Agenda packet, regular meeting — National City City Council, November 4, 2025 (part 1 of 7)

AGENDA
Consolidated Regular Meeting
City Council Chamber - 1243 National City
Boulevard, National City, CA
Ron Morrison, Mayor
Marcus Bush, Vice-Mayor – District 4 Scott W. Huth, Interim City Manager Luz Molina, Councilmember- District 1 Barry J. Schultz, City Attorney Jose Rodriguez, Councilmember -District 2 Shelley Chapel, MMC, City Clerk Ditas Yamane, Councilmember – District 3
_______________________________________________________________________

The City Council also sits as the City of National City Community Development Commission, Housing Authority, Joint Powers Financing Authority, and Successor Agency to the Community Development Commission as the National City Redevelopment Agency
Thank you for participating in local government and the City of National City Council Meetings.

Meetings: Regular City Council Meetings are held on the first and third Tuesday of the month at 6:00 p.m. Special Closed Session Meetings and Workshops may be same d ay, the start time is based on needs. Check Special Agendas for times.

Location: Regular City Council Meetings are held in the Council Chamber located at City Hall, 1243 National City Boulevard, National City, CA 91950, the meetings are open to the public.

Agendas and Material: Agendas and Agenda Packet for items listed are available on the City website, and distributed to the City Council no less than 72 hours before the City Council Meeting.

Public Participation: Encouraged in a number of ways as described below. Members of the public may attend the City Council Meeting in person, watch the City Council Meeting via live web stream, or participate remotel y via Zoom. Recording of Meetings are archived and available for viewing on the City’s website.

To listen to the live stream in Spanish, you must register for Zoom prior to the meeting for access.

All Zoom registration must be completed two (2) hours prior to the City Council Meeting for access.

Public Comment: Persons wishing to address the City Council on matters not on the agenda may do so under Public Comments. Those wishing to speak on items on the agenda may do so when the item is being considered. Please submit a Speaker’s Slip to the City Clerk before the meeting or immediately following the announcement of the item. All comments will be limited up to three (3) minutes. The Presiding Officer shall have the authority to reduce the time allotted to accommodate for a large number of speakers.
(City Council Policy 104)
All written comment must be submitted no later than four (4) hours prior to the start of the meeting to allow time for distribution to the City Council.

EFFECTIVE JANUARY 1, 2023
All Contributions to Candidates and Current Elected Officials are required to self -report a Declaration of Campaign Contribution to a Councilmember of more than $250 within the past year (effective Jan 1, 2023). This report may be included on the Public Comment Speaker Slip to be completed prior to the City Council Meeting.

Spanish Interpretation Services: Spanish Interpretation Services are available; please contact the City Clerk before the start of the meeting for assistance. [email protected] American Disabilities Act Title II: In compliance with the American Disabilities Act of 1990, persons with a disability may request an agenda in appropriate alternative formats as required by Title II. Any person with a disability who requires a modification or accommodation to participate in a meeting should direct such request to the City Clerk’s Office (619) 336-4228 at least 24 hours in advance of the meeting.

The City Council also sits as the City of National City Community Development Commission, Housing Authority, Joint Powers Financing Authority, and Successor Agency to the Community Development Commission as the National City Redevelopment Agency
Gracias por participar en las reuniones del gobierno local y del Consejo de la Ciudad de National City.

Reuniones: Las reuniones regulares del Consejo Municipal se llevan a cabo el primer y tercer martes del mes a las 6:00 p.m. La reunión especial de sesión privada y los talleres pueden ser el mismo día, la hora de inicio se basa en las necesidades. Consulte las agendas especiales para conocer los horarios.

Ubicación: Las reuniones regulares del Concejo Municipal se llevan a cabo en la Cámara del Consejo ubicada en el Ayuntamiento, 1243 National City Boulevard, National City, CA 91950, las reuniones están abiertas al público.

Agendas y Material: Las Agendas y el Paquete de Agenda para los temas enumerados están disponibles en el sitio web de la Ciudad y se distribuyen al Concejo Municipal no menos de 72 horas antes de la Reunión del Concejo Municipal. Regístrese para recibir notificaciones electrónicas cuando se publiquen artículos.

Participación pública: Se fomenta de varias maneras como se describe a continuación. Los miembros del público pueden asistir a la Reunión del Concejo Municipal en persona, ver la Reunión del Concejo Municipal a través de la transmisión web en vivo o participar de forma remota a través de Zoom. Las grabaciones de las reuniones están archivadas y disponibles para su visualización en el sitio web de la Ciudad.

Para escuchar la transmission en Español, registration por Zoom es requerido antes del comienzo de la sesión.

Todo registro para la trasmisión por Zoom debe completarse dos (2) horas antes de la Reunión
del Concejo Municipal.

Comentario Público: Las personas que deseen dirigirse al Concejo Municipal sobre asuntos que no están en la agenda pueden hacerlo bajo Comentarios públicos. Quienes deseen hacer uso de la palabra sobre los temas del programa podrán hacerlo cuando se esté examinando el tema.

Por favor, envíe una solicitud del orador al Secretario de la Ciudad antes de la reunión o inmediatamente después del anuncio del artículo. Todos los comentarios estarán limitados a tres (3) minutos. El Presidente tendrá la autoridad para reducir el tiempo asignado para dar cabida a un gran número de oradores. (Política del Concejo Municipal 104)

Si desea enviar comentarios por escrito, envíe un correo electrónico a la Oficina del Secretario de la Ciudad al menos 1 hora antes de la Reunión del Consejo Municipal para dar tiempo a la distribución al Consejo Municipal.

Todos comentarios deben estar sometidos a más tardar cuatro (4) horas antes del comienzo de la sesión.

A PARTIR DEL 1 DE ENERO DE 2023
Todas las contribuciones a los candidatos y funcionarios electos actuales deben autoinformar una Declaración de contribución de campaña a un concejal de más de $ 250 en el último año (a partir del 1 de enero de 2023). Este informe puede incluirse en el Recibo del orador de comentarios públicos que se completará antes de la reunión del Concejo Municipal Servicios de interpretación en español: Los servicios de interpretación en español están disponibles, comuníquese con el Secretario de la Ciudad antes del inicio de la reunión para obtener ayuda.

Título II de la Ley de Discapacidades Americanas: En cumplimiento con la Ley de Discapacidades Americanas de 1990, las personas con discapacidad pueden solicitar una agenda en formatos alternativos apropiados según lo requerido por el Título II. Cualquier persona con una discapacidad que requiera un modificación o adaptación para participar en una reunión debe dirigir dicha solicitud a la Oficina del Secretario de la Ciudad (619) 336 -4228 al menos 24 horas antes de la reunión.

State of California )
)ss.

County of San Diego )

AFFIDAVIT OF POSTING
I, Shelley Chapel, MMC, City Clerk of the City of National City, hereby declare under penalty of perjury that this notice of a Regular Meeting as called by the City Council of the City of National City was posted and provided on Thursday, October 30, 2025, at 6:00 p.m. Said meeting to be held Tuesday, November 4, 2025, at 6:00 p.m. in the City Hall, City Council Chambers, 1243 National City Blvd., in the City of National City, California. Said notice was posted on the Bulletin Boards in front of City Hall and the Library.

Shelley Chapel
Shelley Chapel, MMC, City Clerk

AGENDA
Consolidated Regular Meeting

Tuesday, November 4, 2025, 6:00 p.m.

City Council Chamber - 1243 National City Boulevard
National City, CA
Pages

1. CALL TO ORDER

2. ROLL CALL

3. PLEDGE OF ALLEGIANCE TO THE FLAG

4. INVOCATION

5. PUBLIC COMMENT
In accordance with State law, an item not scheduled on the agenda may be brought forward by the general public for comment; however, the City Council will not be able to discuss or take action on any issue not included on the agenda. Speakers will have up to three (3) minutes.

6. PROCLAMATIONS AND RECOGNITION

6.1 Proclamation - Phil Am BID STARBlazers & TOP HATs Day 6

6.2 Introduction of New City Employees 7

7. PRESENTATION (Limited to Five (5) Minutes each)

7.1 National City Planning Commission & Housing Advisory Committee Annual Report for 2025.
8 8. REGIONAL BOARDS AND COMMITTEE REPORTS (Limited to Five (5) Minutes each) Per Government Code Section 53232.3(d) also known as AB1234:

Members of a legislative body shall provide brief reports on meetings attended at the expense of the local agency at the next regular meeting of the legislative body.

9. CONSENT CALENDAR
The Consent Calendar may be enacted in one motion by the City Council with a Roll Call Vote without discussion unless a Councilmember, a member of the Public, or the City Manager requests an item be removed for discussion. Items removed from the Consent Calendar will be considered immediately following the adoption of the Calendar.

9.1 Approval of Reading by Title Only and Waiver of Reading in Full of Ordinance on this Agenda

9.2 First Amendment to the Agreement with 24 Hour Elevator, Inc. for Citywide Elevator Services
14 Recommendation:

Adopt a Resolution Entitled, “Resolution of the City Council of the City of National City, California, Authorizing the Mayor to Execute a First Amendment to the Agreement with 24 Hour Elevator, Inc. to Extend the Agreement by One Year to June 30, 2027, and to Increase the Not-to-Exceed Amount by $35,000 for a Total Not-to-Exceed Amount of $85,000.”

9.3 First Amendment to the Agreement with The Steinhilber Corporation dba JJJ Enterprises for Citywide Fire and Security Alarm Monitoring Services 19 Recommendation:

Adopt the Resolution Entitled, “Resolution of the City Council of the City of National City, California, Authorizing the Mayor to Execute a First Amendment to the Agreement with The Steinhilber Corporation dba JJJ Enterprises to Extend the Agreement by One Year to June 30, 2027, and to Increase the Not- to-Exceed Amount by $35,000, for a Total Not-to-Exceed Amount of $85,000.”

9.4 Increases to Salaries and Benefits for Executive and Management Groups. 24 Recommendation:

Adopt the Resolution Entitled, “Resolution of the City Council of the City of National City, California, Approving Salary and Benefit Changes for the Executive and Management Employee Groups and Authorizing a Fiscal Year 2025-2026 Budget Appropriation in the Amount of $1,120,441 to Fund the Stated Salary and Benefit Increases.”

9.5 Land Use Code Amendment to Restore Omitted Sections 18.10.060 (Rules of Measurement), 18.11.120 (Interim uses), 18.22.020 (Allowed land uses et seq.), 18.30.310 (Tattoo parlors et al), 18.30.340 & 345 (Medical marijuana dispensaries and cultivation).
43 Recommendation:

Initiate the Code Amendment.

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9.6 Notice of Decision – Planning Commission Approval of a Conditional Use Permit (CUP) for a Drive-Through Coffee Shop (Dutch Bros Coffee) to be Located at 1838 Sweetwater Road.
51 Recommendation:

Staff Recommends Approval of the Conditional Use Permit (CUP) Request for a Drive-Through Coffee Shop, Subject to the Recommended Conditions in the Attached Planning Commission Resolution No. 2025-16 and a Determination that the Project is Exempt from CEQA. A Drive-Through is a Conditionally- Allowed Use in the Major Mixed-Use District Zone.

9.7 One-year Extension of American Medical Response Contract with the City of National City
171
Recommendation:

Adopt the Resolution Entitled, “Resolution of the City Council of the City of National City, California, Approving and Authorizing the Mayor to Execute the Tenth Amendment to the Agreement by and between the City of National City and American Medical Response Ambulance Service, Inc. to Continue to Provide Basic and Advanced Life Support Ambulance Transportation Services Effective from September 1, 2025 through August 31, 2026.”

9.8 Professional Services Agreement with SCI Consulting Group for Ongoing Cannabis Program Support Services — Term Through June 30, 2027; Not-to- Exceed $47,000 Per Fiscal Year.
179
Recommendation:

Adopt the Resolution Entitled, “Resolution of the City Council of the City of National City, California, Authorizing the Mayor to Execute an Agreement with SCI Consulting Group for Ongoing Cannabis Program Support Services for a Not-To-Exceed Amount of $47,000 Per Fiscal Year.”

9.9 Investment Transactions for the Month Ended July 31, 2025. 208 Recommendation:

Accept and File the Investment Transaction Ledger for the Month Ended July 31, 2025.

9.10 Investment Transactions for the Month Ended August 31, 2025. 220 Recommendation:

Accept and File the Investment Transaction Ledger for the Month Ended August 31, 2025.

9.11 Warrant Register No. 10 for the Period of 8/29/25 through 9/4/25 in the Amount of $5,094,004.91
233
Recommendation:

Ratify Warrants Totaling $5,094,004.91.
243

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9.12 Warrant Register No. 11 for the Period of 9/5/25 through 9/11/25 in the Amount of $2,586,414.27
Recommendation:

Ratify Warrants Totaling $2,586,414.27.

9.13 Warrant Register No. 12 for the Period of 9/12/25 through 9/18/25 in the Amount of $3,716,949.26
252
Recommendation:

Ratify Warrants Totaling $3,716,949.26.

10. CONTINUED PUBLIC HEARING

10.1 Continued Public Hearing – Adoption of an Amendment of NCMC 9.38 Establishing a Tobacco Retail License Program
261
Recommendation:

Adopt the Ordinance Entitled, “An Ordinance of the City Council of the City of National City, California, Amending Title 9 of the National City Municipal Code by Amending Chapter 9.38 Pertaining to Tobacco Retailer Licensing and Restricting the Sale, Display and Promotion of Tobacco to Youth.”

10.2 Continued Public Hearing to Consider Certification of a Final EIR to Assess Project Impacts & Appeal of the Planning Commission Denial of a Conditional Use Permit & Coastal Development Permit for a Proposed Fuel Transfer Facility on BNSF Property.
292
Recommendation:

Staff Recommends Approving the Appeal and Adopting Separate Resolutions Entitled:

1. “A Resolution of the City Council of the City of National City, California, Certifying a Final Environmental Impact Report for a Proposed Fuel Transfer Facility (San Diego Clean Fuels LLC) within BNSF Railroad Right-of-Way and BNSF-Owned Property, Located West of the 1800 Block of Cleveland Avenue and North of West 19th Street, North to Civic Center Drive,”

2. “A Resolution of the City Council of the City of National City, California, Approving a Conditional Use Permit and Coastal Development Permit for a Proposed Fuel Transfer Facility (San Diego Clean Fuels LLC) within BNSF Railroad Right-of-Way and BNSF-Owned Property, Located West of the 1800 Block of Cleveland Avenue and North of West 19th Street, North to Civic Center Drive,”
and;

3. “A Resolution of the City Council of the City of National City, California, Denying the Appeal and Affirming the Planning Commission Denial of a Conditional Use Permit and Coastal Development Permit for a Proposed Fuel Transfer Facility (San Diego Clean Fuels LLC) Within BNSF Railroad Right-of-

Page 4 of 833 ends

Way and BNSF-Owned Property, Located West of the 1800 Block of Cleveland Avenue and North of West 19th Street, North to Civic Center Drive.

11. PUBLIC HEARING
The following item(s) have been advertised as public hearing(s) as required by law.

11.1 Public Hearing - 2025 Development Impact Fees Schedule 536 Recommendation:

Hold a Public Hearing and Adopt the Resolution Entitled, “Resolution of the City Council of the City of National City, California, Adopting the 2025 Development Impact Fee Schedule.”

11.2 Amendments to the Neighborhood Services and Building Department Fees in the 2025 City of National City Master Fee Schedule
643
Recommendation:

Hold a Public Hearing and Adopt the Resolution Entitled: “Resolution of the City Council of the City of National City, California, Adopting Updated City User Fees for the Neighborhood Services and Building Departments and Updating the Master Fee Schedule.”

11.3 Continued Public Hearing and Introduction of Multiple Ordinances Amending the National City Municipal Code Chapters 15.08, 15.14, 15.20, 15.24, 15.75,

15.78 and 15.79 Related to California Codes for Electrical, Energy, Building, Plumbing, and Mechanical.
783
Recommendation:

Introduce the Ordinances for the 2025 California Building Code; the 2025 California Residential Code; the 2025 California Existing Building Code; the 2025 California Electrical Code and 2023 National Electrical Code; the 2025 California Mechanical Code; the 2025 California Plumbing Code; the 2025 California Energy Code; the 2025 California Green Building Standards Code; and all Appendices Related to These Codes; Receive Public Input; and Schedule for the Meeting of November 18, 2025, for Consideration and Adoption.

12. CITY MANAGER’S REPORT

13. ELECTED OFFICIALS REPORT

14. CITY ATTORNEY REPORT

15. ADJOURNMENT
Regular Meeting of the City Council of the City of National City - Tuesday, November 18, 2025 - 6:00 p.m. - Council Chambers - National City, California.

