Agenda — Antioch City Council, February 13, 2024 (part 2 of 3)

City of Antioch
Operating Indicators by Function
Last Ten Fiscal Years
256
FUNCTION 2014 2 2015 2 2016 2 2017 2 2018 2 2019 2 2020 2 2021 2 2022 2 2023 2 General government 25 30 31 34 36 36 39 43 52 53
Public safety 1
Sworn Police Officers 87 102 102 102 103 104 115 115 115 115 Community Service Officers 4 5 8 8 8 8 11 11 11 11
Administrative Staff 30 28 28 29 31 32 39 41 41 41
Public Safety & Community
Resources 0 0 0 0 0 0 0 0 13 13
Public works 39 36 36 36 37 38 42 45 53 53
Community Development 10 13 16 16 18 19 28 28 32 32
Recreation 8 9 10 10 10 10 11 12 12 12
Water 47 47 48 48 48 48 49 49 49 49
Wastewater 21 24 25 25 25 25 25 25 24 24
Total employees 271 294 304 308 316 320 359 369 402 403 Protection District
2 Data is only funded positions for fiscal year
Source: City of Antioch budgets
1 Fire services are provided by Contra Costa Fire

CITY OF ANTIOCH

FULL TIME CITY EMPLOYEES

BY FUNCTION
Last Ten Fiscal Years
257
Function 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 Public safety
Police:

Stations 1 1 1 1 1 1 1 1 1 1
Patrol Units 40 42 44 44 44 44 41 41 41 30
Fire Stations* 4 4 4 4 4 4 4 4 4 4
Highways and streets
Streets (miles) 724.551 853.947 853.95 996.13 996.13 996.13 996.14 996.15 996.15 996.17 Streetlights 8,738 8,745 8,758 8,771 8,784 8,784 8,820 8,936 8,936 9,027 Traffic Signals, City Owned 102 102 107 107 108 123 127 128 129 135 Culture and recreation
Parks acreage 237 237 237 237 237 237 327 324 324 348
Parks 33 33 33 33 33 33 32 32 32 34
Swimming pools 7 7 7 7 7 7 7 7 7 7
Community centers 4 4 4 4 4 4 4 4 4 4
Water
Water lines (miles) 343.45 345.23 346.58 346.65 346.65 347.45 348.99 352.04 352.04 355.06 Number of water meters 31,803 31,803 30,926 32,072 32,130 32,505 32,576 32,576 32,576 34,008 Maximum daily treatment capacity 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 (millions of gallons)
Fire hydrants 3,589 3,589 3,594 3,602 3,635 3,635 3,662 3,677 3,786 3,893 Sewer**
Sanitary sewer lines (miles) 300.68 300.68 302.17 302.17 302.17 302.30 303.48 305.91 305.91 308.65 Number of sewer connections 30,377 30,377 30,660 30,661 30,715 30,873 31,050 38,282 31,836 32,281 Storm drains (miles) 221.46 221.46 223.25 223.27 223.27 223.28 224.54 226.87 226.87 229.65 *The City of Antioch's fire protection is provided by the Contra Costa Fire Protection District
**The City does not process daily sewage - it maintains the sewer line that connects to the main sewer. Delta Diablo is responsible for sewage treatment.

Sources: Various City departments.

City of Antioch
Capital Asset Statistics by Function
Last Ten Fiscal Years
258
259
This page intentionally left blank.
260
INDEPENDENT AUDITORS REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING

AND ON COMPLIANCE AND OTHER MATTERS BASED ON AN AUDIT OF FINANCIAL

STATEMENTS PERFORMED IN ACCORDANCE WITH

GOVERNMENT AUDITING STANDARDS
To the Honorable Mayor and Members of the City Council
of the City of Antioch
Antioch, California
We have audited, in accordance with the auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States, the financial statements of the governmental activities, the business-type activities, each major fund, and the aggregate remaining fund information of the City of Antioch, California (City), as of and for the year ended June 30, 2023, and the related notes to the financial statements, which collectively comprise the Citys basic financial statements, and have issued our report thereon dated December 20, 2023.

Report on Internal Control Over Financial Reporting
In planning and performing our audit of the financial statements, we considered the Citys internal control over financial reporting (internal control) as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the Citys internal control. Accordingly, we do not express an opinion on the effectiveness of the Citys internal control.

A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control such that there is a reasonable possibility that a material misstatement of the entitys financial statements will not be prevented, or detected and corrected on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance.

Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses or significant deficiencies may exist that were not identified.

To the Honorable Mayor and Members of the City Council
of the City of Antioch
Antioch, California

Page 2 ends

Report on Compliance and Other Matters
As part of obtaining reasonable assurance about whether the Citys financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a direct and material effect on the financial statements. However, providing an opinion on compliance with those provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards.

Purpose of this Report
The purpose of this report is solely to describe the scope of our testing of internal control and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the entitys internal control or on compliance. This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the entitys internal control and compliance. Accordingly, this communication is not suitable for any other purpose.

Badawi & Associates, CPAs
Berkeley, California
December 20, 2023
262
INDEPENDENT AUDITORS REPORT ON COMPLIANCE FOR EACH MAJOR PROGRAM

AND ON INTERNAL CONTROL OVER COMPLIANCE REQUIRED BY THE UNIFORM GUIDANCE To the Honorable Mayor and Members of the City Council
of the City of Antioch
Antioch, California
Report on Compliance for Each Major Federal Program
Opinion on Each Major Federal Program
We have audited the City of Antioch, California (City)s compliance with the types of compliance requirements identified as subject to audit in the OMB Compliance Supplement that could have a direct and material effect on each of the Citys major federal programs for the year ended June 30, 2023. The Citys major federal programs are identified in the summary of auditors results section of the accompanying schedule of findings and questioned costs.

In our opinion, the City complied, in all material respects, with the types of compliance requirements referred to above that could have a direct and material effect on each of its major federal programs for the year ended June 30, 2023.

Basis for Opinion on Each Major Federal Program
We conducted our audit of compliance in accordance with auditing standards generally accepted in the United States of America; the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States; and the audit requirements of Title 2 U.S. Code of Federal Regulations Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (Uniform Guidance).j Our responsibilities under those standards and the Uniform Guidance are further described in the Auditors Responsibilities for the Audit of Compliance section of our report.

We are required to be independent of the City and to meet our other ethical responsibilities, in accordance with relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our opinion on compliance for each major federal program. Our audit does not provide a legal determination of the Citys compliance with the compliance requirements referred to above.

Responsibilities of Management for Compliance
Management is responsible for compliance with the requirements referred to above and for the design, implementation, and maintenance of effective internal control over compliance with the requirements of laws, statutes, regulations, rules, and provisions of contracts or grant agreements applicable to the Citys federal programs.

To the Honorable Mayor and Members of the City Council
of the City of Antioch
Antioch, California

Page 2 ends

Auditors Responsibilities for the Audit of Compliance
Our objectives are to obtain reasonable assurance about whether material noncompliance with the compliance requirements referred to above occurred, whether due to fraud or error, and express an opinion on the Citys compliance based on our audit. Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is not a guarantee that an audit conducted in accordance with generally accepted auditing standards, Government Auditing Standards, and the Uniform Guidance will always detect material noncompliance when it exists. The risk of not detecting material noncompliance resulting from fraud is higher than for that resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Noncompliance with the compliance requirements referred to above is considered material if there is a substantial likelihood that, individually or in the aggregate, it would influence the judgment made by a reasonable user of the report on compliance about the Citys compliance with the requirements of each major federal program as a whole.

In performing an audit in accordance with generally accepted auditing standards, Government Auditing Standards, and the Uniform Guidance, we:
Exercise professional judgment and maintain professional skepticism throughout the audit. Identify and assess the risks of material noncompliance, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding the Citys compliance with the compliance requirements referred to above and performing such other procedures as we considered necessary in the circumstances. Obtain an understanding of the Citys internal control over compliance relevant to the audit in order to design audit procedures that are appropriate in the circumstances and to test and report on internal control over compliance in accordance with the Uniform Guidance, but not for the purpose of expressing an opinion on the effectiveness of the Citys internal control over compliance.

Accordingly, no such opinion is expressed.

We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit and any significant deficiencies and material weaknesses in internal control over compliance that we identified during the audit.

Report on Internal Control Over Compliance
A deficiency in internal control over compliance exists when the design or operation of a control over compliance does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, noncompliance with a type of compliance requirement of a federal program on a timely basis. A material weakness in internal control over compliance is a deficiency, or combination of deficiencies, in internal control over compliance, such that there is a reasonable possibility that material noncompliance with a type of compliance requirement of a federal program will not be prevented, or detected and corrected, on a timely basis. A significant deficiency in internal control over compliance is a deficiency, or a combination of deficiencies, in internal control over compliance with a type of compliance requirement of a federal program that is less severe than a material weakness in internal control over compliance, yet important enough to merit attention by those charged with governance.

264
To the Honorable Mayor and Members of the City Council
of the City of Antioch
Antioch, California

Page 3 ends

Our consideration of internal control over compliance was for the limited purpose described in the Auditors Responsibilities for the Audit of Compliance section above and was not designed to identify all deficiencies in internal control over compliance that might be material weaknesses or significant deficiencies in internal control over compliance. Given these limitations, during our audit we did not identify any deficiencies in internal control over compliance that we consider to be material weaknesses, as defined above. However, material weaknesses or significant deficiencies in internal control over compliance may exist that have not been identified.

Our audit was not designed for the purpose of expressing an opinion on the effectiveness of internal control over compliance. Accordingly, no such opinion is expressed.

The purpose of this report on internal control over compliance is solely to describe the scope of our testing of internal control over compliance and the results of that testing based on the requirements of the Uniform Guidance. Accordingly, this report is not suitable for any other purpose.

Badawi & Associates, CPAs
Berkeley, California
December 20, 2023
265
City of Antioch
Schedule of Expenditures of Federal Awards
For the year ended June 30, 2023
Program Name
Assistance
Listing
Number
Grantor/Pass-
Through Entity
Grant Number
Program
Expenditures
Subrecipient
Payments
Federal Awards
U.S. Department of Housing and Urban Development:

Direct Programs
CDBG-Entitlement Grants Cluster
CDBG Entitlement Grant/ Entitlement Grants 14.218 B-20-MC06-0045 31,101$ - $ CDBG Entitlement Grant/ Entitlement Grants 14.218 B-21-MC06-0045 427,002 - CDBG Entitlement Grant/ Entitlement Grants 14.218 B-22-MC06-0045 1,163,737 255,094 COVID-19 CDBG Entitlement Grant/ Entitlement Grants 14.218 B-20-MW06-0045 481,004 479,349 Subtotal Community Development Block Grant Cluster 2,102,844 734,443 Total U.S. Department of Housing and Urban Development 2,102,844 734,443 U.S. Department of Transportation:

Passed through the State of California Department of Transportation Highway Planning and Construction Cluster
Highway Planning and Construction 20.205 STPL-5038(026) 50,914 - Subtotal Highway Planning and Construction Cluster 50,914 - Passed through the State of California Office of Traffic Safety Highway Safety Cluster
State and Community Highway Safety 20.600 PT22139 2,055 - Subtotal Highway Safety Cluster 2,055 -
Minimum Penalties for Repeat Offenders for Driving
While Intoxicated 20.608 PT22139 11,470 -
Total U.S. Department of Transportation 64,439 -
U.S. Department of the Treasury:

COVID-19 - Coronavirus State and Local Fiscal Recovery
Funds 21.027 1,747,475 69,590
Total U.S. Department of the Treasury 1,747,475 69,590 Total Federal Expenditures 3,914,758 $ 804,033 $
266
City of Antioch
Notes to the Schedule of Expenditures of Federal Awards For the year ended June 30, 2023

A. Basis of Accounting

Funds received under the various grant programs have been recorded within the general fund, special revenue funds and enterprise funds of the City. The City utilizes the modified accrual method of accounting for the general fund and special revenue funds and full accrual basis of accounting for the enterprise funds. The accompanying Schedule of Expenditures of Federal Awards (Schedule) is presented in accordance with the requirements of U.S. code of Federal Regulations Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (Uniform Guidance). Therefore, some amounts presented in the Schedule may differ from amounts presented in, or used in, the preparation of Citys basic financial statements.

B. Indirect Costs

The City did not elect to use the 10% de minimis indirect cost rate. 267
City of Antioch
Schedule of Findings and Questioned Costs
For the year ended June 30, 2023
SECTION I SUMMARY OF AUDITORS RESULTS
Financial Statements
Types of auditors report issued: Unmodified
Internal control over financial reporting:

Material weakness identified? No
Significant deficiency identified? None noted
Any noncompliance material to the financial statements noted? No Federal Awards
Internal control over major programs:

Material weakness identified? No
Significant deficiencies identified? None noted
Type of auditors report issued on compliance for major programs Unmodified Any audit findings disclosed that are required to be reported in accordance with Section 200.516 (a) of the Uniform Guidance? No Identification of major programs:

Assistance Listing Number(s)Name of Federal Cluster or Program Expenditures21.027 Coronavirus State and Local Fiscal Recovery Funds 1,747,475$ 14.218 Community Development Block Grants/Entitlement Grants 2,102,844 Total Expenditures of all Major Programs 3,850,319$ Total Expenditures of Federal Award 3,914,758$ Percentage of Total Expenditure of Federal Award 98% Dollar threshold used to distinguish between type A and type B program $750,000 Auditee qualified as low-risk auditee under
Section 200.520? Yes
268
City of Antioch
Schedule of Findings and Questioned Costs
For the year ended June 30, 2023
SECTION II CURRENT YEAR FINDINGS
A. Current Year Findings- Financial Statement Audit
No current year financial statement audit finding.

B. Current Year Findings and Questioned Costs- Major Federal Award Program Audit No current year federal award program finding.

SECTION III PRIOR YEAR FINDINGS
A. Prior Year Findings- Financial Statement Audit
No prior year financial statement audit finding.

B. Prior Year Findings and Questioned Costs- Major Federal Award Program Audit No prior year federal award program finding.
269
G
Agenda Item #

STAFF REPORT TO THE ANTIOCH PUBLIC FINANCING AUTHORITY

DATE: Regular Meeting of February 13, 2024

TO: Honorable Members of the Antioch Public Finance Authority

SUBMITTED BY: Dawn Merchant, Finance Director

APPROVED BY: Kwame P. Reed, Acting City Manager
SUBJECT: Antioch Public Financing Authority Basic Financial Statements and Independent Auditors Report for the Year Ended June 30, 2023

RECOMMENDED ACTION
It is recommended that the Board of the Antioch Public Financing Authority receive and file the attached Antioch Public Financing Authority Basic Financial Statements and Independent Auditors Report for the Year Ended June 30, 2023.

FISCAL IMPACT
There is no fiscal impact associated with this action.

DISCUSSION
The Antioch Public Financing Authority (APFA) is a joint exercise of powers entity organized by the City of Antioch (City) and the former Antioch Development Agency (Agency) under the laws of the State of California. The Authority was organized to provide financial assistance to the City and the Agency by financing real and personal property and improvements for the benefit of the residents of the City and surrounding areas.

As required by State law, the Antioch Public Financing Authority must publish a complete set of financial statements at the close of each fiscal year audited by a firm of licensed certified public accountants. This year's annual financial report was audited by Badawi & Associates, Certified Public Accountants.

As stated in the Independent Auditor's Report, the basic financial statements present fairly, in all material respects, the respective financial position of the Authority, as of June 30, 2023, and the respective changes in its financial position and its cash flows for the year then ended in accordance with accounting principles generally accepted in the United States of America.

Antioch City Council Report
February 13, 2024 Agenda Item #G 2

ATTACHMENT
A. Antioch Public Financing Authority Basic Financial Statements and Independent Auditors Report for the Year Ended June 30, 2023

(A Component Unit of the City of
Antioch, California)
Basic Financial Statements
and Independent Auditors Report
For the year ended June 30, 2023
City of Antioch Public Financing Authority
Basic Financial Statements
For the year ended June 30, 2023
Table of Contents
Page
Independent Auditors Report ................................................................................................................................ 1 Managements Discussion and Analysis (Required Supplementary Information) ...................................... 5 Basic Financial Statements:

Government-Wide Financial Statements:

Statement of Net Position ........................................................................................................................... 10 Statement of Activities ................................................................................................................................ 11 Statement of Cash Flows ............................................................................................................................. 12 Notes to Basic Financial Statements ................................................................................................................ 13 Supplementary Information:

Combining Statement of Fund Net Position ............................................................................................ 20 Combining Statement of Revenues, Expenses and Changes in Fund Net Position ........................... 21 Combining Statement of Cash Flows ........................................................................................................ 22 Independent Auditors Report on Internal Control over Financial Reporting and on Compliance and Other Matters Based on an Audit of Financial Statements Performed in Accordance with Government Auditing Standards ...................................... 23 This page intentionally left blank.

INDEPENDENT AUDITORS REPORT
To the Board of Directors
of the City of Antioch Public Financing Authority
Antioch, California
Report on the Financial Statements
We have audited the accompanying financial statements of the City of Antioch Public Financing Authority (Authority), a component unit of the City of Antioch, as of and for the year ended June 30, 2023, and the related notes to the financial statements, which collectively comprise the Authoritys basic financial statements as listed in the table of contents.

In our opinion, the accompanying financial statements present fairly, in all material respects, the financial position of the Authority as of June 30, 2023, and the changes in its financial position and its cash flows for the year then ended in accordance with accounting principles generally accepted in the United States of America.

Basis for Opinion
We conducted our audit in accordance with auditing standards generally accepted in the United States of America (GAAS) and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States. Our responsibilities under those standards are further described in the Auditors Responsibilities for the Audit of the Financial Statements section of our report. We are required to be independent the Authority and to meet our other ethical responsibilities, in accordance with the relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion.

Responsibilities of Management for the Financial Statements The Authoritys management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America, and for the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error.

In preparing the financial statements, management is required to evaluate whether there are conditions or events, considered in the aggregate, that raise substantial doubt about the Authoritys ability to continue as a going concern for twelve months beyond the financial statement date, including any currently known information that may raise substantial doubt shortly thereafter.

Auditors Responsibilities for the Audit of the Financial Statements Our objectives are to obtain reasonable assurance about whether the financial statements as a whole are free from material misstatement, whether due to fraud or error, and to issue an auditors report that includes our opinion. Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is To the Board of Directors
of the City of Antioch Public Financing Authority
Antioch, California

Page 2 ends

not a guarantee that an audit conducted in accordance with GAAS will always detect a material misstatement when it exists. The risk of not detecting a material misstatement resulting from fraud is higher than for one resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Misstatements are considered material if there is a substantial likelihood that, individually or in the aggregate, they would influence the judgment made by a reasonable user based on the financial statements.

In performing an audit in accordance with GAAS, we:
Exercise professional judgment and maintain professional skepticism throughout the audit. Identify and assess the risks of material misstatement of the financial statements, whether due to fraud or error, and design and perform audit procedures responsive to those risks.

Such procedures include examining, on a test basis, evidence regarding the amounts and disclosures in the financial statements.
Obtain an understanding of internal control relevant to the audit in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the Authoritys internal control. Accordingly, no such opinion is expressed.
Evaluate the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluate the overall presentation of the financial statements.
Conclude whether, in our judgment, there are conditions or events, considered in the aggregate, that raise substantial doubt about the Authoritys ability to continue as a going concern for a reasonable period of time.

We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit, significant audit findings, and certain internal controlrelated matters that we identified during the audit.

Required Supplementary Information
Accounting principles generally accepted in the United States of America require that the managements discussion and analysis on pages 5-6 be presented to supplement the basic financial statements. Such information is the responsibility of management and, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board, who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. We have applied certain limited procedures to the required supplementary information in accordance with auditing standards generally accepted in the United States of America, which consisted of inquiries of management about the methods of preparing the information and comparing the information for consistency with managements responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance. 2 To the Board of Directors
of the City of Antioch Public Financing Authority
Antioch, California

Page 3 ends

Supplementary Information
Our audit was conducted for the purpose of forming opinions on the financial statements that collectively comprise the Authoritys basic financial statements. The combining and individual fund financial statements, are presented for purposes of additional analysis and are not a required part of the basic financial statements.

The combining and individual fund financial statements are the responsibility of management and were derived from and relate directly to the underlying accounting and other records used to prepare the basic financial statements. Such information has been subjected to the auditing procedures applied in the audit of the basic financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the basic financial statements or to the basic financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America. In our opinion, the combining and individual fund financial statements are fairly stated in all material respects in relation to the basic financial statements as a whole.

Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards, we have also issued our report dated December 20, 2023 on our consideration of the Authoritys internal control over financial reporting and on our tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements and other matters.

The purpose of that report is solely to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing, and not to provide an opinion on the effectiveness of internal control over financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the Authoritys internal control over financial reporting and compliance.

Badawi & Associates, CPAs
Berkeley, California
December 20, 2023
3 This page intentionally left blank.
4 ANTIOCH PUBLIC FINANCING AUTHORITY
Managements Discussion and Analysis
This section of the Antioch Public Financing Authoritys (the Authority) financial statements presents a narrative overview and analysis of the financial activities of the Authority for the fiscal year ended June 30, 2023. Please read it in conjunction with the Authoritys basic financial statements.

Financial Highlights
Cash receipts from leases during the year totaled $1,928,899. All of these receipts were used to pay debt service requirements for fiscal year 2022/23.

Financial Statements
The Authoritys financial statements are those of a special-purpose government engaged only in providing debt financing for capital improvements benefiting the City of Antioch (the City) and the former Antioch Development Agency (the Agency). Under Governmental Accounting Standards Board (GASB) Statement No. 34, governments like the Authority that have only business-type activities may present only enterprise fund financial statements as follows: (1) statement of net position; (2) statement of revenues, expenses and changes in net position; and (3) statement of cash flows.

The Authoritys basic financial statements are prepared on an accrual basis of accounting in accordance with accounting principles generally accepted in the United States of America.

The following table indicates the net position as of June 30, 2023 and June 30, 2022:

Use of the Authoritys net position is restricted. At June 30, 2023, the Authoritys total net position was negative due to recognition of bonds payable.
5 ANTIOCH PUBLIC FINANCING AUTHORITY
Managements Discussion and Analysis
The following table indicates the changes in net position for the fiscal year ended June 30, 2023 and June 30, 2022:

The Authoritys total revenues decreased by $80,604 to $731,454 in the fiscal year ended June 30, 2023. The decrease in revenue was due to decreased lease interest revenue from financing activities. Total expenses decreased $84,564 to $565,844 due to decreased interest expense.

Debt Administration
The long-term debt of the Authority at June 30, 2023 included $16,110,000 of outstanding lease revenue bonds. The lease revenue bonds will be repaid through lease agreements with the City and Antioch RDA Successor Agency that are structured to meet principal and interest requirements when due.

During fiscal year 2023, the Authoritys total debt decreased by $1,362,833 due to debt service payments and amortization of bond premium.

Request for Information
Questions concerning any of the information provided in this report or requests for additional financial information should be addressed to the Finance Department of the City of Antioch, P.O.

Box 5007, Antioch, California 94531-5007.
6 BASIC FINANCIAL STATEMENTS
7 This page intentionally left blank.
8 GOVERNMENT-WIDE FINANCIAL STATEMENTS
9 Antioch Public Financing Authority
Statement of Net Position
June 30, 2023
ASSETS
Current assets:

Cash and investments 2,043 $
Interest receivable 8
Prepaid items 1,362
Lease interest receivable due from the City of Antioch 112,567 Net investment in leases from the City of Antioch - current portion 1,280,000 Total current assets 1,395,980
Noncurrent assets:

Net investment in leases from the City of Antioch 14,830,000 Total noncurrent assets 14,830,000
Total assets 16,225,980

DEFERRED OUTFLOWS OF RESOURCES
Deferred loss on refunding 91,350
Total deferred outflows of resources 91,350

LIABILITIES
Current liabilities:

Interest payable 112,567
Bond payable - due within one year 1,280,000
Total current liabilities 1,392,567
Noncurrent liabilities:

Bond payable - due in more than one year 16,351,184
Total noncurrent liabilities 16,351,184
Total liabilities 17,743,751

NET POSITION
Unrestricted (1,426,421)
Total net position (1,426,421)$
See accompanying Notes to Basic Financial Statements.
10 Antioch Public Financing Authority
Statement of Activities
For the year ended June 30,2023
OPERATING REVENUES:

Interest revenue from financing activities 728,983 $
Total operating revenues 728,983
OPERATING EXPENSES:

General and administrative 114
Fiscal charges 11,620
Total operating expenses 11,734
OPERATING INCOME 717,249
NONOPERATING REVENUES:

Interest revenue 2,471
Interest expense (554,110)
Total nonoperating revenues (551,639)
Change in net position 165,610
NET POSITION:

Beginning of year (1,592,031)
End of year (1,426,421) $
See accompanying Notes to Basic Financial Statements.
11 Antioch Public Financing Authority
Statement of Cash Flows
For the year ended June 30, 2023
CASH FLOWS FROM OPERATING ACTIVITIES:

Cash receipts from City - principal 1,190,000 $
Cash receipts from City - interest 738,899
Cash payments for administrative and fiscal charges (2,512) Net cash provided by operating activities 1,926,387

CASH FLOWS FROM NONCAPITAL
FINANCING ACTIVITIES:

Receipt of interest 2,463
Payments of bond principal (1,190,000)
Payments of bond interest (736,859)
Net cash used in noncapital financing activities (1,924,396) Net change in cash and cash equivalents 1,991
CASH AND CASH EQUIVALENTS:

Beginning of year 52
End of year 2,043 $

RECONCILIATION OF OPERATING INCOME TO NET
CASH PROVIDED BY OPERATING ACTIVITIES:

Operating income 717,249 $
Adjustments to reconcile operating income to net
cash provided (used) by operating activities:

Investment in leases 1,190,000
Prepaid items (928)
Lease interest receivable 9,916
Deferred loss on refunding 10,150
Total adjustments 1,209,138
Net cash provided by operating activities 1,926,387$
Non cash items:

Amortization of premium and deferred loss on refunding of debt (162,683)$ See accompanying Notes to Basic Financial Statements.
12 City of Antioch Public Financing Authority
Notes to Basic Financial Statements
For the year ended June 30, 2023

1. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES
The basic financial statements of the City of Antioch Public Financing Authority (Authority) have been prepared in conformity with generally accepted accounting principles (GAAP) as applied to governmental agencies. The Governmental Accounting Standards Boards (GASB) is the accepted standard setting body for establishing governmental accounting and financial reporting principles. The more significant of the Authoritys accounting policies are described below.

