELD IN POSITION AT THEIR TOP AND BOTTOM AND AT INTERVALS OF NOT MORE THAN 200 BAR DIAMETERS. NO "STABBING-IN" OF REINFORCEMENT IS PERMITTED.

4. GROUT SOLID ALL BOND BEAMS. RUN REINFORCING AROUND ALL CORNERS WITH APPROPRIATE SPLICES.

5. LAYING CMU WALLS:

A BOND PATTERN: ONE-HALF RUNNING BOND.

B LAY WALLS WITH 3
8" CONCAVE-TOOLED JOINTS.

6. VERTICAL REINFORCEMENT:
(1) #5 @ 16" O.C. FULL HEIGHT AT ALL WALLS IN FULLY GROUTED CELLS, U.N.O. (2) #5 @ EACH END OF WALL & EACH SIDE OF WALL OPENINGS IN FULLY GROUTED CELLS.

7. HORIZONTAL REINFORCEMENT:
(1) #5 @ 16" O.C. MAXIMUM SPACING VERTICALLY.
(2) #5 @ TOP AND BOTTOM OF EACH WALL & OPENINGS IN FULLY GROUTED CELLS.

PROVIDE (1) #5 HORIZONTAL CORNER/INTERSECTION BAR AT ALL BOND BEAM LEVELS w/ 48 BAR DIAMETER DEVELOPMENT ON EACH END.

CMU PERIMETER RETAINING WALL & FOOTING DETAIL
(2) #5 VERTICAL BARS
@ ALL CORNERS
(FULLY GROUTED)

LADDER OR TRUSS-TYPE HORIZONTAL
REINFORCEMENT OR #5 HORIZ.

REINFORCING BARS @ 16" O.C.

MAXIMUM VERTICAL SPACING
EXTEND 24" PAST ANY WALL OPENING
(2) #5 VERTICAL BARS
@ ALL OPENINGS, JAMBS

AND WALL TERMINATIONS
(FULLY GROUTED) OPENING
(2) #5 BARS IN FULLY
GROUTED CELLS @ EACH

SIDE OF EXPANSION JOINT

PREFORMED CONTINUOUS NEOPRENE
EXPANSION JOINT @ UNIFORM
MAXIMUM SPACING OF 25'-0" ALONG

LENGTH OF WALL
#5 HORIZONTAL CORNER
BARS @ BOND BEAM
(WHERE APPLICABLE)
32"
32"
NOTES: ALL WALL REINFORCING SHALL HAVE A MINIMUM LAP OF 32" ALL HORIZONTAL REINFORCING SHALL EXTEND 24" PAST ANY WALL OPENING

OR TERMINATION

VERTICAL

REINFORCEMENT

IN FULLY GROUTED CELLS
6" MIN.
3"

WALL OPENING

OR TERMINATION

CONTINUOUS HORIZONTAL

REINFORCING

CMU WALL CORNER & JAMB DETAIL CMU WALL EXPANSION JOINT DETAIL HORIZONTAL HOOK DETAIL (2) #5 BARS IN FULLY

GROUTED CELLS

PREFORMED CONTINUOUS

NEOPRENE EXPANSION
JOINT @ WALL INTERFACE

CMU WALL INTERFACE DETAIL
(IF APPLICABLE)

EXISTING WALLPROPOSED WALL

EXISTING

STRUCTURE CMU

COMPOUND WALL
40"
30"
16" WIDE x 4" THICK
CONC. SWALE
6'-0" MAX.
1'-2"

TOP OF FOOTING
4'-0" MAX.

RETAINED
4"Ø PERFORATED TOE DRAIN PIPE
WRAPPED IN FILTER FABRIC.

DAYLIGHT OR GRAVEL WELL AT ENDS
3" MIN.

COVER,
TYP.
5'-3"1'-0"1'-3"
7'-6"
1'-2"1'-10"
#5 CONT.
23 4" CLR.
6" CLR.

SHEAR KEY w/ (2) #5 HORIZ.

CONTINUOUS & #5 HOOKS @ 12" O.C.,
LAP w/ BOTTOM RIENF. MAT
22"
24"
#5 HORIZONTAL @ 12" O.C. EACH WAY
USE #5 CORNER BARS, TOP & BOTTOM @ ALL WALL

CORNERS
32"
32"
#9 GAUGE LADDER OR W1.7 TRUSS TYPE HORIZONTAL
REINFORCEMENT @ 16" O.C. MAXIMUM VERTICAL SPACING

ACI APPROVED REBAR CHAIRS
EXCAVATE 1'-0" BELOW BOTTOM OF FOOTING AND

BACKFILL WITH ENGINEERING FILL IN ACCORDANCE

WITH GEOTECHNICAL REPORT (WHEN AVAILABLE),
REFER TO FOUNDATION & SOIL NOTES, SHEET S-1
(1) #5 HORIZONTAL BAR @ 16" O.C. & AT BOTTOM COURSE
(2) #5 HORIZONTAL BOND BEAM BARS @ TOP COURSE
(1) #5 VERTICAL WALL REINFORCEMENT @ 16" O.C. &
(2) #5 @ ALL WALL CORNERS, ENDS AND OPENINGS
12" CMU BLOCK WALL, FULLY GROUT ALL CELLS SOLID
- SPECIAL INSPECTION REQUIRED
- FINISHED PER OWNER'S REQUIREMENTS
#5 VERTICAL HOOKED DOWEL @ 8" O.C. IN FULLY

GROUTED CELLS AND EXTENDED INTO FOUNDATION

CONTINUOUS CONCRETE WALL
FOOTING (f 'c = 2,500 psi MIN.)
2" TALL HEAD JOINT DRAINAGE WEEP HOLES w/
MESH SCREEN @ 16" O.C. (AVOID REINF.)
4" LAYER OF 3/4" ANGULAR GRAVEL

COMPACTED STRUCTURAL BACKFILL MATERIAL,
SEE FOUNDATION AND SOIL NOTES, SHEET S-1
#5 x 36" HORIZ. @ 16" O.C. TOP
15" WIDE WELL-GRADED 112 IN.-MINUS GRAVEL CHIMNEY

WRAPPED IN FILTER FABRIC BEHIND WALL SURFACE

FINISHED GRADE

TOP OF WALL
6R
2'-0" MAX.

TOP OF FENCE

FENCE POST, EMBEDDED (SOCKETED) IN FULLY GROUTED
CELL, LOCATE AT WALL CORNERS AND AT 4' O.C. MAX., SEE
SHEET S-3.1. DO NOT INTERRUPT CMU WALL REINFORCING.

FENCE POST LOCATIONS TO BE DETERMINED IN
THE FIELD.

IN THE EVENT THE PRIMARY CORNER CMU CELL
IS TOO CONGESTED w/ REBAR, CONTRACTOR

MAY INSTALL SOCKETED FENCE POSTS IN
ADJACENT CELL(s) IN ORDER TO FORM THE

FENCE CORNER

CMU RETAINING WALL

DETAILS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
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SHEET TITLE:

SHEET NUMBER:

S-3

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
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GENERAL DYNAMICS
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DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
8"
8"
8"
8"

TOP RAIL

LINE POST

CHAIN-LINK

FABRIC MESH
WEATHERTIGHT POST CAP, TYP.

TENSION BAR, USE (1) FOR EACH END OR GATE
POST, (2) FOR EACH CORNER POST

END, GATE, CORNER OR PULL POST
TENSION BAND, (1) PER FOOT OF FENCE
HEIGHT

DIAGONAL ROD WITH STEEL TURNBUCKLE

ON GATE & ALL CORNERS WITH

HORIZONTAL BRACE

SEE LINE POST

SPACING SCHEDULE

SEE LINE POST

SPACING SCHEDULE
1" CROWN
TYP.
3" CLR
12"Ø (MIN)
3'-6" MIN
0'-0" FINISH GRADE

LINE POST
BOTTOM

TENSION WIRE
CONC.

PIER, TYP.

BRACE RAIL

BRACE RAIL,
EA. CORNER,
EA. WAY
6' TO 8' CHAIN-LINK FABRIC
12"Ø (MIN)
3'-0" MIN
3" CLR
3'-0" MIN
3" CLR
12"Ø (MIN)
2" MAX

CLEARANCE FROM
GRADE, TYP.

A0

CHAIN-LINK ACCESS GATE DETAIL (IF REQUIRED)
CHAIN-LINK GATE/FENCE SPECIFICATIONS:
(INSTALL FENCING PER ASTM F567 / SWING GATES PER ASTM F900) NOTES:

GATE POST

4.500" O.D. SCHEDULE 40 PIPE FOR GATE WIDTHS UP T0 6
FEET, PER ASTM F1083.

POST & FENCE PIPE SIZES ARE FENCE
INDUSTRY STANDARD. ALL PIPE TO BE
HOT-DIP GALV. CROSS BRACE ALL POSTS
EXCEPT INTERMEDIATES.

LINE POST 6' TALL = 2.375" O.D. SCHEDULE 40 PIPE PER ASTM F1083. 8' TALL = 2.875" O.D. SCHEDULE 40 PIPE PER ASTM F1083.

CORNER POST 3.500" O.D. SCHEDULE 40 PIPE PER ASTM F1083.

TOP RAIL/BRACE RAIL 1.875" O.D. SCHEDULE 40 PIPE, PER ASTM F1083.

GATE FRAME 1.875" O.D. SCHEDULED 40 PIPE, PER ASTM F1083.

GATE LATCH 1.375" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK.

CONTRACTOR TO INSTALL (2) GATE

HOLDBACKS TO HOLD GATE OPEN DURING
USE.