Page 5 of 833 ends

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AGENDA REPORT

Department: Planning
Prepared by: Martin Reeder, AICP – Acting Director of Community Development Meeting Date: Tuesday, November 4, 2025
Approved by: Scott W. Huth, Interim City Manager

SUBJECT:

National City Planning Commission & Housing Advisory Committee Annual Report for 2025.

RECOMMENDATION:

Not Applicable

BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable

EXPLANATION:

Each Board, Committee, and Commission is required to provide an report on the activities of the respective group to the City Council on an annual basis. The Planning Commission Chair will be providing their annual report for 2025. The last report was in October of 2024.

FINANCIAL STATEMENT:

No financial impact. Report only.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Communication and Outreach

ENVIRONMENTAL REVIEW:

This is not a project under CEQA , and is therefore , not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act

ORDINANCE:

Not Applicable

EXHIBIT:

Exhibit A – PowerPoint Presentation – Annual Report 2025

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City of National City

NATIONAL CITY PLANNING COMMISSION &
HOUSING ADVISORY COMMITTEE ANNUAL REPORT (FY 25)
The image on this layout can be
replaced. Select the layout slide
and click on the picture icon for
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content holder.

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Meeting Statistics (FY 25)
2025
• Planning Commission Meetings
• 3
2024
• Planning Commission Meetings
• 5
• Joint Planning Commission &
Housing Advisory Meetings
• 1

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Commission Action
• Conditional Use Permit (7)
• Grocery & Restaurant Alcohol Sales
• Gas station mixed-use (denial)
• Code Amendment (1)
• Zoning Map Change
• Coastal Development Permit (1)
• CUP for alcohol
• Subdivision (2)
• East 21st Street (2 lots)
• Van Ness Avenue (2 lots)
• Zone Variance (1)
• New SFR
• Street Vacation (1)
• Orange Avenue

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Highlights
• Bylaws
• Review & Update
• Training
• Process & Procedures (Attorney)
• Planning Commissioner Academy (3)
• Membership
• Resignation (1)
• New appointee – 7 members

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Questions?

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AGENDA REPORT

Department: Engineering & Public Works
Prepared by: Tirza Gonzales, Operations Manager
Meeting Date: Tuesday, November 4, 2025
Approved by: Scott W. Huth, Interim City Manager

SUBJECT:

First Amendment to the Agreement with 24 Hour Elevator, Inc. for Citywide Elevator Services

RECOMMENDATION:

BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable.

EXPLANATION:

On July 1, 2023, the City of National City entered into an Agreement with 24 Hour Elevator, Inc. to provide citywide elevator services. The original Agreement is for a not -to-exceed amount of $50,000, and for a term of three (3) years, with an option to extend for an additional one (1) year term.

Historically, 24 Hour Elevator, Inc. has provided services to the City in the amount of approximately $20,000 per year . H owever, this year there were unforeseen elevator issues at the National City Police Department, the Kimball House, and City Hall resulting in the contract amount having been expended sooner than expected.

Based on the performance, quality of work, and need for continuous specialized elevator services provided by this vendor, staff is requesting that City Council approve a First Amendment to the Agreement with 24 Hour Elevator, Inc., exercising the extension provision to extend the term of the Agreement by one year to June 30, 202 7 and increasing the not -to-exceed amount of the Agreement by $35,000, for a total not-to-exceed amount of $85,000.

FINANCIAL STATEMENT:

Appropriations for this service are included annually in the Facilities Maintenance & Operations budget.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Not Applicable

ENVIRONMENTAL REVIEW:

This is not a project under CEQA , and is therefore , not subject to environmental review.

CCR15378; PRC 21065.

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PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable

EXHIBITS:

Exhibit A – Amendment
Exhibit B- Resolution

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Amended Agreement Page 1 of 2 City of National City and Revised February 2023 24 Hour Elevator, Inc.

FIRST AMENDMENT TO THE AGREEMENT

BY AND BETWEEN

THE CITY OF NATIONAL CITY
AND
24 HOUR ELEVATOR, INC.

THIS FIRST AMENDMENT TO THE AGREEMENT is entered into this 4th day of November, 2025, by and between the CITY OF NATIONAL CITY, a municipal corporation (“CITY”), and 24 HOUR ELEVATOR, INC., a California corporation (the “CONTRACTOR”).

RECITALS

WHEREAS, the CITY and the CONTRACTOR entered into an agreement on July 1, 2023 (the “Agreement”) for the term of July 1, 2023 to June 30, 2026 , wherein the CONTRACTOR agreed to provide citywide elevator services for a not-to-exceed amount of $50,000, and an initial term of three (3) years, with the option to extend this term for up to three (3) one-year extensions; and

WHEREAS, based on the CONTRACTOR’s performance and quality of work, and to ensure continuation of specialized citywide elevator services, the CITY desires to have the CONTRACTOR continue providing elevator services, and the CONTRACTOR is willing to perform such services; and

WHEREAS, the parties desire to amend the Agreement by exercising the extension provision to extend the term of the Agreement to June 30, 2027, and to increase the not-to-exceed amount by $35,000, for a total not-to-exceed amount of $85,000.

AGREEMENT

NOW, THEREFORE, the parties hereto agree that:

1. The July 1, 2023 Agreement, in exercise of the extension provision, is hereby amended to extend the term of the Agreement by one (1) year to June 30, 2027.

2. The July 1, 2023 Agreement is hereby amended to increase the not-to-exceed amount by $35,000, for a total not-to exceed amount of $85,000.

3. The parties further agree that, with the foregoing exceptions, each and every other term and provision of the July 1, 2023 Agreement shall remain in full force and effect

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Amended Agreement Page 2 of 2 City of National City and Revised February 2023 24 Hour Elevator, Inc.

IN WITNESS WHEREOF, the parties hereto have executed this First Amendment to the Agreement on the date and year first above written.

CITY OF NATIONAL CITY

By: __________________________
Ron Morrison, Mayor

APPROVED AS TO FORM:

By: ____________________________
Barry J. Schultz,
City Attorney

24 HOUR ELEVATOR, INC.
(Corporation – signatures of two corporate
officers required)
(Partnership or Sole proprietorship – one
signature)

By: ______________________________
(Name)

______________________________
(Print)

______________________________
(Title)

By: ______________________________
(Name)

______________________________
(Print)

______________________________
(Title)

Page 17 of 833 ends

RESOLUTION NO. 2025 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA ,

AUTHORIZING THE MAYOR TO EXECUTE A FIRST AMENDMENT TO THE AGREEMENT WITH 24 HOUR ELEVATOR, INC. TO EXTEND THE AGREEMENT BY ONE YEAR TO JUNE 30, 2027, AND TO INCREASE THE NOT-TO-EXCEED AMOUNT BY $ 35,000 FOR A TOTAL NOT-TO-EXCEED AMOUNT OF $85,000.

WHEREAS, on July 1, 2023, the City of National City (“C ity”) entered into an agreement (the “Agreement”) with 24 Hour Elevator, Inc. to provide citywide elevator services for a not-to- exceed amount of $50,000, with an initial term of three (3) years, with the option to extend for up to three (3) one-year extensions; and

WHEREAS, based on the ir performance and quality of work , and to ensure the continuation of specialized elevator services, staff recommends approval of a First Amendment to extend the term of the Agreement with 24 Hour Elevator, Inc. by one (1) year to June 30, 2027, and to increase the not -to-exceed amount by $ 35,000, for a total not -to-exceed amount of $85,000.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:

Section 1: That the City Council hereby authorizes the Mayor to execute a First Amendment to the agreement with 24 Hour Elevator, Inc. to extend the agreement by one year to June 30, 2027 and to increase the not-to-exceed amount by $35,000, for a total not-to-exceed amount of $85,000.

Section 2: That the City Cler k shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.

PASSED and ADOPTED this 4th day of November 2025.

Ron Morrison, Mayor
ATTEST:

Shelley Chapel, MMC, City Clerk

APPROVED AS TO FORM:

Barry J. Schultz, City Attorney

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AGENDA REPORT

Department: Engineering and Public Works
Prepared by: Tirza Gonzales, Operations Manager
Meeting Date: Tuesday, November 4, 2025
Approved by: Scott W. Huth, Interim City Manager

SUBJECT:

First Amendment to the Agreement with The Steinhilber Corporation dba JJJ Enterprises for Citywide Fire and Security Alarm Monitoring Services

RECOMMENDATION:

Adopt the Resolution Entitled , “ Resolution of the City Council of the City of National City, California, Authorizing the Mayor to Execute a First Amendment to the Agreement with The Steinhilber Corporation dba JJJ Enterprises to Extend the Agreement by One Year to June 30, 2027, and to Increase the Not-to-Exceed Amount by $35,000, for a Total Not-to-Exceed Amount of $85,000.”

BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable.

EXPLANATION:

On July 1, 2023, the City of National City entered into an Agreement with The Steinhilber Corporation DBA JJJ Enterprises (JJJ) to provide citywide fire and security alarm monitoring, service, testing, replacement, and repairs. The original Agreement is for a not-to-exceed amount of $50,000, and for a term of three (3) years, with an option to extend for an additional one (1) year term.

Historically, JJJ has provided services to the City in the amount of approximately $20,000 per year, however this year there were unforeseen security and fire alarm issues citywide, including at the National City Public Library and at the A Reason to Survive (ARTS) Building resulting in the contract amount having been expended sooner than expected.

Based on the performance, quality of work, and need for continuous specialized fire and security alarm services, staff is requesting that City Council approve a First Amendment to the Agreement with JJJ, exercising the extension provision to extend the term of the Agreement by one year to June 30, 2027 and increasing the not-to-exceed amount of the Agreement by $35,000, for a total Agreement not-to-exceed amount of $85,000.

FINANCIAL STATEMENT:

Appropriations for these services are included annually in the Facilities Maintenance & Operations FY26 budget.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Public Safety

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ENVIRONMENTAL REVIEW:

This is not a project under CEQA , and is therefore , not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable

EXHIBITS:

Exhibit A – Amendment
Exhibit B – Resolution

Page 20 of 833 ends

Amended Agreement Page 1 of 2 City of National City and Revised February 2023 JJJ Enterprises

FIRST AMENDMENT TO THE AGREEMENT

BY AND BETWEEN

THE CITY OF NATIONAL CITY
AND

THE STEINHILBER CORPORATION DBA JJJ ENTERPRISES

THIS FIRST AMENDMENT TO THE AGREEMENT is entered into this 4th day of November, 2025, by and between the CITY OF NATIONAL CITY, a municipal corporation (“CITY”), and THE STEINHILBER CORPORATION dba JJJ ENTERPRISES, a California corporation (the “CONTRACTOR”).

RECITALS

WHEREAS, the CITY and the CONTRACTOR entered into an agreement on July 1, 2023 (the “Agreement”) for the term of July 1, 2023 to June 30, 2026 , wherein the CONTRACTOR agreed to provide citywide fire and security alarm monitoring, testing, and related services for a not-to-exceed amount of $50,000, and a n initial term of three (3) years, with the option to extend this term for up to three (3) one-year extensions; and

WHEREAS, based on the CONTRACTOR’s performance and quality of work, and to ensure continuation of specialized citywide security and fire alarm services, the CITY desires to have the CONTRACTOR continue providing elevator services, and the CONTRACTOR is willing to perform such services; and

AGREEMENT

NOW, THEREFORE, the parties hereto agree that:

1. The July 1, 2023 Agreement, in exercise of the extension provision, is hereby amended to extend the term of the Agreement by one (1) year to June 30, 2027.

2. The July 1, 2023 Agreement is hereby amended to increase the not-to-exceed amount by $35,000, for a total not-to exceed amount of $85,000.

3. The parties further agree tha t, with the foregoing exceptions, each and every other term and provision of the July 1, 2023 Agreement shall remain in full force and effect.

Page 21 of 833 ends

Amended Agreement Page 2 of 2 City of National City and Revised February 2023 JJJ Enterprises

IN WITNESS WHEREOF, the parties hereto have executed this First Amendment to the Agreement on the date and year first above written.

CITY OF NATIONAL CITY

By: __________________________
Ron Morrison, Mayor

APPROVED AS TO FORM:

By: ____________________________
Barry J. Schultz,
City Attorney

THE STEINHILBER CORPORATION DBA

JJJ ENTERPRISES
(Corporation – signatures of two corporate
officers required)
(Partnership or Sole proprietorship – one
signature)

By: ______________________________
(Name)

______________________________
(Print)

______________________________
(Title)

By: ______________________________
(Name)

______________________________
(Print)

______________________________
(Title)

Page 22 of 833 ends

RESOLUTION NO. 2025 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA ,

AUTHORIZING THE MAYOR TO EXECUTE A FIRST AMENDMENT TO THE AGREEMENT

WITH THE STEINHILBER CORPORATION DBA JJJ ENTERPRISES TO EXTEND THE AGREEMENT BY ONE YEAR TO JUNE 30, 2027, AND TO INCREASE THE NOT-TO-EXCEED AMOUNT BY $35,000, FOR A TOTAL NOT-TO-EXCEED AMOUNT OF $85,000.

WHEREAS, on July 1, 2023, the City of National City (“C ity”) entered into an agreement with The Steinhilber Corporation dba JJJ Enterprises to provide citywide fire and security alarm monitoring, testing, and related services for a not -to-exceed amount of $50,000 , with an initial term of three (3) years, with the option to extend for up to three (3) one-year extensions; and

WHEREAS, based on their performance and quality of work , and to ensure the continuation of specialized citywide security and fire alarm services, staff recommends approval of a First Amendment to extend the term of the Agreement with The Steinhilber Corporation dba JJJ Enterprises by one (1) year to June 30, 2027, and to increase the not-to-exceed amount by $35,000, for a total not-to-exceed amount of $85,000.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:

Section 1: That the City Council hereby authorizes the Mayor to execute a First Amendment to the agreement with The Steinhilber Corporation dba JJJ Enterprises to extend the agreement by one year to June 30, 2027 and to increase the not-to-exceed amount by $35,000, for a total not-to-exceed amount of $85,000.

Section 2: That th e City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of Original Resolutions.

PASSED and ADOPTED this 4th day of November 2025.

Ron Morrison, Mayor
ATTEST:

Shelley Chapel, MMC, City Clerk

APPROVED AS TO FORM:

Barry J. Schultz, City Attorney

Page 23 of 833 ends

AGENDA REPORT

Department: Human Resources
Prepared by: Alicia Hicks, Human Resources Director
Meeting Date: Tuesday, November 4, 2025
Approved by: Scott Huth, Interim City Manager

SUBJECT:

Increases to Salaries and Benefits for Executive and Management Groups.

RECOMMENDATION:

Adopt the Resolution Entitled , “ Resolution of the City Council of the City of National City, California, Approving Salary and Benefit Changes for the Executive and Management Employee Groups and Authorizing a Fiscal Year 2025 -2026 Budget Appropriation in the Amount of $1,120,441 to Fund the Stated Salary and Benefit Increases.”

BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable.

EXPLANATION:

The City of National City has three formal union -represented employee associations, Police Officer’s Association (POA), Firefighter’s Association (FFA), and Municipal Employees Association (MEA), and three informal employee groups who are not represented o r subject to the terms of collective bargaining agreements.

The Executive, Management and Confidential Groups are not represented by a labor association and, consequently, they are not governed by the State of California’s rules and procedural guidelines for public employee collective bargaining. Recently, the City ratified agreements with MEA and FFA, finalizing labor negotiations with these two groups with a negotiated approval of a three-year agreement. The City also approved salary and benefit adjustments for the Confidential group.

As part of the term alignment, the City is striving to move towards equity between the employee groups and between the City and neighboring public agencies. To support this goal, the City has agreed to a bring the salaries of the Executive and Management Groups to the median rate in the first year, effective July 1, 2025, followed by a five-percent (5%) salary increase for year two (FY 2026) and five-percent (5%) salary increases for year three (FY 2027) for those employees in the Executive, and Management Groups, effective July 1 of those calendar years (2026-2027). This approach promotes equitable treatment of staff and addresses issues of salary compaction, where the wages of represented employees may equal or exceed the wages of their supervisors.

Additionally, the City has agreed to add an additional floating holiday for all unrepresented groups; provide residential incentive pay for all unrepresented employee groups; and provide POST pay and bilingual pay for Police Captains and Chief.

Page 24 of 833 ends

Furthermore, the City has agreed to provide s everance compensation language for Executive leadership:

In the event the City terminates Executive’s employment without cause, Executive shall be entitled to severance compensation, subject to applicable law, in accordance with the following schedule:

1. Less than Twenty-Four (24) Months of Continuous Service- Executive shall be entitled to three (3) months base salary as severance.