A. Financial Reporting Entity
The Antioch Public Financing Authority (Authority) is a joint exercise of powers entity organized by the City of Antioch (City) and the Antioch Development Agency (Agency) under the laws of the State of California. The Authority was organized to provide financial assistance to the City and the Agency by financing real and personal property and improvements for the benefit of the residents of the City and surrounding areas.

B. Basis of Accounting and Measurement Focus
The accounts of the Authority are organized on the basis of funds, each of which is considered a separate accounting entity. The operations of each fund are accounted for with a separate set of self- balancing accounts that comprise its assets, liabilities, fund equity, revenues, and expenditures or expenses, as appropriate. Governmental resources are allocated to and accounted for in individual funds based upon the purposes for which they are to be spent and the means by which spending activities are controlled.

Government-Wide Financial Statements
The Authoritys government-wide financial statements include a Statement of Net Position, a Statement of Activities and Changes in Net Position and a Statement of Cash Flows. These statements present summaries of business-type activities for the Authority.

These statements are presented on an economic resources measurement focus and the accrual basis of accounting. The Statement of Activities and Changes in Net Position presents changes in Net Position.

Under the accrual basis of accounting, revenues are recognized in the period in which they are earned while expenses are recognized in the period in which the liability is incurred. The type of transactions reported as program revenues for the Authority are reported as operating revenues.

The Authority applies all applicable GASB pronouncements, including all NCGA Statements and Interpretations currently in effect.

C. Cash and Cash Equivalent
The Authority pools its cash and investments with the Citys cash & investments. The balance in the pooled cash account is available to meet current operating requirements. Cash in excess of current requirements is invested in various interest-bearing accounts and other investments for varying terms. 13 City of Antioch Public Financing Authority
Notes to Basic Financial Statements
For the year ended June 30, 2023

1. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES, Continued C. Cash and Cash Equivalent, Continued
In accordance with GASB Statement No. 40, Deposit and Investment Disclosures (Amendment of GASB No. 3), certain disclosure requirements for Deposits and Investment Risks were made in the following areas:

Interest Rate Risk
Credit Risk
Overall
Custodial Credit Risk
Concentrations of Credit Risk
In addition, other disclosures are specified including use of certain methods to present deposits and investments, highly sensitive investments, credit quality at year-end, and other disclosures.

Highly liquid market investments with maturities of one year or less at time of purchase are stated at amortized cost. All other investments are stated at fair value. Market value is used as fair value for those securities for which market quotations are readily available.

Cash equivalents are considered amounts in demand deposits and short-term investments with a maturity date within three months of the date acquired by the City and are presented as Cash and Investments in the accompanying Basic Financial Statements.

For purposes of the statement of cash flows, cash equivalents are defined as investments with original maturities of 90 days or less, which are readily convertible to known amounts of cash. The Authority considers all pooled cash and investments (consisting of cash and investments and restricted cash and investments) held by the City as cash and cash equivalents because the pool is used essentially as a demand deposit account from the standpoint of the funds. The Authority also considers all non-pooled cash and investments (consisting of cash with fiscal agent and restricted cash and investments held by fiscal agent) as cash and cash equivalents because investments meet the criteria for cash equivalents defined above.

D. Long-Term Obligations
In the basic financial statements, long-term debt and other long-term obligations are reported as liabilities in the business type activities. Bond premiums and discounts, if material, are deferred and amortized over the life of the bonds using the effective interest method. Bonds payable are reported net of the applicable bond premium or discount. Bond issuance costs are expensed as incurred. 14 City of Antioch Public Financing Authority
Notes to Basic Financial Statements
For the year ended June 30, 2023

1. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES, Continued E. Deferred Outflows of Resources
In addition to assets, the statement of financial position will sometimes report a separate section for deferred outflows of resources. This separate financial statement element, deferred outflows of resources, represents a consumption of net assets that applies to a future period(s) and so will not be recognized as an outflow of resources (expense/ expenditure) until then. The Authority only has one item that qualifies for reporting in this category. It is the deferred charge on refunding debt reported in the government-wide statement of net position. A deferred charge on refunding results from the difference in the carrying value of refunded debt and its reacquisition price. This amount is deferred and amortized over the shorter of the life of the refunded or refunding debt.

F. Net Position
In the basic financial statements, Net Position is classified in the following category:

Restricted Net Position This amount is restricted by external creditors, grantors, contributors, or laws or regulations of other governments.

G. Use of Restricted / Unrestricted Net Position
When an expense is incurred for purposes for which both restricted and unrestricted Net Position is available, the Authoritys policy is to apply restricted Net Position first.

H. Use of Estimates
The preparation of basic financial statements in conformity with generally accepted accounting principles requires Authority management to make estimates and assumptions that affect certain amounts and disclosures. Accordingly, actual results could differ from those estimates.

I. New Pronouncements
In fiscal year 2023, the Authority adopted the following GASB statements:

GASB Statement No. 91, Conduit Debt Obligations The primary objectives of this Statement are to provide a single method of reporting conduit debt obligations by issuers and eliminate diversity in practice associated with (1) commitments extended by issuers, (2) arrangements associated with conduit debt obligations, and (3) related note disclosures. The requirements of this statement did not apply to the Authority for the current fiscal year.

GASB Statement No. 94, Public-Private and Public-Public Partnerships and Availability Payment Arrangements The primary objective of this Statement is to improve financial reporting by addressing issues related to public-private and public-public partnership arrangements. The requirements of this statement did not apply to the Authority for the current fiscal year.

GASB Statement No. 96, Subscription-Based Information Technology Arrangements This Statement provides guidance on the accounting and financial reporting for subscription-based information technology arrangements (SBITAs) for government end users. The requirements of this statement did not apply to the Authority for the current fiscal year. 15 City of Antioch Public Financing Authority
Notes to Basic Financial Statements
For the year ended June 30, 2023

2. CASH AND INVESTMENTS
The Authoritys cash and investments consist of cash and investments held by fiscal agents and cash and investments pooled with the Citys cash and investments. At June 30, 2023, the Authority had the following cash and investment balances:

3. NET INVESTMENT IN LEASES
Debt service on the outstanding lease revenue bonds is funded with lease payments made by the City, and City former RDA Successor Agency to the Authority for the use of buildings and leasehold improvements acquired or constructed with bond proceeds issued by the Authority. In the lease agreements relating to the bonds, the City and City former RDA have covenanted to make rental payments in amounts corresponding to the Authority's debt service requirements and related costs. Net investment in leases reflects the present value of remaining future lease payments due from the Citys former RDA and City of Antioch. As of June 30, 2023, the Authoritys net investment in leases was $16,110,000.

4. LONG-TERM OBLIGATIONS
A summary of the Authoritys long-term debt transactions for the year ended June 30, 2022, is presented below.

Lease Revenue Refunding Bonds, Series 2015A
On February 11, 2015, the Authority issued the Lease Revenue Bonds, Series 2015A in the amount of $23,155,000, to refund the Authoritys outstanding 2002 Lease Revenue Bonds, Series A & B, and the Citys 2001 ABAG Lease Revenue Bonds. Interest payments are payable semi-annually on November 1 and May 1.

The bonds mature through May 1, 2032, and bear interest at the rate of 2-5%. The advanced refunding resulted in a difference of $182,696 between the reacquisition price and the net carrying amount of the old debt that has been deferred and amortized in accordance with GASB Statement No. 23. 16 City of Antioch Public Financing Authority
Notes to Basic Financial Statements
For the year ended June 30, 2023

4. LONG-TERM OBLIGATIONS, Continued
The annual debt service requirements for the Lease Revenue Refunding Bonds Series 2015A outstanding at June 30, 2023 were as follows:

Year Ending Year Ending
June 30, Principal Interest Total June 30, Principal Interest Total 2024 1,040,000$ 573,900 $ 1,613,900$ 2024 240,000 $ 101,500$ 341,500$ 2025 1,130,000 521,900 1,651,900 2025 255,000 89,500 344,500 2026 1,230,000 465,400 1,695,400 2026 265,000 76,750 341,750 2027 1,255,000 403,900 1,658,900 2027 280,000 63,500 343,500 2028 1,595,000 341,150 1,936,150 2028 295,000 49,500 344,500 2029-2032 7,570,000 618,850 8,188,850 2029-2032 955,000 64,000 1,019,000 Total 13,820,000$ 2,925,100 $ 16,745,100$ Total 2,290,000$ 444,750 $ 2,734,750$ Lease Revenue Refunding Bonds Series 2015A
2002 Series A & B Portion ABAG Portion
Interest payments and lease revenue bond retirements are serviced by revenues generated by the tax increment from the City former RDA Successor Agency and lawfully available funds of the city for Base Rental Payments pursuant to a facility lease. The total principal and interest remaining to be paid on the bonds is $19,479,850.

5. RISK MANAGEMENT
The Authority is exposed to various risks of loss related to torts; theft of, damage to, and destruction of assets; errors and omissions; and natural disasters. The Authority participates in the Municipal Pooling Authority (MPA) through its relationship with the City. The purpose of the MPA is to spread the adverse effects of losses among the member agencies and to purchase excess insurance as a group, thereby reducing expenses. The Citys deductibles and maximum coverage for general liability are as follows:

There have been no claims in the past three fiscal years which exceeded the Authoritys excess coverage.

The Authority had no claims outstanding at June 30, 2023. 17 This page intentionally left blank.
18 SUPPLEMENTAL INFORMATION
19 Antioch Public Financing Authority
Combining Statement of Net Position
Proprietary Funds
June 30, 2023
2002 A&B ABAG
2015A 2015A
Lease Lease
Revenue Revenue
Bonds Bonds Total
ASSETS
Current assets:

Cash and investments 2,043 $ - $ 2,043$ Interest receivable 8 - 8 Prepaid items 1,136 226 1,362 Lease interest receivable due from City of Antioch 95,650 16,917 112,567 Net investment in leases from City of Antioch 1,040,000 240,000 1,280,000 Total current assets 1,138,837 257,143 1,395,980 Noncurrent assets:

Net investment in leases from City of Antioch 12,780,000 2,050,000 14,830,000 Total noncurrent assets 12,780,000 2,050,000 14,830,000 Total assets 13,918,837 2,307,143 16,225,980

DEFERRED OUTFLOWS OF RESOURCES
Deferred loss on refunding 91,350 - 91,350 Total deferred outflows of resources 91,350 - 91,350

LIABILITIES
Current liabilities:

Interest payable 95,650 16,917 112,567 Bond payable - due within one year 1,040,000 240,000 1,280,000 Total current liabilities 1,135,650 256,917 1,392,567 Noncurrent liabilities:

Bond payable - due in more than one year 14,027,052 2,324,132 16,351,184 Total noncurrent liabilities 14,027,052 2,324,132 16,351,184 Total liabilities 15,162,702 2,581,049 17,743,751

NET POSITION
Unrestricted (1,152,515) (273,906) (1,426,421) Total net position (1,152,515)$ (273,906) $ (1,426,421)$ 20 Antioch Public Financing Authority
Combining Statement of Revenues, Expenses and Changes in Net Position Proprietary Funds
For the year ended June 30, 2023
2002 A&B ABAG
2015A 2015A
Lease Lease
Revenue Revenue
Bonds Bonds Total
OPERATING REVENUES:

Interest revenue from financing activities 615,295$ 113,688$ 728,983$ Total operating revenues 615,295 113,688 728,983 OPERATING EXPENSES:

General and administrative 57 57 114 Fiscal charges 11,395 225 11,620 Total operating expenses 11,452 282 11,734 OPERATING INCOME 603,843 113,406 717,249 NONOPERATING REVENUES (EXPENSES):

Interest revenue 2,471 - 2,471 Interest expense (475,131) (78,979) (554,110) Total nonoperating revenues (expenses) (472,660) (78,979) (551,639) Change in net position 131,183 34,427 165,610 NET POSITION:

Beginning of year (1,283,698) (308,333) (1,592,031) End of year (1,152,515) $ (273,906) $ (1,426,421)$ 21 Antioch Public Financing Authority
Combining Schedule of Cash Flows by Program
Proprietary Funds
For the year ended June 30, 2023
2002 A&B ABAG
2015A 2015A
Lease Lease
Revenue Revenue
Bonds Bonds Total
CASH FLOWS FROM OPERATING ACTIVITIES:

Cash receipts from City - principal 955,000 $ 235,000$ 1,190,000$ Cash receipts from City - interest 623,253 115,646 738,899 Cash payments for administrative and fiscal charges (2,074) (438) (2,512) Net cash provided by operating activities 1,576,179 350,208 1,926,387

CASH FLOWS FROM NONCAPITAL
FINANCING ACTIVITIES:

Interest received 2,463 - 2,463 Payments of bond principal (955,000) (235,000) (1,190,000) Interest paid on bonds (621,651) (115,208) (736,859) Net cash used in noncapital financing activities (1,574,188) (350,208) (1,924,396) Net change in cash and cash equivalents 1,991 - 1,991 CASH AND CASH EQUIVALENTS:

Beginning of year 52 - 52 End of year 2,043 $ - $ 2,043$

RECONCILIATION OF OPERATING INCOME TO NET - - CASH PROVIDED BY OPERATING ACTIVITIES:

Operating income 603,843 $ 113,406$ 717,249$ Adjustments to reconcile operating income to net
cash provided (used) by operating activities:

Investment in leases 955,000 235,000 1,190,000 Lease interest receivable 7,958 1,958 9,916 Prepaid items (772) (156) (928) Deferred loss on refunding 10,150 - 10,150 Total adjustments 972,336 236,802 1,209,138 Net cash provided by operating activities 1,576,179$ 350,208 $ 1,926,387$ Non cash items:

Amortization of premium and deferred loss on refunding of debt(128,412)$ (34,271)$ (162,683)$ 22 REPORT ON INTERNAL CONTROL OVER FINANCIAL

REPORTING AND ON COMPLIANCE AND OTHER MATTERS BASED ON AN

AUDIT OF FINANCIAL STATEMENTS PERFORMED IN ACCORDANCE WITH

GOVERNMENT AUDITING STANDARDS
INDEPENDENT AUDITORS REPORT
To the Board of Directors
of the Antioch Public Financing Authority
Antioch, California
We have audited, in accordance with the auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States, the financial statements of the Antioch Public Financing Authority (Authority), a component unit of the City of Antioch, as of and for the year ended June 30, 2023, and the related notes to the financial statements, which collectively comprise the Authoritys basic financial statements, and have issued our report thereon dated December 20, 2023.

Report on Internal Control Over Financial Reporting
In planning and performing our audit of the financial statements, we considered the Authoritys internal control over financial reporting (internal control) as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the Authoritys internal control.

Accordingly, we do not express an opinion on the effectiveness of the Authoritys internal control.

A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control, such that there is a reasonable possibility that a material misstatement of the entitys financial statements will not be prevented, or detected and corrected on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance.

Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or, significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses or significant deficiencies may exist that were not identified. 23 To the Board of Directors
of the Antioch Public Financing Authority
Antioch, California

Page 2 ends

Report on Compliance and Other Matters
As part of obtaining reasonable assurance about whether the Authoritys financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a direct and material effect on the financial statements. However, providing an opinion on compliance with those provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards.

Badawi & Associates, CPAs
Berkeley, California
December 20, 2023
24 M
Agenda Item #

STAFF REPORT TO THE CITY COUNCIL

DATE: Regular Meeting of February 13, 2024

TO: Honorable Mayor and Members of the City Council

SUBMITTED BY: Brad Helfenberger, Parks and Recreation Director

APPROVED BY: Kwame P. Reed, Acting City Manager

SUBJECT: Approval of Awards for the 2023-2024 Civic Enhancement Grant Program

RECOMMENDED ACTION

1. It is recommended that the City Council approve a:

$2,500 grant plus approximately $2,300 of in-kind City facility services to the Antioch Rotary Club for the ;
$1,500 grant to Be Exceptional for Funds to Expand Youth Programs for people with disabilities;
$1,500 grant to Cancer Support Community to provide support and services to people and families impacted by cancer;
$3,000 grant plus approximately $5,000 of in-kind City facility services to Celebrate Antioch Foundation to provide community special events in Rivertown;
$1,000 grant plus approximately $3,900 of in-kind City facility services to Contra Costa Legal Services for informational sessions on avoiding fraud and scams at the Antioch Senior Center;
$8,000 grant to Delta Learning Center for tutoring services primarily for elementary school students in English/ Language Arts;
$3,000 grant to El Campanil Theater for the ;
$2,000 grant plus approximately $1,500 of in-kind City facility services to Facing Homelessness to provide supplies and resources to the unhoused; $3,000 grant to Grace Closet for Expansion of Community Resource and Health Fair;
City Council Staff Report
February 13, 2024 Agenda Item M 2
$1,500 grant to Loaves and Fishes of Contra Costa to provide food for families, seniors, unhoused residents, and veterans;
$8,000 grant plus approximately $300 of in-kind City facility services to New Generation Equity/STEAM4Real for Providing Sports/ Athletic activities for the community;
$2,500 grant to the Police Activities League (PAL) to provide Sports/ Athletic activities for the community;
$5,500 grant to RR Transitional Housing for the Youth Empowerment Monthly Seminar;
$4,500 grant to SHARE Community for the Mobile Shower and Hygiene Service Program; and
$1,500 grant to This Active Art for free art activities for the community.

2. It is recommended that the City Council adopt the resolution codifying the City Councils approval of the 2023-2024 Civic Enhancement Grants.

FISCAL IMPACT
The budget allocation for the Civic Enhancement Grant Program is $50,000 for Fiscal Year 2023-2024.

DISCUSSION
The FY23-24 Budget includes continued funding for the Civic Enhancement Grants Program to support community events and improvement projects that originate with Non-Profit orga Non-Profit
organizations by creating and implementing a grant program to fund civic events and enhancement projects in an objective manner. The Parks and Recreation Commission makes final recommendations for grant approval to the City Council, which ultimately authorizes the grant allocations.

During the FY22-23 program, some organizations used awarded funds to rent City facilities for their programs. In response, the FY23-24 program added an option to request City facilities/ services as part of the application to allow organizations access without having to use awarded funds for this purpose. These in-kind requests are noted on the Proposed Funding List in the Appx. Value of City Facilities/ Services column.

The value of these services is in addition to the recommended funding amount.

Applications for the Civic Enhancement Grant Program were published on November 2, 2023, and due December 18, 2023. The City received 18 applications for grant funding to support projects and/or programs in 2024, double the number received last year. The City Council authorized $50,000 in FY23-24 to fund the civic enhancement grant program. The total amount requested in the grant applications is $167,560.

A chart summarizing the applications received is detailed below:

City Council Staff Report
February 13, 2024 Agenda Item M 3
Name of
Applicant
Amount
Requested
Amount
Recommended
Appx. Value of
City Facilities/
Services Project Summary
Antioch Rotary
Club $3,000 $2,500 $2,300 Underserved Male
Youth
Be Exceptional $8,000 $1,500 Not Requested
Funds to Expand Youth
Programs for people
with disabilities
Cancer Support
Community $5,000 $1,500 Not Requested
To provide support and
services to people and
families impacted by
cancer
Celebrate
Antioch
Foundation
$10,000 $3,000 $5,000
To provide community
special events in
Rivertown
Contra Costa
Family Justice
Alliance
$10,000 - Not Requested
Establishment of a
community healing
garden
Contra Costa
Senior Legal
Services
$5,000 $1,000 $3,900
Info sessions on
avoiding fraud and
scams at the Antioch
Senior Center
Delta Learning
Center $8,000 $8,000 Not Requested
Tutoring services
primarily for elementary
school students in
English/ Language Arts
El Campanil
Theater $10,000 $3,000 Not Requested Program
Facing
Homelessness $10,000 $2,000 $1,500
To provide supplies and
resources to the
unhoused
Grace Arms of
Antioch $4,000 - Not Requested Funding for MLK March
Event
Grace Closet $3,000 $3,000 Not Requested
Expansion of
Community Resource
and Health Fair
Loaves and
Fishes of Contra
Costa
$7,500 $1,500 Not Requested
To provide food for
families, seniors,
unhoused residents,
and veterans.

New Generation
Equity/
STEAM4Real
$25,000 $8,000 $300 In Living Color STEM
Event
Police Activities
League (PAL) $10,000 $2,500 Not Requested
Providing Sports/
Athletic activities for the
community
RR Transitional
Housing $25,560 $5,500 Not Requested Youth Empowerment
Monthly Seminar
SHARE
Community $10,000 $4,500 Not Requested
Mobile Shower and
Hygiene Service
Program
ThisActive_Art $8,500 $1,500 Not Requested Free art activities for the community
TOTAL $167,560 $50,000 $13,000 (in kind)
City Council Staff Report
February 13, 2024 Agenda Item M 4
At the Regular Meeting of January 18, 2024, the Parks and Recreation Commission voted to recommend funding as detailed in the above table. Following the approval of grant awards, staff will proceed with executing grant agreements and disbursement of grant funding.

ATTACHMENT
A. Resolution
Exhibit 1 to Resolution 2023-24 Civic Enhancement Grant Awards as Recommended by the Parks and Recreation
Commission

ATTACHMENT A

RESOLUTION NO. 2024/**

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANTIOCH

APPROVING CIVIC ENHANCEMENT GRANTS AS RECOMMENDED BY THE PARKS AND RECREATION COMMISSION FOR FISCAL YEAR 2023-24

WHEREAS, i assist nonprofit organizations by creating and implementing a grant program to fund civic events and enhancement projects in an objective and efficient manner;

WHEREAS, the Fiscal Year 2023-24 Budget authorized funding for a community grant program;

WHEREAS, the Civic Enhancement Grant program includes the option to request City facilities and services;

WHEREAS, the City conducted an open process to accept grant applications and encouraged all community organizations to submit applications; and

WHEREAS, the Parks and Recreation Commission reviewed all applications and recommends approval and funding for 16 programs and projects that support the community.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Antioch hereby approves the 2023-24 Civic Enhancement Grants as follows:

$2,500 grant plus approximately $2,300 of in-kind City facility services to the Antioch Rotary Club ;
$1,500 grant to Be Exceptional for Funds to Expand Youth Programs for people with disabilities;
$1,500 grant to Cancer Support Community to provide support and services to people and families impacted by cancer;
$3,000 grant plus approximately $5,000 of in-kind City facility services to Celebrate Antioch Foundation to provide community special events in Rivertown;
$1,000 grant plus approximately $3,900 of in-kind City facility services to Contra Costa Legal Services for informational sessions on avoiding fraud and scams at the Antioch Senior Center;
$8,000 grant to Delta Learning Center for tutoring services primarily for elementary school students in English/ Language Arts;
$3,000 grant to El Campanil Theater ;
RESOLUTION NO. 2024/**
February 13, 2024

Page 2 ends

$2,000 grant plus approximately $1,500 of in-kind City facility services to Facing Homelessness to provide supplies and resources to the unhoused; $3,000 grant to Grace Closet for Expansion of Community Resource and Health Fair;
$1,500 grant to Loaves and Fishes of Contra Costa to provide food for families, seniors, unhoused residents, and veterans;
$8,000 grant plus approximately $300 of in-kind City facility services to New Generation Equity/STEAM4Real for Providing Sports/ Athletic activities for the community;
$2,500 grant to the Police Activities League (PAL) to provide Sports/ Athletic activities for the community;
$5,500 grant to RR Transitional Housing for the Youth Empowerment Monthly Seminar;
$4,500 grant to SHARE Community for the Mobile Shower and Hygiene Service Program; and
$1,500 grant to This Active Art for free art activities for the community.

BE IT FURTHER RESOLVED that Exhibit A is hereby attached to this resolution and incorporated by reference.