FABRIC 9 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM A392.
-

TIE WIRE
MINIMUM 11 GA. GALVANIZED STEEL AT POSTS AND RAILS

A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY
HOG RINGS SPACED MAX. 24" INTERVALS.
-
TENSION WIRE 7 GA. GALVANIZED STEEL. -

BARBED WIRE
DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH
WITH FABRIC 14 GA. 4 PT. BARBS SPACED ON
APPROXIMATELY 5" CENTERS.

LOCAL ORDINANCE OF BARBED WIRE

PERMIT REQUIREMENTS SHALL BE
COMPLIED WITH IF REQUIRED.

CHAIN-LINK FENCE DETAIL

GATE FRAME
TENSION BAR, USE (1) FOR EACH

GATE POST
"STYMIE LOCK" ASSEMBLY

PLUNGER BAR

DIAGONAL ROD WITH STEEL

TURNBUCKLE ON GATE & ALL CORNERS

WITH HORIZONTAL BRACE

GATE FRAME
"MUSHROOM" TYPE CENTER GATE

STOP EMBEDDED IN CONCRETE

CHAIN-LINK FABRIC MESH
12"Ø CONC. PIER, TYP.

SEE PLANS SHEET
3'-6"
3" CLR 1" CROWN
6'-0" CHAIN-LINK FABRIC
2"
0'-0" FINISH GRADE
"THERMOWELD" 38-5532-24 #2 AWG
FLEX GATE GROUND JUMPER, 24"
LONG (POST TO GATE), TYP.
#2 SOLID, TINNED BARE COPPER WIRE
CADWELD POST TO GROUND RING, TYP.
#2 SOLID, TINNED BARE

COPPER WIRE CADWELD

CORNER POSTS TO

GROUND RING

GROUND RING

GROUND RING
EXISTING CONDITIONS:
1 CONTRACTOR TO MATCH EXISTING HEIGHT AND SECURITY IMPLEMENTS.

A STANDARD 6' FENCE IS SHOWN AND MAY REQUIRE MODIFICATIONS TO MATCH EXISTING.
2 CONTRACTOR TO MATCH EXISTING FENCE DESIGN AND FINISH BY ADDING SLATS, MESH, PAINT, ETC..

LINE POST SPACING SCHEDULE:

DESCRIPTION MAXIMUM SPACING
6' TALL MESH ONLY 10'-0"
6' TALL MESH W/ PRIVACY SLATS 5'-0"
8' TALL MESH ONLY 8'-0"
8' TALL MESH W/ PRIVACY SLATS 4'-0"
⅊3 4x7x7
(4) 12"Ø x 33 4" EMBED HILTI
KWIK BOLT TZ2 STAINLESS

STEEL EXPANSION ANCHOR
(OR APPROVED EQUAL).

REFERENCE ICC-ES ESR-4266
REPORT.

3.75"
3/16
POST

LINE POST FOOTPAD FOR

SLAB-TOP INSTALLATION
(IF APPLICABLE)
1" DRY PACK, IF REQ'D
5"3"(MIN.) TO EDGE

OF SLAB
⅊3 4x9x9
(4) 12"Ø x 33 4" EMBED HILTI
KWIK BOLT TZ2 STAINLESS

STEEL EXPANSION ANCHOR
(OR APPROVED EQUAL).

REFERENCE ICC-ES ESR-4266
REPORT.

3.75"
3/16
POST

GATE/CORNER POST FOOTPAD FOR

SLAB-TOP INSTALLATION
(IF APPLICABLE)
1" DRY PACK, IF REQ'D
7"3"(MIN.) TO EDGE

OF SLAB

FENCE & GATE

DETAILS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
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0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

S-3.1

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
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GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM

PRIVACY SLATS TO BE ADDED TO NEW

FENCE SECTIONS TO MATCH EXISTING

PRIVACY SLATS TO BE ADDED TO NEW

FENCE SECTIONS TO MATCH EXISTING
6' CHAIN-LINK FENCE FABRIC
.
6' CHAIN-LINK FENCE FABRIC
.

AGGREGATE NOTES:
1 THE AGGREGATE MATERIAL TO BE USED WILL BE PRODUCED FROM SOUND, TOUGH, DURABLE ROCK AND SHALL BE UNIFORM IN QUALITY AND GRADATION. THE CRUSHED MATERIAL WILL BE REASONABLY FREE FROM SOFT OR DISINTEGRATED PIECES, ORGANIC MATERIALS, AND OTHER OBJECTIONABLE MATTER. 2 THE AGGREGATE MATERIAL WILL SHOW A LOSS LESS THAN 35% IN THE LOS ANGELES ABRASION TEST. 3 THE PERCENTAGE OF SOFT PARTICLES, AS DETERMINED BY THE CLAY LUMPS AND FRIABLE PARTICLES [AASHTO T 112], SHALL NOT BE MORE THAN 5%.
4 THE AGGREGATE MATERIAL USED WILL NOT HAVE A SAND EQUIVALENT LESS THAN 30 IF 5% OR MORE OF THE MATERIAL PASSES THE NUMBER 200 SIEVE.
5 80% OF THE GRAVEL (BY WEIGHT) OF THE COMBINED COURSE AGGREGATE SHALL HAVE THREE OR MORE ROUGH ANGULAR SURFACES AND PRODUCED BY CRUSHING OF THE ROCK.
6 THE PLASTICITY INDEX OF THE FINISHED AGGREGATE PRODUCT SHALL NOT EXCEED 6.

AGGREGATE GRADATION CHART:
(% BY WEIGHT PASSING SIEVES)
SIEVE SIZE 2"-MINUS 3 4"-MINUS
212" 100 -
2" 90-100 -
1" 55-83 100
3 4" - 90-100
No. 4 30-60 40-65
No. 8 - 30-50
No. 30 10-25 -
No. 200 0-8 3-9
COMPACTION NOTE:

STRUCTURAL FILL SHALL BE GRANULAR FREE-DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 12" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED PER ASTM D1557.

ELEVATE COMPOUND
(IF APPLICABLE)
4"

PROOF-ROLL SUBGRADE PRIOR TO

PLACEMENT OF FILL MATERIAL
2 1

UNDISTURBED SOIL

CLIENT APPROVED WEED

BARRIER
4" OF 3 4" CRUSHED ROCK

LEASE AREA

SEE PLAN
CLEAR & GRUB UPPER 4" (MIN.) OF

EXISTING GROUND SURFACE &

REPLACE W/ STRUCTURAL FILL

EXISTING GRADE
COMPACTED 2"-MINUS

STRUCTURAL FILL,

SEE GRADATION CHART

COMPOUND DETAIL
A2

COMPOUND DETAIL
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
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WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

S-4

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM

SINGLE LINE DIAGRAM

ALL ELECTRICAL WORK CONDUCTED ON PANELS TO

BE VERIFIED WITH CONSTRUCTION MANAGER AND

CONDUCTED BY AN APPROVED ELECTRICAL
CONTRACTOR LICENSED IN THE STATE.

TYP 1
CONDUIT / WIRE SCHEDULE:

NO. FROM TO WIRES GROUND CONDUIT

SIZE FUNCTION

NORMAL POWER
SOURCE

AUTOMATIC
TRANSFER SWITCH (4) W/C (1) W/C (1) W/C NORMAL POWER FEEDER TO ATS (CUT BACK EXISTING)

AUTOMATIC
TRANSFER SWITCH LOAD CENTER (4) W/C (1) W/C (1) W/C POWER FEEDER FROM ATS TO PANELS

GENERATOR AUTOMATIC
TRANSFER SWITCH (4) W/C (1) W/C (1) W/C STANDBY POWER FEEDER TO ATS

AUTOMATIC
TRANSFER SWITCH GENERATOR (2) W/C (1) W/C (1) W/C START CIRCUIT

LOAD CENTER
(DISTRIBUTION

CENTER)

GENERATOR, ATS
(2) W/C
(2) W/C
(2) W/C
(1) W/C
(1) W/C
(1) W/C
(1) W/C
(1) W/C
(1) W/C

CKT FOR GEN BLOCK HEATER & BATTERY HEATER,

CKT FOR BATTERY CHARGER,

CKT FOR ATS CONTROLS (SEE BREAKER NOTE)

GENERATOR THROUGH ATS TO

ALARM BLOCK
12-PAIR 24
AWG OR 2EA
6-PAIR CAT5
N/A 1"
ALARM CABLES (1) 12 PAIR 24 AWG. PROVIDE 24" OF
SLACK CABLE. FINAL PUNCH DOWN IS BY AT&T TECH.

LABEL ALL WIRES

AUTOMATIC

TRANSFER SWITCH ALARM BLOCK
(2) 12-PAIR 24
AWG OR (2)
6-PAIR CAT5
(1) 1-PAIR
24AWG
N/A 1"
ALARM CABLES (1) 12 PAIR 24 AWG (RUN THRU

INTERIOR OF SHELTER OR GROUND EQUIPMENT & INTO
ALARM BOX). PROVIDE SINGLE PAIR FOR COMMERCIAL
POWER FAIL ALARM. PROVIDE 24" OF SLACK CABLE.