2. Completion of Twenty-Four (24) Months of Continuous Service- Executive shall be entitled to six (6) months of base salary as severance.

An Executive employee who voluntarily resigns their position with City shall not be entitled to severance compensation.

This item was originally on the City Council’s October 7, 2025 agenda and was continued to October 21, 2025, and again continued to November 4, 2025 for the Executive and Management Groups.

FINANCIAL STATEMENT:

The projected Citywide financial impact of the three-year contract with Executive and Management Groups is approximately $2,058,198 million of additional labor costs of which , $1,120,441 will impact the City’s current Fiscal Year 2025 -2026 Operating and Capital Budget.

Staff requests a Citywide increase in appropriations of $1,120,441 for the Fiscal Year 2025-2026 Operating and Capital Budget.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Not Applicable

ENVIRONMENTAL REVIEW:

This is not a project under CEQA , and is therefore , not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable

EXHIBITS:

Exhibit A - Resolution
Exhibit B - Management and Executive Salary Tables Eff. July 8, 2025 through FY 2028 Exhibit C - FY 2025-2026 Increase in Budget Appropriations Exhibit D - Summary of Key Changes for Management and Executive

Page 25 of 833 ends

RESOLUTION NO. 2025 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA,

APPROVING SALARY AND BENEFIT CHANGES FOR THE EXECUTIVE AND MANAGEMENT EMPLOYEE GROUPS AND AUTHORIZING A FISCAL YEAR 2025 -2026 BUDGET APPROPRIATION IN THE AMOUNT OF $1,120,441 TO FUND THE STATED SALARY AND BENEFIT INCREASES.

WHEREAS, the Executive and Management employee groups are not represented by a labor association and, consequently, they are not governed by the State of California’s rules and procedural guidelines for public employee collective bargaining; and

WHEREAS, over approximately the past year, the City has worked with the three (3) formal union -represented employee gr oups and has concluded negotiations and reached agreements with two of the three groups , including the Municipal Employees’ Association (“MEA”), for new collective bargaining agreements with three-year terms through June 30, 2028; and

WHEREAS, the Executi ve and Management employees’ salary and benefits should be and have been revisited when significant changes are made to the salary and benefits of the formally represented employee groups; and

WHEREAS, commensurate with increases to represented employee groups, including MEA, the City has agreed to increase the base salaries of the classifications covered by the unrepresented Executive and Management employee groups to the median effective July 1, 2025, followed by five percent (5%) increases in base salaries for year two (FY 2026) and year three (FY 2027), effective July 1 of those calendar years (2026-2027); and

WHEREAS, in addition to the salary increases, the City has agreed to an additional floating holiday for all three unrepresented employee groups; residential incentive pay for all three unrepresented employee groups; POST pay and bilingual pay for Police Captains in the Management employee group; POST pay and bilingual pay for the Police Chief in the Executive employee group; and severance compensation for the Executive employee group; and

WHEREAS, City staff recommends amending the salary schedules for the Executive and Management employee groups to reflect the increases in salary and benefits; and

WHEREAS, in fiscal year 2025 -2026, additional budget appropriations in the amount of $1,120,441, spread across multiple departments and funds, are necessary to fund the increased salaries.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:

Section 1: That the City Council hereby approves the revised salary schedules for the Executive and Management employees’ groups, as shown in Exhibit B attached to the Agenda Report, effective July 1, 2025.

Page 26 of 833 ends

Section 2: That the City Council hereby authorizes the establishment of Fiscal Year 2025-2026 budget appropriation s in the amount of $ 1,120,441, spread across multiple departments and funds, to fund said salary and benefit increases.

Section 3: That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.

PASSED and ADOPTED this 4th day of November, 2025.

Ron Morrison, Mayor
ATTEST:

Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:

Barry J. Schultz, City Attorney

Page 27 of 833 ends

City of National City
Human Resources Department

MANAGEMENT POSITIONS
July 2025
Asst Director of PW/Engineering 10,716.62$ – 16,625.00 $ 128,599.44 $ – 199,500.00 $ Asst Director of Community Development 10,716.62$ – 16,625.00 $ 128,599.44 $ – 199,500.00 $ Budget Manager 8,797.62$ – 13,552.27 $ 105,571.44 $ – 162,627.24 $ Building Official 9,488.99$ – 14,720.53 $ 113,867.88 $ – 176,646.36 $ City Engineer 10,716.62$ – 16,625.00 $ 128,599.44 $ – 199,500.00 $ Community Development Manager 9,056.76$ – 14,050.00 $ 108,681.12 $ – 168,600.00 $ Community Development Specialist III 6,737.75$ – 10,127.19 $ 80,853.02 $ – 121,526.27 $ Community Services Manager 7,342.42$ – 11,390.50 $ 88,109.04 $ – 136,686.00 $ Deputy City Attorney 9,911.82$ – 15,376.48 $ 118,941.84 $ – 184,517.76 $ Deputy City Clerk 5,852.53$ – 9,079.20 $ 70,230.36 $ – 108,950.40 $ Deputy Director of Human Resources 11,376.38$ – 17,648.50 $ 136,516.56 $ – 211,782.00 $ Emergency Manager 7,569.86$ – 11,743.33 $ 90,838.32 $ – 140,919.96 $ Equipment Maint Supervisor 6,486.59$ – 10,062.83 $ 77,839.08 $ – 120,753.96 $ Facilities Maint Supervisor 5,832.42$ – 9,048.00 $ 69,989.04 $ – 108,576.00 $ Financial Services Officer 8,795.69$ – 13,645.00 $ 105,548.28 $ – 163,740.00 $ Fire Division Chief 10,890.54$ – 16,894.80 $ 130,686.48 $ 202,737.60 $ Homelessness Services Coordinator 7,554.77$ 11,719.93 $ 90,657.24 $ 140,639.16 $ Housing Programs Manager 7,982.16$ – 12,382.95 $ 95,785.92 $ – 148,595.40 $ Human Resources Analyst I 5,839.13$ – 9,058.40 $ 70,069.56 $ 108,700.80 $ Human Resources Analyst II 6,068.67$ – 9,511.32 $ 72,824.04 $ 114,135.84 $ Human Resources Manager 8,644.21$ – 13,410.00 $ 103,730.52 $ – 160,920.00 $ Information Technology Manager 9,574.43$ – 14,853.08 $ 114,893.16 $ – 178,236.96 $ Management Analyst I 5,744.94$ – 8,912.28 $ 68,939.28 $ – 106,947.36 $ (MONTHLY) (ANNUAL)

POSITION TITLE SALARY BAND SALARY BAND

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City of National City
Human Resources Department

MANAGEMENT POSITIONS
July 2025
(MONTHLY) (ANNUAL)

POSITION TITLE SALARY BAND SALARY BAND
Management Analyst II 6,204.53$ – 9,357.89 $ 74,454.36 $ – 112,294.68 $ Management Analyst III 6,681.06$ – 10,364.52 $ 80,172.72 $ – 124,374.24 $ Neighborhood Council Coordinator 5,528.15$ – 8,575.97 $ 66,337.80 $ – 102,911.64 $ Neighborhood Services Manager 6,683.69$ – 10,368.60 $ 80,204.28 $ – 124,423.20 $ Nutrition Program Manager 5,294.59$ – 9,575.36 $ 63,535.08 $ – 114,904.32 $ Park Superintendent 7,643.60$ – 11,857.73 $ 91,723.20 $ – 142,292.76 $ PIO/Mgmt Analyst III 6,814.81$ – 10,572.00 $ 81,777.72 $ – 126,864.00 $ Planning Manager 9,994.66$ – 15,505.00 $ 119,935.92 $ – 186,060.00 $ Police Captain 12,030.98$ – 18,663.99 $ 144,371.76 $ – 223,967.88 $ Police Support Services Manager 8,165.05$ – 12,666.68 $ 97,980.60 $ – 152,000.16 $ Principal Civil Engineer 9,799.92$ – 15,202.90 $ 117,599.04 $ – 182,434.80 $ Principal Librarian 6,653.65$ – 10,322.00 $ 79,843.80 $ – 123,864.00 $ Principal Planner 8,485.11$ – 13,163.19 $ 101,821.32 $ – 157,958.28 $ Project Officer 7,755.45$ – 12,031.25 $ 93,065.40 $ – 144,375.00 $ Purchasing Agent 7,006.73$ – 10,869.73 $ 84,080.76 $ – 130,436.76 $ Recreation Superintendent 7,810.08$ – 12,116.00 $ 93,720.96 $ – 145,392.00 $ Risk Manager 8,674.32$ – 13,456.71 $ 104,091.84 $ – 161,480.52 $ Senior Accountant 6,409.49$ – 9,943.23 $ 76,913.88 $ – 119,318.76 $ Special Assistant to the Mayor 4,605.18$ – 7,144.15 $ 55,262.16 $ – 85,729.80 $ Street Maintenance Supervisor 5,721.87$ – 8,876.50 $ 68,662.44 $ – 106,518.00 $ Street & Wastewater Maint Superintendent 8,131.21$ – 12,614.18 $ 97,574.52 $ – 151,370.16 $ Supervising Human Resources Analyst 7,291.46$ – 11,311.45 $ 87,497.52 $ – 135,737.40 $ Traffic Engineer 9,910.59$ – 15,374.58 $ 118,927.08 $ – 184,494.96 $

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City of National City
Human Resources Department

MANAGEMENT POSITIONS
July 2025
(MONTHLY) (ANNUAL)

POSITION TITLE SALARY BAND SALARY BAND
Wastewater Supervisor 5,832.42$ – 9,048.00 $ 69,989.04 $ – 108,576.00 $

Page 30 of 833 ends

City of National City
Human Resources Department

MANAGEMENT POSITIONS
July 2026
Asst Director of PW/Engineering 11,252.45$ – 17,456.25 $ 135,029.41 $ – 209,475.00 $ Asst Director of Community Development 11,252.45$ – 17,456.25 $ 135,029.41 $ – 209,475.00 $ Budget Manager 9,237.50$ – 14,229.88 $ 110,850.01 $ – 170,758.60 $ Building Official 9,963.44$ – 15,456.56 $ 119,561.27 $ – 185,478.68 $ City Engineer 11,252.45$ – 17,456.25 $ 135,029.41 $ – 209,475.00 $ Community Development Manager 9,509.60$ – 14,752.50 $ 114,115.18 $ – 177,030.00 $ Community Development Specialist III 7,074.64$ – 10,633.55 $ 84,895.65 $ – 127,602.59 $ Community Services Manager 7,709.54$ – 11,960.03 $ 92,514.49 $ – 143,520.30 $ Deputy City Attorney 10,407.41$ – 16,145.30 $ 124,888.93 $ – 193,743.65 $ Deputy City Clerk 6,145.16$ – 9,533.16 $ 73,741.88 $ – 114,397.92 $ Deputy Director of Human Resources 11,945.20$ – 18,530.93 $ 143,342.39 $ – 222,371.10 $ Emergency Manager 7,948.35$ – 12,330.50 $ 95,380.24 $ – 147,965.96 $ Equipment Maint Supervisor 6,810.92$ – 10,565.97 $ 81,731.03 $ – 126,791.66 $ Facilities Maint Supervisor 6,124.04$ – 9,500.40 $ 73,488.49 $ – 114,004.80 $ Financial Services Officer 9,235.47$ – 14,327.25 $ 110,825.69 $ – 171,927.00 $ Fire Division Chief 11,435.07$ – 17,739.54 $ 137,220.80 $ 212,874.48 $ Homelessness Services Coordinator 7,932.51$ – 12,305.93 $ 95,190.10 $ 147,671.12 $ Housing Programs Manager 8,381.27$ – 13,002.10 $ 100,575.22 $ – 156,025.17 $ Human Resources Analyst I 6,131.09$ – 9,511.32 $ 73,573.04 $ 114,135.84 $ Human Resources Analyst II 6,372.10$ – 9,986.89 $ 76,465.24 $ 119,842.63 $ Human Resources Manager 9,076.42$ – 14,080.50 $ 108,917.05 $ – 168,966.00 $ Information Technology Manager 10,053.15$ – 15,595.73 $ 120,637.82 $ – 187,148.81 $ Management Analyst I 6,032.19$ – 9,357.89 $ 72,386.24 $ – 112,294.73 $ (MONTHLY) (ANNUAL)

POSITION TITLE SALARY BAND SALARY BAND

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City of National City
Human Resources Department

MANAGEMENT POSITIONS
July 2026
(MONTHLY) (ANNUAL)

POSITION TITLE SALARY BAND SALARY BAND
Management Analyst II 6,514.76$ – 9,825.78 $ 78,177.08 $ – 117,909.41 $ Management Analyst III 7,015.11$ – 10,882.75 $ 84,181.36 $ – 130,592.95 $ Neighborhood Council Coordinator 5,804.56$ – 9,004.77 $ 69,654.69 $ – 108,057.22 $ Neighborhood Services Manager 7,017.87$ – 10,887.03 $ 84,214.49 $ – 130,644.36 $ Nutrition Program Manager 5,559.32$ – 10,054.13 $ 66,711.83 $ – 120,649.54 $ Park Superintendent 8,025.78$ – 12,450.62 $ 96,309.36 $ – 149,407.40 $ PIO/Mgmt Analyst III 7,155.55$ – 11,100.60 $ 85,866.61 $ – 133,207.20 $ Planning Manager 10,494.39$ – 16,280.25 $ 125,932.72 $ – 195,363.00 $ Police Captain 12,632.53$ – 19,597.19 $ 151,590.35 $ – 235,166.27 $ Police Support Services Manager 8,573.30$ – 13,300.01 $ 102,879.63 $ – 159,600.17 $ Principal Civil Engineer 10,289.92$ – 15,963.05 $ 123,478.99 $ – 191,556.54 $ Principal Librarian 6,986.33$ – 10,838.10 $ 83,835.99 $ – 130,057.20 $ Principal Planner 8,909.37$ – 13,821.35 $ 106,912.39 $ – 165,856.19 $ Project Officer 8,143.22$ – 12,632.81 $ 97,718.67 $ – 151,593.75 $ Purchasing Agent 7,357.07$ – 11,413.22 $ 88,284.80 $ – 136,958.60 $ Recreation Superintendent 8,200.58$ – 12,721.80 $ 98,407.01 $ – 152,661.60 $ Risk Manager 9,108.04$ – 14,129.55 $ 109,296.43 $ – 169,554.55 $ Senior Accountant 6,729.96$ – 10,440.39 $ 80,759.57 $ – 125,284.70 $ Special Assistant to the Mayor 4,835.44$ – 7,501.36 $ 58,025.27 $ – 90,016.29 $ Street Maintenance Supervisor 6,007.96$ – 9,320.33 $ 72,095.56 $ – 111,843.90 $ Street & Wastewater Maint Superintendent 8,537.77$ – 13,244.89 $ 102,453.25 $ – 158,938.67 $ Supervising Human Resources Analyst 7,656.03$ – 11,877.02 $ 91,872.40 $ – 142,524.27 $ Traffic Engineer 10,406.12$ – 16,143.31 $ 124,873.43 $ – 193,719.71 $

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City of National City
Human Resources Department

MANAGEMENT POSITIONS
July 2026
(MONTHLY) (ANNUAL)

POSITION TITLE SALARY BAND SALARY BAND
Wastewater Supervisor 6,124.04$ – 9,500.40 $ 73,488.49 $ – 114,004.80 $