* * * * * * * * * * *

I HEREBY CERTIFY that the foregoing resolution was passed and adopted by the City Council of the City of Antioch at a regular meeting thereof, held on the 13th day of February, 2024, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

____________________________________

ELIZABETH HOUSEHOLDER

CITY CLERK OF THE CITY OF ANTIOCH

EXHIBIT A

2023-24 Civic Enhancement Grant Awards as Recommended by the Parks and Recreation Commission

Name of
Applicant
Amount
Awarded
Appx. Value of
City Facilities/
Services Awarded Project Summary
Antioch Rotary
Club $2,500 $2,300 Underserved Male Youth
Be Exceptional $1,500 Not Requested
Funds to Expand Youth
Programs for people with
disabilities
Cancer Support
Community $1,500 Not Requested
To provide support and
services to people and
families impacted by
cancer
Celebrate
Antioch
Foundation
$3,000 $5,000
To provide community
special events in
Rivertown
Contra Costa
Senior Legal
Services
$1,000 $3,900
Info sessions on avoiding
fraud and scams at the
Antioch Senior Center
Delta Learning
Center $8,000 Not Requested
Tutoring services
primarily for elementary
school students in
English/ Language Arts
El Campanil
Theater $3,000 Not Requested Program
Facing
Homelessness $2,000 $1,500
To provide supplies and
resources to the
unhoused
Grace Closet $3,000 Not Requested
Expansion of Community
Resource and Health
Fair
Loaves and
Fishes of Contra
Costa
$1,500 Not Requested
To provide food for
families, seniors,
unhoused residents, and
veterans.

New Generation
Equity/
STEAM4Real
$8,000 $300 In Living Color STEM
Event
Police Activities
League (PAL) $2,500 Not Requested
Providing Sports/ Athletic
activities for the
community
RR Transitional
Housing $5,500 Not Requested Youth Empowerment
Monthly Seminar
SHARE
Community $4,500 Not Requested
Mobile Shower and
Hygiene Service
Program
ThisActive_Art $1,500 Not Requested Free art activities for the community
TOTAL $50,000 $13,000 (in kind)
3 Agenda I tem #
ST

AFF REPORT TO THE CITY COUNCIL
DATE
: Regular Meeting of February 13, 2024
TO: H
onorable Mayor and Members of the City Council
SUBM
ITTED BY: Zoe Merideth, Acting Planning Manager
APPR
OVED BY: Kevin Scudero, Acting Community Development Director SUBJ
ECT: PG&E Service Center (PD-21-05, UP-21-14, DR2023-0022)

RECOMMENDED ACTION
It is recommended that the City Council:

1. Adopt the resolution approving the PG&E Service Center Project Initial Study/Mitigated Negative Declaration (IS/MND), Response to Comments, and Mitigation Monitori
ng and Reporting Program (MMRP);

2. Introduc
e by title only and waive the further reading of the ordinance rezoning the project site to Planned Development (PD); and

3. Adopt the resolution approving a Final Development P lan, Use Permit, and Design Review.

ZM
KS
Antioch City Council Report
February 13, 2024 Agenda Item #3 2

FISCAL IMPACT
There is no direct fiscal impact because of this action.

REQUESTED APPROVALS
The applicant requests approval of an IS/MND, Response to Comments, and MMRP; PD Rezone; Final Development Plan ; Use Permit ; and Design Review to redevelop the existing PG&E service center site. The proposed project involves the replacement and demolition of four existing buildings within the existing PG&E Service Center (Fleet Maintenance, Logistics Warehouse, Logistics Shops, and Operations buildings).

Additionally, the proposed project would include the construction of new non- occupied support structures, a below grade parking area, circulation improvements, expansion of paved surfaces, and expansion of lighting infrastructure:

1. T
he PG&E Service Center Project Initial Study/Mitigated Negative Declaration (IS/MND) and Mitigation Monitoring and Reporting Program (MMRP). Pursuant to the California Environmental Quality Act (CEQA), an IS/MND , Response to Comments, and MMRP were prepared to evaluate the potential impacts to the environment associated with implementation of the proposed project.

2. P
lanned Development Rezone. The Hillcrest Station Area Specific Plan requires all development within the planning area to receive approval of a Planned Development (PD) application.

3. F
inal Development Plan. The Zoning Ordinance requires that a Final Development Plan be approved for all proposed PD Districts.

4. U
se Permit. The Zoning Ordinance requires that a use permit be approved prior to the construction of any phase of an approved PD district.

5. D
esign Review . The proposed project requires Design Review to authorize the proposed building conceptual architecture, landscaping, and site design of the project and to ensure consistency with the City of Antioch General Plan, Zoning Ordinance design policies and criteria, and Citywide Design Guidelines.

SITE LOCATION
The project site is located on 36.39 acres of the existing 56.15- acre parcel at 2111 Hillcrest Avenue (APN 051-160-002). The Antioch Service Center site is bordered to the north by residential uses; to the east by vacant undeveloped land; to the south by vacant land, the Union Pacific Railroad railroad property, and the Antioch Bay Area Rapid Transit (BART) station/arterial track; and to the west by Hillcrest Avenue.

ENVIRONMENTAL
In accordance with CEQA, the City has prepared an IS/MND, which determined all potentially significant environmental impacts for the potential ultimate buildout of the Antioch City Council Report
February 13, 2024 Agenda Item #3 3
project would be mitigated to a less-than-significant level with incorporation of mitigation.

As a result, an MMRP was prepared and is included as Exhibit B to Attachment A.

In compliance with Public Resources Code Section 21080.3.1, known as Assembly Bill (AB) 52, California Native American tribes traditionally and culturally affiliated with the project site were notified of the proposed project on May 18, 2023. The City did not receive any requests for consultation during the 30-day notification period.

The IS/MND was circulated for public review from October 3, 2023 through November 2, 2023 to solicit comments and input from the public. In accordance with Section 15074 of the CEQA Guidelines, prior to approving a project, the decision making body of the lead agency shall consider the proposed environmental document together with any comments received during the public review process. Although there is no legal requirement to formally respond to comments on a proposed Mitigated Negative Declaration (MND) a s there is for an Environmental Impact Report (EIR), as a practice the City responds to comments received during the comment period. The City received a comment letter from Wilton Rancheria – Cultural Preservation Department . The letter outlined the Inadvertent Discovery Treatment Plan for the discovery of tribal resources, archaeological artifacts, and other cultural resources. Mitigation Measure CULT -1 was modified to incorporate the recommendations included in the comment letter, which now includes a 100 -foot buffer, increased from 25 feet, should archaeological deposits be encountered. The mitigation measure also now states that a Native American Representative be notified if archaeological deposits are encountered. A comment letter was also received from the California Department of Transportation District 4 stating the CalTrans requirements applicable to the project. A comment letter was also received from the Central Valley Regional Water Quality Control Board stating the Board’s requirements applicable to the project . No revisions to the IS/MND were required as a result of the comment letters, though the City did choose to slightly change Mitigation Measure Cult - 1, and no new significant information was identified during the comment period.

Therefore, recirculation of the IS/MND is not required.

C
opies of the PG&E Service Center IS/MND were made available for review Monday through Friday, at the City of Antioch Community Development Department, between the hours of 8:00 AM and 4:30 PM, Monday through Thursday, and by appointment on Fridays. The IS/MND was also available online at: https://www.antiochca.gov/community- development-department/planning-division/environmental-documents/.

BACKGROUND
The site is designated as Hillcrest Station Area Specific Plan Focus Area in the City’s General Plan and as Hillcrest Station Area Specific Plan in the zoning map . The site is located within the Hillcrest Station Area Specific Plan (“Specific Plan”), which was adopted by the City Council on April 28, 2009. The Specific Plan acts as the guiding land use document for the 375-acre area around the Antioch BART station. The plan designates sites for employment uses, a residential transit village neighborhood, and sites for retail uses. The plan includes circulation, open space, urban design, environmental Antioch City Council Report
February 13, 2024 Agenda Item #3 4
protection, infrastructure, and implementation chapters. Within the Specific Plan, the project site is designated as an Industrial/Utilities use.

T
he project site is the existing PG&E Service Center. PG&E’s records indicate that it has owned the project site since 1924 and operated facilities there since that time. The City has processed a variety of entitlements over the years. Most recently, the City permitted new frontage landscaping and a wrought iron fence along the property line. T oday, the PG&E service center includes an operations building, fleet maintenance building, logistics warehouse, logistics shops, and associated storage and parking lots. Approximately 330 permanent employees, of which 159 are field crew and 171 are standard employees, work at the facility. During COVID- 19, many of the office and administrative employees began working remotely. The proposed project plans to redevelop the site with the same uses, through a phased approach that allows the operations at the site to be maintained while the redevelopment occurs.

I
n addition to the service center, the parcel also contains a PG&E substation, which is not included in the proposed project and will continue to operate unchanged. The City of Antioch does not have jurisdiction over the substation, as it is regulated by the California Public Utilities Commission.

T
his item was heard at the January 17, 2024, Planning Commission meeting, which is discussed in more detail below.

ANALYSIS
The proposed project would include development of an operations building with an underground parking facility, a logistics warehouse, logistics shops, fleet buildings, three storage warehouses, covered storage, material storage, and three pole storage locations.

Development of the site would also include fleet parking, laydown yards, employee and visitor parking, landscaping, and bioretention facilities. • N
ew Logistics Warehouse Building. The new Logistics Warehouse building would replace/ expand the existing assemblage of buildings in the center of the project site east of the existing Fleet Maintenance building. The proposed building would be single story (26 feet tall) and include 36,000 square feet of enclosed warehouse space, and another 18,000 square feet of unconditioned covered storage for a total of approximately 54,000 square feet. The existing warehouse buildings would be demolished after the new building is operational.
• N
ew Logistics Shops Building. The new Logistics Shops building would replace the existing, inadequate shop facilities located in the center of the project site east of the existing Fleet Maintenance building. The proposed building would be single story (26 feet), totaling 53,000 square feet. The building would function as an industrial building containing workshops, tool rooms, and building support spaces.

This building would also have a low use intensity as it would serve and support Antioch City Council Report
February 13, 2024 Agenda Item #3 5
field crews. The existing assemblage of shop buildings and temporary facilities would be demolished after the new building is operational. • N
ew Fleet Maintenance Building. The new Fleet Maintenance building would replace the existing maintenance facility/Fleet Maintenance building located in the southwestern corner of the project site. The proposed single- story (34 -foot-tall) building would be approximately 20,000 square feet in size and would be dedicated to fleet storage and minor maintenance. The existing Fleet Maintenance building would be demolished immediately after the new building is operational. • N
ew Operations Building. The new Operations building would replace the existing Operations building located along the northern area of the project site along Hillcrest Avenue (as shown in Figure 2- 4, Proposed Site Improvements). The proposed two-story building would be approximately 51,500 square feet and 45 feet in height. The building would be sited over the proposed single-level, 27,000- square-foot underground parking area and would primarily be used for offices and meeting room uses. The new Logistics Warehouse building, Logistics Shops building, Fleet Maintenance building, and Operations building as described above would total approximately 178,500 square feet. Additionally, the following storage facilities are proposed:
• S
torage Warehouses. A single-story storage warehouse would be located east of the Fleet Maintenance building and would be approximately 10,293 square feet in size. Two additional warehouses, Storage Warehouse B and Storage Warehouse C, would be located in the eastern portion of the project site south of the northeast laydown yard and would be 9,600 square feet and 19,200 square feet in size, respectively.
• M
aterial Storage. The single- story material storage building would be located southeast of the Fleet Maintenance building and would be approximately 1,800 square feet in size.
• C
overed Storage. The covered (canopy) material storage pad would be located immediately to the west of the material storage building and would be approximately 1,944 square feet in size.
• O
ther smaller support structures include power pole storage bins, a replacement emergency generator, a fleet fueling station with fully compliant double containment above ground fuel tank, a covered outdoor employee break area, a covered trash and recycling enclosure, and photovoltaic (PV) canopies over employee parking. In addition to the structures noted, the site would have internal Antioch City Council Report
February 13, 2024 Agenda Item #3 6
vehicular circulation, separate employee and fleet parking, and paved surfaces for laydown/ material storage. (LSA, PG&E Service Center Project IS/MND) The project would be constructed in a phased manner to keep the facility operational during the implementation of the project.
• Phase 1. This phase is complete and involved the construction of the perimeter security wall and fence and Hillcrest landscaping.
• P
hase 2.A. This phase includes relocating materials, trailers, and equipment , as necessary, in the northern area of the site. New utilities will be brought to the northern area of the site. The northern stormwater detention basin will be constructed. The existing employee parking at the northwest corner of the site will be expanded and improved. A new fleet parking lot along the north side of the site will be installed.
• P
hase 2.B. This phase includes relocated materials, temp trailers, and equipment to the north/central area of the site. The grading and construction of the logistics warehouse and logistics shops buildings will occur. The pole storage bins will be constructed and paving around the new buildings will occur. • P
hase 3. The current temporary and permanent logistics facilities will be demolished. Grading in the south and eastern areas of the site will occur. The southern stormwater detention basin will be built. The fleet maintenance building, covered storage, material storage, and storage warehouse will be built. The pole

Antioch City Council Report
February 13, 2024 Agenda Item #3 7
storage and fueling station will be constructed. Paving around the area will be completed.
• P
hase 4. The demolition of the operations building and temporary buildings will occur. The operations building and PV canopies over some parking areas will occur. The new trash and recycling structure will be constructed. Paving of the areas around the new building will occur.
• F
uture Phase. This phase involves the construction of two warehouses, two bioretention facilities, and a pole storage area in the northeastern portion of the site.

T
hroughout the conditions of approval, the phasing plan provided by PG&E has been used as timing triggers for individual conditions.

Proposed Planned Development Rezone, Final Development Plan, and Use Permit The Specific Plan requires all land uses to be established for individual projects through a PD process. The Implementation chapter of the Specific Plan rezones the entire 375 - acre project area to PD. The Specific Plan states “No subdivisions, use permits, or other development entitlements for the Specific Plan Area may be approved by the City prior to the approval of either a Master Plan or Final Development Plan.” Therefore, the proposed project would require a PD Rezone. The PD district is intended to set the development standards applicable to the land use district of the project site, including the lot sizes, setbacks, height, floor area ratio, parking, and permitted uses. The Specific Plan states that a PD district be established but does not provide specific standards for the industrial/utilities designation of the project site. The uses at the project site are most similar to the light industrial uses found in the M-1 zoning district. Therefore, the proposed PD district is largely consistent with M-1 district standards from the Antioch Zoning Code.

As demonstrated below , the proposed project conforms to the M -1 zoning district standards. In the ordinance, staff is proposing a 10-foot side setback, while the M -1 zoning district has no side setback in order to provide a buffer between the homes on the northern property line and the PG&E parcel.

D
evelopment Standard M-1 District Proposed
Project Complies?
Maximum Height (feet) 45 37.5 Yes
Minimum Building Site (sf) 40,000 1,585,148 Yes
Maximum Lot Coverage 60% 11% Yes
Front Yard Setback (feet) 30 145 (27
landscaping) Yes
Side Yard Setback (feet) 0 148 Yes
Rear Yard Setback (feet) 0 193 Yes
Antioch City Council Report
February 13, 2024 Agenda Item #3 8
I
n addition, pursuant to Section 9-5.2307 of the Antioch Municipal Code, a Use Permit is required prior to the construction of any phase of an approved PD district. Thus, the proposed project would require approval of a Use Permit to allow construction of the proposed project. Because the proposed project would be developed in one phase, the requested Use Permit addresses the project as a whole.

Design Review
Per Section 9-5.2607 of the Antioch Municipal Code, all new development within the City is subject to Design Review approval. The purpose of the Design Review process is to promote the orderly development of the City, encourage high quality site design and planning, protect the stability of land values and investments, and ensure consistency with the Citywide Design Guidelines. The Citywide Design Guidelines do not specifically contain an industrial or utility section, the general standards related to Business Park design are applicable.

T
he Citywide Design Guidelines are intended to establish guidelines that will reinforce a common identity for the City of Antioch, including the maximum density and maximum number of units, minimum lot size, landscape requirements, open space requirements, architectural guidelines, and maximum building heights and lot coverage.

Access and Parking
Access to the project site would continue to be provided by the three existing driveways off Hillcrest Avenue. The northern most driveway sits near the northern property line. The access at the middle of the site is 35 feet in width and will be maintained as a two- way driveway. The southern most driveway will be improved with asphalt concrete. Internal drive aisles will provide access to each area of the site. To ensure that vehicles and fire equipment can move through the site, a condition of approval has been added that requires a truck turning analysis be provided with the first building permit submittal. The project is not proposing to change the uses at the site or number of vehicle trips generated at the site, therefore a traffic impact analysis was not warranted for this project.

T
he proposed project would provide the number of spaces required by the Antioch Municipal Code, including 362 employee/visitor parking spaces. 49 of these spaces will be in a below grade parking garage beneath the proposed operations building and would be 27,000 square feet in size. A condition of approval has been added to require the design of the parking garage to meet Antioch Municipal Code standards and to be reviewed by Planning and Engineering prior to building permit submittal to ensure the design meets City standards. Fleet parking would include a total of 127 spaces, 26 of which would be just south of the proposed operations building, 34 of which would be directly east of the proposed northern bioretention basin, and 67 of which would be located directly west of the new f leet maintenance building. PG&E has stated that the electric vehicle charging stations in both the employee parking and fleet parking areas will exceed the number of stations required by code in order to accommodate PG&E’s fleet hybridization.

Antioch City Council Report
February 13, 2024 Agenda Item #3 9
Landscaping and Lighting
The existing landscaped areas along Hillcrest Avenue would largely remain in place. The proposed project would include approximately 94,834 square feet of landscaped area spread across the project site. The landscaping will feature water efficient plants, including manzanita, oleander, New Zealand flax, hot lips sage, and sage leaf rockrose.

A total of 83 existing trees would be removed as part of the project, including two “mature” protected trees, which are defined as having a diameter at breast height over 26 inches .

Antioch Municipal Code Section 9-5.1205 requires mitigation of protected trees removed in conjunction with development. Many of the trees being removed are in the eastern portion of the site and are in the location of a future bioretention basin or near overhead lines. A total of 21 trees, consisting of crape myrtle, London plane tree, and coast live oaks, would be planted and 92 existing trees would be protected as part of the proposed project. Many of the protected trees are found in the employee parking lot and are of the shiny xylosma and Modesto ash species.

A
dditionally, the proposed project would include four landscaped bioretention basins with mow-free sod, which would be a total of approximately 82,236 square feet.

A
dditional discussion on landscaping is included in the Planning Commission Meeting section of the report, below.

T
he proposed project would include 22-foot-tall light pole fixtures throughout all proposed parking areas and paved areas and surrounding the proposed buildings. All the fixtures would include a motion/ambient sensor. A condition of approval has been added requiring that updated photometric plans are provided with the submittal of the first building permit showing that the lighting does not spill over into the neighboring residents’ yards.

Building Design
The proposed project features several new buildings with a cohesive theme of taupe body colors with gray and dark reddish brown accent colors. Given the size of the site and the location of the substation equipment, the majority of the buildings will be difficult to outside of the site. The most visible building from Hillcrest Avenue will be the new operations building. The two- story building features a glass lobby with a two -story reddish-brown vertical accent panel running the height of the building. The building features architectural details including vertical and horizontal sunshades, a protruding corner detail with reddish brown accent colors, metal louvers and vertical windows. In total, these details work together to provide facades with a variety of details and variety to an otherwise rectangular building. The entrance to the underground parking structure is integrated into the building with a reddish- brown accent beam. The color and materials carry over into the other buildings at the site, which generally feature roll up doors, slanted metal standing seam roofs, and reddish-brown metal awnings and accents.

T
he Citywide Design Guidelines for Business Parks (the closest standards to the proposed use), requires in section 4.4 that business parks have a distinct architectural Antioch City Council Report
February 13, 2024 Agenda Item #3 10
concept that is “consistent in theme but rich in subtle variation.” By using consistent colors and materials and architectural styles, the project feels consistent despite spanning a large industrial site. The Citywide Design Guidelines discourage unscreened loading doors facing the street. The project has designed the logistics’ buildings run east -west, which avoids the loading doors facing the street, and instead face interior into the site.

The project also meets the Citywide Design Guidelines by avoiding long, unbroken buildings facades facing the Hillcrest Avenue, and instead designed the site to make these buildings face the interior of the site. Through the colors, materials, and site layout, the project complies with the applicable Citywide Design Guidelines for Business Parks.

PLANNING COMMISSION MEETING
The Planning Commission held a public hearing regarding the project on January 17, 2024. At the meeting, the applicant presented the project and the Commission asked clarifying questions about the proposal. Two members of the public spoke on the item.

Both members of the public spoke about the need for native plants on the site and requested that the Commission include conditions requiring native plants. The Commission asked the applicant questions regarding the lack of replacement for the 83 trees being removed at the site. The applicant committed to working with the City on replacing the trees and potentially partnering with the City to plant trees off site in public parks or other locations. The Commission then made motions recommending approval of the project with a 4- 0 vote, with two members absent. The motions included the added conditions that “the applicant investigate using native plants at the site and to work with staff on revising the landscaping plans” and that “the applicant shall replant the same number of trees on the property as they are removing as part of the project.” Draft meeting minutes are provided as Attachment I.

ATTACHMENTS
A. R
esolution Approving the PG&E Service Center IS/MND and MMRP Exhibit A- Mitigation Monitoring and Reporting Program
B. Planned Development Rezone Ordinance
C. Resolution Approving the Final Development Plan, Use Permit, and Design Review
Exhibit A –Conditions of Approval
D. Project Plans
E. Project Description
F. Arborist Report
G. Contra Costa County Fire Protection District Comment Letter H. Public Comments Received
I. Draft Planning Commission Meeting Minutes
RESOLUTION NO. 2024/xxx
RE

SOLUTION OF THE CITY COUNCIL OF THE CITY OF ANTIOCH ADOPTING THE

INITIAL STUDY AND MITIGATED NEGATIVE DECLARATION AND MITIGATION

MONITORING AND REPORTING PROGRAM FOR THE PG&E SERVICE CENTER

PROJECT AS ADEQUATE FOR ADDRESSING THE ENVIRONMENTAL IMPACTS

OF THE PROPOSED PROJECT
(PD-21-05, UP-21-14, DR2023-0022) (APN 051-160-002)
W
HEREAS, the City of Antioch (“City”) received an application from Richard Price of DGA, on behalf of PG&E, for approval of an Initial Study/Mitigated Negative Declaration, Planned Development Rezone, Final Development Plan, Use Permit, and Design Review to redevelop the existing PG&E service center site through the phased demolition and replacement of existing buildings and the construction of new non- occupied support structures, a below grade parking area, and associated site and infrastructure improvements located at 2111 Hillcrest Avenue (APN 051-160-002); W
HEREAS, the City prepared an Initial Study and Mitigated Negative Declaration (IS/MND), Response to Comments and Mitigation Monitoring and Reporting Program (MMRP), to evaluate the potential environmental impacts of the Project in conformance with Section 15063 of Title 14 of the California Code of Regulations (the “CEQA Guidelines”);
W
HEREAS, an IS/MND was circulated for a 30-day review period, with the public review period commencing on October 3, 2023, and ending on November 2, 2023; W
HEREAS, at its regular meeting on January 17, 2024, the Antioch Planning Commission adopted a resolution recommending City Council approval of IS/MND and MMRP;
W
HEREAS, the City Council duly gave notice of a public hearing as required by law;
W
HEREAS, the City Council held a public hearing and considered all public comments received, the presentation by City staff, the staff report, and all other pertinent documents regarding the proposed request;
W
HEREAS, the City Council has reviewed the IS/MND and MMRP for this Project and considered all public comments received, the presentation by City staff, the staff report, and all other pertinent documents regarding the proposed request; and W
HEREAS, the custodian of the IS/MND, Response to Comments, and MMRP is the Community Development Department and the IS/MND was available for public review on the City’s website at: https://www.antiochca.gov/community-development- department/planning-division/environmental-documents/ and at the second floor of City

ATTACHMENT A
A1
Resolution No. 2024/***
February 13, 2024

Page 2 ends

Hall Monday through Thursday 8:00-4:30 pm, and by appointment on Fridays. The MMRP is included as Exhibit A to this Resolution.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Antioch, hereby finds:

1. The foregoing recitals are true and correct.

2. The City Council of the City of Antioch hereby FINDS on the basis of the whole record before it (including the Initial Study and all comments received) that:

a. The City of Antioch exercised overall control and direction over the CEQA review for the Project, including the preparation of the IS/MND, and independently reviewed the IS/MND, Response to Comments, and MMRP;

b. There is no substantial evidence that the Project will have a significant effect on the environment once mitigation measures have been followed and assuming approval of the Rezone; and

c. The IS/MND, Response to Comments, and MMRP reflect the City ’s independent judgment and analysis.