FINAL PUNCH DOWN IS BY AT&T TECH. LABEL ALL
WIRES

CAM-LOCK BOX AUTOMATIC
TRANSFER SWITCH (4) W/C (1) W/C (1) W/C STANDBY POWER FEEDER TO ATS (W/C) = SEE WIRE/CONDUIT SIZING TABLE FOR VALUES
1 2
3 4
5 6
7 8
ALARM WIRE IDENTIFICATION CHART:

WIRE ALARM
BROWN

BROWN / WHITE GENERATOR RUNNING
GREEN

GREEN / WHITE CRITICAL FAULT
BLUE

BLUE / WHITE MINOR FAULT
ORANGE

ORANGE / WHITE LOW FUEL
BROWN *
BROWN / WHITE * FUEL LEAK
*CAT5 CABLE ONLY, FROM 2ND CAT5 CABLE

EXISTING DISTRIBUTION PANEL
NEW 66 BLOCK

FOR GENERATOR

ALARM CIRCUITS
(ON EXISTING

TELCO BOARD)

CONTRACTOR SHALL NOT SUBMIT BIDS

OR PERFORM CONSTRUCTION WORK ON

THIS PROJECT WITHOUT ACCESS TO THE

CURRENT COMPLETE SET OF DRAWINGS
LISTED IN THE TITLE-SHEET INDEX.

EXISTING 200A

MAIN SERVICE

DISCONNECT
M G N
NEW ARTICLE 702 30KW
GENERATOR 120/208, 3PH, 60Hz
G
150A
EXISTING 120/208, 3PH, 200A DISTRIBUTION

PANEL AT EQUIPMENT

EQUIPMENT AREA

INTERCEPT EXISTING CONDUIT AND CONDUCTORS

PRIOR TO MAIN PANEL AND RE-ROUTE TO NEW ATS

NEW CAM-LOCK BOX FOR PORTABLE

GENERATOR CONNECTION
20A
20A
20A
7 PANEL w/ ROOM

FOR BREAKERS
(2) OR (3) NEW 20A WITH

ADEQUATE KAIC RATING

FOR AFC AT PANEL
PANEL NOTES:

1. CONTRACTOR TO LABEL WIRES WITH P-TOUCH OR SIMILAR LABELS ONLY. ABSOLUTELY NO HANDWRITTEN LABELS.

2. CONTRACTOR SHALL PERFORM A POWER STUDY ON EXISTING AC PANEL PRIOR TO INSTALLING, CHANGING, ALTERING, OR REMOVING ANY BREAKER. NO WORK SHALL BE COMPLETED ON AC PANEL WITHOUT PROPER INSPECTOR OR ENGINEER APPROVED DOCUMENTATION CONFIRMING CAPACITY ON SITE. ALL WORK SHALL CONFORM TO NEC VERSION ENFORCED BY A.H.J. AT TIME OF INSTALLATION.

3. CONTRACTOR SHALL VERIFY THAT THE MAXIMUM DEMAND FOR ALL CONNECTED EQUIPMENT AT THIS SITE AS CALCULATED PER NEC DOES NOT EXCEED THE GENERATOR OUTPUT CIRCUIT BREAKER RATING. (SEE NOTE #4 ALSO.)

4. IF MAXIMUM DEMAND OF GENERATOR OUTPUT CIRCUIT BREAKER RATING AS CALCULATED PER NEC IS

CONTINGENT ON THE TWO HVAC UNITS NOT OPERATING CONCURRENTLY, THEN CONTRACTOR SHALL VERIFY THAT THE HVAC LEAD/LAG CONTROLLER IS CONFIGURED TO PREVENT CONCURRENT OPERATION. IF NOT, THEN CONTRACTOR SHALL RECONFIGURE IT AS NEEDED TO PREVENT TRIPPING THE CIRCUIT BREAKER.

5. SEE REQUIRED LABELING & SIGNAGE; SHEET S-2.
5 3
6 4
5 5
1 2
8 WIRE/CONDUIT SIZING: FEEDER MAX 1-WAY LENGTH IN FEET
WIRE SIZE 150A OCP
120/240V 1P
150A OCP
120/208V 1P
150A OCP
208Y/120V 3P
200A OCP
120/240V 1P
200A OCP
120/208V 1P
200A OCP
208Y/120V 3P
GROUND

WIRE SIZE

CONDUIT
SIZE
1/O 192 166 192 - - - #4 1-1/2"
2/O 227 196 227 - - - #4 2"
3/O 284 246 284 213 185 213 #4 2"
4/O 337 292 337 253 220 254 #4 2"
250 KCMIL 378 328 378 284 246 284 #4 2-1/2"
300 KCMIL 423 367 423 318 275 318 #3 2-1/2"
350 KCMIL 471 408 471 354 307 354 #2 2-1/2"
400 KCMIL 510 442 510 383 332 383 #2 3"
500 KCMIL 581 503 581 436 378 436 #1 3"
600 KCMIL 625 541 625 469 406 469 1/O 3-1/2"
750 KCMIL 694 601 694 521 451 521 2/O 3-1/2"
1000 KCMIL 781 677 781 586 508 586 3/O 4"
FEEDER MAXIMUM LENGTH VALUES SHOWN ARE FOR MAX. FEEDER VOLTAGE DROP OF 2.5%. NOTE THAT A 30KW GENERATOR REQUIRES NO MORE THAN 150A OCP.

MAX. ONE-WAY LENGTH VS. WIRE SIZE FOR 20A CKT, AND NEC REQ'D

INCREASED GROUND WIRE SIZE - BELOW GROUND

WIRE SIZE DISTANCE GROUND WIRE SIZE CONDUIT SIZE
#12 0 - 51 FT #12 1"
#10 52 - 85 FT #10 1"
#8 86 - 130 FT #8 1"
#6 131 - 203 FT #6 1"
FOR LONG RUNS, PER NEC 300.3(B)(1),
FOR CONDUCTORS 1/O AND LARGER,

CONTRACTOR MAY ELECT TO INSTALL

EQUIVALENT SETS OF PARALLEL

CONDUCTORS (UPSIZE GROUND WIRE
AND CONDUIT ACCORDINGLY). SMALLER

CONDUCTORS REQUIRING UPSIZING
MUST BE REPLACED w/ ADEQUATELY
SIZED LARGER CONDUCTORS.
(IF REQ'D)
NOTE: ALL

CONDUCTORS TO BE

COPPER UNLESS
NOTED OTHERWISE.

ATS POLE NOTE:

NEW ATS/CAMLOCK ARE CONFIGURABLE FOR SINGLE OR THREE
PHASE OPERATION. IN SINGLE PHASE INSTALLATIONS, 3-POLE

ATS TO BE INSTALLED WITH ONE POLE NOT CONNECTED
(UNUSED) AND TO BE CONFIGURED FOR DUAL-POLE USE.

NEUTRAL SHALL NOT BE SWITCHED.

BREAKER QUANTITY NOTE:
"ATS CONTROLS" CIRCUIT MAY NOT BE REQUIRED TO POWER ATS.

CONTRACTOR TO FIELD-VERIFY PER APPLICATION ON EQUIPMENT.

GENERATOR NEUTRAL SHALL NOT BE BONDED
TO GROUND AT THE GENERATOR. IT SHALL

BE SOLIDLY CONNECTED THROUGH THE ATS,

WITH NO SWITCHING DEVICE INSERTED IN THE

CONDUCTOR, TO THE UTILITY SERVICE
NEUTRAL. (OPEN TRANSITION, FLOATING

NEUTRAL AT GENERATOR) THIS GENERATOR

IS NOT INTENDED TO BE A SEPARATELY
DERIVED SYSTEM.

EXISTING METER

EXISTING MAIN

SERVICE FEED
200A
200A

BOND TO EXISTING SITE LIGHTNING

PROTECTION GROUNDING SYSTEM USING
#2 AWG BARE SOLID TINNED COPPER

GROUND PROTECTED IN RIGID OR

INTERMEDIATE METAL CONDUIT
(RMC/IMC) OR RIGID PVC CONDUIT, TYP. IF

METALLIC IS USED, CONDUCTOR MUST BE
BONDED TO BOTH ENDS OF CONDUIT.

NEW LOCKABLE EMERGENCY

SHUTOFF SWITCH
NEW 120/208, 3PH, 60 Hz 200A NEMA 3R ATS
RATED 25kAic, SEE ATS POLE NOTE. IF UTILITY
SPECIFIED AFC IS GREATER THAN 25kAic, THIS
DESIGN WILL NEED REVISIONS.

CEC
CEC
CEC

CEC CEC

ELECTRICAL

DETAILS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

E-1

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
EXISTING 120/208, 3PH, 200A ASCO 300L

INTEGRATED LOAD CENTER (ILC) / ATS WITH

AC DISTRIBUTION PANEL
(2) OR (3) PROPOSED 20 AMP

BREAKERS FOR BLOCK HEATER,

BATTERY HEATER, AND

BATTERY CHARGER ON NEW

AT&T GENERATOR
(INSTALL FILLER PLATES ON

ANY OPEN SLOTS)

G

CONDUIT COUPLING

SLIP JOINT (IF REQUIRED PER NEC)

CONDUIT ELBOW

CONDUIT PLUG FOR

SPARE CONDUIT

PROPOSED

CONDUIT
U.L. SYSTEM NO. C-AJ-1150
CONDUIT THROUGH BEARING WALL SIMILAR TO U.L. DESIGN NO. U902 F RATING = 3 HR
T RATING = O HR

1. FLOOR OR WALL ASSEMBLY : MINIMUM 4-1/2" THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAMETER OF OPENING IS 4". (SEE CONCRETE BLOCKS 9CATZ) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.

2. THROUGH PENETRATIONS : ONE METALLIC PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE ANNULAR SPACE SHALL BE MINIMUM 0". (POINT CONTACT) TO MAXIMUM 1-3/8". THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE USED:

A. STEEL PIPE-NOMINAL 6" DIAMETER (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL PIPE B. IRON PIPE-NOMINAL 6" DIAMETER (OR SMALLER) CAST OR DUCTILE IRON PIPE.