Page 33 of 833 ends

City of National City
Human Resources Department

MANAGEMENT POSITIONS
July 2027
Asst Director of PW/Engineering 11,815.07$ – 18,329.06 $ 141,780.88 $ – 219,948.75 $ Asst Director of Community Development 11,815.07$ – 18,329.06 $ 141,780.88 $ – 219,948.75 $ Budget Manager 9,699.38$ – 14,941.38 $ 116,392.51 $ – 179,296.53 $ Building Official 10,461.61$ – 16,229.38 $ 125,539.34 $ – 194,752.61 $ City Engineer 11,815.07$ – 18,329.06 $ 141,780.88 $ – 219,948.75 $ Community Development Manager 9,985.08$ – 15,490.13 $ 119,820.93 $ – 185,881.50 $ Community Development Specialist III 7,428.37$ – 11,165.23 $ 89,140.43 $ – 133,982.72 $ Community Services Manager 8,095.02$ – 12,558.03 $ 97,140.22 $ – 150,696.32 $ Deputy City Attorney 10,927.78$ – 16,952.57 $ 131,133.38 $ – 203,430.83 $ Deputy City Clerk 6,452.41$ – 10,009.82 $ 77,428.97 $ – 120,117.82 $ Deputy Director of Human Resources 12,542.46$ – 19,457.47 $ 150,509.51 $ – 233,489.66 $ Emergency Manager 8,345.77$ – 12,947.02 $ 100,149.25 $ – 155,364.26 $ Equipment Maint Supervisor 7,151.47$ – 11,094.27 $ 85,817.59 $ – 133,131.24 $ Facilities Maint Supervisor 6,430.24$ – 9,975.42 $ 77,162.92 $ – 119,705.04 $ Financial Services Officer 9,697.25$ – 15,043.61 $ 116,366.98 $ – 180,523.35 $ Fire Division Chief 12,006.82$ – 18,626.52 $ 144,081.84 $ 223,518.20 $ Homelessness Services Coordinator 8,329.13$ – 12,921.22 $ 99,949.61 $ 155,054.67 $ Housing Programs Manager 8,800.33$ – 13,652.20 $ 105,603.98 $ – 163,826.43 $ Human Resources Analyst I 6,437.64$ – 9,986.89 $ 77,251.69 $ 119,842.63 $ Human Resources Analyst II 6,690.71$ – 10,486.23 $ 80,288.50 $ 125,834.76 $ Human Resources Manager 9,530.24$ – 14,784.53 $ 114,362.90 $ – 177,414.30 $ Information Technology Manager 10,555.81$ – 16,375.52 $ 126,669.71 $ – 196,506.25 $ Management Analyst I 6,333.80$ – 9,825.79 $ 76,005.56 $ – 117,909.46 $ (MONTHLY) (ANNUAL)

POSITION TITLE SALARY BAND SALARY BAND

Page 34 of 833 ends

City of National City
Human Resources Department

MANAGEMENT POSITIONS
July 2027
(MONTHLY) (ANNUAL)

POSITION TITLE SALARY BAND SALARY BAND
Management Analyst II 6,840.49$ – 10,317.07 $ 82,085.93 $ – 123,804.88 $ Management Analyst III 7,365.87$ – 11,426.88 $ 88,390.42 $ – 137,122.60 $ Neighborhood Council Coordinator 6,094.79$ – 9,455.01 $ 73,137.42 $ – 113,460.08 $ Neighborhood Services Manager 7,368.77$ – 11,431.38 $ 88,425.22 $ – 137,176.58 $ Nutrition Program Manager 5,837.29$ – 10,556.83 $ 70,047.43 $ – 126,682.01 $ Park Superintendent 8,427.07$ – 13,073.15 $ 101,124.83 $ – 156,877.77 $ PIO/Mgmt Analyst III 7,513.33$ – 11,655.63 $ 90,159.94 $ – 139,867.56 $ Planning Manager 11,019.11$ – 17,094.26 $ 132,229.35 $ – 205,131.15 $ Police Captain 13,264.16$ – 20,577.05 $ 159,169.87 $ – 246,924.59 $ Police Support Services Manager 9,001.97$ – 13,965.01 $ 108,023.61 $ – 167,580.18 $ Principal Civil Engineer 10,804.41$ – 16,761.20 $ 129,652.94 $ – 201,134.37 $ Principal Librarian 7,335.65$ – 11,380.01 $ 88,027.79 $ – 136,560.06 $ Principal Planner 9,354.83$ – 14,512.42 $ 112,258.01 $ – 174,149.00 $ Project Officer 8,550.38$ – 13,264.45 $ 102,604.60 $ – 159,173.44 $ Purchasing Agent 7,724.92$ – 11,983.88 $ 92,699.04 $ – 143,806.53 $ Recreation Superintendent 8,610.61$ – 13,357.89 $ 103,327.36 $ – 160,294.68 $ Risk Manager 9,563.44$ – 14,836.02 $ 114,761.25 $ – 178,032.27 $ Senior Accountant 7,066.46$ – 10,962.41 $ 84,797.55 $ – 131,548.93 $ Special Assistant to the Mayor 5,077.21$ – 7,876.43 $ 60,926.53 $ – 94,517.10 $ Street Maintenance Supervisor 6,308.36$ – 9,786.34 $ 75,700.34 $ – 117,436.10 $ Street & Wastewater Maint Superintendent 8,964.66$ – 13,907.13 $ 107,575.91 $ – 166,885.60 $ Supervising Human Resources Analyst 8,038.83$ – 12,470.87 $ 96,466.02 $ – 149,650.48 $ Traffic Engineer 10,926.43$ – 16,950.47 $ 131,117.11 $ – 203,405.69 $

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City of National City
Human Resources Department

MANAGEMENT POSITIONS
July 2027
(MONTHLY) (ANNUAL)

POSITION TITLE SALARY BAND SALARY BAND
Wastewater Supervisor 6,430.24$ – 9,975.42 $ 77,162.92 $ – 119,705.04 $

Page 36 of 833 ends

City of National City
Human Resources Department

EXECUTIVE POSITIONS
July 2025
City Manager
City Attorney
City Clerk $ 11,312.50 – 15,083.33 $ $ 135,750.00 – $ 181,000.00 City Librarian $ 13,750.00 – 18,333.33 $ $ 165,000.00 – $ 220,000.00 Community Services Director $ 13,750.00 – 18,333.33 $ $ 165,000.00 – $ 220,000.00 Deputy City Manager $ 15,625.00 – 20,833.33 $ $ 187,500.00 – $ 250,000.00 Director of Community Development $ 15,000.00 – 20,000.00$ $ 180,000.00 – $ 240,000.00 Director of Finance $ 14,625.00 – 19,500.00 $ $ 175,500.00 – $ 234,000.00 Director of Public Works/City Engineer $ 15,000.00 – 20,000.00$ $ 180,000.00 – $ 240,000.00 Fire Chief $ 15,625.00 – 20,833.33 $ $ 187,500.00 – $ 250,000.00 Human Resources Director $ 14,625.00 – 19,500.00 $ $ 175,500.00 – $ 234,000.00 Police Chief $ 18,733.33 – 23,416.67 $ $ 224,800.00 – $ 281,000.00 Assistant City Attorney $ 14,625.00 – 19,500.00 $ $ 175,500.00 – $ 234,000.00 (MONTHLY) (ANNUAL)POSITION TITLE SALARY BAND SALARY BAND To be determined by
employment agreement
To be determined by
employment agreement
$18,218.58 $218,623.60

Page 37 of 833 ends

City of National City
Human Resources Department

EXECUTIVE POSITIONS
July 2026
City Manager
City Attorney
City Clerk $ 11,878.13 – 15,837.50 $ $ 142,537.50 – $ 190,050.00 City Librarian $ 14,437.50 – 19,250.00 $ $ 173,250.00 – $ 231,000.00 Community Services Director $ 14,437.50 – 19,250.00 $ $ 173,250.00 – $ 231,000.00 Deputy City Manager $ 16,406.25 – 21,875.00 $ $ 196,875.00 – $ 262,500.00 Director of Community Development $ 15,750.00 – 21,000.00$ $ 189,000.00 – $ 252,000.00 Director of Finance $ 15,356.25 – 20,475.00 $ $ 184,275.00 – $ 245,700.00 Director of Public Works/City Engineer $ 15,750.00 – 21,000.00$ $ 189,000.00 – $ 252,000.00 Fire Chief $ 16,406.25 – 21,875.00 $ $ 196,875.00 – $ 262,500.00 Human Resources Director $ 15,356.25 – 20,475.00 $ $ 184,275.00 – $ 245,700.00 Police Chief $ 19,670.00 – 24,587.50 $ $ 236,040.00 – $ 295,050.00 Assistant City Attorney $ 15,356.25 – 20,475.00 $ $ 184,275.00 – $ 245,700.00 (MONTHLY) (ANNUAL)POSITION TITLE SALARY BAND SALARY BAND To be determined by
employment agreement
To be determined by
employment agreement
$18,218.58 $218,623.60

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City of National City
Human Resources Department

EXECUTIVE POSITIONS
July 2027
City Manager
City Attorney
City Clerk $ 12,472.03 – 16,629.38 $ $ 149,664.38 – $ 199,552.50 City Librarian $ 15,159.38 – 20,212.50 $ $ 181,912.50 – $ 242,550.00 Community Services Director $ 15,159.38 – 20,212.50 $ $ 181,912.50 – $ 242,550.00 Deputy City Manager $ 17,226.56 – 22,968.75 $ $ 206,718.75 – $ 275,625.00 Director of Community Development $ 16,537.50 – 22,050.00$ $ 198,450.00 – $ 264,600.00 Director of Finance $ 16,124.06 – 21,498.75 $ $ 193,488.75 – $ 257,985.00 Director of Public Works/City Engineer $ 16,537.50 – 22,050.00$ $ 198,450.00 – $ 264,600.00 Fire Chief $ 17,226.56 – 22,968.75 $ $ 206,718.75 – $ 275,625.00 Human Resources Director $ 16,124.06 – 21,498.75 $ $ 193,488.75 – $ 257,985.00 Police Chief $ 20,653.50 – 25,816.88 $ $ 247,842.00 – $ 309,802.50 Assistant City Attorney $ 16,124.06 – 21,498.75 $ $ 193,488.75 – $ 257,985.00 (MONTHLY) (ANNUAL)POSITION TITLE SALARY BAND SALARY BAND To be determined by
employment agreement
To be determined by
employment agreement
$18,218.58 $218,623.60

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Fund Fiscal Year 2026
100 General Fund 825,092$
104 Library Fund 45,944$
105 Park Maintenance Fund 25,538$
109 Gas Tax Fund 13,634$
125 Sewer Service Fund 54,700$
301 CDBG Grant Fund 5,934$
501 Housing Authority 33,571$
502 Section 8 Fund 38,681$
505 HOME Fund 5,934$
532 Low & Moderate Income Housing Fund 11,658$
626 Facility Maintenance Fund 16,028$
629 Information Technology Fund 33,303$
643 Motor Vehicle Service Fund 10,422$
Total 1,120,441$

EXHIBIT C
Increase Appropriations by Fund
for Fiscal Year 2025-2026

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SUMMARY OF KEY EXECUTIVE CHANGES

Term: July 1, 2025 – June 30,2028 (Changes effective July 2025 unless otherwise indicated)

Wages Increase base salary for all classifications below the market median to the market median effective in July 2025.

5% in July 2026
5% in July 2027

Holidays Add 1 floating holiday per year
Pay
Differentials
Police Chief: Receive 10% POST Pay
Police Chief: Eligible for Bilingual Pay
Severance Eligible for severance package
Incentive Pay Residential Incentive Pay: Effective 2026, $100 per pay p eriod for FT employees.

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SUMMARY OF KEY MANAGEMENT CHANGES

Term: July 1, 2025 – June 30,2028 (Changes effective July 2025 unless otherwise indicated)

Wages Increase base salary for all classifications below the market median to the market median effective in July 2025.

5% in July 2026
5% in July 2027

Holidays Add 1 floating holiday per year
Pay
Differentials
Police Captains: Receive 10% POST Pay
Police Captains: Eligible for Bilingual Pay
Incentive Pay Residential Incentive Pay: Effective 2026, $100 per pay p eriod for FT employees.

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AGENDA REPORT

Department: Planning
Prepared by: David Welch – Principal Planner
Meeting Date: Tuesday, November 4, 2025
Approved by: Scott W. Huth, Interim City Manager

SUBJECT:

Land Use Code Amendment to Restore Omitted Sections 18.10.060 (Rules of Measurement),

18.11.120 (Interim uses), 18.22.020 (Allowed land uses et seq.), 18.30.310 (Tattoo parlors et al),

18.30.340 & 345 (Medical marijuana dispensaries and cultivation).

RECOMMENDATION:

Initiate the Code Amendment.

BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

On the dates of March 15, 2021, October 18, 2021, October 17, 2022, November 7, 2022, and December 4, 2023, the Planning Commission made recommendations that the City Council Adopt Certain Ordinances Amending Title 18 of the Municipal Code.

EXPLANATION:

Various code amendments to Title 18 were adopted by City Council in the years 2021 through 2024. Concurrently, significant amendments to the same Title were being prepared by a consultant as part of the Focused General Plan Update. After passage of the code updates related to the Focus ed General Plan Update project, staff became aware of the omission of recently adopted code amendments in the ordinance adopted by City Council on June 18, 2024. To that end, staff is requesting that the City Council initiate a follow -up Code amendment so that the previously-adopted Sections of Title 18 can be restored in the Zoning Code. The draft language is attached as Exhibit A.

FINANCIAL STATEMENT:

The requested code amendments to Title 18 were previously prepared by City staff and provide more flexibility for new development and business activity within the City. Negligible resources were required to create this item.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Balanced Budget and Economic Development

ENVIRONMENTAL REVIEW:

This is not a project under CEQA, and is therefore, not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable

EXHIBIT:

Exhibit A – Draft Code Amendments

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Section 18.10.060 (Rules of Measurement) is proposed to be amended to read as follows:

18.10.060 – Rules of Measurement.

A. Purpose. The purpose of this section is to explain how various measurements referenced in this title are to be calculated.

B. Applicant Responsibility. For all calculations, the applicant shall be responsible for supplying drawings illustrating the measurements that apply to a project.

These drawings shall be drawn to scale and of sufficient detail to allow easy verification upon inspection by the city.

C. Fractions. When calculating a maximum requirement, round down to nearest whole number. When calculating a minimum requirement, round up to nearest whole number.

D. Measuring Distances.

1. Measurements are the Shortest Distance. When measuring a required distance, such as the minimum distance between a structure and a lot line, the measurement is made at the closest or shortest distance between the two objects.

2. Distances are Measured Horizontally. Distances are measured along a horizontal plane unless otherwise specified.

3. Measurements Involving a Structure. Measurements involving a structure are made to the closest wall of the structure, unless otherwise specified.

4. Measurements Between Uses. When measuring the distance between two different uses, the measurement is calculated from closest lot line to lot line.

E. Measuring Height.

1. General. Height shall be considered the vertical distance from the highest point of any structure to the ground level directly below, except as otherwise provided in this section. On sloped lots, the height shall be measured from the average grade to the tallest point of the structure.

2. Measuring the Height of Buildings Located Near Retaining Walls. If any portion of a building lies within th e setback area of a lot and the base of the retaining wall is at a lower elevation than the building, the height of the

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building shall be calculated from the base of the retaining wall (at the lower of natural or finished grade) rather than from the base o f the building wall.

3. Measuring the Height of Combined Fences and Retaining Walls. When a fence is constructed on top of or within one foot of the face of an above - ground retaining wall, and located in a required yard, the height of the fence shall be me asured from the top of the fence to the midpoint height of the retaining wall.

F. Measuring Lot Width and Depth.

1. Lot Width. Minimum lot width shall be measured at the front setback line, or from the front property line is there is no required setback, a s determined by the zoning of the parcel.

2. Lot Depth. Lot depth is measured along an imaginary straight line drawn from the midpoint of the front property line of the lot to the midpoint of the rear property line or to the most distant point on any other lot line where there is no rear lot line.

G. Determining Floor Area. Floor area is the horizontal area (expressed in square feet) of all floors included within a building or buildings, according to the following rules:

1. Included in Floor Area. Floor are a is deemed to include:
a. The floor of atrium and lobby areas.
b. Enclosed and roofed storage and equipment spaces.
c. Enclosed and roofed halls, stairways, and elevator shafts. d. Enclosed and roofed porches and balconies.
e. Portions of basements and attics that meet building code height requirements for living space.
f. The actual floor space of mezzanines, interior balconies, and lofts.

2. Excluded from Floor Area. Floor area does not include:
a. Unenclosed balconies, decks, porches, and stairs.
b. Substandard height portions of attics and basements.

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c. The area within a building adjacent to, and in an imaginary horizontal plane with, interior balconies, mezzanines, or lofts.

H. Determining Floor Area Ratio. Floor area ratio (FAR) is the ratio of the floor area of all principal and accessory buildings on a lot to the lot area. To calculate FAR, floor area is divided by lot area, and typically expressed as a decimal. For example, if the floor area of all buildings on a lot totals twenty thousand square feet, and the lot area is ten thousand square feet, the FAR is expressed as 2.0.

I. Determining Lot Coverage. Lot coverage is the ratio of the footprint of all structures on a lot to the lot area, typically expressed as a percentage. The footprints of all principal and accessory structures, including garages, carports and roofed porches, shall be summed in order to calculate lot coverage. The following structures shall be excluded from the calculations:

1. Unenclosed and unroofed structures; porches, landin gs, balconies, and stairways less than three feet in height.

2. Unenclosed and unroofed decks less than eighteen inches in height.

3. Eaves and roof overhangs projecting up to four feet from a wall.

4. Trellises and similar structures that do not have solid roofs.

5. Swimming pools and hot tubs that are not enclosed in roofed structures.

6. Trash enclosures.

7. Solar collectors.

Section 18.11 (Nonconforming uses, structures, and parcels) is proposed to be amended to read as follows:

18.11.120 – Interim Uses.