3. The City Council hereby APPROVES AND ADOPTS the IS/MND, Response to Comments, and MMRP for the Project.

* * * * * * *

I HEREBY CERTIFY that the foregoing resolution was passed and adopted by the City Council of the City of Antioch at a regular meeting thereof, held on the 13 th day of
February 2024, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

ELIZABETH HOUSEHOLDER

CITY CLERK OF THE CITY OF ANTIOCH

A2
1 M ITIGATION MONITORING AND REPORTING PROGRAM
N OVEMBER 2023

P G&E A NTIOCH S ERVICE C ENTER P ROJECT

A NTIOCH , C ALIFORNIA

MM = Mitigation Measure
SC = Standard Condition

P:\CAN2203 - Antioch PG&E Service Center\PRODUCT\IS-MND\MMRP_Table DM.docx (11/15/23)

PG&E ANTIOCH SERVICE CENTER PROJECT

MITIGATION MONITORING AND REPORTING PROGRAM
No. Measure Timing of
Completion
Responsible
Party
Completion Date
and Responsible
Party Initials

AESTHETICS
MM AES-1 Outdoor lighting (building façade lighting, security lighting, and parking lot lighting) shall be designed to minimize glare and spillover to surrounding properties. The project design and building materials shall incorporate non- mirrored glass to minimize daylight glare. The proposed project lighting plan shall be reviewed and approved by the City of Antioch’s Planning Division during Design Review and prior to issuance of a building permit.

Prior to issuance of a
building permit
City of Antioch,
Resident Engineer,
and Construction
Contractor

AIR QUALITY
MM-AIR-1 In order to meet the Bay Area Air Quality Management District (BAAQMD) fugitive dust threshold, the following BAAQMD Basic Construction shall be implemented:
 All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day.  All haul trucks transporting soil, sand, or other loose material off-site shall be covered.
 All visible mud or dirt tracked -out onto adjacent public road s shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited.
 All vehicle speeds on unpaved roads shall be limited to 15 miles per hour.  All roadways, driveways, and sidewalks to be paved shal l be completed as soon as possible.
 Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of C alifornia Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points.
 All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation.  A publicly visible sign shall be posted with the telephone number and person to During construction Resident Engineer,
and Construction
Contractor

EXHIBIT A
A3
2 M ITIGATION MONITORING AND REPORTING PROGRAM
N OVEMBER 2023

P G&E A NTIOCH S ERVICE C ENTER P ROJECT

A NTIOCH , C ALIFORNIA

MM = Mitigation Measure
SC = Standard Condition

P:\CAN2203 - Antioch PG&E Service Center\PRODUCT\IS-MND\MMRP_Table DM.docx (11/15/23)

PG&E ANTIOCH SERVICE CENTER PROJECT

MITIGATION MONITORING AND REPORTING PROGRAM
No. Measure Timing of
Completion
Responsible
Party
Completion Date
and Responsible
Party Initials
contact at City of Antioch regarding dust complaints. This person shall respond and take corrective action within 48 hours. The BAAQMD’s phone number shall also be visible to ensure compliance with applicable regulations.

MM-AIR-2 During construction of the proposed project, the project contractor shall ensure all off-road diesel-powered construction equipment of 50 horsepower or more used for the project construction at a minimum meets the California Air Resources Board Tier 2 emissions s tandards equipped with Level 3 diesel particulate filters or the equivalent.

During construction Resident Engineer,
and Construction
Contractor

BIOLOGICAL RESOURCES
MM-BIO-1 Burrowing Owl Pre -Construction Surveys . Take avoidance preconstruction surveys for western burrowing owl shall be conducted by a qualified biologist in accordance with the California Department of Fish and Wildlife’s (CDFW) 2012 Staff Report on Burrowing Owl Mitigation. Surveys shall encompass the project site and a 150-meter buffer zone, as outlined in the CDFW 2012 Staff Report, and include burrow surrogates such as culverts, piles of concrete or rubble, and other non- natural features, in addition to burrows and mounds. If lawful access cannot be achieved to adjacent areas, surveys shall be performed with binoculars or a spotting scope. The first survey shall occur within 14 days prior to the start of project activities, and the second preconstruction survey focusing on previously identified habitat shall be conducted within 24 hours prior to ground disturbance. If no burrowing owls are detected, no further mitigation is required.

If active burrowing owls are detected, the following additional measures shall be implemented:
 Project implementation shall seasonally and spatially avoid negative impacts and disturbances that could result in the take of burrowing owls, nest or eggs.  If burrowing owls and their habitat can be protected in place or adjacent to a construction site, buffer zones, visual screens or other measures shall be used to minimize disturbance impacts while project activities are occurring. A qualified biologist shall establish buffer zones and monitor construction activities following the guidance described in the CDFW 2012 Staff Report.
 If owls must be moved away from the project site during the nonbreeding season Prior to and during
construction
Resident Engineer,
Construction
Contractor, and
Qualified Biologist

A4
3 M ITIGATION MONITORING AND REPORTING PROGRAM
N OVEMBER 2023

P G&E A NTIOCH S ERVICE C ENTER P ROJECT

A NTIOCH , C ALIFORNIA

MM = Mitigation Measure
SC = Standard Condition

P:\CAN2203 - Antioch PG&E Service Center\PRODUCT\IS-MND\MMRP_Table DM.docx (11/15/23)

PG&E ANTIOCH SERVICE CENTER PROJECT

MITIGATION MONITORING AND REPORTING PROGRAM
No. Measure Timing of
Completion
Responsible
Party
Completion Date
and Responsible
Party Initials
(September 1 to January 31), passive relocation techniques (e.g., installing one - way doors at burrow entrances) shall be used instead of trapping, as described in the CDFW guidelines. A passive relocation plan shall be prepared for approval by CDFW.

When destruction of occupied burrows is unavoidable during the nonbreeding season, a mitigation plan shall be prepared for approval by CDFW. The mitigation plan may include, but would not be limited to, the enhancement of unsuitable burrows (enlarged or cleared of debris) or the creation of new burrows (by installing artificial burrows) on protected lands, as approved by CDFW. Newly created burrows shall follow guidelines established by CDFW.

MM-BIO-2 Pre-Construction Nesting Bird Survey and Avoidance of Breeding and Nesting Bird Season. If construction activities are scheduled during the nesting season (February 1 through August 31), the project applicant shall retain a qualified biologist to conduct a pre-c
onstruction survey of all suitable nesting habitat (i.e., field, trees) within 250 feet of the project site (where accessib le). The pre
-c
onstruction survey shall be
conducted no more than 7 days prior to the start of work. If the survey indicates the presence of nesting birds, protective buffer zones should be established around the nests as follows: for raptor nests, the size of the buffer zone should be a 250 -f oot
radius centered on the nest; for other birds, the size of the buffer zone should be a 50- t
o 100 -f
oot radius centered on the nest. In some cases, these buffers may be increased or decreased depending on the bird species and the level of disturbance that will occur near the nest.

If there is a pause in construction activities of 7 days or more during the nesting season, an additional nesting bird survey shall be conducted to ensure that there are no new nests that require buffering.

Pre-construction
February 1 – August 31
Resident Engineer,
Construction
Contractor, and
Qualified Biologist

A5
4 M ITIGATION MONITORING AND REPORTING PROGRAM
N OVEMBER 2023

P G&E A NTIOCH S ERVICE C ENTER P ROJECT

A NTIOCH , C ALIFORNIA

MM = Mitigation Measure
SC = Standard Condition

P:\CAN2203 - Antioch PG&E Service Center\PRODUCT\IS-MND\MMRP_Table DM.docx (11/15/23)

PG&E ANTIOCH SERVICE CENTER PROJECT

MITIGATION MONITORING AND REPORTING PROGRAM
No. Measure Timing of
Completion
Responsible
Party
Completion Date
and Responsible
Party Initials

CULTURAL RESOURCES
MM-CUL-1 Should an archaeological deposit be encountered during project subsurface construction activities, all ground -disturbing activities within 25 100 feet shall be redirected and a qualified archaeologist meeting the Secretary of the Interior’s Professional Qu alifications Standards for Archeology contacted to assess the situation, determine if the deposit qualifies as a historical resource, consult with agencies as appropriate, and make recommendations for the treatment of the discovery. If the deposit is found to be significant (i.e., eligible for listing in the California Register of Historical Resources), the Applicant shall be responsible for funding and implementing appropriate mitigation measures . Mitigation measures may include recordation of the archaeological deposit, data recovery and analysis, and public outreach regarding the scientific and cultural importance of the discovery.

Upon completion of the selected mitigations, a report documenting methods and findings shall be prepared and submitted to the City of Antioch for review, and the final report shall be submitted to the Northwest Information Center at Sonoma State University. Significant archaeological materials shall be submitted to an appropriate curation facility and used for public interpretive displays, as appropriate and in coordination with a local Native American tribal representative.

The Applicant shall inform its contractor(s) of the sensitivity of the project area for archaeological deposits and shall verify that the following directive has been included in the appropriate contract documents:
“The subsurface of the construction site may be sensitive for Native American archaeological deposits. If archaeological deposits are encountered during project subsurface construction, all ground-d isturbing activities within 25 100 feet shall be redirected and a qualified archaeologist and Native American Representative contacted to assess the situation, and make recommendations for the treatment of the discovery. Project personnel shall not collect
or move any archaeological
materials. Archaeological deposits can include shellfish remains; bones; flakes of, and tools made from, obsidian, chert, and basalt; and mortars and pestles. Contractor acknowledges and understands that excavation or removal of archaeological material is prohibited by law and constitutes a misdemeanor under California Public Resources Code, Section 5097.5.”
During construction Resident Engineer,
Construction
Contractor, Native
American
Representative,
and Qualified
Archaeologist

A6
5 M ITIGATION MONITORING AND REPORTING PROGRAM
N OVEMBER 2023

P G&E A NTIOCH S ERVICE C ENTER P ROJECT

A NTIOCH , C ALIFORNIA

MM = Mitigation Measure
SC = Standard Condition

P:\CAN2203 - Antioch PG&E Service Center\PRODUCT\IS-MND\MMRP_Table DM.docx (11/15/23)

PG&E ANTIOCH SERVICE CENTER PROJECT

MITIGATION MONITORING AND REPORTING PROGRAM
No. Measure Timing of
Completion
Responsible
Party
Completion Date
and Responsible
Party Initials

GEOLOGY AND SOILS
MM-GEO-1 Should paleontological resources be encountered during project subsurface construction activities, all ground -disturbing activities within 25 feet shall be redirected and a qualified paleontologist contacted to assess the situation, consult with agencies as appropriate, and make recommendations for the treatment of the discovery. For purposes of this mitigation, a “qualified paleontologist” shall be an individual with the following qualifications: (1) a graduate degree in paleontology or geology and/or a person with a demonstrated publication record in peer -r
eviewed
paleontological journals; (2) at least two years of professional experience related to paleontology; (3) proficiency in recognizing fossils in the field and determining their significance; (4) expertise in local geology, stratigraphy, and biostratigraphy; and (5) experience collecting vertebrate fossils in the field. If the paleontological resources are found to be significant and project activities cannot avoid t hem, measures shall be implemented to ensure that the project does not cause a substantial adverse change in the significance of the paleontological resource. Measures may include monitoring, recording the fossil locality, data recovery and analysis, a final report, and accessioning the fossil material and technical report to a paleontological repository.

Upon completion of the assessment, a report documenting methods, findings, and recommendations shall be prepared and submitted to the City of Antioch for review.

If paleontological materials are recovered, this report also shall be submitted to a paleontological repository such as the University of California Museum of Paleontology, along with significant paleontological materials. Public educational outreach may also be appropriate.

The project Applicant shall inform its contractor(s) of the sensitivity of the project site for paleontological resources and shall verify that the following directive has been included in the appropriate contract documents:
“The subsurface of the construction site may be sensitive for fossils. If fossils are encountered during project subsurface construction, all ground -di
sturbing activities
within 25 feet shall be redirected and a qualified paleontologist contacted to assess the situation, consult with agencies as appropriate, and make recommendations for the treatment of the discovery. Project personnel shall not collect or move any During construction Resident Engineer,
Construction
Contractor, and
Qualified
Paleontologist

A7
6 M ITIGATION MONITORING AND REPORTING PROGRAM
N OVEMBER 2023

P G&E A NTIOCH S ERVICE C ENTER P ROJECT

A NTIOCH , C ALIFORNIA

MM = Mitigation Measure
SC = Standard Condition

P:\CAN2203 - Antioch PG&E Service Center\PRODUCT\IS-MND\MMRP_Table DM.docx (11/15/23)

PG&E ANTIOCH SERVICE CENTER PROJECT

MITIGATION MONITORING AND REPORTING PROGRAM
No. Measure Timing of
Completion
Responsible
Party
Completion Date
and Responsible
Party Initials
paleontological materials. Fossils can include plants and animals, and such trace fossil evidence of past life as tracks or plant imprints. Ancient marine sediments may contain invertebrate fossils such as snails, clam and oyster shells, sponges, and protozoa; and vertebrate fossils such as fish, whale, and sea lion bones. Contractor acknowledges and understands that excavation or removal of paleontological material is prohibited by law and constitutes a misdemeanor under California Public Resources Code, Section 5097.5.”

HAZARDS AND HAZARDOUS MATERIALS
MM-HAZ-1 Site Management Plan (SMP). Prior to any groundbreaking activities, a Site Management Plan (SMP) shall be prepared which summarizes the known environmental conditions on the project site and recommends appropriate site management procedures based on the site -
specific information and proposed
redevelopment activities. The SMP shall include procedures for evaluating, handling, storing, testing and disposing of soil and groundwater generated during project excavation and grading activities. Materials generated from excavation and grading activities on the project site and materials that may be impor ted to the site shall be tested for potential contaminants prior to use as fill on- site. Fill testing shall be performed by a qualified environmental professional and demonstrated to meet the appropriate threshold criteria (e.g., ESLs). The results of the fill testing shall be submitted to the City of Antioch (City) and the San Francisco Bay Regional Water Quality Control Board (RWQCB) for review and approval prior importing or re -use of the material. The SMP shall include a contingency plan that shall be implemented if previously unidentified potentially contaminated material or regulated features (e.g., underground storage tanks [USTs]) are encountered during construction activities.

The contingency plan shall include provisions that require notification o f the City, RWQCB, or any other regulatory agencies with jurisdiction, when potentially contaminated material is encountered. Physical signs of potentially contaminated materials include staining/discoloration, oily sheen or free phase products, odors, the presence of rubble/debris/refuse, or the presence of buried features that may contain hazardous materials (e.g., drums, buckets, sumps, vaults, or pipelines). The contingency plan shall include guidelines for the collection of soil and/or groundwater samples by a qualified environmental professional prior to further work in the newly Prior to any
groundbreaking
activities
City of Antioch,
Resident Engineer,
Qualified Water
Quality
Consultant, and
Qualified
Environmental
Professional

A8
7 M ITIGATION MONITORING AND REPORTING PROGRAM
N OVEMBER 2023

P G&E A NTIOCH S ERVICE C ENTER P ROJECT

A NTIOCH , C ALIFORNIA

MM = Mitigation Measure
SC = Standard Condition

P:\CAN2203 - Antioch PG&E Service Center\PRODUCT\IS-MND\MMRP_Table DM.docx (11/15/23)

PG&E ANTIOCH SERVICE CENTER PROJECT

MITIGATION MONITORING AND REPORTING PROGRAM
No. Measure Timing of
Completion
Responsible
Party
Completion Date
and Responsible
Party Initials
discovered affected area. The samples shall be submitted for laboratory analysis by a state-certified laboratory under chain- of-custody procedures. The analytical methods shall be selected by the environmental professional. The analytical results of the sampling shall be reviewed by the qualified environmental professional and submitted to the appropriate regulatory agency, if appropriate. The environmental professional shall p rovide recommendations, as applicable, regarding soil/waste management, worker health and safety training, and regulatory agency notifications, in accordance with local, state, and federal requirements. Work shall not resume in the area(s) affected until t hese recommendations have been implemented under oversight by the City, the RWQCB, or any other regulatory agencies with jurisdiction, as appropriate.

MM-HAZ-2 Hazardous Building Materials Survey (HBMS) . Prior to the issuance of any demolition permits for existing structures on the project site, a comprehensive Hazardous Building Materials Survey (HBMS) for the project site shall be prepared and signed by a qualified environmental professional, documenting the presence or lack thereof of asbestos- containing materials, lead - based paint, polychlorinated biphenyls-containing materials and electrical equipment, and any other hazardous building materials. The HBMS and abatement specifications shall be submitted to and approved by the City prior to the start of abatement activities. The HBMS shall include abatement specifications for the stabilization and/or removal of the identified hazardous building materials in accordance with all applicable laws and regulations.

The demolition contractor(s) shall implement the abatement specifications and submit to the City evidence of completion of abatement activit ies prior to demolition of the existing structures.

Prior to demolition Qualified
Environmental
Professional,
Construction
Contractor, and
City

HYDROLOGY AND WATER QUALITY
MM-HYD-1 Construction General Permit. The Project Applicant shall obtain coverage under the State Water Resources Control Board (SWRCB) National Pollutant Discharge Elimination System (NPDES) General Permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities (Order No. 2022 -0057-DWQ, National
Pollutant Discharge Elimination System No. CAS000002) (Construction General Permit). This shall include submission of Permit Registration Documents (PRDs), including a Notice of Intent for coverage under the permit to the State Water Prior to construction City of Antioch,
and Qualified
Water Quality
Consultant

A9
8 M ITIGATION MONITORING AND REPORTING PROGRAM
N OVEMBER 2023

P G&E A NTIOCH S ERVICE C ENTER P ROJECT

A NTIOCH , C ALIFORNIA

MM = Mitigation Measure
SC = Standard Condition

P:\CAN2203 - Antioch PG&E Service Center\PRODUCT\IS-MND\MMRP_Table DM.docx (11/15/23)

PG&E ANTIOCH SERVICE CENTER PROJECT

MITIGATION MONITORING AND REPORTING PROGRAM
No. Measure Timing of
Completion
Responsible
Party
Completion Date
and Responsible
Party Initials
Resources Control Boar d (SWRCB) via the Stormwater Multiple Application and Report Tracking System (SMARTs). The Project Applicant shall provide the Waste Discharge Identification Number (WDID) to the Planning Manager of the City of Antioch or designee, to demonstrate proof of coverage under the Construction General Permit. Project construction shall not be initiated until a WDID is received from the SWRCB and is provided to the City, or designee.

A Stormwater Pollution Prevention Plan (SWPPP) shall be prepared by a Qualified SWPPP Developer in accordance with the requirements of the Construction General Permit. These include: BMPs for erosion and sediment control, site management/ housekeeping/waste management, management of non- stormwater discharges, run- on and runoff controls, and BMP inspection/maintenance/repair activities. BMP implementation shall be consistent with the BMP requirements in the most recent version of the California Stormwater Quality Association’s Stormwater Best Management Handbook: Construction.

The SWPPP shall include a construction site monitoring program that identifies requirements for dry weather visual observations of pollutants at all discharge locations, and as appropriate (depending on the Risk Level), sampling of the site effluent and receiving waters. A Qualified SWPPP Practitioner shall be responsible for implementing the BMPs at the site and performing all required monitoring and inspection/maintenance/repair activities.

Upon completion of construction and stabilization of the site, a Notice of Termination shall be submitted via SMARTs.

MM-HYD-2 Final Stormwater Control Plan (SCP). Prior to the issuance of any permits for ground- disturbing activities, the project Applicant shall submit a Final Stormwater Control Plan (SCP) to the City of Antioch Planning Division for review and approval in compliance with Section C.3 of the San Francisco Bay Regional Water Quality Control Board’s Municipal Regional Stormwater NPDES Permit (MRP) requirements. The Final SCP would act as the overall program document designed to provide measures to mitigate potential water quality impacts associated with the operation of the proposed project. The Final SCP shall be prepared in accordance with the requirements and guidelines set forth in the Contra Costa County Clean Water Prior to issuance of
building permit
City of Antioch,
Resident Engineer,
Construction
Contractor, and
Qualified Water
Quality Consultant

A10
9 M ITIGATION MONITORING AND REPORTING PROGRAM
N OVEMBER 2023

P G&E A NTIOCH S ERVICE C ENTER P ROJECT

A NTIOCH , C ALIFORNIA

MM = Mitigation Measure
SC = Standard Condition

P:\CAN2203 - Antioch PG&E Service Center\PRODUCT\IS-MND\MMRP_Table DM.docx (11/15/23)

PG&E ANTIOCH SERVICE CENTER PROJECT

MITIGATION MONITORING AND REPORTING PROGRAM
No. Measure Timing of
Completion
Responsible
Party
Completion Date
and Responsible
Party Initials
Program Stormwater C.3 Guidebook. 36 At a minimum, the Final SCP for the project shall include:
 An inventory and accounting of existing and proposed impervious areas.  Low Impact Development (LID) design details incorporated into the project.

Specific LID design may include, but is not limited to, using pervious pavements and green roofs, dispersing runoff to landscaped areas, and/or routing runoff to rain gardens, cisterns, swales, and other small -scale facilities distributed throughout the site.
 Measures to address potential stormwater contaminants. These may include measures to cover or control potential sources of stormwater pollutants at the project site.
 A Draft Stormwater Facility Operation and Maintenance Plan for the project site, which will include periodic inspection and maintenance of the storm drainage system. Persons responsible for performing and funding the requirements of this plan shall be identified. This plan must be finalized prior to the issuance of building permits for the project.

TRANSPORTATION
SC -TRAN-1 Transportation Management Plan . Prior to construction, coordination may be required with Caltrans to develop a Transportation Management Plan (TMP) to reduce construction traffic impacts to the State Transportation Network (STN).

Prior to construction Project Engineer,
Construction
Contractor, and
Caltrans

SC -TRAN-2 Equitable Access. If any Caltrans facilities are impacted by the project, those facilities must meet American Disabilities Act (ADA) Standards after project completion. As well, the project must maintain bicycle and pedestrian access during construction.

These access considerations support Caltrans’ equity mission to provide a safe, sustainable, and equitable transportation network for all users.

After project
completion
Project Engineer

A11

Ordinance No. XXXX-C-S Page 1 of 4 Adoption Date

ORDINANCE NO. XXXX-C-S

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ANTIOCH TO REZONE THE PG&E PROPERTY AT 2111 HILLCREST AVENUE TO PLANNED DEVELOPMENT (PD-21-05) DISTRICT
(APN 051-160-002)

WHEREAS, the City of Antioch (“City”) received an application from Richard Price of DGA, on behalf of PG&E, for approval of an Initial Study/Mitigated Negative Declaration, Planned Development Rezone, Final Development Plan, Use Permit, and Design Review to redevelop the existing PG&E service center site through the phased demolition and replacement of existing buildings and the construction of new non- occupied support structures, a below grade parking area, and associated site and infrastructure improvements located at 2111 Hillcrest Avenue (APN 051-160-002);

The City Council of the City of Antioch does ordain as follows:

SECTION 1: TITL
E
Rezone the PG&E Property at 2111 Hillcrest Avenue to Planned Development (PD -21- 05) District.

SECTION 2: PL

ANNING COMMISSION
At its regular meeting of January 17, 2024, Planning Commission recommended that the City Council adopt the Ordinance to rezone the subject property to Planned Development (PD-21-05) District for the PG&E Service Station Project.

SECTION 3: LOC
ATION
The Hillcrest Station Area Specific Plan, adopted by City Council Ordinance 2024-C- S, passed on April 28, 2009, establishes the land plan to implement the proposed PD zoning. 2111 Hillcrest Avenue (APN 051- 160-002) is hereby rezoned to Planned Development (PD-21-05) District for the PG&E Service Center Project , and the City of Antioch Zoning Map is hereby amended accordingly.

SECTION 4:

DEVELOPMENT STANDARDS
The development standards, as defined below, for the subject property ( APN 051-160- 002), known as the PG&E Service Center Project, are herein incorporated into this ordinance, and are binding upon said property.

Development Standards for the Proposed PG&E Service Center Project Planned Development District (PD-21-05)

Development Standards PD Zoning Standards for PG&E Service Center Project
Maximum height 45’

ATTACHMENT B
B1

Ordinance No. XXXX-C-S Page 2 of 4 Adoption Date

Development Standards PD Zoning Standards for PG&E Service Center Project
Maximum Lot Coverage 50%
Minimum Front Yard Landscaping
Setback
30’
Minimum Interior Side Setback 10’
Minimum Rear Yard Setback 0’
Minimum Lot Size 40,000 Square Feet
Parking Per Title 9, Chapter 5, Article 17 of the Antioch Municipal Code

SECTION 5: USES
The allowed uses for the subject property 2111 Hillcrest Avenue ( APN 051 -160-002), known as the PG&E Service Center Project , are PG&E Service Center operations as outlined in the project description, attached as Exhibit A, and are herein incorporated into this ordinance, and are binding upon said property.

SECTION 6: FINDINGS
The City Council makes the following findings for recommendation of approval of the requested Rezone pursuant to Section 9- 5.2802 “Findings Required” (A)(1) -(4) of the Antioch Municipal Code:

1. That the proposed zone reclassification will allow uses more suitable for the area than the present classification.

The proposed zone reclassification is required in the Hillcrest Station Area Specific Plan, which requires projects to go through a Planned Development rezone process. The rezone clarifies which uses are allowed at the property.

2. That uses permitted by the proposed zone will not be detrimental to adjacent or surrounding property.

The site is an existing PG&E Service Center. The uses proposed for the site already exist at the site. The proposed project supports the existing uses, enhances the site and ensures that any future development would be compatible at the site. Therefore, the proposed zoning will not be detrimental to adjacent or surrounding properties.