C. CONDUIT - NOMINAL 4" DIAMETER (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR NOMINAL 3-1/2" DIAMETER (OR SMALLER) STEEL CONDUIT.

3. PACKING MATERIAL: MINIMUM 6" THICKNESS OF MIN 4.0 PCF MINERAL WOOL BATTING INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING

MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES

OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.

4. FILL, VOID, OR CAVITY MATERIAL*: SEALANT: MINIMUM 1/4" THICKNESS OF FILL

MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR AND WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION BETWEEN PIPE AND CONCRETE, A MINIMUM 1/2" DIAMETER BEAD OF FILL MATERIAL SHALL BE APPLIED AT

THE CONCRETE/PIPE INTERFACE ON THE TOP SURFACE OF FLOOR AND ON BOTH SURFACES OF WALL. W-RATING APPLIES ONLY WHEN CP601S OR CP604 SEALANT IS USED.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC. : CP601S, CP604, CP606, OR FS-ONE SEALANT.
* BEARING THE UL CLASSIFICATION MARK
A
A
4 2
3 2
4 4
NOTE:

1. IF EXISTING CONSTRUCTION VARIES
FROM THIS DETAIL, AN EQUAL 3-HR
U.L. PENETRATION APPROPRIATE FOR

THE EXISTING WALL TYPE SHALL BE

CONSTRUCTED

2. GC SHALL USE NON-SHRINKING CAULK

TO WEATHERSEAL ALL PENETRATIONS
INTO OR THRU SHELTER WALL.

OUTER WALL PENETRATION DETAIL (IF APPLICABLE)

UTILITY TRENCH SECTION (IF APPLICABLE)

SLIP JOINT DETAIL (IF APPLICABLE)
CONDUIT NOTES:

1. VERIFY WIRE AND CONDUIT QUANTITY & SIZES WITH GENERATOR MAKE & MODEL # PRIOR TO INSTALLATION. VERIFY ELECTRICAL REQUIREMENTS WITH LOCAL UTILITY PROVIDER.

2. ALL CONDUIT ABOVE GRADE OR IN AREAS OF HIGH TRAFFIC SHALL BE SCH 80 PVC.

3. PROVIDE SCH 40 PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW.

4. PROVIDE SCH 80 PVC CONDUIT AND ELBOWS AT STUB UP LOCATIONS (I.E.

SERVICE POLE, BTS EQUIPMENT, ETC.)

5. INSTALL UTILITY PULLBOXES PER NEC.

BACKFILL MATERIAL COMPACTED TO
95% RELATIVE DENSITY PER

STANDARD PROCTOR
COMPACTED SAND TO 95% RELATIVE

DENSITY PER STANDARD PROCTOR
26" MIN
30" MAX
1'-0"1'-0"
1'-6"
8"

UNDISTURBED SOIL

ELECTRICAL CONDUIT(S)
CONDUIT NOTES:

1. VERIFY WIRE AND CONDUIT QUANTITY & SIZES WITH GENERATOR MAKE & MODEL # PRIOR TO INSTALLATION. VERIFY ELECTRICAL REQUIREMENTS WITH LOCAL UTILITY PROVIDER.

2. ALL CONDUIT ABOVE GRADE OR IN AREAS OF HIGH TRAFFIC SHALL BE SCH 80 PVC.

3. PROVIDE SCH 40 PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW.

4. PROVIDE SCH 80 PVC CONDUIT AND ELBOWS AT STUB UP LOCATIONS (I.E.

SERVICE POLE, BTS EQUIPMENT, ETC.)

5. INSTALL UTILITY PULLBOXES PER NEC.

SECTION A-A

CONTRACTOR SHALL NOT SUBMIT BIDS

OR PERFORM CONSTRUCTION WORK ON

THIS PROJECT WITHOUT ACCESS TO THE

CURRENT COMPLETE SET OF DRAWINGS
LISTED IN THE TITLE-SHEET INDEX.

ELECTRICAL WARNING TAPE

CONTRACTOR TO MATCH EXISTING GRADE CONDITIONS

AFTER TRENCH PLACEMENT AND COMPACTION
(FOR PAVEMENT) CONTRACTOR TO SAW-CUT AND REMOVE
EXISTING PAVEMENT. UPON REPLACEMENT, CONTRACTOR

TO MATCH EXISTING PAVEMENT THICKNESS, PLACEMENT

DETAILS AND DRAINAGE CONDITIONS AFTER TRENCH

PLACEMENT AND COMPACTION

GALVANIZED CHANNEL

WITH PIPE CLAMP PER

MANUFACTURER

CONDUIT

COOPER B-LINE DURA-BLOK

SLEEPER (OR SIMILAR) AT
5'-0" O.C. MAX

ROOF DECK

ROOF CONDUIT MOUNTING DETAIL (IF APPLICABLE)
3 4
2 3
1 4
2 1
2 3
4 CONDUIT (TYP)
P1119 OR P2558 CLAMP

EXISTING WALL/CEILING

CONDUIT WALL MOUNT DETAIL (IF APPLICABLE)
"UNISTRUT" P1000T. REQUIRED LENGTH BASED
ON QUANTITY OF CONDUIT TO BE MOUNTED.

INSTALL AT 5'-0" O.C. MAX. W/ FASTENER PER
ATTACHMENT TABLE AT EACH END.
1 UNISTRUT WALL ATTACHMENT:

WALL CONSTRUCTION

TYPE FASTENER
HOLLOW, AT STUD 3/8" DIA. x 2-1/2" EMBED LAG SCREW

CONCRETE BLOCK
(HOLLOW)
3/8" DIA. HILTI HY-270 (ESR-4143) WITH
SCREEN, MINIMUM EMBEDMENT 2-3/8"

CONCRETE
(SOLID)
3/8" DIA. HILTI HY-200 (ESR-3963),
MINIMUM EMBEDMENT 2-3/8"
NOTES:

1. USE GALVANIZED OR STAINLESS STEEL HARDWARE FOR

WALL MOUNT AND CONNECTION OF CHANNELS

2. GC SHALL USE NON-SHRINKING CAULK TO WEATHER SEAL

ALL PENETRATIONS INTO OR THROUGH WALL
CEC
CEC
CEC

ELECTRICAL

DETAILS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

E-2

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM

G

TA VN NC SS

VV VS VB PT

GT GY GR GL
GROUNDING NOTES:

1. IF MORE THAN 20' FROM EXISTING GROUND RING, INSTALL GROUND ROD (5/8" x 10' SS). ROD SPACING: 10' MIN. TOP OF ROD AND GROUND WIRE TO BE BELOW FROST LINE.

2. CONTRACTOR SHALL COORDINATE INCOMING SERVICES WITH LOCAL UTILITIES PRIOR TO TRENCHING.

3. ALL CONDUCTORS SHALL BE COPPER, 75 DEGREES C RATED, AND CONDUCTOR INSULATION BE THWN OR THHN.

4. ALL TERMINATION SHALL BE LISTED AND IDENTIFIED FOR USE WITH 75°C RATED CONDUCTORS OPERATING AT 75°C.

5. GROUND FAULT PROTECTION REQUIRED FOR UTILITY RECEPTACLES.

6. GENERATOR NEUTRAL SHALL NOT BE GROUNDED AT THE GENERATOR. REFER TO SINGLE LINE DETAIL, SHEET E-1.

7. EQUIPMENT LOCATED OUTSIDE OR EXPOSED TO MOISTURE SHALL BE NEMA 3R RATED.

8. CONTRACTOR SHALL USE SCHEDULE 80 PVC CONDUIT THROUGH CONCRETE AND ABOVE GROUND, UNLESS OTHERWISE NOTED.

9. ALL NEWLY INSTALLED EQUIPMENT SHALL BE RATED "AT 10K AIC" MINIMUM. HIGHER RATINGS SHALL BE REQUIRED WHERE AVAILABLE FAULT CURRENT EXCEEDS THIS VALUE. EXACT FAULT CURRENT AVAILABLE SHALL BE

COORDINATED WITH LOCAL UTILITY BASED ON EXACT CONDITIONS (XFMR SIZE, PERCENT IMPEDANCE, LENGTH OF CONDUCTORS, ETC).

GROUND ROD DETAILS

CADWELD DETAILS
GROUND ROD NOTES:

1. GROUND RODS MAY BE:
- COPPER CLAD STEEL
- SOLID COPPER

2. GROUND RODS SHALL HAVE A

MAXIMUM SPACING TWICE THE

LENGTH OF ROD

3. SEE RESISTIVITY REPORT FOR

VERIFICATION AS AVAILABLE

4. A LARGER CONDUCTOR SHALL BE

REQUIRED IN AREAS HIGHLY PRONE

TO LIGHTNING AND/OR AREAS WITH

HIGHLY ACIDIC SOIL

5. GROUND RODS INSTALLED WITHIN

CLOSE PROXIMITY TO TOWER OR
WHEN SOIL IS AT OR BELOW 2,000

OHM-CM, SHALL BE GALVANIZED TO

PREVENT GALVANIC CORROSION OF
TOWER, (SEE ANSI/TIA-EIA-222)

6. PROVIDE (1) GROUND LEAD TO EACH

SIDE OF THE GENERATOR

CADWELD
GRADE
#2 AWG BCW

GROUND RING

GROUND ROD
5 8"Ø x 10'-0"
LONG MAX.

CONTRACTOR SHALL NOT SUBMIT BIDS

OR PERFORM CONSTRUCTION WORK ON

THIS PROJECT WITHOUT ACCESS TO THE

CURRENT COMPLETE SET OF DRAWINGS
LISTED IN THE TITLE-SHEET INDEX.
30" OR 6" BELOW FROST

LINE, WHICHEVER IS
DEEPER.