A. Purpose. To provide a process for the temporary use of buildings that were previously legal nonconforming and lost their nonconforming status due to lack of use and establish a set amount of time for their use in the interim period between the c urrent nonconforming situation and the eventual redevelopment of the property. The interim use will require administrative review in order to evaluate the compatibility of the proposed use with surrounding uses and the suitability of the use to the site.

B. Applicability. An interim use permit is required to authorize proposed interim land uses as being allowable in the applicable zoning district subject to the approval of an interim use permit.

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C. Application Requirements. An application for an interim use permit shall contain all information required by the city manager or his/her designee necessary to determine compliance with the Land Use Code and to accomplish the requirements of this section, including the means to provide notice of the application. It is the responsibility of the applicant to provide evidence in support of the findings required by this section. A nonrefundable fee in such amount as the city council shall from time to time establish by resolution shall be paid to the finance officer at the time of filing. The application shall include a timeline for eventual redevelopment of the property.

D. Notice of Application.

1. The designated staff person shall mail notice of the application no later than ten days after an application has been dee med complete to:
a. The applicant; and
b. The owners of any real property, as shown on the latest equalized property tax assessment roll of the San Diego County Assessor, located within three hundred feet of the boundary of the property that is the subject of the application.

E. Contents of the Notice of Application.

1. The notice of application shall include at least the following information:
a. A general description of the proposed use, including activities and duration of the use.
b. The location and si ze of the property that is the subject of the application.
c. The name, telephone number, and city address of the designated staff person to contact for additional information.
d. An explanation that an interim use permit is an administrative process where by the decision to approve, conditionally approve, or deny the proposed development will be made by the planning division without a public hearing.
e. An explanation of the process to appeal the decision.

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F. Requests for Notice of Decision. Persons who wi sh to receive notice of the approval or denial of the application may request this information from the staff person indicated in the notice of application. The request must be received no later than ten business days after the date on which the notice of application is mailed.

G. Findings and Decision. The planning division may approve or deny an application for an interim use permit. The designated staff person shall record the decision and the findings on which the decision is based. The planning divisio n may approve an interim use permit only after first finding all of the following:

1. The proposed use is consistent with the General Plan and any applicable specific plan;

2. The design, location, size, and operating characteristics of the proposed activity would be compatible with the existing and future land uses in the vicinity;

3. The site is physically suitable for the type, density, and intensity of use being proposed, including access, utilities, and the absence of physical constraints; and

4. Granting the permit would not constitute a nuisance or be injurious or detrimental to the public interest, health, safety, convenience, or welfare, or materially injurious to persons, property, or improvements in the vicinity and zoning district in which the property is located.

H. Issuance of Permit and Duration.

1. Upon the approval of an application, the planning division shall authorize the issuance of an interim use permit, with or without conditions, and one copy of which shall be forwarded to each of the following:
a. The applicant;
b. The building official;
c. Any other department or agency the planning division considers affected by the issuance of the permit; and
d. The division files for permanent retention.

2. Interim use permits shall be in effect for five years, at which time up to two annual extensions may be granted for a total of seven years. Application for an extension shall be subject to a nonrefundable fee, in such amount as established by the

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city coun cil from time to time by resolution and in effect at the time of filing of the extension. Extensions exceeding two additional years or seven total years may be requested and require a public hearing and approval by the Planning Commission.

3. No expansion of the premises shall be permitted.

I. Conditions of Approval. In approving an interim use permit, the planning division may impose any conditions deemed reasonable and necessary to ensure that the approval would comply with the findings required by this s ection.

J. This Code section shall be in effect for 15 years from time of adoption, at which time the Interim Use Permit program will cease and all issued Interim Use Permits shall be null and void.

Subsection 18.22.020 of the National City Municipal Code is proposed to be amended to read as follows:

18.22.020 Allowed land uses and permit requirements.

Table 18.22.020 identifies the uses of land allowed in each commercial zone. This table does not apply to the CL zone. For a list of allowable uses in the CL zone, please refer to Appendix A of the Westside Specific Plan.

Table 18.22.020
Allowed Land Uses
Commercial Zones
Land Use
Zone Specific Use
Regulations
CA CS
Used auto and truck sales - C
P Permitted
C Conditional use permit
M Minor use permit
— Not permitted

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Section 18.30.310 (Tattoo Parlors and Body-Piercing Establishments) is proposed to be amended to read as follows:

18.30.310 – Tattoo parlors and body-piercing establishments

A. Restrictions.

1. No tattoo or body piercing establishment shall be located within one -mile of another such establishment.

2. Tattoo parlors and body -piercing establishments shall be located no less than 1,000 feet from a church, school, or playground.

3. Tattoo parlors and body -piercing establishm ents shall be no closer than two hundred fifty feet from a residential zone.

4. No tattoo and body -piercing establishments shall be located east of Interstate 805 except within the MXD -2 zone.

5. A Conditional Use Permit is required.

Section 18.30.340 (Medical Marijuana Dispensaries) is proposed to be amended to read as follows:

18.30.340 - Commercial Marijuana Activity
A. Prohibition.

1. Commercial marijuana activity is prohibited except as provided for in Chapter 9.60 of the National City Municipal Code.

B. Definitions.

1. "Commercial marijuana activity" includes the cultivation, possession, manufacture, distribution, processing, storing, laboratory testing, labeling, transportation, distribution, delivery, or sale of marijuana and marijuana products.

2. For purposes of this section, "marijuana" shall have the same meaning as the definition of that word in Section 11018 of the California Health and Safety Code.

Section 18.30.345 (Medical Marijuana Cultivation) is proposed to be struck in its entirety.

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AGENDA REPORT

Department: Planning
Prepared by: Sophia Depew, Assistant Planner
Meeting Date: Tuesday, November 4, 2025
Approved by: Scott W. Huth, Interim City Manager

SUBJECT:

Notice of Decision – Planning Commission Approval of a Conditional Use Permit (CUP) for a Drive-Through Coffee Shop (Dutch Bros Coffee) to be Located at 1838 Sweetwater Road.

RECOMMENDATION:

Staff Recommends Approval of the Conditional Use Permit (CUP) Request for a Drive-Through Coffee Shop, Subject to the Recommended Conditions in the Attached Planning Commission Resolution No. 2025-16 and a Determination that the Project is Exempt from CEQA. A Drive- Through is a Conditionally-Allowed Use in the Major Mixed-Use District Zone.

BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

On October 20 , 2025, the Planning Commission recommended approval of the CUP by a unanimous vote of those present.

Ayes: Armenta, Castle, Gogue, Miller, Quinones, Valenzuela Absent: Sanchez

EXPLANATION:

The applicant proposes to construct a 950 square-foot coffee shop (Dutch Bros Coffee) with two drive-through lanes. In addition to the drive-through, the approximately 0.45-acre property would have a total of three parking spaces. A CUP is required for a drive-through business.

The Planning Commission conducted a public hearing on October 20 , 202 5, and voted to recommend approval of the request based on the attached findings and recommended Conditions of Approval. The attached Planning Commission staff report describes the proposal in detail.

FINANCIAL STATEMENT:

An application fee of $3,700 was paid with the submittal of the subject CUP. Fees are anticipated to cover the cost of staff review time and processing of the permit.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Balanced Budget and Economic Development

ENVIRONMENTAL REVIEW:

This is a project under CEQA subject to a Categorical Exemption. In-Fill Development. CCR 15332.

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PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable

EXHIBITS:

Exhibit A – Planning Commission Staff Report with attachments Exhibit B – 10/20/25 Planning Commission PowerPoint slides

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Item no. 4
October 20, 2025

COMMUNITY DEVELOPMENT DEPARTMENT - PLANNING DIVISION
1243 NATIONAL CITY BLVD., NATIONAL CITY, CA 91950

PLANNING COMMISSION STAFF REPORT

Title: PUBLIC HEARING – DETERMINATION THAT THE

PROJECT IS CATEGORICALLY EXEM PT FROM THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
UNDER CLASS 32 OF THE CEQA GUIDELINES SECTION
15332 (IN-FILL DEVELOPMENT PROJECTS ) AND

CONDITIONAL USE PERMIT FOR A DRIVE -THROUGH

COFFEE SHOP (DUTCH BROS COFFEE) TO BE
LOCATED AT 1838 SWEETWATER ROAD.

Case File No.: 2025-29 CUP

Location: 1838 Sweetwater Road

Assessor’s Parcel Nos.: 563-231-31-00 & 563-231-32-00

Staff report by: Sophia Depew, Assistant Planner

Applicant: Alena Kriachko

Zoning designation: Major Mixed-Use District (MXD-2)

Adjacent use and zoning:

North: Subway, L&L Hawaiian BBQ, Boba Time / MXD-2

East: Denny’s & Texas Roadhouse / MXD-2

South: Home Coffee, Heart Revolution, LA Fitness / MXD-2

West: Various commercial and retail (CVS, Mors) / MXD-2

Environmental review: Categorically exempt from environmental review pursuant to Class 32, Section 15332 (In-fill Development)

Staff recommendation: Approve

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Planning Commission
Meeting of October 20, 2025

Page 1 ends

Staff Recommendation
Staff recommends approval of the Conditional Use Permit (CUP ) request for a drive-through coffee shop, subject to the recommended conditions in the attached resolution and a determination that the project is exempt from CEQA. A drive- through is a conditionally-allowed use in the Major Mixed-Use District zone.

Executive Summary
The applicant proposes t o construct a 950 square -foot coffee shop (Dutch Bros Coffee) with two drive -through lanes. In addition to the drive -through, the approximately 0.45-acre property would have a total o f three parking spaces. A CUP is required for a drive-through business.

Site Characteristics
The proposed coffee shop (Dutch Bros) would replace an existing 3,900 square- foot building located in the Sweetwater Crossing shopping center at 1 838 Sweetwater Road. The building proposed for de molition was originally built as a Pizza Hut restaurant, but has been vacant for some time . The site location is a

0.45-acre parcel within the larger shopping center. Three parking spaces will be provided on the property with additional spaces within the a djacent shopping center. The overall center has 227 excess spaces as of the most rec ent modifications that occurred when Texas Roadhouse was constructed. To the north of the proposed coffee shop is a multi-suite building with restaurants, to the east is Denny’s and Texas Roadhouse, to the south is LA Fitness and Heart Revolution Church, and to the west is the remainder of the shopping center comprised of a variety of commercial uses.

Customers from eastbound and westbound traffic on Sweetwater Road can access the shopping center drivew ay th at leads to the site , which is op posite Prospect Street. The drive-through will be accessed from the two-way drive aisle abutting the site within the shopping center. The property is zoned Major Mixed -Use District (MXD-2) and has a Major Mixed Use General Plan designation.

Proposed Use
The applicant (Dutch Bros Coff ee) is proposing to construct a 9 50 square -foot drive-through coffee shop. A double lane drive -through aisle is also proposed, which would accommodate queuing for approxi mately 26 vehicles. Customers would enter the shopping cent er from Sweetwater Road to acce ss the drive - through lanes that loop around the building in a counter -clockwise direction. All customer transaction s are proposed to be conducted person -to-person with no

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Planning Commission
Meeting of October 20, 2025

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electronic speaker system. The proposed building would also have a win dow for walk-up cus tomers. However, no indoor or outdoor seating is pro posed. Three parking spaces are provided on site , which could alleviate some demand from the drive-through lanes during peak times . The applicant intends to operate from 5:00 a.m. to 1 2:00 a.m. daily, if permitted . The new busine ss w ould employee between eight and ten people with the majority working on a part -time basis.

During operations, three to five staff members would be present per shift.

Analysis

General Plan
A coffee shop is a com mercial use, which is consistent with the mi xed-use land use designation established for this area of the City and is permitted by right.

However, some drive -through re staurants may be considered a “fast food” restaurant. A fast food eating place is defined as follows:

"Fast food eating place" means any retail food establishment that primarily provides short order food services for on -site dining or take -out service, where such food and beverage is served on paper, plastic, or other disposable containers, and including drive in and drive -through restaurants where ready-to-eat foods are served primarily to be consumed off the premises. This definition includes all self -service restaurants, except cafeterias, sit-down pizza parlors, and donut shops.

There are two General Plan policies that reference fast food restaurants:

Policy HEJ -4.2: Encourage the development of healthy food establishments in areas with a high concent ration of fast food establishments, convenience stores, and liquor stores.

Policy HEJ-5.4: Discourage unhealthy fast food outlets from locating near schools.

The Sweetwater Crossings shopping center has variety of food establishments, ranging from Texas Roadhouse, Denny’s, L&L Hawaiian Barbeque, and only one existing drive-through establishment (Carl’s Jr.) located on the o pposite e nd of the center. Across Sweetwater Road is a drive-through Taco Bell . Despite this, there is a variety of pre-existing healthy food options in close proximity to Dutch Bros Coffee that is consistent with HEJ -4.2. However, i t should be n oted tha t;

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Planning Commission
Meeting of October 20, 2025

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while sna cks such as muffins, granola bars, etc. are sold in conjunction with coffee and flavored beverages; Dutch Bros is a beverage outlet rather than a full- service restaurant. Therefore, as an elective purchase (coffee, beverage) , there is less likelihood of it being a “food option” and of a health concern.

With regard to HEJ -5.4, the nearest school i s Sweetwater Union High School , which is mor e than a half -mile away i n walking distance. Therefore, the coffee shop is not near a school.

Land Use Code
A coffee shop is a permitted use within the MXD -2 zone. H owever, businesses with a drive-through require the issuance of a CUP. In ad dition, Chapter 18.41 – Site Planning S tandards – has specific design requirements for drive -through businesses, including:

• Minimum queuing distances (established by CUP).
• Location of drive-through window and landscaping requirements. • Minimum 25-foot interior turning radius for drive-through aisles.

As part of traffic ana lysis conducted by the applicant team, a queuing study was performed based on the numbe r of vehicles served at similar Dutch Bros Coffee locations in Souther n California. The study found that the average queuing is nine vehicl es and the maxi mum average queuing is 17 .25 vehicles. The dual- lane drive-through, as proposed, can accommodate approximat ely 26 vehicles. It is anticipate d that the queue would largely s tay within the drive through l anes.

Dutch Bros employs traffic controllers during peak hours to direct vehicles to park instead of impede drive aisles. There are three proposed parking spaces on site that could handle additional wa iting customers , as well as adjacent shopping center parking. The applicant utilizes person-to-person ordering, which reduces time spent in the drive -through, and an exit lane for customers receiving their orders earlier or large orders to wait further reducing queuing demand on site.

The Land Use C ode (LUC) states that a drive-through window may not be located between the right -of-way and the building without a minimum 10-foot- wide landscape buffer. The coffee shop will be located within a shopping c enter, and will not adjacent t o any public right -of-way. Additionally, the project does include a landscape buffer around the entire site. The code also requires the drive-through aisles have a minimum interior turning radius of twenty -five feet for any curves. A smaller radius may be established through the Conditional Use

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Planning Commission
Meeting of October 20, 2025

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Permit process with the appro val of the City Engineer. The applicant has requested a reduced interior turning radius 20 feet, which was granted.

Design requirements for proj ects of this type in the MXD -2 zone are limited, with emphasis placed on arc hitectural variat ion (avoiding long blank walls and providing fenestration). All setbacks are met, and the height of the development is well under the maximum allowed in the MXD -2 zone (65 feet). The proposed design of the 950 sq uare-foot buil ding includes both wall plane variation and attached awnings and canopies. It should be noted that t he coffee shop, without a drive-through aisle, would be allowed by right.

Traffic
The proposed design places the new coffee shop toward the middle of the shopping ce nter, set back from Sweetwater Road. There a re three parking spaces proposed, with additional parking available in the shopping c enter.

Access to the drive-through lanes is at the north side of the property in a location that can accommodate ve hicles ente ring from the shopping c enter’s two-way drive aisle. A dual -lane is proposed for the drive -through to i ncrease queuing capacity on the site. Overall, there is approximately 550 linear feet of que uing space in the driveway, enough length to ac commodate 26 vehicles. Additional vehicles would be able t o queue without impacting the public right -of-way.

According to the analysis by the applicant using similar Dutch Bros Coffee locations, the average maximum queue is only 17.25 vehicles, so the proposed lanes are expected to be sufficient for cust omer dema nd. Furthermore, the applicant is providing an exit lane that would allow customers in l ine to move out of the queue if they receive their orders earlier.

Based on a traffic impact ana lysis conducted by th e app licant, the proposed project is pro jected to generate approximately 2,168 gross daily trips, including 138 trips in the a.m. peak hour and 130 trips in the p.m. peak hour on weekdays.