3. That evidence has been presented documenting land use changes in the area to warrant a change of zone.

The Hillcrest Station Area Specific Plan requires the Planned Development rezone. As the guiding document for the subject parcel, the rezone is warranted in order to comply with the Specific Plan.

Ordinance No. XXXX-C-S Page 3 of 4 Adoption Date

4. That the requested zone change is in conformance with the General Plan.

The General Plan designation of the site is Hillcrest Station Area Specific Plan, which refers to the Hillcrest Station Area Specific Plan document. The Specific Plan requires this zone change. Therefore, the zone change is in conformance with the General Plan.

SECTION
7 : CEQA
The City Council determined on February 13, 2024 that, pursuant to Section 15074 of the Guidelines of the California Environmental Quality Act, and after full consideration of the Initial Study/Mitigated Negative Declaration, Response to Comments and Mitigation Monitoring and Reporting Program prepared for project, and on the basis of the whole record before it, the Initial Study/Mitigated Negative Declaration for the PG&E Service Center Project should be certified.

SECTION 8:

Severability
Should any provision of this Ordinance, or its application to any person or circumstance, be determined by a court of competent jurisdiction to be unlawful, unreasonable, or otherwise void, that determination shall have no effect on any other provision of this Ordinance or the application of this Ordinance to any other person or circumstance and, to that end, the provisions hereof are severable.

SECTION 9
: Publication; Effective Date
This Ordinance shall take effect and be enforced within thirty (30) days from and after the date of its adoption by the City Council at a second reading and shall be posted and published in accordance with the California Government Code.

Ordinance No. XXXX-C-S Page 4 of 4 Adoption Date

* * * * * * *

I HEREBY CERTIFY that the forgoing ordinance was introduced at a regular meeting of the City Council of the City of Antioch, held on the 13th day of February 2024, and passed and adopted at a regular meeting thereof, held on the ___ day of ____, 2024, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

__________________________________
LAMAR A. THORPE

MAYOR OF THE CITY OF ANTIOCH

ATTEST:

_________________________________

ELIZABETH HOUSEHOLDER

CITY CLERK OF THE CITY OF ANTIOCH

ANTIOCH SERVICE CENTER
City of Antioch Planning Department Submission

PROJECT DESCRIPTION

PG&E is renovating and replacing utility, site and building facilities at the current Antioch Service Center in order to update and improve safety and efficiency. These improvements will enable the service center to improve response time for emergencies and improve timely ongoing maintenance and installation services to the surrounding communities. The intent is to replace aging (some 60+ years old) and inadequately-sized facilities. The project also improves and enhances environmental safety. It will improve employee workplace experience by providing appropriate space accommodations and support functions. The project will allow PG&E to align with PG&E’s Mission Statement: “To ensure the well-being and vitality of (its) customers, employees, and the communities (they) serve”.

This site has been owned and operated as a PG&E service center for many decades – there is no change in use and no additional functions added. The current Customer Service Center will remain in downtown Antioch to continue providing safe, convenient service to the community.

The Service Center site is located in the Hillcrest Station Area Specific Plan, 2111 Hillcrest Ave., APN 051-160-002. The service center occupies approximately 26 acres out of the 56.15 acre overall PG&E property. It is immediately adjacent to a single-family residential neighborhood to the north, our own electrical substation to the east with open fields beyond, SP railroad property and a BART station / arterial to the south, and Hillcrest Ave. on the west. There are few trees on the service center site, located in the existing employee parking area. As the main site entrance is being modified to allow for more stacking/queueing of vehicles off of Hillcrest, this lot becomes ineffective and unsafe. Therefore, the intention is to relocate the employee parking, develop one of the stormwater detention basins in that area, saving as many trees as possible.

This keeps open/green space near the street and residential areas.

The proposed project conceptual plans and related information are included in this submission package for the City’s consideration. The proposed project consists of 3 major facilities replacement/improvements:

A. Fleet building – Approximately 20,000 SF single story building for fleet storage and minor maintenance. This building has a very low use intensity.

B. Logistics/Warehouse building – Approximately 34,000 SF single story building consisting of shops and enclosed warehouse space, and another approximately 20,000 SF of unconditioned covered storage. This building has a low use intensity.

C. Operations building – Approximately 28,000 SF single story building, primarily office and meeting room uses. This building has an average office use intensity, with a lower intensity from mid-morning thru the afternoon as crews disperse out to the field.

EXHIBIT A
B5

ASC Narrative

Page 2 ends

These will replace a multitude of smaller, scattered facilities. PG&E will develop a specific list of those buildings that will be removed as the new buildings are completed, in order to provide an accurate tax database.

Additional smaller support structures include:
• Material Storage Building – Approximately 1,800 SF enclosed single story unoccupied building
• Covered (Canopy) Material Storage pad
• Covered Site Bulk Material Storage bins
• Power Pole storage bins
• Replacement Emergency Generator
• Fleet Fueling Station with fully compliant double containment above ground fuel tank • Covered Outdoor Employee Break Area
• Covered Trash/Recycle enclosure
• PV Canopies over employee parking

In addition to the structures noted, the site will have employee and fleet parking, and paved and gravel surfaces for laydown/material storage. PG&E plans to exceed code minimums for Electric Vehicle Charging Stations in the employee lot and in the fleet parking area as they transition to more hybrid fleet vehicles. As PG&E expands their hybrid fleet, they also are expanding their alternative power generation capacities by placing PV canopies over employee parking.

Additional PV panels on new building roofs and even small parapet-mounted wind turbines are being considered as well.

PG&E understands the proximity to sensitive environments, and is taking a responsible approach to containment, pre-treatment, and stormwater management. Two stormwater detention basins will be constructed, sized to consider the possibility of additional paved areas in the future.

The PG&E service center employees mostly full-time permanent employees, including field crews that disperse out to worksites after an initial check-in and gathering of materials at the service center. The facility is normally active Monday thru Friday from 6:30am to 5:00pm; although those hours can be extended if needed for emergency events or unique projects. The service center does not have a public counter and will only have a few visitors, primarily vendors, deliveries and other PG&E staff visiting on official business.

On behalf of the entire PG&E Antioch Service Center project team, we look forward to the City’s input on this project so that together we can make these very important service function improvements a reality.

Sincerely,
Richard Price

DGA Project Manager
B6
RESOLUTION NO. 2024-xxx

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANTIOCH APPROVING A

FINAL DEVELOPMENT PLAN, USE PERMIT, AND DESIGN REVIEW FOR THE PG&E SERVICE CENTER PROJECT AT 2111 HILLCREST AVENUE
(PD-21-05, UP-21-14, DR2023-0022) (APN 051-160-002)

WHEREAS, the City of Antioch (“City”) received an application from Richard Price of DGA, on behalf of PG&E, for approval of an Initial Study/Mitigated Negative Declaration, Planned Development Rezone, Final Development Plan, Use Permit, and Design Review to redevelop the existing PG&E service center site through the phased demolition and replacement of existing buildings and the construction of new non- occupied support structures, a below grade parking area, and associated site an d infrastructure improvements located at 2111 Hillcrest Avenue (APN 051-160-002);

WHEREAS, the City prepared an Initial Study and Mitigated Negative Declaration (IS/MND), Response to Comments and Mitigation Monitoring and Reporting Program (MMRP), to evaluate the potential environmental impacts of the Project in conformance with Section 15063 of Title 14 of the California Code of Regulations (the “CEQA Guidelines”);

WHEREAS, on January 17, 2024, the Planning Commission recommended City Council adoption of the IS/MND, Response to Comments and MMRP;

WHEREAS, on January 17, 2024, the Planning Commission recommended City Council approval of a Planned Development Rezone (PD-21-05) for the Project;

WHEREAS, the City Council duly gave notice of public hearing as required by law;
WHEREAS, on February 13, the City Council duly held a public hearing on the matter, and received and considered evidence, both oral and documentary;

WHEREAS, on February 13 , 2024, the City Council adopted the IS/MND , Response to Comments and MMRP;

WHEREAS, on February 13, 2024, the City Council approved a Planned Development Rezone (PD-21-05) for the Project;
WHEREAS, the City Council considered all public comments received, the presentation by City staff, the staff report, and all other pertinent documents regarding the proposed request.

NOW, THEREFORE, BE IT RESOLVED that the City Council hereby makes the following findings for approval of the requested Final Development Plan pursuant to Section 9-5.2308 “Findings Required” (A)-(H) of the Antioch Municipal Code:

ATTACHMENT C
C1
Resolution No. 2024-**
February 13, 2024

Page 2 ends

Page | 2

A. Each individual unit of the development can exist as an independent unit capable of creating an environment of sustained desirability and stability, and the uses proposed will not be detrimental to present and potential surrounding uses but instead will have a beneficial effect which could not be achieved under another zoning district.

The proposed project supports the existing uses, enhances the site and ensures that any future development would be compatible at the site. No new uses are proposed and the redevelopment of the site will support the existing uses at the site. The project has been phased to ensure the site can continue to function through each phase of development.

B. The streets and thoroughfares proposed meet the standards of the city's Growth Management Program and adequate utility service can be supplied to all phases of the development.

The site abuts Hillcrest Avenue, which is adequate in width and design to serve the use. The use is currently served by Hillcrest Avenue without problem. The site already functions with adequate utility service and this service will continue through all phases of development.

C. Any commercial component is justified economically at the location(s) proposed.

No commercial component is included.

D. Any residential component will be in harmony with the character of the surrounding neighborhood and community and will result in densities no higher than that permitted by the General Plan.

No residential component is included.

E. Any industrial component conforms to applicable desirable standards and will constitute an efficient, well-organized development with adequate provisions for railroad and/or truck access and necessary storage and will not adversely affect adjacent or surrounding development.

The site is an existing industrial use. This project will enhance the site and ensure efficient, well-organized development of the site will take place through a phased approach. The site is currently well served by Hillcrest Avenue and is close to Highway 4. The site has planned laydown and storage areas to provide the necessary storage to the site. The site has been planned to not adversely affect adjacent or surrounding development.

C2
Resolution No. 2024-**
February 13, 2024

Page 3 ends

Page | 3

F. Any deviation from the standard zoning requirements is warranted by the design and additional amenities incorporated in the final development plan which offer certain unusual redeeming features to compensate for any deviations that may be permitted.

The Hillcrest Station Area Specific Plan requires the site to be rezoned to Planned Development. The site does not deviate from the standards of a standard industrial zoning district.

G. The area surrounding the P -D District can be planned and zoned in coordination and substantial compatibility with the proposed development.

The area around the site is either already developed or included in the Hillcrest Station Area Specific Plan, which anticipates the PG&E Service Center to remain and operation and designated the surrounding land uses accordingly.

H. The P-D District conforms with the General Plan of the city.

BE
IT FURTHER RESOLVED that the City Council hereby makes the following findings for approval of the requested Use Permit pursuant to Section 9- 5.2703 “Required Findings” (B) (1) (a-e) of the Antioch Municipal Code:

a. The granting of such use permit will not be detrimental to the public health or welfare or injurious to the property or improvements in such zone or vicinity.

The site is an existing PG&E Service Center. The uses proposed for the site already exist at the site. The proposed project supports the existing uses, enhances the site and ensures that any future development would be compatible at the site. The project was designed and conditioned to comply with the Antioch Municipal Code. Therefore, the proposed project will not be detrimental to adjacent or surrounding properties.

b. The use applied at the location indicated is properly once for which a use permit is authorized.

The Antioch Municipal Code requires that a Use Permit be issued prior to the construction of any phase of an approved PD District.

C3
Resolution No. 2024-**
February 13, 2024

Page 4 ends

Page | 4

c. The site for the proposed use is adequate in size and shape to accommodate such use, and all yard, fences, parking, loading, landscaping, and other features required, to other uses on the site.

The site already accommodates all the proposed uses at the site. The proposed project will support and enhance the existing uses by creating a comprehensive plan at the site that ensures all fencing, parking, loading, landscaping and associated features at the site are accommodated.

d. That the site abuts streets and highways adequate in width and pavement type to carry the kind of traffic generated by the proposed use.

The site abuts Hillcrest Avenue which currently adequately serves the same uses at the site. The proposed project will not generate new traffic. Therefore, Hillcrest Avenue has been shown to adequately serve the site.

e. The granting of such use permit will not adversely affect the comprehensive General Plan.

The General Plan designation of the site is Hillcrest Station Area Specific Plan, which refers to the Hillcrest Station Area Specific Plan document. The Specific Plan designates this site as an industrial/utility use. Therefore, the project is in compliance with the General Plan. The project has been designed to comply with General Plan policies.

BE IT FURTHER RESOLVED, that the City Council of the City of Antioch does hereby APPROV E a Final Development Plan, Use Permit, and Design Review to redevelop the existing PG&E service center site through the phased demolition and replacement of existing buildings and the construction of new non- occupied support structures, a below grade parking area, and associated site and infrastructure improvements located at 2111 Hillcrest Avenue (APN 051- 160-002), subject to the conditions of approval in Exhibit A, attached hereto.

C4
Resolution No. 2024-**
February 13, 2024

Page 5 ends

Page | 5

* * * * * * * *

AYES:

NOES:

ABSTAIN:

ABSENT:

ELIZABETH HOUSEHOLDER

CITY CLERK OF THE CITY OF ANTIOCH

C5
Resolution No. 2024-**
February 13, 2024

Page 6 ends

Page | 6

EXHIBIT A

CONDITIONS OF APPROVAL
C6

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

General Conditions

Regulation Source

Timing/
Implementation

Enforcement/
Monitoring

Verification

1. Project Approval . This Planned Development Rezone, Final Development Plan, Use Permit, and Design Review approval is for 2111 Hillcrest Avenue (APN: 051 -160-002), as substantially shown and described on the project plans, except as required to be modified by conditions herein. Plans dated received on April 13, 2022, apart from the Civil Plan set, received on December 12, 2023 , as presented to the City Council on February 13, 2024 (“Approval Date.”). For any condition herein that requires preparation of a Final Plan where the project applicant has submitted a conceptual plan, the project
applicant shall submit final plan(s) in substantial conformance with the conceptual plan, but incorporate the modifications required by the conditions herein for approval by the City.

City of Antioch On-Going Planning
Department

2. Project Approval Expiration. This approval expires on February 13, 2026 (two years from the date on which this approval becomes effective) or at an alternate time specified as a condition of approval, unless a building permit has been issued and construction diligently pursued. All approval extensions shall be processed as stated in the Antioch Municipal Code.

City of Antioch On-Going Planning
Department

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

3. City Fees. The applicant shall pay any and all City and other related fees applicable to the property, as may be modified by the conditions herein. Fees shall be based on the current fee structure in effect at the time the relevant permits are secured and shall be paid before issuance of said permit or before any City Council final action approval. Notice shall be taken specifically of Plan Check, Engineering, Fire, and Inspection Fees.

The project applicant shall also reimburse the City for direct costs of planning; building and engineering plan check and
inspection, as mutually agreed between the City and applicant.

Discretionary or ministerial permits/approvals will not be considered if the developer is not current on fees, balances, and reimbursement that are outstanding and owed to the City.

City of Antioch On-Going Community
Development
Department
.

4. Pass-Through Fees. The developer shall pay all pass -through fees. Fees include but are not limited to:
a. East Contra Costa Regional Fee and Financing Authority (ECCRFFA) Fee in effect at the time of building permit
issuance.
b. Contra Costa County Fire Protection District Fire
Development Fee in place at the time of building permit issuance.
c. Contra Costa County Map Maintenance Fee in affect at the time of recordation of the final map(s).
d. Contra Costa County Flood Control District Drainage Area fee.
e. School Impact Fees.
f. Delta Diablo Sanitation Sewer Fees.
g. Contra Costa Water District Fees.

City of Antioch On-Going Community
Development
Department

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

5. Appeals. Pursuant to Section 9-5.2509 of the Antioch Municipal Code, any decision made by the Planning Commission which would otherwise constitute final approval or denial may be appealed to the City Council. Such appeal shall be in writing and shall be filed with the City Clerk within five (5) working days after the decision. All appeals to the City Council from the Planning Commission shall be accompanied by a filing fee established by a resolution of the City Clerk.

City of Antioch

Within 5 Days of
Planning
Commission Action

Planning
Department

6. Requirement for Building Permit. Approval granted by the Planning Commission does not constitute a building permit or authorization to begin any construction or demolish an existing structure. An appropriate permit issued by the Community Development Department must be obtained before
constructing, enlarging, moving, converting, or demolishing any building or structure within the city.

City of Antioch On-Going Building
Department
.

7. Modifications to Approved Plans. The project shall be constructed as approved and with any additional changes required pursuant to the Zoning Administrator or Planning Commission Conditions of Approval. Planning staff may
approve minor modifications in the project design, but not the permitted land uses. A change requiring discretionary approval and any other changes deemed appropriate by the Planning staff shall require further Planning Commission approval through the discretionary review process.

City of Antioch On-Going Planning
Department
.

8. Mitigation Monitoring and Reporting Program. The developer shall comply with all mitigation measures identified in the Mitigation Monitoring and Reporting Program for the PG&E Antioch Service Center
.

City of Antioch On-Going Planning
Department

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

9. Compliance Matrix. With the submittal of all grading plans, improvement plans, and building permit plans, the applicant shall submit to the Community Development Department a
Conditions and Mitigation Measures Compliance Matrix that lists: each Condition of Approval and Mitigation Measure, the City division responsible for review, and how the applicant meets the Condition of Approval or Mitigation Measure. The applicant shall update the compliance matrix and provide it with each submittal.

City of Antioch Prior to Building
Permit for Each
Phase
Public Works

10. Hold Harmless Agreement/Indemnification . The applicant (including any agent thereof) shall defend, indemnify, and hold harmless, the City of Antioch and its agents, officers, and employees, from any claim, action, or proceeding against the City or its agents, officers, or employees to attack, set aside, void, or annul the City's approval concerning this application. The city will promptly notify the applicant of any such claim action or proceeding and cooperate fully in the defense.

City of Antioch On-Going Planning
Department

Dedications

Regulation Source

Timing/
Implementation

Enforcement/
Monitoring

Verification
(date and signature)

11. The Dedication of Hillcrest Avenue and Adjacent Sidewalks The applicant shall modify the existing public easement (6885 OR 507) to include an additional 10 foot wide access easement on the east side of Hillcrest Avenue along the project frontage over the existing 10 foot wide sidewalk and along the west side of Hillcrest Avenue an additional 6 foot wide access e asement over the existing public sidewalk to the City of Antioch , contingent upon CPUC approval.

The intent of this condition is that all existing street improvements City of Antioch Prior to Occupancy
Permit of Package
3 Public Works
C10

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
such as pavement, median curbs, curb and gutters, sidewalks, and storm drain, water and sewer utilities that are City owned and maintained shall be modified of the existing e asement to the City of Antioch. The applicant shall pay all processing and review fees for the easement modification.

12. New ALTA and TOPO Survey. The applicant shall identify and document all existing utilities in the modified Hillcrest Avenue easement. Part of the updated topography survey will include the identification of existing sidewalks and utilities within the existing Hillcrest Avenue, including PG&E high voltage and gas lines underground crossings for future reference. This means that the applicant will locate all existing utilities along the existing Hillcrest Avenue right of way frontage to the satisfaction of the City Engineer. This will be accomplished by an underground survey to locate all existing underground utilities along the project frontage of Hilcrest Avenue. The applicant shall prepare an updated topography and ALTA survey of the existing project for review and approval with the City of Antioch showing the existing record boundary of three PG&E parcels of the project parcel, the existing record of survey, existing roadway easements, and existing utilities easements of existing Hillcrest Avenue roadway. Any utilities, new or existing, shall be shown in the ALTA survey and included in the modified easement to the City of Antioch to the satisfaction of the City Engineer.

City of Antioch At the Time of
Occupancy Permit
of Package 3
Public Works

13. Required Easements . All required access easements over existing sidewalks in the modified easement shall be granted by the applicant to the City at no cost to the City prior to occupancy of Package 3 . The applicant shall identify all necessary Emergency Access and underground utilities.

City of Antioch Prior to Occupancy
Permit of Package
3 Public Works

C11

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

Public Works Standard Conditions

Regulation Source

Timing/
Implementation

Enforcement/
Monitoring

Verification
(date and signature)

14. Encroachment Permit and Preconstruction Meeting. The developer shall file an encroachment permit with the City of Antioch public works department for construction of all improvements being constructed within the proposed site. After the improvement plans are approved and the necessary permit fees are paid, a preconstruction meeting with public work inspection shall be scheduled and executed. The applicant shall provide the City a draft schedule of construction so City staff can anticipate the project inspection schedule in their workload. The developer shall also inform the adjacent property owners to the developing parcel that construction activity is about to begin and will notify the neighbors of the approximate finish date of the project.

City of Antioch Prior to Construction
Start
Public Works
Department

15. City Standards. Any offsite improvements shall be constructed to City standard plans and specifications or as otherwise approved by the City Engineer in writing.

City of Antioch On-Going Public Works
Department

16. Utility Construction. All Public and private utilities located on the project as shown on the preliminary Utility plans shall be constructed to their ultimate size, location and configuration as shown on the project approved improvement plans.

City of Antioch On-Going Public Works
Department

17. Utility Undergrounding. All new electrical lines coming from existing boxes in Hillcrest Ave shall be underground per City of Antioch Municipal code section 7.3 “Underground utility Districts”. Transformers, PMH boxes, switchgears, and similar electrical equipment may be installed above grade, on suitable concrete pads, and screened from public view by landscaping or other acceptable means as approved by the Engineering Director of Public works.

City of Antioch On-Going Public Works
Department

C12

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

18. Utility Mapping. Prior to acceptance of public utilities, the applicant shall provide CAD as-built drawings of all public utilities located within the site. This includes all public Water lines, sewer lines, storm drainage lines, and inverts associated with these utilities. Applicant shall also include locations of water meters, light poles, and irrigation controllers. These coordinates must be provided in GIS shapefile format using the NAVD 88 (with conversion information). Prior to acceptance of any pu blic utilities, the developer shall provide coordinates of all public utilities installed within the site will be included in the CAD as-built drawings.

City of Antioch Prior to
Acceptance of
Public Utilities
Public Works
Department

19. Sewer. All sewage generated from the site shall flow from the proposed buildings by gravity to the intersecting sewer trunk mains in Hillcrest Avenue as shown in the preliminary utility plans prepared by BKF engineers. The applicant shall make all connections to City standards and install on -site sewer manholes at all junctions per city standards.

A project specific sewer study shall be prepared at the building permit submittal of Package 2 to document the anticipate sewer flows from the corporation yard to the public street sewer line and verify that the existing downstream sewer main can handle the anticipated sewer flows of this project to the sewer treatment plant.

City of Antioch During Construction Public Works
Department

20. Storm Drain Design/Construction. The Applicant shall design and construct storm drain facilities to adequately collect and convey stormwater that originated within the site to the various detention basins and drainage facilities located throughout the site and then drain to an closest City maintained drainage structures within Hillcrest Avenue or outfall structure to the existing City of Antioch Prior to Building
Permit with
Construction Prior to
Occupancy Permit
of Package 2
Public Works
Department

C13

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
creek located to the northeast of the site. The system shall be designed and modeled for a 10-year storm without any diversion of the watershed. This drainage model shall be included in the drainage study of the site improvements and reviewed and approved by the City Engineer. Drainage flows from the 100-year storms shall be reviewed by overland release off the site to the existing drainage channel located at the northeast corner of the site.

A private drainage system shall be constructed to adequately handle the drainage generated from the site, including, catch basins, retention basins, curb and gutters, manholes and valley gutters and outfalls shall be constructed of concrete. Pipes or other city acceptable materials, subject to review and approval by director of public works. All proposed open ditches in landscape areas, shall be earth lined ditches or as approved by the City Engineer. Drainage from adjacent properties that naturally drain through the project site shall be captured and routed through a pipe system and discharged to the public drainage creek or open channel. This drainage from
neighboring parcels shall be included in the drainage study and analysis. All site drainage shall f low by gravity to a stormwater treatment facility as shown on the site grading plan and treated in accordance with provision C.3 of the San Francisco Bay Region NPDES permit. The filtered water shall then be discharged either by infiltration or flow by gra vity pipe or by pump to the public storm drain system. Catch basins shall be installed in each bioretention basin to act as overflow weir to handle larger flows than the basin can filter. These peak 10 year flows shall also flow to the to the closest public drainage system.

C14

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
a. Due to the large number of impervious surfaces on the site, the developer shall detain or retain drainage of the site to pre improvement conditions and discharge at a flow rate that does not exceed capacity of the public storm drain pipe or channel or creek. The developer shall install underground infiltration systems with the associated manholes and cleaning facilities be constructed and operational prior to occupancy the building. This underground infiltration system shall have adequate man holes, clean -
outs, concrete boxes, grates,
boxes, and wears per the manufactures specifications and also have adequate built in facilities to clean the underground detention basin of silt. Annual inspections shall be made of this facility by the site maint enance to monitor the accumulation of silt and trash that could build up inside this underground detention basin

A minimum of four detention and bioretention basins shall be designed and constructed to provide controlled release of surface drainage from the site from a 2-year 48 hour storm event.