EXISTING EQUIPMENT

SHELTER OR PAD

TRANSFER SWITCH &

CAM-LOCK BOX

PROPOSED GENERATOR
#2 AWG BARE TINNED GROUND WIRE TO
EXISTING EQUIPMENT GROUND RING.

GROUND GENERATOR PER

MANUFACTURER'S RECOMMENDATIONS
EXISTING GROUND WIRE, TYP.

EXISTING BURIED EQUIPMENT

GROUND RING (FIELD LOCATE)
#2 AWG GROUNDED TO
FENCE IF LESS THAN 6FT

ELECTRICAL SYMBOLS LEGEND

EXOTHERMIC WELD TYPE CONNECTION

MECHANICAL TYPE CONNECTION

NEW GROUNDING

EXISTING GROUNDING

TYPICAL GROUNDING DIAGRAM
FENCE GROUNDING:

1. SEE FENCE & GATE DETAILS

SHEET FOR ADDITIONAL

GROUNDING (IF APPLICABLE)
#2 AWG BARE TINNED BOND TO

NEW GROUND ROD (IF NOT

ADJACENT TO COMPOUND OR

EQUIPMENT GROUND RING)
(TYP. OF TWO)
#2 AWG BARE TINNED BOND TO NEW

GROUND ROD (IF NOT ADJACENT TO

COMPOUND OR EQUIPMENT GROUND RING)

ELECTRICAL

DETAILS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

E-3

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
E-3

3G

2.2 GENERAC 30KW GENERATOR SPECIFICATIONS
* All measurements are approximate and for estimation purposes only. Specification characteristics may change without notice. Please contact a Generac Power Systems Industrial Dealer for detailed installation drawings.

NOTE: IT IS RECOMMENDED THAT

BATTERY BE WITHIN LEAK

CONTAINMENT BOX OR TRAY
SD030 | 2.2L | 30 kW

INDUSTRIAL DIESEL GENERATOR SET
EPA Certified Stationary Emergency

SPEC SHEET
1 of 6
Powering AheadCodes and Standards
Not all codes and standards apply to all configurations. Contact factory for details.

UL2200, UL508, UL489, UL142
CSA C22.2
BS5514 and DIN 6271
SAE J1349
NFPA 37, 70, 99, 110
NEC700, 701, 702, 708
ISO 3046, 7637, 8528, 9001
NEMA ICS10, MG1, 250, ICS6, AB1
ANSI C62.41
®
Standby Power Rating
30 kW, 38 kVA, 60 Hz
Prime Power Rating*
27 kW, 34 kVA, 60 Hz
*EPA Certified Prime ratings are not available in the US or its Territories
For over 50 years, Generac has provided innovative
design and superior manufacturing.

Generac ensures superior quality by designing and
manufacturing most of its generator components,
including alternators, enclosures and base tanks,
control systems and communications software.

Generac gensets utilize a wide variety of options,
configurations and arrangements, allowing us to meet
the standby power needs of practically every
application.

Generac searched globally to ensure the most
reliable engines power our generators. We choose
only engines that have already been proven in
heavy-duty industrial applications under adverse
conditions.

Generac is committed to ensuring our customers'
service support continues after their generator
purchase.

CONTROL SYSTEM
Digital H Control Panel- Dual 4x20 Display
Program Functions
. Programmable Crank Limiter
. 7-Day Programmable Exerciser
. Special Applications Programmable Logic Controller
. RS-232/485 Communications
. All Phase Sensing Digital Voltage Regulator
. 2-Wire Start Capability
. Date/Time Fault History (Event Log)
. Isochronous Governor Control
. Waterproof/Sealed Connectors
. Audible Alarms and Shutdowns
. Not in Auto (Flashing Light)
. Auto/Off/Manual Switch
. E-Stop (Red Mushroom-Type)
. NFPA110 Level I and II (Programmable)
. Customizable Alarms, Warnings, and Events
. Modbus® Protocol
. Predictive Maintenance Algorithm
. Sealed Boards
. Password Parameter Adjustment Protection
. Single Point Ground
. 16 Channel Remote Trending
. 0.2 msec High Speed Remote Trending
. Alarm Information Automatically Annunciated
on the Display
Full System Status Display
. Power Output (kW)
. Power Factor
. kW Hours, Total, and Last Run
. Real/Reactive/Apparent Power
. All Phase AC Voltage
. All Phase Currents
. Oil Pressure
. Coolant Temperature
. Coolant Level
. Engine Speed
. Battery Voltage
. Frequency
Alarms and Warnings
. Oil Pressure
. Coolant Temperature
. Coolant Level
. Engine Overspeed
. Battery Voltage
. Alarms and Warnings Time and Date Stamped
. Snap Shots of Key Operation Parameters During
Alarms and Warnings
. Alarms and Warnings Spelled Out (No Alarm Codes)

ENGINE SYSTEM
. Oil Drain Extension
. Air Cleaner
. Fan Guard
. Stainless Steel Flexible Exhaust Connection
. Factory Filled Oil and Coolant
. Radiator Duct Adapter (Open Set Only)
. Critical Silencer (Enclosed Unit Only)
. Engine Coolant Heater
Fuel System
. Fuel Lockoff Solenoid
. Primary Fuel Filter
Cooling System
. Closed Coolant Recovery System
. UV/Ozone Resistant Hoses
. Factory-Installed Radiator
. Radiator Drain Extension
. 50/50 Ethylene Glycol Antifreeze
Electrical System
. Battery Charging Alternator
. Battery Cables
. Battery Tray
. Rubber-Booted Engine Electrical Connections
. Solenoid Activated Starter Motor

ALTERNATOR SYSTEM
. UL2200 GENprotect
. Class H Insulation Material
. 2/3 Pitch
. Skewed Stator
. Brushless Excitation
. Sealed Bearing
. Rotor Dynamically Spin Balanced
. Amortisseur Winding (3-Phase Only)
. Full Load Capacity Alternator
. Protective Thermal Switch

GENERATOR SET
. Internal Genset Vibration Isolation
. Separation of Circuits - High/Low Voltage
. Separation of Circuits - Multiple Breakers
. Wrapped Exhaust Piping
. Standard Factory Testing
. 2 Year Limited Warranty (Standby Rated Units)
. 1 Year Limited Warranty (Prime Rated Units)
. Silencer Mounted in the Discharge Hood
(Enclosed Unit Only)
ENCLOSURE (If Selected)
. Rust-Proof Fasteners with Nylon Washers to
Protect Finish
. High Performance Sound-Absorbing Material
(Sound Attenuation Enclosures)
. Gasketed Doors
. Stamped Air-Intake Louvers
. Upward Facing Discharge Hoods
(Radiator and Exhaust)
. Stainless Steel Lift Off Door Hinges
. Stainless Steel Lockable Handles
. RhinoCoat - Textured Polyester Powder Coat Paint
FUEL TANKS (If Selected)
. UL 142/ULC S601
. Double Wall
. Normal and Emergency Vents
. Sloped Top
. Sloped Bottom
. Factory Pressure Tested
. Rupture Basin Alarm
. Fuel Level
. Check Valve In Supply and Return Lines
. RhinoCoat- Textured Polyester Powder Coat Paint
. Stainless Steel Hardware

STANDARD FEATURES

SPEC SHEET
2 of 6

EMERGENCY
STOP

COMMON ALARM

AUTO OFF MANL
LEVEL 2 ACOUSTIC ENCLOSURE
Run Time
- Hours
Usable
Capacity
- Gal (L)
L x W x H - in (mm)
Weight - lbs (kg)
Enclosure Only
Steel Aluminum
No Tank - 94.8 (2,407) x 38.0 (965) x 61.1 (1,551)
510
(232)
341
(155)
19 54 (204) 94.8 (2,407) x 38.0 (965) x 74.1 (1,881)
47 132 (501) 94.8 (2,407) x 38.0 (965) x 86.1 (2,186)
75 211 (799) 94.8 (2,407) x 38.0 (965) x 98.1 (2,491)
107 300 (1,136) 94.8 (2,407) x 38.0 (965) x 98.1 (2,491) Rust-Proof Fasteners with Nylon Washers to

GENERAC INDUSTRIAL
POWER SD030 | 2.2L | 30 kW

INDUSTRIAL DIESEL GENERATOR SET
EPA Certified Stationary Emergency

GENERAC INDUSTRIAL
POWER

GENERATOR

SPECIFICATIONS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

E-4.0

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
FOR

INFORMATION
ONLY
UL-2085 .
, UL-2085

PGE
GENERAC UL-2085 TANK SPECIFICATIONS

PG&E GENERATOR REQUIREMENTS
• GENERATOR FUEL STORAGE WILL REQUIRE A PRIMARY ENCLOSURE RATED UL2085 (CONCRETE ENCASED FUEL TANK) • GENERATOR MUST HAVE A SECONDARY ENCLOSURE RATED UL2200 • GENERATOR MUST BE EQUIPPED WITH A HEAT SENSOR AND LEAK DETECTION DEVICES WHICH WILL DISABLE THE

GENERATOR IN CASE OF FUEL LEAKAGE, FIRE, OR OTHER EXTERNAL CIRCUMSTANCES • GENERATOR MUST HAVE A FIRE DETECTION SHUT-OFF VALVE