After apply ing pass ‐by trip reductions and accounting for the previous use, the net weekday trip generation for the site would be 756 addition al daily trips, including 32 additional trips in the a.m. peak hour and 44 additional trips in the p.m. peak hour. A pass ‐by trip is a trip where an intermediate stop is made on the way from the origin to the primary destination of the trip without making a route diversion. On weekends, the proposed project would generate 1,836 gross daily trips, includ ing 125 trips during the p eak hour . After applying pass ‐by trip reductions and accounting for the previous use, the net weekend trip generation for the site would be 544 additional daily trips and 18 additional peak‐hour trips.

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Planning Commission
Meeting of October 20, 2025

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All access driveways operate at a satisfactory Level of Service (LOS) C or better under existing conditions during both peak hours. The signalized intersection of Prospect Street ‐Sweetwater Crossing Driveway/Sweetwater Road and unsignalized RIRO (right in, right out) driveway/Sweetwater Road would operate at satisfactory LOS C or bett er during both peak hours without and with the proposed project. The proposed project would not adversely affect access or operations at the Sweetwater Crossing shopping center.

Projects are also required to assess project impac ts related to vehicle miles travelled (VMT) under the California Environmental Q uality Act (CEQA) . In this case, a detailed screening was not requi red due to the project’s limited size and the anticipation that the use would be locally serving rather than a regional draw.

Noise
Noise issues related to d rive-through businesses are usually related to vehicle queuing and ordering windows/speakers. Recent approvals for drive -through businesses have required noise -attenuating speakers at th e ordering window.

However, in this instance the applicant does not in tend to utilize an ordering window/speaker and will only take order s in person. It is not antici pated that the use, as proposed, will create nuisance noises. The Planni ng Commission may consider restrictio ns on the hours of o peration of the business, which is proposing hours from 5:00 a.m. to 12:00 a.m . There are o ther drive-through businesses currently operating within National City with similar hours, including the Carl’s Jr and Taco Bell off of Sweetwater Road.

Mailing
All property owners and occupants within a distance of 300 feet are required to be notified of a public he aring for a CUP application. Notice of this public hearing was sent to 130 occupants and owners. No public comment has been rece ived as of the writing this report.

Department Comments
Comments were provided by the Building Division, Engineering Department, and Fire Department related to standard requirements for new developments. The All comments have been incorpora ted as conditi ons of approval for the CUP.

Adherence to building and fire codes have also been addressed in the Conditions of Approval.

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Planning Commission
Meeting of October 20, 2025

Page 6 ends

Findings for Approval
The following are the required findings in the attached draft resolution:

1. Allowable Use: Drive-through businesses are identified as a conditio nally- allowed use in the Major Mixed-Use District (MXD-2) zone, and conditions of approval will assure the proposed drive -through aisles will meet all requirements as contained in NCMC §18. 41 – Site Planning Standards.

2. General Plan Consistency: Drive-through businesses are permitted uses, subject to a CUP, by the Land Use Code, which is consistent with the General P lan. In addition, a drive-through coffee shop is consistent with the Major Mixed -Use District zone land use designation and there are no Specific Plans affecting this location.

3. Compatibility, LUC, and Traffic: The new coffee shop w ill be built in compliance with the City’s LUC and all applicable building and fire co des.

In addition, the proposed dr ive-through aisle, subject to the conditions of approval, meets all re quirements for such uses outlined in the Land Use Code, as discussed above.

4. Suitability: The project is expected to generate approximately 756 net weekday daily trips and 544 weekend daily trips , which can be accommodated by the exist ing road network. Intersections i n this location are currently operating at a Level of Service (LOS) of C or better (passing) and are calculated by the provided traffic impact analysis to continue to have a passing LOS after construction . Th e site is locat ed within an urbanized area with access to all necess ary utilities and services and the proposed restaurant replaces a similar existing building.

5. No Nuisance: Noise issues related to drive-through businesses are usually related to vehicle queuing and ordering windows/speakers. Noise is not an issue given th at the applicant will utilize person to person ordering in lieu of an amplified ordering system. A vehicle miles traveled ( VMT) analysis was also conducted for the site and it is presumed to have a less than significant impact on VMT. In addition, the new business will benefit the public interest by providing new jobs.

1. California Environmenta l Quality Act (CEQA): The proposed project has been reviewed in compliance with the California Environmental Quality Act

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Planning Commission
Meeting of October 20, 2025

Page 7 ends

(CEQA) and has been dete rmined to be categoric ally exempt from environmental review pursuant to Class 32, Section 15332 (In -fill Development Projects) for which a Notice of Exemption will be filed subsequent to approval of this C onditional Use Permi t. Class 32 consists of projects characterized as in -fill development that is consiste nt with applicable general plan and zoning designations, proposed on an urban site no more than five acres, has a site with no value as habitat for endangered, rare or threatened species, would not result in any significant effects relating to traffic, noi se, air quality or water quality , and is adequately served by utilities and public services. The proposed use is consistent with this description and there is no potential for the project to cause either a direct or a reasonably foreseeable indirect physical change in the environment

Finding for Denial
There is one finding for denial as follows:

1. Granting the permit would constitute a nuisance or be injurious or detrimental to the public interest , health, safety, conven ience, or welfare, or materially injurious to persons, property, or improvements in the vicinity and zone in which the property is located , because it would contribute to a concentration of unhealthy fast food eating places.

Conditions of Approval
Conditions of Approval are i ncluded that address comments from the Engineering Department. Additional conditions are included related to adhe rence to California Building and Fire Codes and the City’s Land Use Code.

Summary
The proposed drive-through is consistent with the Land Use Code with the approval of a CUP. Conditions of Approval will ensure that the business operates in harmony with existing uses in the area. The potential impacts are minimal si nce design guidelines ensure an appro priately-designed projec t. In addition, the 26-vehicle storage capacity of the drive -through aisles will avoid impacts to adjacent City streets. Staff is recommending approval of this CUP request.

Options

1. Find the project exempt from CEQA under Class 32 of the CEQA Guidelines Section 15332 or other exemption and a pprove 2025-29 CUP, subject to the conditions included in the Resolution , or other conditions, and based on the

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Planning Commission
Meeting of October 20, 2025

Page 8 ends

findings included in the Resolution, or other findings to be determined by the Planning Commission; or,

2. Find the project not exempt from CEQA and/o r deny 2025-29 CUP based on the attached findings, or findings to be determined by the Planning Commission; or,

3. Continue the item to a specific date in order to obtain additional information.

Attachments

1. Draft Resolutions

2. Overhead

3. Applicant’s Plans (Exhibit A, Case File No. 2025-29 CUP, dated 9/29/2025)

4. Public Hearing Notice (Sent to 130 property owners and occupants)

5. Transportation Impact Assessment

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ATTACHMENT 1
RESOLUTION NO. 2025-16

A RESOLUTION OF THE PLANNING COMMISSION

OF THE CITY OF NATIONAL CITY, CALIFORNIA, DETERMINING THAT THE

PROJECT IS CATEGORICALLY EXEMPT FROM THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) UNDER CLASS 32 OF THE CEQA GUIDELINES SECTION 15332 (IN-FILL DEVELOPMENT) AND APPROVING A

CONDITIONAL USE PERMIT FOR A DRIVE-THROUGH COFFEE SHOP (DUTCH BROS COFFEE) TO BE LOCATED AT 1838 SWEETWATER ROAD
CASE FILE NO. 2025-29 CUP
APN: 563-231-31-00 & 563-231-32-00

WHEREAS, the Planning Commission of the City o f National City considered a Conditional Use Permit for a drive -through coffee shop (Dutch Bros Coffee) to be located at 1 838 Sweetwater Road at a duly advertised public hearing held on October 20, 2025, at which time oral and documentary evidence was presented; and,

WHEREAS, at said public hearing, the Planning Commission considered the staff report contained in Case File No. 2025-29 CUP maintained by the City and incorporated herein by reference along with evidence and testimony at said hearing; and,

WHEREAS, this action is taken pursuant to all applicable procedures required by State law and City law.

NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of National City, California, that the testimony and evidence prese nted to the Planning Commission at the public hearing held on October 20, 2025, support the following findings:

1. The proposed use is allowable within the applicable zoning district pursuant to a Conditional Use Permit and complies with all other applicable provisions of the Land Use Code because drive-through businesses are identified as a conditionally- allowed use in t he Major Mixed-Use District (MXD-2) zone, and the conditions of approval will assure the proposed drive-through aisles will meet all requirements as contained in NCMC §18. 41 – Site Planning Standards.

2. The proposed use is consistent with the General Plan and any applicable specific plan, because the Land Use Code conditionally allows drive-through businesses in

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the MXD-2 zone; the Land Use Code is consistent with the General Plan. There are no Specific Plans affecting this location.

3. The design, location, size, and operating characteristics of the proposed activity would be compatible with the existing and future land uses in the vicinity, because the property will be developed based on the provisions outlined in the Land Use Code. In addition, th e proposed drive -through aisle, subject to the conditions of approval, meets all requirements for such uses outlined in the Land Use Code.

4. The site i s physically suitable for the type, density, and intensity of use being proposed, including access, u tilities, and the absence of physi cal constraints, because a traffic impact analysis was conducted for the proposed use finding that the project is expected to generated approximately 756 net weekday daily trips and 544 weekend daily trips, which can be accommodated by the existing road network.

Intersections in this location are currently operating at a Level of Service (LOS) of C or better (passing) and ar e calculated by the provided traf fic impact analysis to continue to have a passing LOS after construction. The site is located within a n urbanized area with access to all necessary utilities and services and the proposed restaurant replaces a similar existing building.

5. Granting the permit would not constitute a nuisance or be injurious or detrimental to the public interest, health, safety, convenience, or welfare, or materially injurious to persons, property, or improvements in the vicinity and zone in which the property is located, because noise issues related to drive -through businesses, which are usually related to vehicle queuing and ordering windows and speakers, will not be an issue given that the applicant will utilize person to person ordering in lieu of an amplified ordering system . A vehicle miles traveled (VMT) analysis was also conducted for the site and the project is presumed to have a less than significant impact on VMT. In addition, the new business will benefit the public interest by providing new jobs.

6. The proposed project has been reviewed in compliance with the California Environmental Quality Act and has been determined to be categorically exempt from environmental review pursuant to Class 32 of the CEQA Guidelines, Section 15332 (In-fill Development Projects), for which a Notice of Exemption will be filed subsequent to approval of this CUP. Class 32 consists of projects characterized as in-fill development that is consiste nt with applicable general plan and zoning designations, proposed on an urban site no more than five acres, has a site with no value as habitat for endangered, rare or threatened species, would not result in any significant effects relating to traffic, noi se, air quality or water quality , and is

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adequately served by utilities and public services. The proposed use is consistent with this description and there is no potential for the project to cause either a direct or a reasonably foreseeable indirect physical change in the environment

BE IT FURTHER RESOLVED that the ap plication for Conditional Use Permit is hereby approved subject to the following conditions:

General

1. This Conditional Use Permit authorizes a drive-through coffee shop at 1 838 Sweetwater Road. Except as required by conditions of approval, all plans submitted for permits associated with the project shall conform to Exhibit A, Case File No. 2025-29 CUP, dated 9/29/2025.

2. Before this Conditional Use Permit shall become effective, the appli cant and the property owner both shall sign and have notarized an Accept ance Form, provided by the Planning Division, acknowledging and accepting all conditions imposed upon the approval of this permit. Failure to return the signed and notarized Acceptance Form within 30 days of its receipt shall automatically terminate the Conditional Use Permit.

The applicant shall also submit evidence to the satisfaction of the Plann ing Division that a Notice of Restriction on Real Property is recorded with the County R ecorder.

The applicant shall pay necessar y recording fees to the County . The Notice of Restriction shall provide information that conditions imposed by approval of the Conditional Use Permit are binding on all present or future interest holders or e state holders of the property. The Notice of Restriction shall be approved as to form by the City Attorney and signed by the City Manager or assign prior to recordation.

3. Within four (4) days of approval, pursuant to Fish and Game Code 711.4 and the California Code of Regulations, Title 14, Section 753.5, the applicant shall pay all necessary environmental filing fees for the San Diego County Clerk. Checks shall be made payable t o the San Diego County Clerk and submitted to the National City Planning Department.

4. This permit shall become null and void if not exercised within one year after adoption of the resolution of approval unless extended according to procedures specified i n the Municipal Code.

5. This permit shall expire if the use authorized by this resolution is discontinued for a period of 12 months or longer. This permit may also be revoked, pursuant to provisions of the Land Use Code, if discontinued for any lesser period of time.

6. This Conditional Use Permit may be revoked if the operator is found to be in violation of any Conditions of Approval or applicable law.

Building

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7. Building plans and permits sh all be required to meet current California Building, Mechanical, Electrical, Plumbing, Accessibility, Green, Energy, and Fire Codes. a. A soils report is required for all new construction. b. Project r equires Sweetwater Authority approval prior to permit issuance to determine the project has sufficient water supply.

Engineering

8. Storm Water Requirements
a. A Hydrology study (100 year flood) is required for the new project. The study should consider the proposed project area to the clo sest municipal storm drain collection point. The study should consider the adequacy of the existing storm drain system to convey any additional run off. All Hydrology study findings and recommendations are part of Engineering Department requirements.
b. The comp leted Storm Water BMP Requirements Applicability Form I -1 and I -2 checklist is required to be submitted to the Engineering Department along with the grading plan submittal.
c. The Best Management Practices (BMPs) for the maintenance of the propos ed construction shall be undertaken in accordance with the National Pollutant Discharge Elimination System ( NPDES) regulations which may require a Storm Water Pollution Prevention Plan (SWPPP) for the project. An approved SWPPP will be required prior to issuing of a construction permit.
d. All surface run -off shall be treated with an approved Standard Urban Runoff Mitigation Plan (SUSMP) Best Management Practice (BMP) for all Priority SUSMP projects. No runoff will be permitted to flow over the sidewalk. Adjacent properties shall be protected from surface run-off resulting from this development. e. All existing and p roposed curb inlet on property shall be provided with a “No Dumping” signage in accordance with the NPDES program.
f. A hydromodification plan or a letter sealed and signed by the Engineer of Work explaining why the project is exempt from hydromodification requirements shall be submitted.

9. Engineering Land Development Requirements
a. The Property is in the Federal Flood Plain area. Flood h azard permit shall be obtained from the Engineering Department.

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b. A grading and drainage plan shall be submitted showing all o f the proposed and existing on -site and off -site improvements. The plan shall be prepared in accordance with the City’s standard requirements by a Registered Ci vil Engineer.

All necessary measures for prevention of storm water pollution and hazardous material run-off to the public storm drain system from the proposed parking lot or development shall be implemented with the design of the grading. This shall include the provision of such devices as storm drain interceptors, clarifiers, or filters. Best Management Practices for the maintenance of the parking lot, including sampling, monitoring, and cleaning of private catch basins and storm drains, shall be undertaken in accordance with the National Pollution Discharge Elimination System (NPDES) regulations. A private storm water treatment maintenance agreement shall be signed and recorded. A check list for preparation of the grading plan/drainage plan is available at the Engineering Department. c. The method of sewage collection and disposal shall be shown on the grading/drainage plan. Any new sewer lateral in the City right-of-way shall be 6 inch in size with a clean out. A sewer st amp “S” shall be provided on the curb to mark the location of the lateral.
d. Separate street and sewer plans prepared by Registered Ci vil Engineer, shall be submitted showing all of the existing and proposed improvements. The plans shall be in accordance with City requirements.
e. A soils engine ering report shall be submitted for the Engineering Department’s review, after Planning Commission approval. The report shall address the stability of all of the existing and proposed slopes on the property. It shall also address the adequacy of the buildi ng pads, the criteria for any new retaining wall design, the maximum allowable soil bearing pres sure and the required pavement structural sections for the proposed streets, the parking areas, and the driveways. As a minimum, the parking lot pavement sections shall be 2 inch A.C. over 4 inch Class II aggregate base. The street pavement sections shall be in accorda nce wi th National City modified Standard Drawing G -34. All soils report findings and recommendations shall be part of the Engineering Department requirements. f. A title report shall be submitted to the Engineering Department, after the Planning Commission approval, for review of all existing easements and the ownership at the property.
g. A limited traffic study is required for the proposed development. h. A cost estimate for all of the proposed grading, drainage, street improvements, landscaping an d retaining w all work shall be submitted with the plans. A

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performance bond equal to the approved cost estimate shall be posted. Three percent (3%) of the estimated cost shall also be deposited with the City as an initial cost for plan checking and inspection services at the time the plans are submitted.

The deposit is subject to adjustment according to actual wor ked hours and consultant services
Fire

10. Plans are to be designed, fabricated and installed to code.

11. Project to be in compliance with the current e ditions of th e National Fire Protection Association, California Fire Code 2022 Edition, Title 19 and local City of National City Municipal Codes.