An Operations and Maintenance Manual (for each basin) shall be submitted for all basins prior to the issuance of the first building permit stating showing the capacity of each basin and location of over flow of the 10 and 100 year flow event release.

21. Water Pressure. The developer shall provide adequate domestic water and fire sprinkler water to serve each of the proposed buildings with adequate pressure and volume for domestic use and for building fire sprinkler systems. This will include minimum fire flow of 1000 gym at a minimum residual pressure of 20 psi (with all losses included) at the highest point of sprinkler system as approved by the City Engineer and/or fire marshal. See Fire Requirements for additional water flow conditions. A water flow City of Antioch Prior to Building
Permit
Public Works
Department

C15

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
calculations, analysis and report will be required and submitted to the city to verify that the proposed private water main can handle the fire flows and one fire hydrant flowing at 1000 gpm per City requirements.

22. Looped Water System. The applicant shall design and construct a looped 8” to 12” private water main that will connect each existing and proposed buildings with adequate pressure and volume of water to maintain an adequate fire sprinkler system for each building, and adequate p ressure and volume for private fire hydrants (spacing a maximum of 400 feet) throughout the site. The system shall be connected to the public water main in Hilcrest Avenue with City approved double detector check assemblies per city requirements. The appli
cant shall be
responsible for installing all water connections to this provide water system in accordance with city standards, backfill and restore pavement, landscaping, and other surface
improvements to conditions before construction to the
satisfaction of the City Engineer.

City of Antioch Prior to Building
Permit and Install
Prior to Occupancy
Public Works
Department

23. Hydrology Report. The developer shall prepare and submit a site hydrology and hydraulic calculations, and drainage report as part of the storm water pollution control plan. The analysis shall demonstrate adequacy of the on-site drainage system and with no impacts to the downstream drainage system. The analysis shall be reviewed and approved by the City and Contra Costa County Flood Control. This storm water report shall document the size and criteria of the various retention basins, bioretention basins to meet recent city standards. The bioretention systems shall be installed with the manufacture recommendations in construction and maintenance of each facility. The developer shall prepare a O&M plan for approval of each basin by the city prior to building permit.

City of Antioch Prior to Building
Permit for Package
2 Public Works
Department

C16

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

24. Retaining Walls

1. All Retaining Walls are Not to be in Public Right of Ways. All retaining walls shall not be constructed in the City right -of- way or other City maintained parcels unless otherwise
approved by the City Engineer.

2. 2:1 Max Grade transition. The applicant shall transition grades at a 2:1 max grade slope and start 1 foot back from the property line from existing grade to the proposed
grade. If this minimum slope grade cannot be maintained, then the developer shall install a masonry retaining w all along parcel lot lines, 1 foot inside the property line to adequately transition grades.

3. Materials. All retaining walls shall be of concrete masonry unit construction.

4. Height. All retaining walls shall be the maximum height practical and the walls shall meet the height requirements in the frontage and side slope requirements and standard sight distance triangles at intersections as required by the City Engineer. Top of wall an d bottom of wall elevations shall be shown on grading plans of all retaining walls.

City of Antioch On-Going Public Works
Department

C17

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

Conservation/NPDES

Regulation Source

Timing/
Implementation

Enforcement/
Monitoring

Verification
(date and signature)

25. C.3 Compliance. Per State Regulations, all impervious surfaces including off -site roadways to be constructed as part of the project are subject to State C.3 requirements.

State of California On-Going Public Works
Department

26. NPDES. The project shall comply with all Federal, State, and City regulations for the National Pollution Discharge Elimination System (NPDES) (AMC§6-9). (Note: Per State Regulations, NPDES Requirements are those in affect at the time of the Final Discretional Approval.)

Under NPDES regulations, the project is subject to state provision C.3: “New development and redevelopment regulations for storm water treatment.”
a. Requirements. Provision C.3 requires that the project include storm water treatment and source control
measures, as well run-off flow controls so that post-project runoff does not exceed estimated pre-project runoff.
b. Storm Water Control Plan . C.3 regulations require the submittal of a Storm Water Control Plan (SWCP) that
demonstrate plan compliance. The SWCP shall be
submitted concurrently with the site improvement plans. c. Operation and Maintenance Plan . For the treatment and flow-controls identified in the approved SWCP, a separate Operation and Maintenance Plan (O&M) shall be
submitted to the Building Department at the time of permit submittal.
d. Maintenance. Prior to building permit final and issuance of a Certificate of Occupancy, the developer shall execute any agreements identified in the Storm Water Control Plan that pertain to the transfer of ownership and/or long-term Federal
Government
At the Time of
Building Permit
Submittal of
Package 2
Public Works

C18

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
maintenance of storm water treatment or hydrograph
modification BMPs.

27. NPDES Plan Submittal Requirements . The following requirements of the federally mandated NPDES program (National Pollutant Discharge Elimination System) shall be complied with as appropriate, or as required by the City Engineer:

a. Application. Prior to issuance of any building permits, site improvements, or landscaping of Package 2, the
developer shall submit a permit application consistent
with the applicants approved Storm Water Control Plan,
and include drawings, specifications and details
necessary for construction of site storm water site design, all measures that limit the impervious areas, pervious
pavements, self-
retaining areas, treatment BMPs,
permanent source control BMPs, and other features that
control storm water flow a nd potential storm water
pollutants from reaching the City storm water system.

b. Certified Professional. The Storm Water Control Plan shall be certified by a registered civil engineer, and by a
registered architect or landscape architect as applicable.

All Professionals certifying the Storm Water Control Plan shall be registered in the State of California an d submit verification of training, in design of water treatment
measures for water quality, not more than three years prior to the signature date by an organization with storm water treatment measure design expertise (e.g., a univer sity, American Society of Civil Engineers, American Society of Landscape Architects, American Public Works
Association, or the California Water Environment
Association), and verify understanding of groundwater
protection principles applicable to the projec t site (see Federal
Government
At the Time of
Building Permit
Submittal of
Package 2
Public Works
C19

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
Provision C.3.i of Regional Water Quality Control Board Order R2 2003 0022).

c. Final Operation & Maintenance Plan. Prior to building permit final and issuance of a Certificate of Occupancy of Package 2, the developer shall submit, for review and approval by the City, a final Storm Water BMP Operation and Maintenance Plan in accordance with City of
Antioch guidelines. This O&M plan shall incorporate City comments on the draft O&M plan and any revisions
resulting from changes made during construction.
d. Long Term Management. Prior to building permit final and issuance of a Certificate of Occupancy of Package 2, the developer shall execute and record any agreements
identified in the Storm Water Control Plan which pertain to the transfer of ownership and/or long -term maintenance of storm water treatment or hydrograph modification
BMPs.

e. Design Details.

i. To prevent site or roof drainage from draining across sidewalks and driveways close to any of the proposed
buildings in a concentrated manner, roof drains shall be piped under/or through the sidewalk/or curb and gutter.

ii. Install on all catch basins “No Dumping, Drains to River” decal buttons on the top of curb or paving next to the
drainage grate.

f. Hydrology Calculations. Collect and convey all storm water entering, and/or originating from, the site to an adequate downstream drainage facility without diversion of the
C20

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
watershed. Submit hydrologic and hydraulic calculations with the Improvement Plans to Engineering Services for
review and approval.

g. Regional Water Quality Control. Prior to issuance of the grading permit, submit proof of filing of a Notice of Intent (NOI) by providing the unique Waste Discharge
Identification Number (WDID#) issued from the Regional
Water Quality Control Board.

h. SWPP. Submit a copy of the Storm Water Pollution
Prevention Plan (SWPPP) for review to the Engineering
Department prior to issuance of a building and/or grading permit. The general contractor and all subcontractors and suppliers of materials and equipment shall implement these BMP’s. Construction site cleanup and control of
construction debris shall also be addressed in this program.

Failure to comply with the approved construction BMP may result in the issuance of correction notices, citations, or a project stop work order.

i. BMP. Install appropriate clean water devices at all private storm drain locations immediately prior to entering the public storm drain system. Implement Best Management
Practices (BMP’s) at all times.

j. Erosion Control. Include erosion control/storm water quality measures in the final grading plan that specifically address measures to prevent soil, dirt, and debris from entering the storm drain system. Such measures may
include, but are not limited to, hydro seeding, gravel bags and siltation fences and are subject to review and
approval of the City Engineer. If no grading plan is
C21

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
required, necessary erosion control/storm water quality measures shall be shown on the site plan submitted for an on-site permit, subject to review and approval of the City Engineer. The developer shall be responsible for ensuring that all contractors and subcontractors are aware of and implement such measures.

k. On-Going Maintenance.

i. The developer or owner shall sweep or vacuum the
parking lot(s) a minimum of once a month and prevent
the accumulation of litter and debris on the site. Corners and hard to reach areas shall be swept manually.

ii. If sidewalks are pressure washed, debris shall be trapped and collected to prevent entry into the storm drain system.

No cleaning agent may be discharged into the storm
drain. If any cleaning agent or degreaser is used, wash water shall be collected and discharged to the sanitary sewer, subject to the approval of the sanitary sewer
District.

iii. To ensure that the area surrounding the project such as the streets stay free and clear of construction debris such as silt, dirt, dust, and tracked mud coming in from or in any way related to project construction, the areas that are exposed for extended periods shall be watered regularly to reduce wind erosion. Paved areas and access roads
shall be swept on a regular basis. All trucks shall be covered.

iv. Clean all on -site storm drain facilities a minimum of twice a year, once immediately prior to October 15 and
C22

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
once in January. Additional cleaning may be required if found necessary by City Inspectors and/or City Engineer.

Additional information regarding the project SWCP is
necessary and modifications to the SWCP shown on the
proposed Vesting Tentative Map may be required in order to comply with C.3 regulations.

Fire Standards

Regulation Source

Timing/
Implementation

Enforcement/
Monitoring

Verification
(date and signature)

28. The applicant shall comply with the conditions provided by the Contra Costa County Fire Protection District in the letter dated September 1, 2022 and attached in the staff report.

Contra Costa
Fire Protection
District
On-Going Contra Costa
Fire Protection
District

Building Permit Submittal

Regulation
Source

Timing/
Implementation

Enforcement/
Monitoring

Verification
(date and signature)

29. Requirement for Construction to Occur in Four Phases. The project shall be built in no more than four phases, as shown on Sheet PP - 001, with the phases described as:

Package 2
Package 3
Package 4
Future Phase
If parts of the project become delayed or more phases are to be proposed, then the applicant shall provide a revised phasing plan to the Community Development and Engineering Departments for approval.

City of
Antioch
On-Going Community
Development
Department

C23

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

30. Final Landscape Plans. The applicant shall submit landscape improvement plans with the first building permit of Package 2 for review and approval by the Zoning Administrator. The Zoning Administrator may approve modifications to the final landscaping plans. The plan shall identify specific plant materials to be used, including all shrubs and groundcover, providing both common and botanical names, sizes, and quantities at the time of building permit submittal. The project shall emphasize local and native species of plants in the final landscape plans.

City of
Antioch
At Time of
Building Permit
Submittal of
Package 2
Building
Department

31. Water Efficient Landscape Ordinance. Landscaping for the project shall be designed to comply with the applicable requirements of City of Antioch Ordinance No. 2162 -C-S The State Model Water Efficient Landscape Ordinance (MWELO). The applicant shall demonstrate compliance with the applicable requirements of the MWELO in the landscape and irrigation plans submitted to the City.

City of
Antioch
At Time of
Building Permit
Submittal
Community
Development
Department

32. Piping of Drainage. The buildings shall contain rain gutters and downspouts that direct water away from the foundation as approved by the City Engineer. All sidewalks or curb and gutters located close to down spouts shall be piped under or through the sidewalk so not make for concentrated slippery surface hazardous conditions.

City of
Antioch
At the Time of
Building Permit
Submittal
Public Works
Department

33. Water Meters and Sewer Cleanouts . All domestic and irrigation water meters, sanitary sewer clean outs for the site (water meters, sewer cleanouts, etc.) shall be located behind the sidewalk as approved by the City Engineer. All sewer manholes will be on Hillcrest Ave along the east ROW shall be within the PUE or existing street easement.

City of
Antioch
At the Time of
Building Permit
Submittal
Public Works
Department

C24

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

Grading Improvements

Regulation Source

Timing/
Implementation

Enforcement/
Monitoring

Verification
(date and signature)

34. Requirement for a Grading Permit. A grading permit is required prior to commencement of any grading operations. The
permit shall be obtained for rough and final grading of the site through the City’s Building Department subject to review and approval by the City Engineer. The grading plans shall show in detail how the site will be graded and all low spots will have adequate drainage devices installed to drain the site . The submitted plans shall incorporate any modifications required by the Conditions of Approval of the
handling the natural
drainage from surrounding parcels, rough grading of the site to install all retention and bioretention basins and building pads. The site may require the applicant to import engineered fill material to balance the site. The developer shall provide a traffic handling plan to the City and street sweeping plan for making sure the street route to the project remains clean of soil debris and the develop pays for any damage to city streets directly caused by the excessive truck traffic caused by importing so much fill material to the site over city roadways.

City of
Antioch
At the Time of
Building Permit
Submittal
Public Works

35. Soils. Prior to the approval of the grading plan(s), the City Engineer shall determine if a soils or structural engineer is required to review the building permit plan set submitted for this project. If deemed necessary by the City Engineer, a field inspection by such professionals will be required to verify compliance with the approved plans. Costs for these
consulting services shall be incurred by the applicant . The applicant shall also prepare a soil investigation of the existing soils of the project area to de termine the soil characteristics for design and construction of proposed facility. Such a report The City of
Antioch
At the Time of
Building Permit
Submittal
Public Works
C25

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
shall be prepared by licensed professional soils engineer and geologist in the state of California. Part of the study is recommendations of footing design, structural design of pavements, structural design of laydown areas, earthquake, and soil liquefaction of stability of the existing soils with recommendations of how to increase the strengths of the existing soils. This report shall be submitted with the improvement plans and reviewed and approved by the City Engineer.

36. Grading. All on and off-site grading is subject to the coordination, City review and approval of the grading and affected property owners by the City Engineer. The
developer shall submit grading plans for review and approval along with written authorization to “access, enter, and/or grade” adjacent properties prior to issuance of permit and performing any work.

City of
Antioch
At the Time of
Building Permit
Submittal
Public Works

37. Grading Easements. Any sale of a portion (or portions) of this project to multiple applicants shall include the necessary agreement and/or grading, access, and utility easements to assure that project -wide grading conforms to the approved project and conditions of approval for the project.

City of
Antioch
At the Time of
Building Permit
Submittal
Public Works

At the Time of Building Permit Issuance

Regulation Source

Timing/
Implementation

Enforcement/
Monitoring

Verification
(date and signature)

38. Sewer System Requirements. The sewer system for the subject site shall comply with City sewer design requirements to the satisfaction of the City Engineer prior to issuance of building permit. The developer will need to prepare a brief sewer study of the site the documents the flows of existing project, and new buildings, and capacity of the downstream sewer mains can handle the anticipated flows of the project and
document calculations of the new sewer flows of the
City of
Antioch
At the Time of
Building Permit
Issuance
Building
Department

C26

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
proposed project.

43. Demolition Permit. Site demolition shall not occur until construction permits are issued for the development project.

All demolition shall be in accordance with permits issued by the City and Bay Area Air Quality Management District
(BAAQMD).

City of
Antioch
At the Time of
Building Permit
Issuance
Community
Development
Department

44. Encroachment Permit. The applicant shall file and obtain an encroachment permit from the Engineering Division before commencing any construction activities within the public right- of-way or easements.

City of
Antioch
At the Time of
Building Permit
Issuance
Community
Development
Department

At the Time of Construction

Regulation Source

Timing/
Implementation

Enforcement/
Monitoring

Verification
(date and signature)

45. Collection of Construction Debris. The developer shall gather all construction debris on a regular basis and place them in a Waste Management dumpster or other container that is
emptied or removed on a weekly basis consistent with the City Construction and Demolition Debris Ordinance. When appropriate, use tarps on the ground to collect fallen debris keeping splatters that could contribute to stormwater
pollution to a minimum.

City of Antioch On-Going Building
Department

C27

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

46. Construction Hours. Construction activity shall be as outlined in in the Antioch Municipal Code. Construction activity is limited to 8:00 AM to 5:00 PM Monday-Friday or as approved in writing by the City Manager. Requests for alternative construction hours shall be submitted in writing to the City Engineer.

City of Antioch On-Going Building
Department/
Public Works
Department

47. Demolition, Debris, Recycling. The project shall be in compliance with and supply all the necessary
documentation for Antioch Municipal Code § 6 -3.2:

Construction and Demolition Debris Recycling.

City of Antioch On-Going Building
Department/
Public Works
Department

48. Filter Materials at Storm Drain Inlet . During construction developer to Install drainage filters (such as sandbags, filter fabric, etc.) at all existing and new the storm drain inlets and drainage facilities downstream of the project site prior to:
a) start of the rainy season (October 1);
b) site dewatering activities;
c) street washing activities;
d) saw cutting asphalt or concrete; and
e) order to retain any debris or dirt flowing into the city storm drain system.

Filter materials shall be maintained and/or replaced as necessary to ensure effectiveness and prevent street
flooding. Dispose of filter particles in the trash.

City of Antioch On-Going Building
Department

49. Archeological Remains. In the event subsurface
archeological
remains are discovered during construction or
preconstruction activities on the site, all land alteration work within 100 feet of the find shall be halted, the

City of Antioch
On-Going Community
Development
Department

C28

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
Community Development Department notified, and a
professional archeologist, certified by the Society of
California Archeology and/or the Society of Professional Archeology, shall be notified . Site work in this area shall not occur until the archeologist has had an opportunity to
evaluate the significance of the find and to outline
appropriate mitigation measures, if deemed necessary. If prehistoric archeological deposits are discovered during development of the site, local Native American
organizations shall be consulted and involved in making resource management decisions.

50. Erosion Control Measures. The grading operation shall take place at a time, and in a manner, so as not to allow erosion and sedimentation into the public drainage system or
publicly maintained surfaces or adjacent properties . The slopes shall be landscaped and reseeded as soon as
possible after the grading operation ceases. Erosion
measures shall be implemented during all construction
phases in accordance with an approved erosion and
sedimentation control plan.

City of Antioch Plans Approved
Prior to Building Permit,
and Monitored
During Construction
Public Works

51. Dust Control. Standard dust control methods and designs shall be used to stabilize the dust generated by construction activities. The developer shall post dust control signage with a contact number of the developer, City staff, and the air quality control board.

City of Antioch Prior to Start of
Construction
Public Works

52. Debris Removal. The site shall be kept clean of all debris (boxes, junk, garbage, etc.) at all times. Truck routes of city streets to the site shall be monitored and periodically cleaned of debris so not to cause a burden of cleaning on city streets by city maintenance crews.

City of Antioch During Construction Public Works

Security / Bonding Requirements

Regulation Source

Timing/

Enforcement/

Verification
C29

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
Implementation Monitoring (date and signature)

53. Security/Bonding Requirements. The property owner or developer of the parcel shall include all the required security for public improvements described in Title 9, Chapter 4, Article 5: Final Maps, of the Antioch Municipal Code,
including, but not limited to:
a. Improvement security in one of the following forms:

i. Bond or bonds issued by one or more duly authorized
corporate securities in an amount equal to 100% of the
total estimated costs of the public improvements for
faithful performance, and in an amount equal to 100% of the total estimated costs of the improve ments for labor and materials.
ii. A deposit, in an amount equal to 100% of the total
estimated costs of the public improvements, either with the city or a responsible escrow agent or trust company, at the option of the City Engineer, of money or negotiable bonds of the kind approved for securing deposits of public moneys, in the amounts and for security as specified
above, to be released in the same manner as described
above for bonds.

b. A subdivision agreement is to be executed by the
applicant or his agent, guaranteeing the completion of
various construction of public improvements required by these conditions can be delayed by predetermined time
period or specified time frame and/or payments of all
fees made at a certain time shall be implemented
satisfactory to the City Attorney as to legality and
satisfactory to the City Engineer as to amount.

City of Antioch Prior to Building and
Encroachment
Permit
Public Works
C30

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
c. A letter from the Tax Collector showing that all payable taxes have been paid and a bond for the payment of
taxes then a lien but not yet payable, as required by the Subdivision Map Act.

d. A cash payment, or receipt of all the fees required to be made for the checking and filing of the improvement
plans, permits, maps and the inspections of the
construction; payment for the street signs to be furnished and installed by the city, if required by the subdivider; a cash deposit for the payment of such fire hydrant rental fees as may be established by the respective fire districts or water company or district having jurisdiction; and any other applicable fees or deposits.

e. Grant Deeds for the new easements or dedications of
rights-of-way for road purposes map shall be provided to city engineering department for review and approval
period prior to approval.

f. Written evidence acceptable to the city, in the form of rights of entry or permanent easements across private
property outside the subdivision, permitting or granting access to perform the necessary construction work and
permitting the maintenance of the facility.

g. Agreements acceptable to the city, shall be executed by the owners of existing utility easements within the
proposed roads rights- of-
way, consenting to the
dedication of roads or consenting to the joint use of the rights-of-way as may be required by the ci ty for the
purpose use and convenience of the roads prior to
building permit.

C31

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
h. A surety bond acceptable to the city, guaranteeing
the payment of the taxes and assessments which will
be a lien on the property, as set forth in the Subdivision Map Act, when applicable.

i. Payment of map maintenance fee.

j. Payment of the assessment district apportionment fee, if applicable.

k. Evidence of annexation into Police Services Fee CFD

l. Evidence of payment of Contra Costa County Flood
Control District fees.

m. A final soil report, prepared by a civil engineer who is registered by the state, based upon adequate test
borings or excavations of every subdivision, as defined in Cal. Gov’t Code §§ 66490 and 66491. The final soil report may be waived if the City Engineer shall
determine that, due to the knowledge of such
department as to the soil qualities of the subdivision, no preliminary analysis is necessary.

Prior to Issuance of Occupancy Permit

Regulation
Source

Timing/
Implementation

Enforcement/
Monitoring

Verification
(date and signature)
C32

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

54. Planning Inspection. Planning staff shall conduct a site visit to review exterior building elevations for architectural
consistency with the approved plans and landscape
installation (if required). All exterior finishing details including window trim, paint, gutters, downspouts, decking, guardrails, and driveway installation shall be in place prior to scheduling the final inspection.

City of
Antioch
Prior to
Occupancy
Permit
Planning
Department

55. Debris Removal. All mud, dirt or construction debris or any other debris carried off the construction site to public streets or right of ways, shall be removed prior to scheduling the final Planning inspection. No materials shall be discharged onto a sidewalk, street, gutter, storm drain or creek.

City of
Antioch
Prior to
Occupancy
Permit
Building
Department

56. Fire Prevention. A final Fire inspection shall occur to inspect all fire prevention systems constructed as part
of the project.

Inspections shall occur prior to final occupancy permit issuance.

Prior to
Occupancy
Permit
Fire
Department

57. Damage to Street Improvements. Any damage to existing street improvements and driveways along the project street frontage before and during construction on or adjacent project property, shall be repaired or replaced to the satisfaction of the City Engineer at the full expense of the Applicant. This shall include any broken sidewalk, curb and gutter, landscaping, street pavement, street pavement or other existing frontage improvements, as may be required by the City Engineer, shall be improved to city standards. At driveway entrances the pavement conforms shall be
designed and constructed to match existing grade and
transition as smooth as possible at 1% minimum grade.

City of
Antioch
Prior to
Occupancy
Permit
Public Works
C33

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

58. Right-of-Way Construction Standards. All improvements within the public right-of-way, including curb, gutter, sidewalks, driveways, paving and utilities, shall be constructed in accordance with approved City improvement plans, City
standard plans and shall comply with the City standard specifications to the satisfaction of the City Engineer.

City of
Antioch
Prior to
Occupancy
Permit
Public Works

59. Removal of Existing Wells. The applicant shall remove and abandon all existing irrigation or monitoring wells not in use and found on the property in accordance with County of
Contra Costa well abandonment standards. This includes the removal of the pumps, pipes, concrete structures , and all existing equipment used to operate the wells and former irrigation system.

City of
Antioch
Prior to
Building
Permit
Public Works

60. Idle Free Signage. Consistent with the City’s adopted 2010 Climate Action Plan, the applicant shall install at least one “Idle Free” sign encouraging drivers to refrain from idling in their vehicle, reducing air pollution and greenhouse gas emissions. The sign shall be placed in an area with high visibility where drivers are queued to access the drive through or pick up area. The sign location shall be shown on the construction plans at the time of building permit submittal for review and approval by Planning staff. The sign shall be 12”x 18” and satisfy City requirements for no parking signage, traffic sign mounting, and signage in the right of way. The applicant shall use the Idle Free Bay Area website
https://idlefreebayarea.org/resources/ as a resource to view a sample bilingual Idle Free sign. The applicant may use this template when designing and printing signage.

City of
Antioch
Prior to
Occupancy
Permit
Planning
Division

Special Conditions
C34

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

61. Vehicle Stacking During Construction vehicles staking in public ROW during construction occurs on a regular basis, the
developer will propose several alternative improvements solutions to the city to mitigate the problem. The Director of Public works will then approve one of the solutions to be implemented by the developer at no cost to the city.