GENERATOR

SPECIFICATIONS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

E-4.1

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
FOR

INFORMATION
ONLY

PGE

SHEET NOT USED

GENERATOR

SPECIFICATIONS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

E-4.2

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
FOR

INFORMATION
ONLY

GENERAC GENERATOR SPECIFICATIONS

OVERFILL PREVENTION VALVE INSIDE TANK (FACTORY-INSTALLED) GENERAC 0J7671

TUBE CUT LENGTH

UPPER TUBE CUT TO LENGTH
157±2 (ASSEMBLED LENGTH)

FLOAT ASSEMBLY

FUEL SPILL/FILL DRAIN OUTSIDE TANK (FACTORY-INSTALLED)
GENERAC 0J7606A
REMOTE 90% FUEL ALARM (FACTORY-INSTALLED)
GENERAC OF2908$
LED YELLOW w/ HOLDER

DECAL ALARM

HORN RESET

DECAL ALARM

HORN TEST

SWITCH, TOGGLE

DPOT MOMENTARY
ENCL NEMA 3R
6"H 4"W 4"D

PIEZO BUZZER PANEL MNT
DECAL 90% FUEL

LEVEL ALARM
11 4
5 3
9 8
3 2
7 12 6
1 11
4 4
10 10
9 10
4 REVISION : CN-0019649-W
DATE ; 9/4/18
10 EXPLODED VIEW : EV VENT EXT AGRP 2"3 ATT
DRAWING NO. : 0K9817A
(FIRST 6 DIGITS ONLY) IN THE SYSTEM FOR CORRECT MATERIAL AND COLOR. (FOR REFERENCE SEE GUIDELINE 0H7169).
* CUSTOMER: WHEN ORDERING REPLACEMENT PARTS, ENTER BASE NUMBER * MANUFACTURING: FOR CORRECT MATERIAL AND COLOR REFER TO AS400 BOM. (1) SHEET METAL PARTS LISTED IN THE BOM TABLE ARE REPRESENTING CENERIC PARTS (NO COLOR).

NOTES (UNLESS OTHERWISE SPECIFIED)
NUT HEX FL WHIZ 3/8-162G06410112
VENT CAP EMERG 3"NPT2072989J11
PIPE NIPPLE 3"X72" SCH40 PNTBK40H145410
BOLT U 3/8-16 X 3.50" W/SADDLE20E42649
COUPLING FULL 2-11.5 BLACK1068640B8
NUT HEX M6-1.0 G8 CLEAR ZINC2G0498137
SCREW HWHT M6-1 X 30 W/MKS20C2454B6
VENT OEM 2"1G0211785
COUPLING PIPE 3 ZINC4100000166764
PIPE 2"VENT EXTENSION 72"LG20G30453
KIT, SADDLE AND BOLT 2 1/2"10C79472
BRACKET VENT EXT AGRP 2"3 ATT10G3036YST0R(1)1
DESCRIPTIONQTY.PART#ITEM

GROUP H
DRAWING #:0K9817A
EXPLODED VIEW: EV VENT EXT AGRP 2"3 ATT

EMERGENCY VENT PIPE ASSEMBLY

GENERATOR

SPECIFICATIONS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

E-4.3

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
FOR

INFORMATION
ONLY

CONTACT

98.6 REF
BUNA N

COMPRESSION
GASKET

NYLON NUT
5/8-11 THD
15/16 FLATS
#22AWG LEAD WIRES
610MM EXTENSION
INSTALLATION NOTE:

HAND TIGHTEN + ONE QUARTER TURN.

LEAK DETECTION MUST BE INSTALLED IN THE NORMALLY OPEN (N.O.)

POSITION AS SHOWN FOR IT TO FUNCTION CORRECTLY IN GENERAC'S UL TANK SECONDARY CONTAINMENT LEAK DETECTION APPLICATION. OVER

TIGHTENING WILL RESULT IN DAMAGE TO THE LEAK DETECTOR AND IMPROPER OPERATION.

SPEC:

MATERIAL: NYLON
VENDOR P/N AND VENDOR: 165900, GEMS SENSORS
MOUNTING ATTITUDE: HORIZONTAL
RECOMMENDED HOLE SIZE: Ø 0.875", 1/32"-5/32" THICK PANEL.

OPERATING TEMPERATURE: -40°F TO 250°F
MAX. OPERATION PRESSURE: 100 PSIG AT 70°F
THIS SWITCH IS U.L. RECOGNIZED - FILE #E45168, CSA LISTED - 30200 CONTACT RATING: 0.17 AMP, 120 V, 60 Hz, RESISTIVE

0.08 AMP, 240 V, 60 Hz, RESISTIVE
20 VA PILOT DUTY
DC ELEC. RATING: 0.3 AMP MAX @30 VDC
GENERAC 096500B

FUEL LEAK DETECTOR ALARM (FACTORY-INSTALLED)

GENERAC GENERATOR SPECIFICATIONS

GENERAC EMERGENCY VENT CAPS

GENERATOR

SPECIFICATIONS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

E-4.4

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
FOR

INFORMATION
ONLY

G

GENERAC ATS SPECIFICATIONS

STEEL CONSTRUCTION
= NEMA 3R ENCLOSURE WITH HINGED
"PADLOCKING" DOORS
= STAINLESS STEEL HARDWARE
= CAMLOCK "QUICK CONNECT" CAPABILITY
= OPERATIONAL STATUS VIEW VIA
6 INCH TOUCH SCREEN
= TEST FUNCTION - FAST TEST & NORMAL TEST
= UL1008 LISTED - FOR EMERGENCY SYSTEMS
= EXTENDED WARRANTY
= THREE-PHASE VOLTAGE CONFIGURATIONS
Features
Optional Features
TTS Series
Switches
TAS200
200 Amps
600 VAC
200A Automatic Transfer Switch
=
The Generac TAS200 Automatic Transfer Switch
Flexibility for multiple application installations
Multiple generator support with 3 source panel
improved user interface
Camlock functionality for mobile generator sources
Generac products are designed to the following
standards:

UL1008,
UL508,
UL50,
CSA C22.2 No. 178
NEC 700, 701 and 702
NEMA 250
Codes and Standards
Cabinet Specifications
Dimensions 24"W x 12"D x 48"H
Weight 210 lbs.

Construction
Single Chamber with Main Door
Steel
UL Type / NEMA 3R Rated
Powder Coat Finish for Corrosion Resistance
C-UL-US Listed - Automatic Transfer Switch
Stainless Steel Hardware
3-Point Latching System with Pad-Lockable Handles
Mounting Options Wall
H-frame
Installed Pre-wired alarm terminal strip
Electrical Specifications
Voltage/Phase/Amps
120/240 Single-Phase, 200A
120/208 3-Phase, 200A
120/240 3-Phase, 200A
Breaker Eaton 200 amp Utility Breaker
Eaton 200 amp Generator Breaker
Maximum RMS Symmetrical Fault Current - Amps 25k AIC Rated Protective Device Continuous Rating (Max) Amp 200
Input to Generator 350MCM - #6 AWG
Output to Site 350MCM - #6 AWG
Generator Annunciator Connector Deutsch DTM04-12PA-L012 Alarm Terminal Board
Generator Run Alarm
Generator Fail - Shutdown Alarm
Generator Fail - Non Shutdown Alarm
Low Fuel Alarm
Generator Theft Alarm
AC Utility Fail Alarm
Application and Engineering Data
®
Designed with a 6 inch touch screen controller for

GENERAC INDUSTRIAL
POWER
ATS

SPECIFICATIONS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

E-5.0

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
FOR

INFORMATION
ONLY

G

CAM-LOCK BOX SPECIFICATIONS
Camlock Component
Camlock Component Shipped loose for multiple installation options Dimensions 9" W x 9.4" D x 24.25" H
200A Camlock Generator Connection
Single-Phase: Black L1, Red L2, White-Neutral,
Green-Ground
3-Phase: Black L1, Red L2, Blue L3, White-Neutral,
Green-Ground
Uses 4 CH E1016 Male Connectors
Mating Connector - CH E1016 Female
TTS Control Systems

INDICATORS AND BUTTONS
System Ready indicator
Standby Operating indicator
Utility Available indicator
GEN/UTIL Switch Position indicator
TVSS status
Normal Test button
Fast Test button
Return to Normal button
Reset button
Exercising indicator

DETAILS SCREEN
System Settings:
. System Voltage/Phases:
- 120/240V single phase (standard)
- 120/208V three phase (optional)
- 120/240V three phase (optional)
. Utility Fail Monitor:
- Under Voltage: 75-95% of nominal voltage
- Over Voltage: 105%-125% of nominal voltage
- Pickup (hysteresis): fixed at 5 volts
- Delay time: 0-60s
. Utility Interrupt Delay: 0-60s
. Return to Utility Timer: 1-30 minutes
. Transfer:
- In-phase, or
- Time-Delay-Neutral at 0.0-10.0s in 1 second
increments
Engine Settings:
. Engine Warm-up timer: 0-20 minutes
. Generator Load Accept:
- Time-Delay-Neutral at 0.0-10.0s in 1 sec increments
- Voltage: 85-95% of nominal
- Frequency: 85-95% of nominal
. Engine Minimum Run Timer: 5-30 minutes
. Engine Cooldown Timer: 0-20 minutes
Exercise Settings:
. Time of day
. Day of week
. Exercise:
- Exercise with/without load
- Exercise once every 1, 2, or 4 weeks.
- Exercise time-of-day
- Exercise day of week
- Exercise duration: 15-30 minutes
Screen Settings:
. Brightness & Contrast button
. Screen Calibration button
. Startup/Clean screen
Diagnostics:
. Digital I/O bits status
. Voltage A/D readings
Mimic Diagram:
. System Ready
. Transfer switch position
. Utility available
. Standby available
. Maintenance/Auto switch position
. Generator source TS position
. TVSS status