12. A California Fire Code Change (CFC) will occur beginning in 2026 with this Authority Having Jurisdiction (AHJ).

13. California fire code shall be considered if structure is to be outfitted with fire alarm and fire sprinklers.

14. A fire flow letter shall be requested from this AHJ early in the process if fire sprinklers will be installed.

15. Fire apparatus access roads shall comply with the requirements of this section (Section 5 CFC 2022) and shall extend to within 150 feet of all portions of the faci lity and all portions of t he exterior walls of the first story of the building as measured by an approved route around the exterior of the building. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved are a for turning around fire apparatus. This comment shall apply to new residential structures.

The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire rescue operations or where necessary to meet the public safety objectives of the jurisdiction.

16. The required width of emergency fire apparatus access roads shall not be obstructed in any manner, including parking of vehicles. All access roads shall be no less than 20 feet wide, no less than 14 fe et high and shall have an all weathered road with the ability to support 75 thousand pounds or greater. Where a fire hydrant is located on a fire apparatus road; the minimum road width shall be 26 feet. A 28 foot turning radius is required for fire department access through site. All fire department access roads shall be painted and signed to prevent parking in t hese required designated emergency areas.

17. Grade of fire apparatus road shall be within the limits established (15% Grade) by the fire code official based on fire department’s apparatus.

18. Buildings or portions of buildings or facilities exceed ing 30 feet i n height measured vertically from the centerline of the street adjacent to the project above the lowest level

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of f ire department vehicle access sha ll be provided with approved fire apparatus access roads capable of accommodating fire department aerial apparatus.

19. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or bet ween the aerial fire apparatus road and the building. Other obstructions shall be permitted to be placed with approval of the fire code official.

20. Aerial fire apparatus roads shall have a minimum unobstructed width of 26 feet, exclusive of shoulders, in the immediate vicinity of the building or portion thereof.

21. Fire hydrants to be located throughout the project as not to have a separation distance greater than 300 feet. Fire hydrants to be located within 400 feet of all locations which are roadway ac cessible. (Measurement starts from nearest existing fire hydrant to project).

22. The following items pertain to fire hydrants:
a. Size and location, including size and number of outlets and whether outlets are to be equipped with independent gate valves.
b. Fire hydrant to be of three outlet design

23. Provide calculation confirming flow availability to meet fire flow demands and supply large diameter hose (4 inch).

24. Fire hydrants to be marked by use of blue reflective marker in the roadway.

25. Upon submittal for an underground permit, the following shall be included:
a. Data sheet for Back-Flows
b. Data sheets for Private and Commercial Hydrants
c. Data sheets for Post Indicator Valves
Information on required fire hydrants back-flow devices, etc.; can be acquired from Sweetwater Authority. All pipe and their appli ances, shall meet industry/code standards for underground use

26. An approved water supply for fire protection, either temporary or permanent, shall be made available as soon as combustible material arrives on the site.

27. Approved vehicle access for firefighti ng shall be provided to all construction and demolition sites. Vehicle access shall be provided to within 100 feet of temporary or permanent fire department connections. Vehicle access shall be provided by either temporary or permanent roads, capable of supporting vehicle loading under all weather conditions. Vehicle access shall be maintained until permanent fire apparatus access roads are available.

28. Where there is conflict between a general requirement and a specific requirement, the specific requirement shall be applicable. Where, in a specific case, different sections of

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this code specify different materials, methods of construction or other requirements, the most restrictive shall govern.

29. Should any plan corrections be required, contractor must correc t the plan and re - submit to the Fire Department for approval once again prior to installation.

Planning

30. A la ndscape and underground irrigation plan shall be submitted as part of the construction permitting process in compliance with Land Use Code Chapter 18.44. The landscaping and irrigation required by this approval shall be maintained for the life of the project.

31. Plans submitted for construction shall conform to minimum turning radius requirements for drive -through businesses unless th e City Engineer app roves a lesser radius.

Building permit plans shall be fully dimensioned and include all proposed signage and striping for the drive-through aisles, driveways, and parking spaces.

32. Business operations shall comply with Municipal Code Title 12 (Noise) at all times.

Plans submitted for construction shall refl ect the use of sound -attenuating speakers that automatically reduce the volume of ordering speakers during periods of low ambient noise should an electronic ordering system be installed.

33. Plans submitted for construction shall conform to Land Use Code Chapter 18.46 (Outdoor Lighting).

34. Plans submitted for construction shall comply with the guidelines stated in Land Use Code Section 18.42.050 (Commercial and institutional building design standards).

35. The trash enclosure design shall be in compliance with Municipal Code Title 7, Section

7.10.080 (Enclosures required), including the use of flame retardant materials.

36. The trash enclosure shall be painted with graffiti-resistant coating to a height of six feet.

37. The business shall only be permitted to operate between the hours of 5:00 a.m. to 12:00 a.m. daily.

38. Directional signs are not to exceed three square-feet per sign.

39. No new pole signs or monument signs are permitted. The business shall co-locate on existing monument and pole signs within the shopping center.

40. The operator of the business shall maintain an active business license and ensure that the business license renewed annually.

Indemnification Agreement
The Applicant shall defend, indemn ify, and hold ha rmless the City, its agents, officers, and employees from any and all claims, actions, proceedings, damages, judgments, or costs, including attorney's fees, against the City or its agents, officers, or

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employees, relating to the issuance of this permit including, but not limited to, any action to attack, set aside, void, challenge, or annul this deve lopment approval and any environmental document or decision. The City will promptly notify the Applicant of any claim, action, or proceeding. The City may elect to conduct its own defense, participate in its own defense, or obtain independent legal counsel in defense of any claim related to this indemnification. In the event of such election, the Applicant shall pay all of the costs related thereto, including wit hout limitation reasonable attorney's fees and costs. In the event of a disagreement be tween the City and Applicant regarding litigation issues, the City shall have the authority to control the litigation and make litigation related decisions, including, but not limited to, settlement or other disposition of the matter. However, the Applicant shall not be required to pay or perform any settlement unless such settlement is approved by the Applicant.

BE IT FURTHER RESOLVED that copies of this Resolution be tr ansmitted forthwith to the applicant and to the City Council.

BE IT FINALLY RESOLVED t hat this Resolution shall become effective and fin al on the day following the Cit y Council meeting where the Planning Commission resolution is set for review, unless an appeal in writing is filed with the City Clerk prior to 5:00 p.m. on the day of that Ci ty Counci l meeting. The City Council may, at that meeting, appeal the decision o f the Planning Commission and set the matter for public hearing.

CERTIFICATION:

This c ertifies that the Resolution was adopted by the Planning Commission at their meeting of October 20, 2025, by the following vote:

AYES:

NAYS:

ABSENT:
________________________
ABSTAIN: CHAIRPERSON

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RESOLUTION NO. 2025-16

A RESOLUTION OF THE PLANNING COMMISSION

OF THE CITY OF NATIONAL CITY, CALIFORNIA

DENYING A CONDITIONAL USE PERMIT FOR A DRIVE-THROUGH COFFEE SHOP (DUTCH BROS COFFEE) TO BE LOCATED AT 1838 SWEETWATER ROAD CASE FILE NO. 2025-29 CUP
APN: 563-231-31-00 & 563-231-32-00

WHEREAS, the Planning Commission of the City of National City considered a Conditional Use Per mit for a drive-through coffee shop (Dutch Bros Co ffee) to be located at 1838 Sweetwater Road at a duly adverti sed public h earing held on October 20, 2025, at which time oral and documentary evidence was presented; and,

WHEREAS, at said public hearings t he Planni ng Commission considered the staff report contained in Cas e File No. 202 5-29 CUP maintained by the City and incorporated herein by reference along with evidence and testimony at said hearing; and,

WHEREAS, this action is taken pursuant to all ap plicable procedures required by State law and City law.

NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of National City, California, that the t estimony and evidence presented to the Planning Commission at the public hearing held o n October 20, 2025, support the following finding:

1. Granting the permit would constitute a nuisance or be injurious or detrimental to the public interest, health, safety, convenience, or welfare, or materially injurious to persons, property, or improvements in the vicinity and zone in which the property is located, because it would contribute to a concentration of unhealthy fast food eating places.

BE IT FURTHER RESOLVED that copies of this Resolution be transmitted forthwith to the applicant and to the City Council.

BE IT FINALLY RESOLVED that this Reso lution shall become effective and final on the day following the City Cou ncil meeting where the Planning Commission resolution is set for review, unless an appeal in writing is filed with the City Clerk pri or to 5:00 p.m. on the day of that City Council me eting. The City Council may, at that

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meeting, appeal the decision of the Planning Commission and set the matter for pub lic hearing.

CERTIFICATION:

This certifies that the Resolution was adopted by the Pla nning Com mission at their meeting of October 20, 2025, by the following vote:

AYES:

NAYS:

ABSENT:

ABSTAIN: ________________________

CHAIRPERSON

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ATTACHMENT 2

2025-29 CUP – 1838 Sweetwater Road – Overhead

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W W W W W

ORDER AHEAD

ORDER AHEAD
X
X X

6.0' 6

12.0' 7

8.0'

15.0'919
8 10.0'18

10.0'
14 5.0'
5 EX. LANDSCAPE
MEDIAN (N.A.P.)
EX. TREE
(TYP.)

PROPERTY
LINE
ADJ. PROPERTY
LINE
EX. PARKING LOT
(N.A.P.)
EX. PARKING LOT
(N.A.P.)
EX. POWER
POLE (N.A.P.)
EX. PARKING LOT
(N.A.P.)
EX. PARKING LOT
(N.A.P.)
EX. PRIVATE DRIVE AISLE
(N.A.P.)
EX. PRIVATE DRIVE AISLE
(N.A.P.)
EX. LANDSCAPE
ISLAND (N.A.P.)
PROP. SAWCUT
LINE

16.07'

8.0' 9.0'

5.87'

11.0' 24.0'
PROP. DRIVE AISLE

8.09'

9.0'
TYP.

18.0'
TYP.

6.0'50.33'13.83'

6.0'

17.5'12.0'

2.5'

12.0'5.0'4.0'9.3'10.0'

23.13'

24.83'18.0'

1.7'2.5'

12.0'
PROP. DUTCH

BROS BUILDING

2.5'

12.0'4.5'

0.83'

12.0' 12.0' 2.43'

7.0'

12.15' 31.0'

5.0'

22.73'

4.0'

5.83'

6.0'

8.0'

8.0'4.2'
PROP. MENU
BOARD
PROP.

SIDEWALK
EX. CROSSWALK
(TO REMAIN)
EX. SEWER MANHOLE
(TO REMAIN)
EX. SITE LIGHT
(TO REMAIN) EX. SITE LIGHT
(TO REMAIN)
PROP. CURB
(TYP.)
PROP. ACCESSIBLE

CURB RAMP
PROP. ACCESSIBLE

CROSSWALK
PROP. ACCESSIBLE

CURB RAMP
PROP. DB DIRECTIONAL

SIGNAGE
PROP. ACCESSIBLE

CURB RAMP
PROP. SAWCUT
LINE
PROP. SAWCUT
LINE
PROP. LANDSCAPE
ISLAND
EX. CURB
(TO REMAIN)
EX. CURB
(TO REMAIN)
PROP. CURB
(TYP.)
PROP. CURB
(TYP.)
PROP. DB DIRECTIONAL

SIGNAGE

OVERHANG
(TYP.)
PROP. WHEELSTOP
(TYP.)
EX. TRANSFORMER
(TO REMAIN)EX. SD INLET
(N.A.P.)
EX. SITE LIGHT
(TO REMAIN)

PROPERTY
LINE

PROPERTY
LINE
PROP. MENU
BOARD
PROP.

ACCESSIBLE

CROSSWALK
PROP. CURB
(TYP.)
PROP. TRASH

ENCLOSURE
PROP. MENU
BOARD (TYP.)
PROP. BIKE
RACK
PROP. ACCESSIBLE

PARKING STALL
PROP. LANDSCAPING
(SEE LANDSCAPE PLAN
FOR DETAILS, TYP.)
PROP. LANDSCAPING
(SEE LANDSCAPE PLAN
FOR DETAILS, TYP.)
PROP. LANDSCAPING
(SEE LANDSCAPE PLAN
FOR DETAILS, TYP.)
PROP. LANDSCAPING
(SEE LANDSCAPE PLAN
FOR DETAILS, TYP.)
EX. LANDSCAPING
(TO REMAIN, TYP.)
PROP. SAWCUT
LINE
EX. CURB
(TO REMAIN)
EX. CURB
(TO REMAIN)
EX. ACCESSIBLE

CURB RAMP
(TO REMAIN)
R=15'
R=5'
R=20'
R=20' R=20'
R=
20'
R=
20'
R=25'
R=20'
R=20'
R=5'
R=3'
R=20'
R=3'
R=10'
R=2'
R=5'
R=15'
R=3'
R=3'
R=3'
R=3'
EX. ACCESSIBLE CROSSWALK

TO PUBLIC R/W ON SWEETWATER
ROAD

ACCESSIBLE PATH

OF TRAVEL

ACCESSIBLE PATH

OF TRAVEL
EX. CURB & GUTTER
(TO REMAIN)
EX. TRASH

ENCLOSURE
(N.A.P.)
PROP. ACCESSIBLE

CURB RAMP
PROP. ACCESSIBLE

TRANSITION

34.11'

6.5'

4.5'

2.5'

12.0'

2.5'

12.0'

11.0'

11.39'

ACCESSIBLE PATH

OF TRAVEL

ACCESSIBLE PATH

OF TRAVEL

5.34'16.6' 5.25'

11.69'

26.0'
PROP. LANDSCAPING
(SEE LANDSCAPE PLAN
FOR DETAILS, TYP.)

5.0'
PROP. STOP
SIGN
PROP. DIRECTIONAL STRIPING
(TYP.) EXACT LOCATION TO BE

DETERMINED DURING FINAL

DESIGN PHASE

8.57'
AARON M. ALBERTSONDATE
R.C.E. 65513, EXP. 09/30/25
09/17/2025

DUTCH BROS
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
APN: 563-231-32-00
BM #A-152-45
"K" AVE. BP W. CURB "K" AVE. 8' S/O S/1 28TH ST. SW
ELEVATION = 60.97
03 REVISIONS

NUMBERDATEAPP'V'D
DRAWN BY:

CHECKED BY:

DATE:

WRA
HMY
09/17/2025
BENCHMARK:

THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 18°27'43" WEST ALONG THE EAST LINE OF LOT 7 AND LOT 8 AS SHOWN ON MAP NO. 8432, IN THE OFFICE OF SAN DIEGO COUNTY RECORDER, STATE OF CALIFORNIA.

BASIS OF BEARINGS:SHEET
OF
PLANS PREPARED BY:CONCEPTUAL SITE PLAN
01 LEGEND:

PROPERTY LINE

EXISTING EASEMENT

PROPOSED CONCRETE

PROPOSED LANDSCAPE

CENTERLINE

PROPOSED AC PAVEMENT

PROPOSED FENCELINE XXXX

DEVELOPER
BOERSMA BROS. LLC,
P.O. BOX 1929
GRANTS PASS, OR 97528
CONTACT: JOHN CAGLIA
TEL.: 714.883.9092

CIVIL ENGINEER

COMMERCIAL DEVELOPMENT RESOURCES
695 TOWN CENTER DRIVE #110
COSTA MESA, CA 92626
CONTACT: AARON ALBERTSON, P.E.

TEL.: 949.610.8997
SURVEY

CDS COMMERCIAL DUE DILIGENCE SERVICES
3550 W ROBINSON STREET, 3RD FLOOR
NORMAN, OK 73072
CONTACT: AARON M. HAVENS
TEL.: 405.253.2444

SITE ADDRESS
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
APN
563-231-32-00

EARTHWORK QUANTITIES
CUT: 290 CY
FILL: 60 CY
NET:230 CY (EXPORT)
NOTE: THESE ARE ENGINEER'S ESTIMATES
ONLY. THESE QUANTITIES ARE MEANT FOR

BONDING AND PERMITTING PURPOSES
ONLY. CONTRACTOR TO PERFORM THEIR

OWN TAKE-OFFS FOR BIDDING AND
CONSTRUCTION PURPOSES. REFERENCE
SOIL REPORT.

SHEET
NO.