City of
Antioch
During
Constructio
n
Public Works

62. Demolition of Existing Buildings. All existing buildings to be removed shall be inspected for asbestos or any other harmful chemicals and removed prior to demolition and grading of the site or occupancy of the building.

City of
Antioch
Prior to
Grading
Permit
Public Works

63. Install Commercial Driveway Entrance . The developer shall improve a new 30 foot wide or larger commercial driveway entrance off in the southern most entrance from Hillcrest Avenue to the site in accordance with City Standards prior to the occupancy permit for the first building of Package 3 . This will include the installation of pavement, new curb returns, curb, gutter and sidewalks, new ADA ramps, concrete valley gutter, concrete apron and signage and striping, crosswalk in accordance with City standards and specifications that may have become damaged from construction or wear and tear
of the facility. Due to the relocation of sidewalks, both of these driveways on Hilcrest Avenue, the applicant shall dedicate a 10 wide public access over the sidewalk and crosswalk across the driveway entrance
that encumbers into the project
parcel.

City of
Antioch
Prior to
Occupancy
Permit of
Package 3
Public Works

64. Stripe Out or Two Parking Stalls for Vehicle 3 Point Turn Around.

The approved site plan shows two dead -end parking aisles within the parking areas of the project. Because all parking spaces would not be assigned and nor controlled, the last parking space at the end of a long parking a isle would typically be left vacant (striped out) to assist vehicles in maneuvering a three point turn around at the end of parking aisle to allow for vehicles to turn around. Another option of this dead end on the parking lot can be removed by installing a 25’ wide opening through the lan dscape median to an
City of
Antioch
Prior to
Occupancy
Permit of
Package 2
Public Works
C35

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
adjacent driveway

65. Outdoor Lighting Standard. Outdoor parking area lighting fixture heights shall be maximum of 30 feet in height and lighting shall not shine directly onto an adjacent residential property owners’ window s. The minimum illumination at ground level shall be 2 foot-candles but shall not exceed one- half foot-candles inside the residential property owners’ yard.

This can be accomplished by light sh ields or directional lighting. Updated photometric plans showing compliant light levels on the neighboring residential properties shall be submitted with the first building permit submittal.

City of
Antioch
Prior to
Building
Permit of
Package 2
Public Works

66. Trash Enclosures. All trash areas with trash receptables shall be covered by a roof and drain to the site sanitary sewer line in accordance with the City ordinance. The trash area shall be enclosed by masonry wall with heavy duty sheet metal gates.

The width of the trash enclosure along the grate shall be 10 feet wide and have reinf orced 8” concrete slab and at least 15’ wide to support the trash truck that loads the trash onto the truck.

City of
Antioch
Prior to
Occupancy
Permit
Public Works

67. Clear Vision Zones at Driveway Entrances. The applicant shall comply with clear vision sight distance with AMC 9-5.1101 that are minimum of 50 feet long at each leg of 30 feet curb returns of all driveway entrances to the site from public streets as approved by the City Engineer.

City of
Antioch
Prior to
Occupancy
Permit
Public Works
C36

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

68. Site Improvements. The developer shall install all site improvements, landscaping and civil improvements shown on the approved improvement plans for the applicable phase to the satisfaction of the City engineer. Any deviations from these plans shall be reviewed and approved by City Engineer. All significant site changes may need reapproval by my city planning commission as determined by the Director of
Community Development.

City of
Antioch
Prior to
Occupancy
Permit
Public Works

69. Compliance with City Sewer Master Plan. The developer shall complete a sewer peak flow sewer analysis of the proposed project in accordance with city sewer design requirements.

These peak sewer flows from the project shall not exceed the anticipated sewer peak flow allocated for this site in
according to the City adopted Sewer master plan. If this peak sewer flow exceeds this allocation previously determined by the master plan, then the developer shall fund an analysis of the city master plan model to determine if the capacity of the existing downstream city sewer system is being exceeded that it requires the project to install new improvements to mitigate these higher sewer flows. This analysis shall be reviewed and approved by the city engineer prior to building permit. The Sewer Study shall verify existing and proposed sewer flows of the proposed facility and determine if existing Sewer main trunk lines serving the site are adequate.

City of
Antioch
Prior to
Building
permit for
Package 2
Public Works

70. Compliance with City Water Master Plan. The developer shall complete a peak domestic water demand analysis and fire flow analysis of the proposed project development in
accordance with city and state requirements. This analysis for domestic water and fire flow for the project shall not exceed th
e water demands allocated for this site according to the City water master plan. If water demands exceed this
allocation previously determined, then the applicant shall fund analysis of the city master plan to be modeled to
determine if what mitigations can be done to increase the City of
Antioch
Prior to
Building
permit of
Package 2
Public Works
C37

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
capacity of the existing city water system to the amount being exceeded and require the project install these new
improvements to meet these demands. This analysis shall be reviewed and approved by the city engineer prior to building permit. The Water Study shall also determine the impacts of the expanded facility on the existing water tank system. If existing water storage reservoirs do not have adequate
capacity to serve the site with adequate fire protection for the expanded buildings, then the applican t shall fund
improvements to make them compliant.

71. Hazardous Material Storage. The applicant shall properly identify, dispose of or contain all hazardous materials that are being stored on site. The applicant shall identify how the materials are being monitored, state required safety measures in place, and monitored in accordance with state standards.

All new Hazardous materials shall be identified and monitored.

City of
Antioch
Prior to
Building
Permit
Public Works

72. Class 2 Hazardous Material Site Assessment. The project shall undergo a Class 2 site assessment for hazardous materials to be completed on the existing corporation yard site. Those areas of exiting soil have hazardous materials or contaminated soils shall be cleaned up or removed from the site in
accordance with state law to the satisfaction of the City Engineer prior to grading or any site improvements the site.

City of
Antioch
Prior to
building
permit
Public Works

73. New Fuel Handling Facility. The design of the new fuel handling facility with the tanks and fueling equipment shall be constructed in accordance with state and federal
requirements. The new fuel facility shall be covered so site drainage will not mix with surface water in around the facility.

Details of layout and the site vehicles circulation vehicles of the new fuel handing facility shall be reviewed and approved by the City prior to construction. A vehicle waiting or queuing area for vehicles to line up and wait their turn at th e pump shall be reviewed and approved by the City Engineer.

City of
Antioch
Prior to
Occupancy
Permit of
Package 3
Public Works
C38

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

74. Site Security Measures. The applicant shall install signage to direct the general public where to park and access the
maintenance facility. The applicant may install security measures such as security cameras, lighting, locked gates, around the perimeter fence and other measures as deemed necessary for the area to be secure.

City of
Antioch
Prior to
Occupancy
Permit for
Package 2
Public Works

75. Landscaping Along Southern Property Line . Prior to the occupancy permit for Package 3 of construction, all
landscaping along the southern property line shall be
installed. Any previously installed landscaping that has died shall be replanted prior to the occupancy permit of the third phase of construction.

City of
Antioch
Prior to
Occupancy
Permit of
Package 3
Public Works

76. Truck Turning Analysis. With the building permit submittal, the applicant shall submit a truck turning analysis with a minimum size WB-50 vehicle for on -site entry, turnarounds, and overall circulation utilizing the AutoCAD Auto Turn features to make sure fire equipment can mane
uver through the site in
accordance with city and fire requirements to the satisfaction of the City Engineer.

City of
Antioch
Prior to
Occupancy
Permit of
Package 2
Public Works
C39

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

77. Undeveloped Areas. The applicant and/or the property owner shall maintain all undeveloped areas within this property site area in an attractive manner, which shall also ensure fire safety, erosion control and proper drainage per city and state requirements.

City of
Antioch
Prior to
Occupancy
Permit
Public Works

78. Geotechnical Investigation. The applicant shall prepare a site- specific technical investigation and report to be reviewed and approved by the City prior to the issuance of the first building permit. The site -specific Geotechnical report of the proposed project shall Include a pavement analysis of the existing parking lots, commercial driveways at the
commercial entrance, recommending pavement sections of
all proposed roadways and park ing within the site. The soils engineer needs to take core samples of the existing driveway to check
the stability of the existing road base of the
commercial driveway. Geotechnical (Soils) report and
existing ground water monitoring wells. This soils report shall identify and locate the existing soil and ground water
monitoring wells. What wells will be abandoned and what additional monitoring wells will be constructed. The submitted geotechnical report will identify the investigation of any toxic chemical spills or contaminated soils that need to be cleaned up and mitigated.

City of
Antioch
Prior to
Building
Permit of
Package 2
Public Works

79. Removal of Vacated Easements. All existing recorded easements that are no longer in use shall be vacated within this project and shall be removed prior to the recordation of the final parcel map or separate vacations recorded as
approved by City Engineer.

City of
Antioch
Prior to
Occupancy
Permit of
Package 2
Public Works
C40

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

80. The Treatment Basins and Detention Basins. The applicant shall construct four (4) drainage treatment basins and drainage detention basins to handle drainage from project drainage.

This includes installation of all needed storm drain lines, grading, drainage inlets and outlet structures, drainage treatment and detention basins, wears, pathways,
maintenance access roads, fencing, gates, trash racks, and any other needed improvements for the various areas within the project to function as drainage treatment and detention basins for the entire project area to the satisfaction of the City Engineer.

City of
Antioch
Prior to
Occupancy
Permit for
each phase
Public Works

81. Waste Discharge Identification Number (WDID). The applicant shall provide the City with their WDID under the Industrial General Permit (IGP) as well as an updated/revised Storm Water Pollution Prevention Plan (SWPPP) prior to building permit to the satisfaction of the City Engineer.

City of
Antioch
Prior to
Building
Permit of
Package 2
Public Works

82. Site Trash Enclosures: The applicant shall design and construct site trash enclosures at each separate yard facility in accordance with city trash enclosure standards. The
parameter walls shall be a minimum of 6 feet high and made of split face block wall to hold a minimum of three containers, sheet metal heavy duty gate, covered roof, and concrete reinforced slab within and in front to gate to take the weight of the garbage truck unloading the garbage binds to the satisfaction of the city engineer. A comprehensive trash enclosure plan shall be included in the building permits for Package 2
City of
Antioch
Prior to
Building
Permit of
Package 2
Public Works

83. Underground Parking Garages Parking Layout. The layout of all parking garage parking shall be in conformance with city standard parking lot dimensions for public parking stalls, drive aisles, driveways and layouts. During the 30% building permit design review stage of Package 2 of the project, the
applicant shall submit to the City a preliminary layout of City of
Antioch
Prior to
Building
Permit of
Package 2
Public Works
C41

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1
underground parking for review and approval by City
planning and engineering departments. The applicant shall demonstrate with the use of AutoCAD autoturn that all
parking stalls, driveways, and drive aisles can be adequately used by standard size vehicles and City emergency vehicles.

The parking garages shall have adequate ventilation, lighting, fire protection and access in accordance with state
requirements. Access ramps into the parking garage shall not be more than 12% grade. The parking lot shall ha ve below ground building drainage system and sump pump provided
to remove rainwater or water seepage from the basement
garage area to the site storm drain system.

84. If any Caltrans facilities are impacted by the project, those facilities must meet American Disabilities Act (ADA)
Standards after project completion. As well, the project must maintain bicycle and pedestrian access during construction.

These access considerations support Caltrans’ equity mission to provide a safe, sustainable, and equitable transportation network for all users
Caltrans Ongoing Caltrans

85. Added by Planning Commission: The applicant shall
investigate using native plants at the site and work with staff on revising the landscaping plans. The revised landscape plans shall be submitted prior to or with the building permits for Package 2.

City of
Antioch
Prior to
Building
Permit of
Package 2
Planning
Division

C42

EXHIBIT A: CONDITIONS OF APPROVAL PG&E Service Center

Page | 1

86. Added by the Planning Commission: The applicant shall replant the same number of trees on the property as they are removing as part of the project, which the preliminary plans state is 83 trees. The applicant shall show the location of the mitigation trees on the final landscaping plans, which shall be submitted prior to or with the building permits for Package 2.

City of
Antioch
Prior to
Building
Permit of
Package 2
Planning
Division

C43
352-(&7'$7$
6,7(6800$5<
PROJECT NAME: PG&E ANTIOCH SERVICE CENTER IMPROVEMENTS
PROJECT ADDRESS: 2111 HILLCREST AVE.

ANTIOCH, CA 94509
ASSESSOR'S PARCEL NUMBER: 051-160-002
ZONING: P-D PLANNED DEVELOPMENT DISTRICT

HILLCREST STATION AREA SPECIFIC PLAN
- EXISTING INDUSTRIAL/ UTILITIES USE (M-2)
TOTAL SITE AREA 56.15 ACRES
TOTAL COMBINED BUILDING AREA 200,900 SF
FLOOR AREA RATIO (FAR) 8% (0.08)
50% ALLOWABLE PER ZONING (M-2)
LOT WIDTH (AVERAGE): 1,100 FT
MAX BUILDING HEIGHT 45 FT

BUILDING SETBACKS
FRONT (30 FT MIN) 145 FT MIN
SIDE (30 FT MIN) 286 FT MIN.

REAR NO REQUIREMENT
SITE PARKING:

PARKING CALCULATION:

REQUIRED: OFFICE: 1 PER 250 GSF
(OPERATIONS)
55,000 / 250 = 220
63$&(65(48,5('
WAREHOUSE: 1 PER 1,000
(LOGISTICS WAREHOUSE + SHOPS + STORAGE BLDGS. A, B & C):
43,500 + 43,500 + 19,200 + 9,600 + 9,600 + 2,000 + 2,600 = 130,000 SF / 1,000 = 130 SPACES
63$&(65(48,5('
VEHICLE REPAIR: 4 PER REPAIR STALL
(FLEET MAINTENANCE)
3 REPAIR BAYS x 4
63$&(65(48,5('
TOTAL REQUIRED 362 SPACES
TOTAL PROPOSED: 362 SPACES

ACCESSIBLE PARKING
REQUIRED: 8 SPACES (CBC TABLE 11B-208.2)
PROPOSED: 8 SPACES

ELECTRIC VEHICLE PARKING
REQUIRED: 6% OF TOTAL PARKING ( CAL GREEN TABLE 5.106.5.3.3) 362 x 0.06 = 21.72 (22 SPACES)
PROPOSED: 22 SPACES
PERCENTAGE COMPACT: NO COMPACT STALLS PROPOSED
TOTAL PARKING REQUIRED: 63$&(6
TOTAL PARKING PROVIDED: 63$&(6

BIKE PARKING
REQUIRED: 6 SPACES (PER LOCAL ZONING ORDINANCE)
SHORT TERM: 5% OF VISITOR PARKING (CAL GREEN)
24 SPACES x 0.05 = 2 SPACES
LONG TERM: 5% OF TENANT PARKING (CAL GREEN)
100x 0.05 = 5 SPACES
PROVIDED: 6 BIKE RACK SPACES PROVIDED
1(:23(5$7,216%8,/',1*
6&23(2):25.

IMPROVEMENTS TO APPOXIMATELY 30 ACRES OF THE OVERALL PG&E PARCEL. REPLACEMENT OF THE EXISTING BUILDINGS AND CONSTRUCTION OF NEW BUILDINGS: (1) A NEW FLEET MAINTENANCE GARAGE, (2) A LOGISTICS WAREHOUSE BUILDING (3) A LOGISTICS SHOPS BUILDING (4) A OPERATIONS BUILDING (5) NON-OCCUPIED MATERIAL STORAGE BUILDINGS AND CANOPIES.

THE SITE WILL HAVE SEVERAL SUPPORT STRUCTURES INCLUDING POWER POLE STORAGE BINS,

EMERGENCY GENERATOR, FLEET FUELING STATION WITH ABOVE GROUND TANK, COVERED

TRASH ENCLOSURE, PHOTOVOLTAIC CARPORT CANOPIES OVER THE EMPLOYEE PARKING LOT,

HAZARDOUS WASTE STORAGE BUILDINGS, GUARD KIOSK AND OTHER SMALL ENCLOSURES AND EQUIPMENT CANOPIES.

THE SITE WILL PROVIDE FOR FLEET VEHICLE PARKING AND LARGE VEHICLE CIRCULATION THROUGHOUT THE SITE. STORMWATER QUALITY AND DETENTION SYSTEM WILL BE PART OF THE OVERALL IMPROVEMENTS TO THE SITE.

THE PROPOSED IMPROVEMENTS WILL SPAN OVER SEVERAL YEARS, TO ENSURE NO INTERRUPTION OF ONGOING SERVICES THROUGHOUT CONSTRUCTION. *29(51,1*&2'(6
PART 2: 2019 CALIFORNIA BUILDING CODE (CBC)
PART 3: 2019 CALIFORNIA E LECTRICAL CODE (CEC)
PART 4: 2019 CALIFORNIA MECHANICAL CODE (CMC)
PART 5: 2019 CALIFORNIA PLUMBING CODE (CPC)
PART 6: 2019 CALIFORNIA ENERGY CODE
PART 9: 2019 CALIFORNIA FIRE CODE (CFC)
PART 11: 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
PART 12: 2019 CALIFORNIA REFERENCE STANDARDS CODE
CALIFORNIA CODE OF REGULATIONS, TITLE 8 (CAL OSHA)

OTHER REGULATIONS

CITY OF ANTIOCH ADOPTED CODES, REGULATIONS AND ORDINANCES

HILLCREST STATION AREA SPECIFIC PLAN
1(:/2*,67,&6:$5(+286(%8,/',1*
9,&,1,7<0$3
OCCUPANCY TYPE: S-2, F-1, F-2
CONSTRUCTION TYPE: TYPE IB
FIRE SPRINKLERS: FULLY FIRE SPRINKLERED

NUMBER OF STORIES
MAXIMUM ALLOWED: 12 STORIES (PER CBC TABLE 504.4)
PROPOSED: 1 STORY

BUILDING HEIGHT
MAXIMUM ALLOWED: 180' (PER CBC TABLE 504.3)
PROPOSED: 26' - 0"

BUILDING AREA
1 MAXIMUM ALLOWED: 316,000 SF (PER CBC TABLE 506.2)
PROPOSED: 43,500 SF
NOTES:

1. BUILDING HEIGHT, AREA AND NO. OF STORIES BASED ON THE MOST R ESTRICTIVE OCCUPANCY PER CBC CHAPTER 5
&2'($1$/<6,6
OCCUPANCY TYPE: B, S-2
CONSTRUCTION TYPE: TYPE IIB
FIRE SPRINKLERS: FULLY FIRE SPRINKLERED

NUMBER OF STORIES
MAXIMUM ALLOWED: 4 STORIES (PER CBC TABLE 504.3)
PROPOSED: 2 STORY

BUILDING HEIGHT
MAXIMUM ALLOWED: 75' (PER CBC TABLE 504.3)
PROPOSED: 45' - 0"

BUILDING AREA

TYPE 'B'
MAXIMUM ALLOWED: 69,000 SF
PROPOSED: 55,000 SF
1(:)/((70$,17(1$1&(%8,/',1*
OCCUPANCY TYPE: S-1,B
CONSTRUCTION TYPE: TYPE VB
FIRE SPRINKLERS: FULLY FIRE SPRINKLED

NUMBER OF STORIES
MAXIMUM ALLOWED: 2 STORIES (PER CBC TABLE 504.4)
PROPOSED: 1 STORY

BUILDING HEIGHT
MAXIMUM ALLOWED: 60' (PER CBC TABLE 504.3)
PROPOSED: 34'- 0"

BUILDING AREA
1 MAXIMUM ALLOWED: 36,000 SF (PER CBC TABLE 506.2)
PROPOSED: 18,500 SF

PROJECT SITE AREA
1257+
1(:/2*,67,&66+23%8,/',1*
OCCUPANCY TYPE: S-2, F-1, F-2
CONSTRUCTION TYPE: TYPE IB
FIRE SPRINKLERS: FULLY FIRE SPRINKLERED

NUMBER OF STORIES
MAXIMUM ALLOWED: 12 STORIES (PER CBC TABLE 504.4)
PROPOSED: 1 STORY

BUILDING HEIGHT
MAXIMUM ALLOWED: 180' (PER CBC TABLE 504.3)
PROPOSED: 26' - 0"

BUILDING AREA
1 MAXIMUM ALLOWED: 316,000 SF (PER CBC TABLE 506.2)
PROPOSED: 43,500 SF
1(:6725$*(%8,/',1*6
OCCUPANCY TYPE: S-2
CONSTRUCTION TYPE: TYPE VB
FIRE SPRINKLERS: FULLY FIRE SPRINKLERED

NUMBER OF STORIES
MAXIMUM ALLOWED: 3 STORIES (PER CBC TABLE 504.3)
BUILDING 'A' PROPOSED: 1 STORY
BUILDING 'B' PROPOSED: 1 STORY
BUILDING 'C' PROPOSED: 1 STORY

BUILDING HEIGHT
MAXIMUM ALLOWED: 60' (PER CBC TABLE 504.3)
BUILDING 'A' PROPOSED: 23 - 4"
BUILDING 'B' PROPOSED: 23' - 4"
BUILDING 'C' PROPOSED: 23' - 4"
BUILDING AREA1
MAXIMUM ALLOWED: 54,000 SF (PER CBC TABLE 506.2)
BUILDING 'A' PROPOSED: 9,600 SF
BUILDING 'B' PROPOSED: 9,600 SF
BUILDING 'C' PROPOSED: 19,200 SF
MATERIAL STORAGE: 2,000 SF
COVERED STORAGE: 2,600 SF
3* (6,7(23(5$7,2166800$5<
THIS PG&E FACILITY HAS BEEN IN CONTINUOUS OPERATION AT THIS LOCATION FOR OVER 60

YEARS AS A SERVICE CENTER, PROVIDING SUPPORT TO FIELD CREWS AND THEIR VEHICLES,

STORAGE OF TOOLS, EQUIPMENT AND MATERIALS NEEDED ON A REGULAR BASIS TO REPAIR, REPLACE, AND CONSTRUCT NEW INFRASTRUCTURE TO SERVE THE LOCAL COMMUNITY. THERE IS NO CHANGE IN USE PROPOSED.

THERE ARE APPROXIMATELY 130 FULL TIME EMPLOYEES THAT OCCUPY THE SITE MONDAY THROUGH FRIDAY FROM 8:00 AM TO 5:00 PM ON A REGULAR BASIS. THERE ARE ANOTHER 42

EMPLOYEES THAT ARE CONSIDERED 'HYBRID', MEANING THEIR HOURS ARE FLEXIBLE AND THEY ARE NOT ON THE SITE CONSISTENTLY.

IN ADDITION TO THE OFFICE STAFF, THERE ARE 150 FIELD CREW THAT TYPICALLY COME INTO THE FACILITY BETWEEN 6:00 AM AND 7:00 AM MONDAY THROUGH FRIDAY, PICK UP MATERIALS AND LEAVE THE SITE. THEY ARE TYPICALLY GONE FROM 8:00 AM TO 3:00 PM, WHEN THEY RETURN FLEET VEHICLES AND LEAVE THE CENTER.

THERE ARE A TOTAL OF APPROXIMATELY 322 EMPLOYEES THAT TYPICALLY WORK A STANDARD

DAY SHIFT MONDAY THROUGH FRIDAY

THERE ARE OCCASIONS WHERE LATE NIGHT OR WEEKEND WORK DEMANDS EXTRA SHIFTS -

TYPICALLY DURING WEATHER EMERGENCIES, OR SOMETIMES A PARTICULAR PROJECT SITUATION.

TYPE 'S-2'
MAXIMUM ALLOWED: 78,000 SF
PROPOSED: 27,000 SF

PG&E NO

SITE TYPE

SITE NAME

SITE CODE

BLDG CODE

BLDG NAME

FLOOR CODE
JOB NO
WARNING:

THIS DOCUMENT CONTAINS CONFIDENTIAL,

PROPRIETARY INFORMATION THAT IS THE SOLE

PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY

AND IS INTENDED FOR USE ONLY BY AUTHORIZED

PACIFIC GAS AND ELECTRIC COMPANY EMPLOYEES
AND ITS AGENTS.