GENERAC INDUSTRIAL
POWER

CAM-LOCK BOX

SPECIFICATIONS
09/30/25
PO BOX 2621, BOISE, ID 83701
530.539.4787
[email protected]
WWW.GEOSTRUCTURAL.COM
0 01/11/23 ISSUED FOR CONSTRUCTION NR
SHEET TITLE:

SHEET NUMBER:

E-5.1

REV DATE DESCRIPTION INT

REVISIONS
SITE INFORMATION:
2000 KIRKER PASS ROAD
CONCORD, CA 94521

GENERATOR INSTALLATION

PROJECT

CONCORD PAVILION
12810850

THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE. ANY

USE OR DISCLOSURE OTHER THAN THAT WHICH

RELATES TO THE CLIENT NAMES IS STRICTLY
PROHIBITED.
at t &

GENERAL DYNAMICS
Information Technology
CHECKED BY: GGD
DATE SIGNED: 5/14/24

CITY USE
1 02/12/24 REVISED FOR RET WALL JAD
2 05/14/24 REVISED GENERATOR BM
FOR

INFORMATION
ONLY

Staff Report
Date: August 27, 2024
To: City Council
From: Valerie J. Barone, City Manager
Reviewed by: Karan Reid, Director of Finance
Prepared by: Donna Lee, Budget and Treasury Officer
[email protected]
(925) 671-3261
Subject: Considering Approval of a Three-year Professional Services Agreement with Chandler Asset Management, Inc. for
Investment Management Services in the amount of up to
$80,000 per year (up to $240,000 for three years); and authorize the City Manager to execute the agreement in a form
acceptable to the City Attorney. (General Fund)
Report in Brief
In May 2024, staff conducted a Request for Proposals (RFP) process for Investment Management Services and received two proposals. Both firms were interviewed by City staff and Chandler Asset Management, Inc. (Chandler) was selected to provide investment management services to the City, replacing the City’s current investment manager, Public Financial Management Asset Management LLC (PFM). Staff recommends approving a three-year contract with Chandler effective October 1, 2024 – September 30, 2027, with the option of five (5) one-year renewal options.

Recommended Action
Approve a Three-Year Agreement for Professional Services with Chandler Asset Management, Inc. for Investment Management Services and authorize the City Manager to execute the agreement in a form acceptable to the City Attorney.

Background
On May 14, 2024, the City issued a Request for Proposals (RFP) for professional services to provide investment management services to the City of Concord. Proposals

4.j4.j

City Council Agenda Report
Agenda Item No.4.j
August 27, 2024
were received from PFM, the City’s current investment manager since 2013, and Chandler.

The proposals were reviewed by a committee consisting of City Finance staff. After a thorough evaluation of the proposals and interviews with the two submitters, the Committee selected Chandler for the following reasons:
 Vendor Rotation: The City has a best practice of rotating vendors. The City has been contracting with PFM for Investment Management Services since 2013.

Best practices suggest that after using the same vendor for over ten years, the City should consider rotating the vendor responsible for managing the City’s investment portfolio.
 Local Expertise and Accessibility: Chandler's California base and regional offices in the Bay Area enable them to provide localized, responsive service, including the ability to attend City Council meetings and other important engagements as needed.
 Proven Track Record and Tailored Approach: Chandler has a strong history of managing public funds with a focus on safety, liquidity, and competitive returns. Their disciplined investment strategy aligns closely with the City's goals, and their emphasis on risk management is crucial in the current volatile market.  Support for the City Treasurer’s Report: Chandler has committed to assisting in the preparation of the quarterly Treasurer’s Report, ensuring continued accuracy and timeliness in the City's reporting obligations.  Competitive Fees and Value: Chandler's tiered fee structure is competitive and fixed for the entire contract term, providing the City with high-quality investment management services without unexpected costs or cost increases; this is crucial in maintaining budgetary control.

Analysis
As is industry practice for this type of financial service, the proposed agreement specifies that fees will be calculated as a percentage of the total portfolio of assets under management. The fee proposal from Chandler offers a tiered fee structure as follows: 8 basis points (.08%) for the first $50 million, 6 basis points (0.06%) for the next $150 million, and 5 basis points (.05%) over $200 million. This fee structure is firm for the entire three-year contract term, with no increases during this period. If the City chose to renew the contract after the initial three-year term, the fees may be renegotiated at that time and brought back to Council for approval if needed.

The City’s current investment portfolio is approximately $61 million, which results in annual fees of approximately $47,000 each year. The amount of funds invested by the City fluctuates over time and as interest rates rise staff will be actively exploring the balance of liquidity and investments and the amount being invested is likely to rise.

City Council Agenda Report
Agenda Item No.4.j
August 27, 2024
Therefore, staff is recommending an annual not to exceed amount of $80,000 per year to ensure enough funds are available for the fees associated with an increased portfolio, should it occur. Such an increase will only occur if it results in additional earnings for the City and the funds are available. Actual spend amounts will vary as the managed portfolio increases or decreases.

Procurement Process
In May 2024, staff conducted a Request for Proposals (RFP) in accordance with the City’s Purchasing Ordinance; two proposals were received. After conducting interviews of both respondents, Chandler Asset Management, Inc. was selected to provide investment management services for the City. The City Treasurer has been briefed through all steps of the process and supports staff’s recommendation.

Financial Impact
Funds are available in the current operating budget for this service and will be built into future budgets.

Public Contact
The City Council Agenda was posted.

Attachment

1. Professional Services Agreement with Chandler Asset Management, Inc.

AGREEMENT FOR PROFESSIONAL SERVICES
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THIS AGREEMENT ("Agreement") is entered into on August 27, 2024 between the City of Concord, a California municipal corporation, ("CITY") and Chandler Asset Management , Inc, 9255 Towne Centre Dr Ste 600, San Diego, CA 92121 (“CONSULTANT”).

THE PARTIES ENTER THIS AGREEMENT based upon the following facts, understandings and intentions:

The CITY desires to contract with CONSULTANT to provide the professional services described in Section 2 of this Agreement, upon the terms and conditions hereinafter set forth.

NOW, THEREFORE, IN CONSIDERATION of the mutual covenants and promises of the parties herein contained, the parties hereto agree as follows:

1. TERM. This Agreement shall commence on October 1, 2024 and expire on September 30, 2027. A. Extension of Term. Upon mutual written agreement by the parties, the term of this Agreement may be extended for five additional periods of one year each commencing upon the expiration of the initial or extended term, subject to the same terms and condi tions of the Agreement.

CONSULTANT shall give written notice of its request for extension of the term of the Agreement to the City’s Authorized Representative, as identified in Section 4 below, at least thirty (30) days prior to expiration of the initial or extended term.

The extension(s) of the term of this Agreement shall be subject to a review of CONSULTANT’S performance in accordance with the terms and conditions of this Agreement and shall be subject to City approval. Such extension of time shall be in writing by a duly executed Amendment to this Agreement.

2. SCOPE OF SERVICES. Subject to such policy direction and approvals provided by the CITY's Authorized Representative, CONSULTANT shall perform the services described in detail in Exhibit A, Scope of Services. CITY retains all rights of approval and discretion with respect to the projects and undertakings contemplated by this Agreement.

3. PAYMENT. The compensation to be paid to CONSULTANT including payment for professional services and reimbursable expenses, shall be at the rate and schedules in detail in Exhibit A. However, shall in no event shall the amount CITY pays CONSULTANT exceed Two hundred forty thousand dollars ($240,000) for the term of this Agreement. Any Amendment to this Agreement that includes an increase to this compensation amount shall be made in accordance with Section 5 below.

Attachment 1

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CONSULTANT may submit monthly statements for services rendered ; all statements shall include adequate documentation demonstrating work performed during the billing period. It is intended that CITY review such statement and pay CONSULTANT for services rendered within forty-five (45) days of receipt of a statement that meets all requirements of this Agreement. Payment by CITY shall not be deemed a waiver of unsatisfactory work, even if such defects were known to the CITY at the time of payment.

4. AUTHORIZED REPRESENTATIVES . Authorized representatives shall represent CITY and CONSULTANT in all matters pertaining to the services to be ordered by CITY or rendered by CONSULTANT under this Agreement except where approval for the CITY is specifically required by the City Council. The CITY’s authorized representative is Karan Reid, Director of Finance of the Finance Department . The CONSULTANT ’s authorized representative is Nicole Dragoo , Chief Executive Officer.

5. AMENDMENT TO AGREEMENT . This Agreement may be amended in writing, subject to approval by both parties. If additional services are requested by CITY other than as described in the above Scope of Services, this Agreement may be amended, modified, or changed by the parties subject to mutual consent and in accordance with the CITY’s Municipal Code by execution of an Amendment by authorized representatives of both parties setting forth the additional scope of services to be performed, the performance time schedule, and the compensation for such services.

A. Amendment for Additional Compensation. CITY’s Authorized Representative is authorized to execute amendments to the Agreement on behalf of CITY, including amendments providing for additional compensation to CONSULTANT not to exceed the Minimum Threshold, including the base contract amount, throu ghout the term of this Agreement. “Minimum Threshold” means the dollar amount over which Council approval is required during each fiscal year as set forth in Concord City Council Resolution 21 -43 pursuant to Concord Municipal Code Section

3.10.040(a). The Minimum Threshold for Fiscal Year 2021-22 is $75,000 and increases by $5,000 each subsequent fiscal year such that by Fiscal Year 2026 -27 the Minimum Threshold is $100,000. Any additional compensation to CONSULTANT that is greater than the Minimum Threshold, including the base contract amount, must be approved by City Council.