ERIM

DRAWING NUMBER

SHEET NUMBER REV
JOB NO
DSGN
DWN
CHKD
SUPV
APVD 1
APVD 2
DATE
ARCH D
10987654321

DSGN DWN CHKD SUPV APVDDESCRIPTIONDATEREV

CORPORATE REAL ESTATE STRATEGY AND SERVICES

PACIFIC GAS AND ELECTRIC COMPANY

SAN FRANCISCO, CALIFORNIA
A
B
C
D
E
A
B
C
D
E
10987654321

PG&E ANTIOCH SERVICE CENTER

COVER SHEET
2111 HILLCREST AVE, ANTIOCH, CA 94509
20048 PP-000
15101
15101
3/25/2022
DGA
DGA
DGA
DGA
20048
6057011
+,//&5(67$9(
$17,2&+&$

$31
3* ($17,2&+6(59,&(&(17(5
352-(&77($0
6+((7,1'(;

PACIFIC GAS & ELECTRIC COMPANY
245 MARKET STREET, 15TH FLOOR
SAN FRANCISCO, CA 94105
TEL: 628.249.6581
CONTACT: BORIS LETUCHY
EMAIL: [email protected]
OWNER
DGA planning I architecture I interiors
1720 8TH STREET
SACRAMENTO, CA 95811
TEL: 916.441.6800
CONTACT: RICHARD PRICE
EMAIL: [email protected]

ARCHITECT

BKF ENGINEERS
1646 N. CALIFORNIA BLVD., SUITE 400
WALNUT CREEK, CA 94596
TEL: 925.940.2210
CONTACT: MELINDA THOMAS, EIT
EMAIL: [email protected]

SYSKA HENNESSY GROUP
444 S. FLOWER STREET, SUITE 2000
LOS ANGELES, CA 90071
TEL: 310.254.3625
CONTACT: ILYA POLYAKOV
EMAIL: [email protected]

MECHANICAL/ PLUMBING/ ELECTRICAL / TECHNOLOGY
ENVIRONMENTAL FORESIGHT, INC.
1700 N. BROADWAY, SUITE 401
WALNUT CREEK, CA 94596
TEL: 925.945.0300
CONTACT: KEVIN PROCTOR
EMAIL: [email protected]

LANDSCAPE
CIVIL
'(9(/230(173/$11,1*68%0,77$/3'83
'5$:,1*
12 6+((71$0(
3/$11,1*
5(68%0,77$/

GENERAL
PP-000 COVER SHEET •
PP-001. PHASING PLAN •
CIVIL
C1.00 EXISTING CONDITIONS •
C3.00 HORIZONTAL LAYOUT PLAN •
C3.10 HORIZONTAL LAYOUT PLAN •
C3.20 HORIZONTAL LAYOUT PLAN •
C3.30 HORIZONTAL LAYOUT PLAN •
C3.40 HORIZONTAL LAYOUT PLAN •
C3.50 HORIZONTAL LAYOUT PLAN •
C4.00 GRADING AND UTILITY PLAN •
C5.00 EROSION CONTROL PLAN •
C6.00 STORM WATER CONTROL PLAN •

LANDSCAPE
L0.1 PRELIM. GENERAL NOTES & LEGENDS •
L1.0 OVERALL LAYOUT PLAN •
L1.1 PRELIMINARY PLANTING PLAN •
L1.2 PRELIMINARY PLANTING PLAN •
L1.3 PRELIMINARY PLANTING PLAN •
L1.4 PRELIMINARY PLANTING PLAN •
L1.5 PRELIMINARY PLANTING PLAN •
L1.6 PRELIMINARY PLANTING PLAN •
L1.7 PRELIMINARY PLANTING PLAN •

ARCHITECTURAL
PP-100 MASTER PLAN •
PP-101 SITE SIGNAGE PLAN •
PP-201.A LOGISTICS WAREHOUSE - FLOOR PLAN •
PP-201.B LOGISTICS SHOPS - FLOOR PLAN •
PP-301.A LOGISTICS WAREHOUSE - ROOF PLAN •
PP-301.B LOGISTICS SHOPS - ROOF PLAN •
PP-401 LOGISTICS BUILDINGS - ELEVATIONS •
PP-401.1 LOGISTICS BUILDINGS - PERSPECTIVE IMAGES •
PP-501 LOGISTICS BUILDINGS - SECTIONS •
PP-202.A OPERATIONS BUILDING - FLOOR PLAN - BASEMENT •
PP-202.B OPERATIONS BUILDING - FLOOR PLAN - LEVEL 1 •
PP-202.C OPERATIONS BUILDING - FLOOR PLAN - LEVEL 2 •
PP-302 OPERATIONS BUILDING - ROOF PLAN •
PP-402 OPERATIONS BUILDING - ELEVATIONS •
PP-402.1 OPERATIONS BUILDING - PERSPECTIVE IMAGES •
PP-502 OPERATIONS BUILDING - SECTIONS •
PP-203 FLEET MAINTENANCE - FLOOR PLAN •
PP-303 FLEET MAINTENANCE - ROOF PLAN •
PP-403 FLEET MAINTENANCE - ELEVATIONS •
PP-403.1 FLEET MAINTENANCE - PERSPECTIVE IMAGES •
PP-503 FLEET MAINTENANCE - SECTIONS •
PP-204 STORAGE WAREHOUSE 'A' - FLOOR PLAN •
PP-304 STORAGE WAREHOUSE 'A' - ROOF PLAN •
PP-404 STORAGE WAREHOUSE 'A' - ELEVATIONS •
PP-504 STORAGE WAREHOUSE 'A' - SECTIONS •
PP-205 STORAGE WAREHOUSE 'B' - FLOOR PLAN •
PP-305 STORAGE WAREHOUSE 'B' - ROOF PLAN •
PP-405 STORAGE WAREHOUSE 'B' - ELEVATIONS •
PP-505 STORAGE WAREHOUSE 'B' - SECTIONS •
PP-206 STORAGE WAREHOUSE 'C' - FLOOR PLAN •
PP-306 STORAGE WAREHOUSE 'C' - ROOF PLAN •
PP-406 STORAGE WAREHOUSE 'C' - ELEVATIONS •
PP-506 STORAGE WAREHOUSE 'C' - SECTIONS •
PP-207 MATERIAL STORAGE •
PP-208 COVERED STORAGE •

ELECTRICAL
E100 ELECTRICAL SITE PLAN •
EL100 LIGHTING SITE PLAN •
EL100.1 LIGHTING SITE PLAN - WEST •
EL100.2 LIGHTING SITE PLAN - EAST •
EL100.3 LIGHTING SITE PLAN PHOTOMETRY - OVERALL •
EL100.4 LIGHTING SITE PLAN PHOTOMETRY - EAST •
EL100.5 LIGHTING SITE PLAN PHOTOMETRY - EAST •
EL100.6 LIGHTING SITE PLAN PHOTOMETRY - EAST •
EL100.7 LIGHTING SITE PLAN PHOTOMETRY - EAST •
EL100.8 LIGHTING SITE PLAN PHOTOMETRY - EAST •
EL100.9 LIGHTING SITE PLAN PHOTOMETRY - WEST •
EL100.10 LIGHTING SITE PLAN PHOTOMETRY - WEST •
EL100.11 LIGHTING SITE PLAN PHOTOMETRY - WEST •
EL100.12 LIGHTING SITE PLAN PHOTOMETRY - WEST •
EL100.13 LIGHTING SITE PLAN PHOTOMETRY - WEST •
EL100.14 LIGHTING SITE PLAN PHOTOMETRY - WEST •

TURNER CONSTRUCTION COMPANY
2500 VENTURE OAKS WAY, SUITE 200
SACRAMENTO, CA 95833
TEL: 916.441.6800
CONTACT: CLIFF KUNKEL
EMAIL: [email protected]

CONTRACTOR
3/25/2022 PLANNING APPLICATION RESUBMITTAL 24/11/2022

ATTACHMENT D
D1
(N)12' WIDE SLIDING GATE
*8$5'.,26.

GATED EXIT

GATED ENTRY
+,//&5(67 $9(18(
35,0$5<758
&.
52 87(
35,0$5<758&.5287(
6(&21'$5<758&.5287(
35,0$5<758&.5287(
20 FT.CONCRETE
20 FT.CONCRETE
)8(/,1*
67$7,21
)/((7
32/(6725$*(

LOADING ZONE

LOADING ZONE
(03/2<((3$5.,1*9,6,725
3$5.,1*$1''(/,9(5<
0$7(5,$/
6725$*(

SOUTHWEST LAYDOWN YARD

BIORETENTION
)/((73$5.,1*
)/((73$5.,1*

BIORETENTION
&29(5('
6725$*(
6725$*(
:$5(+286(
$
CNG
*(1

NORTHEAST LAYDOWN YARD
6725$*(
:$5(+286(
%
6725$*(
:$5(+286(
&
74 STALLS
26 STALLS
34 STALLS
)/((73$5.,1*
15 STALLS
52 STALLS
32/(6725$*(

LOADING
ZONE
89 STALLS
78 STALLS
32/( 6
725$*(
LO
ADING
ZONE
LO
ADING
ZONE
72 STALLS
23(5$7,216%8,/',1*
/2*,67,&6:$5(+286(
/2*,67,&66+236
(03/2<((3$5.,1*
(E) ROLLING VEHICULAR GATE
(N) FENCE TO COMPLETE PERIMETER
SECURITY. EXTENT TO BE COORDINATED

WITH (E) BUILDING DEMOLITION

DASHED LINE REPRESENTS

PV ARRAY CANOPY OVER

PARKING STALLS
(E) LANDSCAPE PLANTER

AREA TO REMAIN

ACCESSIBLE PATH OF

TRAVEL OFF SITE TO THE

PUBLIC RIGHT-OF-WAY
(N) AC PAVING IN THE DRIVE
(N) SECURITY FENCING,

BOTH SIDES OF DRIVEWAY

DIAGONAL HATCH AREA INDICATES

PEDESTRIAN CIRCULATION, LOADING

AREAS AND OUTDOOR EQUIPMENT

SPACE CLEAR OF THE VEHICULAR PATH
65'-0" TRUCK TURNING RADIUS, TYP.

AC PAVING, TYP.

UNDERGROUND PARKING
47 STALLS + 2 ADA
TRASH/

RECYCLE

BIORETENTION

VVVVVVVVVV

EV EV EV EV EV EV EV EV EV EV

EV EV EV EV EV EV EV EV EV EV
35'
11'
18'27'18'18'25'18'13'
62'
25'
39'
27'
44'
36' 115' 38'
24' 29' 30'
26' 32'

DISTANCETOPL
215'

DISTANCETOPL
321'

DISTANCETOPL
145' 36' 47'
~ 65' RAMP
27'
26' 28' 69'

DISTANCE T
OPL
415'
49'
38'35'35'36'35'
30'
25'
24'
28'
DIST.TOPL
498'
76'
47' 47'
63'
94'
124' 32' 32' 229'
87'
96'
73'
27'
25' 36' 33' 14'
37'
27'
20' 43' 20' 14'
8' 21' 35' 35'
148'
28'
28' 28'
46'
265'
44'
360'
120' 120'
360'
250'
110'
181'
90'
141'
68' 70' TYP. 15' 60' 15' 50' 15' 40'TYP.
20'
46' 41'
33' 24'
81'
24'
20'
52'
193'
37'
57'

EV
EV
265'
100'
DIST.TOPL
252'

LAYDOWN YARD
6,7(3/$1/(*(1'

BIORETENTION AREA

NEW BUILDINGS

NEW STORAGE BUILDINGS

LANDSCAPE AREA

ASPHALT PAVEMENT

ACCESSIBLE PARKING STALL

ACCESS AISLE STRIPING
1257+
(N)12' WIDE SLID
(N)12' WIDESLID

DING GATE

NORTHEAST LAYDOWN YARD
L
O
A
D
IN
N
N
G
Z
O
N
N
E
E
L
O
A
D
I
NG
G
G
Z
O
N
E
9 4
'
124'
32' 32'
229'
87'
9 6
'
1 4
8 '
2 8
'
28'
28'
2 6
5 '
4 4
'
2 0
'
1 9
3 '
3 7
'
5 7
'

NORTHEAST LAYDOWN YARD

FUTURE PACKAGE
89 ST
TALLS
72 STALLS
(03/2<
((3$5.,1*

'
11 8
'
2 77
''
11 8
'
11 8
'
2 5
'
11 8
8 '
2 5
'
3 9
'
O
P
L

*8$5'.,26.

GATE

ED EXIT

GATED ENTRY
3 5
,
0 $
0 0
5 <
7 58
7 7
&.
52 8
7 (
7 7
35,0$5<758&.5287(
35,0$5<75
58&.5287(
LOADIN
NGZONE
LOADIN

NG ZONE
)/((73$5.,1*
34 STALLS
3 5
5 '
2 7
'
4 4
4 '
3 6
'
3 8
'
29'
30'
26'
32'
D
I
S
T
A
N
N
C
E
T
O
P
L
2 1
5 '
D
I
S
T
A
N
C
E
3 2
1 '
4 47'
~65' RAMP
2 7
'
2 26'2 8' 69'
3 0
'
47'
68'
70' TYP. 15' 6
60' 15' 50' 15' 4
40'
TYP
P.T
20 20'

(03/2<((
3$5.,1*9,6,725
3$5.,1*
*$1''(/,9(5<
)/((73$5.,1*
CNG
74 STALLS
26 STALLS
78 STALLS
TRASH/

RECYCLE

V V V

VVVVVVVV
EEVEV

EV EV EV EV EV EV EV EV
EEVEV

EV EV EV EV EV EV EV EV
4'
24 N
C
E
T
O
P
L
4 5
'
36'
25'
36'
33'
14'
37'
2 7
'
20 0' 43' 20' 14'
8 21'
35'
35'

EV
EV
'
PACKAGE 4
6 (
&
2 1
'
$
'
'
5 <
7 5
7 7
8 &
.
5 2
8 7
7 (
(
7 7
7 2
0 F
T
.

C
O
N
C
R
E
T
E
2 0
F
T
T
.

C
O
N
C
R
E
T
E
0 /
6 (

SOUTHWEST LAYDOWN YARD
9 9(5('
672
)/((73$5.,1*
)/((7 3$5.,1*
15 STALLS
52 STALLS
L
O
A
D
I
N
G
Z
O
N
N
E
D
I
S
T
A
N
C
E
T
O
O
P
L
4 1
5 '
3 3
8 '
3 5
'
3 5
'
3 6
'
3 5
'
2 5
'
2 4
'
28'
D
I
S
T
.

T
O
P
L
4 9
8 '
7 7
6 '
47'
63'
46 6' 41'
33' 24'
8 8
1 1
'
'
2 4
'

2 6
5 '
1 0
0 '
D
I
S
T
.

T
T
O
P
L
2 5
2 2
'

SOUTHWEST LAYDOWN YARD
/2*
,67,&6:$5(+2
286(
360'
120'
32/(67
725$*(
/
2*,67,&66+23
36 120'
360'

LOGISTICS WAREHOUSE

LOGISTICS SHOPS

POLL STORAGE
BIOR

RETENTION
1 1
5 '

BIORETENTION
PACKAGE 3
23 3(5$7,216%8,
,/',1*

UNDERGROUND PARK

UNDERGROUND PARK
KING
KING
47 STALLS + 2 ADA
250'
110'
1 '

OPERATIONS BUILDING
)/((7
1 8
1 '
9 0
0 '
FLEET
6725
5$*(
:$5(+
286(
$
73'
1 141'

STORAGE

WAREHOUSE

COVERED STORAGE

MATERIAL

STORAGE
L
O
A
D
I
N
G
Z
O
N
N
E
3 2
(
6 7
2 5
$
*
*
(
G

POLL STO
RA
G
3 3
2 2
/
/
(
(
6 6
7 7
2 2
5 5
$
$
*
*
*
*
(
(
B
B
I
O
R
ON
B
BIORET
ENTI
O
B
B
B
B
I
I
O
O
R
R
E
E
T
T
E
E
N
N
T
T
I
I
O
O
N
N
6725$*(
:$5(+286(
&
6725$*
*(
:$5(+286
6(
%

STORAGE
WAREHOUSE ‘B’

STORAGE
WAREHOUSE ‘C’
3 2
/
(
(
6 67
7 7
7 7
2 2
5 $
*
(
L
O
A
D
I
NG
G
G
Z
O
N
E
N
O
N
E

POLL STORAGE
BIORE

ETENTION

BIORETENTION

BIORETENTION
46'
5 2
'

BIORETENTION
PACKAGE 3
PACKAGE 4
PACKAGE 2

FUTUREPACKAGE
Phase 2A
- Install underground Utilities
- Install North bioretention pond
for Logistics building
Phase 2B
- Construct Logistic building
- Construct shops building
- Paving
- Pole storage
-Repave Employee Parking
- Grade area
- Install bioretention pond
- Install underground utilities
- Construct new ﬂeet building
- Pole Storage
- Fueling station
- Pave area
- Site Finishes
- Demo existing buildings
(Operations and Fleet)
- Grade area install new utilities
- Build new Operation Building
- Pave area install all site lighting and
striping
- CNG Station
- Build overhead storage
- Build bioretention ponds
- install lighting and security
- Pave area
- Poll Storage
*(1
GEN
)8(/,1*
67$7,21

FUELINGSTATION
PACKAGE 2

PG&E ANTIOCH PHASING PLAN
CONSTRUCTION: 2023 CONSTRUCTION: 2024 CONSTRUCTION: 2025 CONSTRUCTION: TBD
2A
2A
2A
2A
2A
2A
MAKE READY PACKAGE 2A

PERMIT LIMIT OF WORK
PP-001

PHASING

MASTER PLAN
D2

OPERATIONS BUILDING

FLEETBUILDING
10''W
10''W
10''W
10''W
SD
SD
SD
SD
SD
SD
6''SS
6''SS
FH
G
G
G
G
G
G
G
G
G

GGGGGGGGGGG
G
G
GGGGGG
G
G
GGGGG
G
G
G
FO
FO
FOFO
G
G
G
G
G G
G

G G G G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
E
E
E
E
E
E
OH
OH
OH
OH
E
E
E
E
E
E
E
E
E
E
E E E
OHOH
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
15''SD
15''SD
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
OH
OH
OH
OHOHOH
OH
E
E
E
E
E E
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
10''W
SD
24''SD
8''SD
8''SD
15''SD 15''SD
SDSD
SD
SD
SD

SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
SD
E
E
E
E
W
W
WWWW
W
4''SS
4''SS
4''SS
4''SS
4''SS
4''SS
4''SS
4''SS
4''SS
G
G

GGGGGGGGG
GG
G G

GGGGGGG
G
G
GGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6''SD

IRRIRRIRROHOHOH
OH
OH
OH
EEEE
EE
12''P
12''P
12''P
12''P
12''P
12''P
12''P
12''P
12''P
12''P
12''P12''P
12''P12''P12''P12''P12''P12''P12''P12''P12''P12''P12''P12''P 12''P12''P12''P
12''P12''P
12''P
12''P12''P
12''P
E
E
E
EE
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRRIRR
IRR
IRR
G
IRR
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COM
E
E
6''FW
6''FW
E
E
E
E
JT E
E
G
OH
OH
OH
OH
OH
OH
OH
OH
OHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
E
E
E
E
E E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
FO
FO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
OH
OH
OH
OH
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E

1.5"W
20' EASEMENT FOR TRANSMISSION

AND DISTRIBUTION OR

ELECTRICITY PURPOSES
30' EASEMENT FOR GAS AND

OIL PIPELINE PURPOSES
12' EASEMENT FOR

PIPELINE PURPOSES

EXISTING DRIVEWAY

ENTRANCE

EXISTING DRIVEWAY

ENTRANCE

EXISTING DRIVEWAY

ENTRANCE

80.0'

CURB TO
CURB

88.0'

PROPERTY

LINE TO

PROPERTY
LINE

41.0'

73.0'

90.0'

19.0'

25.0'

66.0'

86.0'
139.0'

EXISTING LOGISTICS

SHOPS COMPOUND
LEGEND

EELECTRICAL LINE

NATURAL GAS LINE

FIBER OPTIC LINE
G
FO

PETROLEUM LINEPET

OVERHEAD LINEOH

PROPERTY LINE

COMMUNICATIONS LINECOM

STORM DRAIN PIPESD

SANITARY SEWER PIPESS

WATER LINEW

BUILDING/STRUCTURE/CONTAINER

APPROXIMATE CORING LOCATIONS
- SEE TABLE 1 FOR DETAILS

LANDSCAPE
GRAVEL

CONCRETE

ASPHALT PAVEMENT

GENERAL NOTES

1. CONTRACTOR SHALL PROTECT ALL EXISTING FENCING, WALLS, TREES, CURBS, ABOVE GROUND UTILITIES (JOINT

POLES AND STREET LIGHTS), AND UNDERGROUND UTILITIES (STORM DRAIN, SANITARY SEWER, WATER AND GAS) UNLESS OTHERWISE NOTED.

2. SHALLOW UTILITIES MAY BE PRESENT. CONTRACTOR SHALL IDENTIFY AND LOCATE ALL UTILITIES IN PROJECT AREA PRIOR TO CONSTRUCTION.

3. CONTRACTOR IS RESPONSIBLE TO LEGALLY DISPOSE OF ALL REMOVED MATERIALS AT THE CONTRACTORS EXPENSE.

4. CONTRACTOR TO PROTECT ALL TREES NOT DESIGNATED TO BE REMOVED, INCLUDING BUT NOT LIMITED TO TREES WITHIN AND OUTSIDE OF THE PROJECT LIMIT OF WORK.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL OF THE WORK PERFORMED BY HIS/HER SUBCONTRACTORS, WITHOUT EXCEPTION.

6. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE

CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.

THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

7. THE CONTRACTOR SHALL IDENTIFY A RESPONSIBLE CONTACT, WHO IS AN EMPLOYEE OF THE CONTRACTOR, AND A 24-HOUR TELEPHONE NUMBER TO CALL TO RESOLVE PROBLEMS WITH NOISE, DUST OR OTHER CONSTRUCTION-RELATED ISSUES.

8. CONSTRUCTION ACTIVITY SHALL BE RESTRICTED TO THE HOURS APPROVED BY THE CITY OF ANTIOCH.

9. ALL REPAIRED OR REPLACED CONCRETE TO BE SAWCUT AT NEAREST CONSTRUCTION JOINT UNLESS OTHERWISE

8. CONSTRUCTION ACTIVITY SHALL BE RESTRICTED TO THE HOURS APPROVED BY THE CITY OF ANTIOCH.

9. ALL REPAIRED OR REPLACED CONCRETE TO BE SAWCUT AT NEAREST CONSTRUCTION JOINT UNLESS OTHERWISE NOTED ON PLANS.

10. CONTRACTOR TO COORDINATE WITH PG&E TO ARRANGE YARD EQUIPMENT RELOCATION ON SITE DURING CONSTRUCTION AND REPAVING.

BASIS OF BEARINGS:

EXISTING CONDITION NOTES

1. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN IN THESE PLANS WAS PERFORMED BY BKF ENGINEERS ON MAY 26, 2020. THE MAP WAS PREPARED USING PHOTOMETRIC METHODS.

2. IN AREAS OF DENSE VEGETATION, ACCURACY OF CONTOURS MAY DEVIATE FROM ACCEPTED ACCURACY STANDARDS.

3. ALL EXISTING UTILITIES HAVE BEEN PLOTTED FROM RECORD INFORMATION AND FIELD TOPOGRAPHIC SURVEY.

THE TYPES, LOCATION, SIZES AND DEPTHS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS MAY VARY AND ADDITIONAL FACILITIES MAY EXIST.

4. PROTECT ALL EXISTING UNDERGROUND UTILITIES UNLESS OTHERWISE NOTED ON THE PLAN.

5. THE CONTRACTOR SHALL EXERCISE DUE CAUTION DURING CONSTRUCTION TO PROTECT ANY EXISTING

UNDERGROUND UTILITIES, UTILITY BOXES, STRUCTURES, EXISTING LANDSCAPING, FIXTURES, EQUIPMENT, CONCRETE SIDEWALK, CONCRETE CURB AND GUTTER, AND AC/CONCRETE PAVING TO REMAIN. ANY DAMAGE

RESULTING FROM CONTRACTOR OPERATIONS SHALL BE REPAIRED AS DIRECTED BY PG&E, AT NO ADDITIONAL COST TO PG&E.

1. BEARINGS ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983 (NAD83), EPOCH 2017.50, AS

PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER, CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 3. DISTANCES ARE GROUND BASED. MULTIPLY BY A COMBINED SCALE FACTOR OF 0.9999410621 TO OBTAIN GRID DISTANCES.

1. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) ESTABLISHED BY SPOCH 2017.50 ELLIPSOID HEIGHTS AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER AND NGS GEOID 18.

BENCHMARK:

BASIS OF BEARINGS:

PG&E ANTIOCH SERVICE CENTER
SITE IMPROVEMENTS (PACKAGE #2)
200175

BKF ENGINEERS
S. CHEN
M. THOMAS
J. YOUNG
12/11/2023
2111 HILLCREST AVE, ANTIOCH, CA BKF SC MTJY JW 03.18.22PLANNING APPLICATION RESUBMITTAL 2 J. WHITE

PG&E NO

SITE TYPE

SITE NAME

SITE CODE

BLDG CODE

BLDG NAME

FLOOR CODE
JOB NO
WARNING:

THIS DOCUMENT CONTAINS CONFIDENTIAL,

PROPRIETARY INFORMATION THAT IS THE SOLE

PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY

AND IS INTENDED FOR USE ONLY BY AUTHORIZED

PACIFIC GAS AND ELECTRIC COMPANY EMPLOYEES
AND ITS AGENTS.

ERIM

DRAWING NUMBER

SHEET NUMBERREV
JOB NO
DSGN
DWN
CHKD
SUPV
APVD 1
APVD 2
DATE
ARCH D
10 9 8 7 6 5 4 3 2 1

DSGN DWN CHKD SUPV APVD DESCRIPTION DATE REV

CORPORATE REAL ESTATE STRATEGY AND SERVICES

PACIFIC GAS AND ELECTRIC COMPANY

OPERATIONS BUILDING

FLEETBUILDING