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CONSULTANT’s failure to secure CITY’s written authorization for additional compensation or changes to the Scope of Services shall constitute a waiver of any and all right to adjustment in the price or time due, whether by way of compensation, restitution, quantum meruit, or similar relief.

6. INDEPENDENT CONTRACTOR . Both parties understand and acknowledge that CONSULTANT, its officers, agents, employees, volunteers and subcontractors are and shall at all times remain as to the CITY wholly independent contractors. Neither the CITY nor any of its officers, officials, agents, employees or volunteers shall have any control over the manner by which the CONSULTANT performs this Agreement and shall only dictate the results of the performance.

CONSULTANT shall not represent that CONSULTANT or its officers, agents, employees, volunteers or subcontractors are agents or employees of the CITY , and CONSULTANT shall have no authority, express or implied, to act on behalf of the CITY in any capacity whatsoever as an agent, and shall have no authority, express or implied, to bind the CITY to any obligation whatsoever, unless otherwise provided in this Agreement.

As an independent contractor, CONSULTANT shall not be eligible for any benefits, which the City may provide to its employees and all persons, if any, hired by CONSULTANT shall be employees or subcontractors of CONSULTANT and shall not be construed as employees or agents of the CITY in any respect. CONSULTANT shall receive no premium or enhanced pay for work normally understood as overtime, i.e., hours that exceed forty (40) hours per work week, or work performed during non - standard business hours, such as in the evenings or on weekends. CONSULTANT shall not receive a premium or enhanced pay for work performed on a recognized holiday. CONSULTANT shall not receive paid time off for days not worked, whether it be in the form of sick leave, administrative leave, or for any other form of absence. CONSULTANT shall pay all taxes, assessments and premiums under the federal Social Security Act, any applicable unemployment insurance contributions, Workers Compensation insurance premiums, sales taxes, use taxes, personal property taxes, or other t axes or assessments now or hereafter in effect and payable by reason of or in connection with the services to be performed by CONSULTANT.

7. STANDARD OF PERFORMANCE . CONSULTANT rep resents and warrants to CITY that CONSULTANT is skilled and able to provide such service s described in the Scope of

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Services and that such services shall be performed in an expeditious manner, and with the degree of skill and care that is required by current, good, and sound procedures and practices. CONSULTANT further agrees that the services shall be in conformance with generally accepted professional standards prevailing at the time work is performed.

8. PERFORMANCE BY CONSULTANT . CONSULTANT shall not employ other consultants, subconsultants, experts, or contractors without the pr ior written approval of the CITY.

Notwithstanding the foregoing, CITY shall not be obligated or liable for payment hereunder to any party other than the CONSULTANT. CONSULTANT hereby designates the CONSULTANT’S representative as the person primarily responsible for the day-to-day performance of CONSULTANT'S work under this Agreement. CONSULTANT shall not change the CONSULTAN T’S representative without the prior written consent of the CITY. Unless otherwise expressly agreed by the CITY, CONSULTANT'S representative shall remain responsible for the quality and timeliness of performance of the services, notwithstanding any permitted or approved delegation hereunder.

9. OWNERSHIP AND MAINTENANCE OF DOCUMENTS. All documents furnished by CONSULTANT pursuant to this Agreement are instruments of CONSULTANT’s services in respect to this project. They are not intended nor are represented to be suitable for reuse by others except CITY on extensions of this project or on any other project. Any reuse without specific written verification and adoption by CONSULTANT for the specific purposes intended will be at user’s sole risk and without liability or legal exposure and expenses to CONSULTANT, including attorney’s fees arising out of such unauthorized reuse.

CONSULTANT’s records, documents, calculations, and all other instruments of service pertaining to actual project shall be given to CITY at the completion of the project. The CITY reserves the right to specify the file format that electronic document deliverables are presented to the CITY.

10. INDEMNIFICATION.

A. For Design Professional Services Only. Pursuant to California Civil Code Section 2782.8, CONSULTANT agrees to indemnify the CITY (including its officers, officials, agents, employees and volunteers) against liability for claims against the CITY that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of CONSULTANT in the performance of

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this Agreement. The CONSULTANT will reimburse the CITY for any expenditures, including reasonable attorney fees, incurred by the CITY in defending against claims ultimately determined to arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the CONSULTANT.

B. For All Other Services. CONSULTANT agrees to defend, indemnify and hold harmless the CITY (including its officers, officials, agents, employees and volunteers) from and against all claims, demands, actions, losses, damages, injuries, and liability (including all attorney’s fees and other litigation expenses) arising out of the CONSULTANT’s performance under the terms of this Agreement. This indemnification obligation on CONSULTANT’s part shall not apply to the demands, actions, losses, damages, injuries, and liability arising out of the sole negligence or willful misconduct on the part of the CITY.

11. INSURANCE. CONSULTANT agrees to have and maintain the policies set forth in Exhibit B entitled “INSURANCE REQUIREMENTS,” which is attached hereto and incorporated herein. All policies, endorsements, certificates, and/or binders shall be subject to approval by the City Attorney as to form and content and shall be provided no later than thirty (30) calendar days following the execution of
this Agreement by both parties. These requirements are subject to amendment or waiver only if so approved in writing by the CITY. A lapse in any required insurance coverage during this Agre
ement shall be a breach of this Agreement. The insurance contemplated under this provision shall remain in full force and effect during the term of this Agreement.

12. TIME OF PERFORMANCE . The time of performance of the services under this Agreement is of the essence, and all time deadlines identified in this Agreement or Scope of Services shall be strictly construed.

13. SUSPENSION OF WORK. CITY may, at any time, by written notice, suspend further performance by CONSULTANT. All suspensions shall extend the time schedule for performance in a mutually satisfactory manner, and CONSULTANT shall be paid for services performed and reimbursable expenses incurred prior to the suspension date. During the period of suspension, CONSULTANT shall not receive any payment for services, or expenses, except for reasonable administration expenses, incurred by CONSULTANT by reason of such suspension.

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14. TERMINATION. CITY may terminate this Agreement for any reason upon ten (10) days written notice to the o ther party. CITY may terminate the Agreement upon five (5) days written notice if CONSULTANT breaches this Agreement. In the event of any termination, CONSULTANT shall promptly deliver to the CITY any and all finished and unfinished reports or other written, recorded, photographic, or visual materials, documents, data, and other deliverables (“Work Materials”) prepared for the CITY prior to the effective date of such te rmination, all of which shall become CITY’s sole property. After receipt of the Work Materials , CITY will pay CONSULTANT for the services satisfactorily performed as of the effective date of the termination.

15. COMPLIANCE WITH CIVIL RIGHTS . During the performance of this contract, CONSULTANT agrees as follows:

A. Equal Employment Opportunity. In connection with the execution of this Agreement, CONSULTANT shall not discriminate against any employee or applicant for employment on the basis of any protected class pursuant to California law . Such actions shall include, but not be limited to, the following: employment, promotion, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rate of pay or other forms of compensation; and selection for training including apprenticeship.

B. Nondiscrimination Civil Rights Act of 1964. CONSULTANT will comply with all federal regulations relative to nondiscrimination in federally assisted programs.

C. Solicitations for Subcontractors including Procurement of Materials and Equipment. In all solicitation, either by competitive bidding or negotiations, made by CONSULTANT for work to be performed under a subcontract including procurement of materials or leases of equipment, each potential subcontractor, supplier or lessor shall be notifie d by CONSULTANT of CONSULTANT’S obligation under this Agreement and the regulations relative to nondiscrimination on the basis of any protected class pursuant to California law.

16. CONFLICT OF INTEREST.

A. CONSULTANT covenants and represents that neither it, nor any officer or principal of its firm, has, or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of CITY or which would in any way hinder CONSULTANT’s performance

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of services under this Agreement. CONSULTANT further covenants that in the performance of the Agreement, no person having any such interest shall be employed by it as an officer, official, agent, employee or subcontractor without the express written consent of the CITY. CONSULTANT agrees to at all times avoid conflicts of interest, or the appearance of any conflicts of interest, with the interests of the CITY in the performance of this Agreement.

B. CONSULTANT is not a designated employee within the meaning of the Political Reform Act because CONSULTANT:
(1) Will conduct research and arrive at conclusions with respect to its rendition of information, advice, recommendation or counsel independent of the control and direction of the CITY or of any CITY official, other than normal contract monitoring; and (2) Possesses no authority with respect to any CITY decision beyond the rendition of information, advice, recommendation or counsel. (2 Cal. Code Regs. § 18700(a)(2).)

17. COMPLIANCE WITH LAWS . CONSULTANT shall comply with all applicable Federal, State of California, and local laws, rules, and regulations and shall obtain all applicable licenses, including a business license with the City of Concord, and permits for the conduct of its business and the performance of the services.

18. CHOICE OF LAW. This Agreement shall be construed and interpreted in accordance with the laws of the State of California, excluding any choice of law rules which may direct the application of the laws of another jurisdiction. In the event that suit shall be brought by either party hereunder, the parties agree that trial of such action shall be held exclusively in a state court in the County of Contra Costa, California.

19. NON-WAIVER. The waiver by either party of any breach of any term, covenant, or condition contained in the Agreement, or any default in their performance of any obligations under the Agreement shall not be deemed to be a waiver of any other breach or default of the s ame or any other term, covenant, condition, or obligation, nor shall any waiver of any incident of breach of default constitute a continuing waiver of same.

20. ENFORCEABILITY; INTERPRETATION. In the event that any of the provisions or portions of application of any of the provisions of the Agreement are held to be illegal or invalid by