SHEET INDEX

ARCHITECT

ARMET DAVIS NEWLOVE & ASSOCIATES
1330 OLYMPIC BOULEVARD
SANTA MONICA, CA 90404
CONTACT: PAUL DEPPE AIA, NCARB, CASp
TEL: 310.452.5533
01CONCEPTUAL SITE PLAN
CONCEPTUAL GRADING PLAN02

SHEET TITLE
CONCEPTUAL UTILITY PLAN03
(XX.XX) EXISTING ELEVATION

APN ASSESSOR'S PARCEL
NUMBER

BW BOTTOM OF WALL

BOW BACK OF WALK

CF CURB FACE

CIP CAST IRON PIPE

CL CENTERLINE

ELEV ELEVATION

ELEC ELECTRICAL

EPB ELECTRIC PULL BOX

EX EXISTING

FG FINISH GRADE

FF FINISH FLOOR

FL FLOW LINE

FS FINISH SURFACE

FW FIRE WATER

GB GRADE BREAK

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

OC ON CENTER

PL PROPERTY LINE

PROP PROPOSED

SD STORM DRAIN

SS SANITARY SEWER

TC TOP OF CURB

TG TOP OF GRATE

TYP TYPICAL

TW TOP OF WALL

VCP VITRIFIED CLAY PIPE

W WIDTH

WM WATER METER
ABBREVIATIONS:

PROPERTY AREA TOTAL = 20,000 SF (0.459 AC)
DISTURBED AREA TOTAL= 21,036 SF (0.483 AC)
EXISTING CONDITION:

IMPERVIOUS AREA= 13,923 SF (66%)
PERVIOUS AREA = 7,113 SF (34%)
PROPOSED CONDITION:

IMPERVIOUS AREA= 4,656 SF (22%)
PERVIOUS AREA = 16,380 SF (78%)
GENERAL PLAN: MIXED USE
ZONING: MXD-2
FEMA FLOOD ZONE:

THE SUBJECT PROPERTY LIES WITHIN ZONE SHADED
"X" OF FEDERAL EMERGENCY MANAGEMENT AGENCY
FLOOD MAP NUMBER 06073C 1912 G BEARING AN
EFFECTIVE DATE OF 5/16/2012.

ZONE SHADED "X" DENOTES AREAS WITH REDUCED
FLOOD RISK DUE TO LEVEE.

PROJECT SITE DATA
1 SPACE PER 200 SF
BUILDING SQUARE FOOTAGE = 1,025 sf
PARKING REQUIRED: 5 STALLS
PARKING PROVIDED: 7 STALLS

PARKING COUNT

NOT TO SCALE

VICINITY MAP
E 30TH ST

VISTA WAY

ORANGE ST

OLIVE ST
N. 2ND AVE
54 54
805
805

SWEETWATER RIVER

EUCHLID AVE

PROPOSED PERVIOUS PAVERS

PROPOSED POROUS CONCRETE

ACCESSIBLE PATH OF TRAVEL

EXISTING EASEMENT LABELXX
ATTACHMENT 3

Page 74 of 833 ends

ELC
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C-11.04INV
C-11.07INV
C-11.03INV
ATT
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OHE
OHE
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OHE
OHE
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OHE

24.26FS

24.27FS

24.30FS

24.10FS

24.27FS

23.57FS 23.67FS

24.57FS

24.59FS

24.60FS

24.57FS

24.77FS

24.74NG

25.41NG

25.47NG

25.84NG

25.04NG

24.99NG

24.89NG

25.08NG

25.17NG

24.78NG

25.13NG

25.44NG

25.03NG

24.79NG24.81NG

24.99NG

25.32FS

25.38FS

24.22FS

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23.53FS

23.96FS

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23.87FS24.15FS

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24.20FS

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24.57FS

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23.78FS

24.29TC

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24.31TC

23.73FS

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23.40FS

23.93TC

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24.14TC

23.76FS

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23.98FS

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24.21FS

24.69TC

24.31FS

24.89TC

24.42FS

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24.79TC

24.44FS

24.70TC

24.38FS

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23.95FL

24.20TC

23.71FL

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23.95TC

23.47FL

23.42TC

23.09FS

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22.94FS

23.84TC

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23.68FS 24.12TC

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23.91FS24.43TC

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23.70FS

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23.76FS 24.67TC

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LP
ICV
FH
ICV
ICV
LP
BFD
WM
EPB
LP
EV
LP
AV
ETEV
LP
ICV
ICV
SMH

FDCWM PIV
LP
ICV
ICV
LP
LP
LP
EPB

36.2'

20.1'

40.6'

60.6'

76.6'

40.5'
WV
1838 SWEET WATER ROAD
1 STORY WOOD BUILDING
BUILDING HEIGHT = 17'±
BUILDING AREA = 3,917 S.F.±

BUILDING
24 2423
24 24
2424
24 24
24 25
25 25
24 24
25 25
25 25
25 25 25
25 2525
25 24
24 24
24 24
24 23 23
23 23
23 23
23 24
24 24
24 24
24 24
24 24
24 24
24 24
24 24
LOT 1
MAP NO. 8432
LOT 11
MAP NO. 8432
PARCEL 1
PARCEL MAP NO. 12603
PARCEL 4
PARCEL MAP NO. 12603
LOT 8
MAP NO. 8432
LOT 7
MAP NO. 8432
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
PROP. DUTCHBROS BUILDING

PRIVATE DRIVE
(N.A.P.)
EX. PARKING
LOT
(N.A.P.)
EX. PARKING
LOT
(N.A.P.)
EX. PARKING
LOT
(N.A.P.)

6.0'

11.0'
APPROX. 26 CAR

STACKING
EX. ACCESSIBLEPATH OF TRAVEL
EX. ACCESSIBLEPATH OF TRAVEL
PROP. TRASHENCLOSURE
EX.

TRANSFORMER
EX. POWERPOLE
EX. TRASHENCLOSURE
PROP. MENU
BOARD
PROP. MENUBOARD
PROP. MENUBOARD
PROP. MENU
BOARD
PROP. MENU
BOARD
PROP. MENU
BOARD

DUTCH BROSTHANK YOUSIGNAGE

DUTCH BROSDIRECTIONALSIGNAGE

ORDER AHEAD

9.7'

6.0'

12.0'

2.5' 7.0'

8.0'

18.0'

9.0'

9.0' 9.0'

5.9'

12.0'

11.0'

24.0'

8.1'

18.0'

6.0'

50.3'

13.8'

4.7'

2.5'

12.0'

2.5'

8.0'

2.5'

4.0'

18.0'

24.8'

0.8'

16.2'

5.3'

5.2'

12.0'

2.5'

9.0'5.0'

12.7'

6.0'

7.8'

2.5'

24.0'

8.7'

12.0'

22.7'

5.0'
W
W
W
SS
SS
SS
X
SD
SD
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
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WF
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WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
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WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
FF
FF
FF
FF
FF
FF
FF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
IC
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
R12
R17
R3
R8
R1
R1
R5
R2
R1
A
R2
R7
R9
R9
BR6 R16
R15
R2
R10
R9
R7
R14
R3
R11
A
A
R13
R2

EXISTING PLANT LEGEND
EX. TREES BOTANICAL /

COMMON NAME
EX. SHRUBS BOTANICAL / COMMON NAME
VARIOUS SPECIES: SENECIO SP., RHAPHIOLEPIS SP., WESTRINGIA SP., LANTANA SP., DIANELLA SP.,
PHOENIX DACT.

DATE PALM

TIPUANA TIPU

TIPU TREE
EUCALYPTUS CIT.

LEMON SCENTED GUM
EX. TREES BOTANICAL /

COMMON NAME

PLANT LEGEND
TREES QTY. BOTANICAL / COMMON NAME SIZE FORM / COMMENTS 5,000
-
DETAIL REF. SIZE (HxW)

HESPERALOE PARVIFLORA

RED YUCCA
5 GAL. PER PLAN

SHRUBS SPACING / COMMENTS
-
- H: ±3'
W: ±3'

ARCTOSTAPHYLOS 'EMERALD CARPET'

EMERALD CARPET MANZANITA
1 GAL. 3'-0" O.C.

GROUNDCOVER
- - H: ±1'
W: 4' - 5'

WATER USE

VERY LOW
LOW
-
-
-
- SENECIO MANDRALISCAE

BLUE CHALK STICKS
-
H: 1' - 2'
W: 2' - 3'
QTY. BOTANICAL / COMMON NAME SIZE DETAIL REF. SIZE (HxW)WATER USE SPACING / COMMENTSQTY. BOTANICAL / COMMON NAME SIZE DETAIL REF. SIZE (HxW)WATER USE

WESTRINGIA FRUTICOSA 'MORNING LIGHT'

MORNING LIGHT COAST ROSEMARY
3'-0" O.C.
-
H: 3' - 4'
W: 4' - 5'
LOW5 GAL.

FF
WF

FURCRAEA FOETIDA 'MEDIOPICTA'
NCN

PER PLAN
-
H: 4' - 5'
W: 6' - 8'
LOW5 GAL.
1 GAL 2'-0" O.C. LOW
LAGERSTROEMIA INDICA x FAURIEI 'NATCHEZ'

NATCHEZ CRAPE MYRTLE
-24" BOX STANDARD LOW H: 20' - 25'
W: 15' - 20'
HP

LANDSCAPE PLAN
L-1
Today's Ideas. Tomorrow's Reality
695 Town Center Dr. #110 Costa Mesa, CA 92626
T 949-640-8997 www.CDRwest.com

NUMBER DATE

REVISIONS

APP'V'D
BH
BHCHECKED BY:

DRAWN BY:

DATE: JULY 14, 2025
SHEET
BASIS OF BEARINGS:

BENCHMARK:

Signature
Renewal Date
Date
Sept. 30, 2025
July 14, 2025
LANDSCAPE ARCHITECTURE ENTITLEMENT PLANS PREPARED BY:

UNDERGROUND SERVICE ALERT

OF SOUTHERN CALIFORNIA

DUTCH BROS
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
APN: 563-231-32-00
BM #A-152-45
"K" AVE. BP W. CURB "K" AVE. 8' S/O S/1 28TH ST. SW
ELEVATION = 60.97

THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH
18°27'43" WEST ALONG THE EAST LINE OF LOT 7 AND
LOT 8 AS SHOWN ON MAP NO. 8432, IN THE OFFICE

OF SAN DIEGO COUNTY RECORDER, STATE OF
CALIFORNIA.

LANDSCAPE & IRRIGATION NOTES

1. A 3" DEEP LAYER OF ORGANIC PLANTING MULCH SHALL BE INSTALLED IN ALL LANDSCAPE AREAS (EXCLUDING TURF AREAS).

2. ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES AS SHOWN ON PLANTING PLANS AND/OR WHEN INSTALLED WITHIN 5'-0" OF UTILITIES, CONCRETE PAVING, CURB OR OTHER FLATWORK. ROOT BARRIERS SHALL BE A MINIMUM OF 10'-0" IN LENGTH AND CENTERED ON THE TREE TRUNK.

3. ALL IRRIGATION SYSTEMS SHALL BE OPERATED BY AN AUTOMATIC CONTROLLER UTILIZING

EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA AND WILL HAVE MANUAL SHUT OFF VALVES.

4. ALL IRRIGATION COMPONENTS MUST COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS.

5. A MINIMUM OF ONE FOOT DEPTH OF UNCOMPACTED SOIL SHALL BE PROVIDED FOR WATER

ABSORPTION AND ROOT GROWTH IN EACH PLANTED AREA

6. A SOILS REPORT SHALL BE PREPARED AND SUBMITTED WITH THE CERTIFICATE OF COMPLETION.

SOIL SAMPLES SHALL BE COLLECTED AFTER GRADING OPERATIONS ARE CONDUCTED AND PRIOR TO THE INSTALLATION OF LANDSCAPE MATERIALS.

7. A 3 FEET (MINIMUM) CLEAR SPACE SHALL BE PROVIDED AROUND ALL FIRE PROTECTION

EQUIPMENT SUCH AS FIRE HYDRANTS, FIRE DEPARTMENT CONNECTIONS (FDC), POST-INDICATOR VALVES (PIV), AND BACK FLOW PREVENTER FOR THE FIRE SPRINKLER SYSTEM (OS&Y). (CFC §507.5.5 & §509.2)

8. TREES SHALL BE MAINTAINED TO PROVIDE AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET 6 INCHES (MINIMUM) FROM ALL FIRE LANES. (CFC §503.2.1)

LANDSCAPE LEGEND

A NEW LANDSCAPE AREA WITH AMENDED SOIL

NEW IRRIGATION CONTROLLER - WALL MOUNTED IN STAINLESS STEEL ENCLOSURE R1
CONSULTANT REFERENCE LEGEND (LANDSCAPE PLAN) R#

COMMENTSKEY
R2
R3
R4
R5
R6
R7
R8
R9

NEW CONCRETE CURB / CURB & GUTTER - REFER TO CIVIL PLANS

NEW PEDESTRIAN CONCRETE PAVING - REFER TO CIVIL PLANS

NEW VEHICULAR PAVING - REFER TO CIVIL PLANS

NEW LIGHT POLE - REFER TO ARCHITECTURE PLANS

NEW BUILDING / BUILDING COLUMNS - REFER TO ARCHITECTURE PLANS

NEW TRASH ENCLOSURE - REFER TO ARCHITECTURE PLANS

NEW DRIVE THRU EQUIPMENT - REFER TO ARCHITECTURE PLANS

NEW SIGNAGE - REFER TO ARCHITECTURE PLANS

UNDERGROUND UTILITY - REFER TO CIVIL PLANS
SD = STORM DRAIN FW = FIRE WATER
W = DOMESTIC WATER G = GAS
SS = SANITARY SEWER E = ELECTRIC

NEW CATCH BASIN - REFER TO CIVIL PLANS

EXISTING IRRIGATION WATER METER & BACKFLOW PREVENTER - REFER TO CIVIL PLANS

NEW DOMESTIC WATER METER & BACKFLOW PREVENTER - REFER TO CIVIL PLANS

FIRE HYDRANT - REFER TO CIVIL PLANS

NEW GREASE INCEPTOR - REFER TO CIVIL PLANS

EXISTING ELECTRICAL TRANSFORMER - REFER TO CIVIL PLANS

EXISTING ELECTRICAL POLE & OVERHEAD POWER LINES - REFER TO CIVIL PLANS

EXISTING WATER METER & BACKFLOW TO BE RE-PURPOSED FOR IRRIGATION - REFER TO CIVIL PLANS
R10
R11
R12
R13
R14
R15
R16
R17
B
MAWA (ANNUAL GALLONS ALLOWED) = ETO x 0.62 x [ETAF x RLA + 1.0 x SLA] WHERE 0.62 IS A CONVERSION FACTOR THAT CONVERTS ACRE-INCHES PER ACRE PER YEAR TO GALLONS PER ACRE PER SQUARE FOOT PER YEAR; LA IS THE TOTAL LANDSCAPE AREA IN SQUARE FEET; SLA IS THE TOTAL SPECIAL LANDSCAPE AREA IN SQUARE FEET, AND ETAF IS 0.55 FOR RESIDENTIAL AREAS AND 0.45 FOR NON-RESIDENTIAL AREAS
MAWA = 48.7 x 0.62 x [0.45 x 7,088 + 1.0 x 0]

30.194 x 3,189.6 + 0

30.194 x 3,189.6
96,307 (GALLONS PER YEAR)

HYDROZONE INFORMATION TABLE
HYDROZONE #
/ PLANTING

DESCRIPTION

TREES & SHRUBS - LOW
(ON SITE)

REGULAR LANDSCAPE AREAS (RLA)
PLANT
FACTOR
(PF)

IRRIGATION
METHOD

IRRIGATION

EFFICIENCY
(IE)
ETAF
(PF / IE)

LANDSCAPE

AREA (LA)
(SQ. FT.)

ESTIMATED

WATER USE
(EWU) = ETAF x
LA x ETo x 0.62)

TREES & SHRUBS - LOW
(OFF SITE)

SPECIAL LANDSCAPE AREAS (SLA)

MAXIMUM ALLOWED WATER ALLOWANCE (MAWA)

ESTIMATED TOTAL WATER USE (ETWU)

SLA TOTALS
TOTALS
0 1.0

1.0 ETWU (ANNUAL GALLONS REQUIRED = ETO X 0.62 X ETAF X AREA WHERE 0.62 IS A CONVERSION FACTOR THAT CONVERTS ACRE-INCHES PER ACRE PER YEAR TO

GALLONS PER ACRE PER SQUARE FOOT PER YEAR

MAXIMUM APPLIED WATER ALLOWANCE (MAWA) CALCULATIONS
REFERENCE ETO: 48.7 (CHULA VISTA) ETAF: NON-RESIDENTIAL: 0.45

0.3 DRIP 0.81 0.37

0.5 DRIP 0.81 0.37
0 79,265
96,307
7,088 79,265
4,039 45,168
3,049 34,097
NA
NA
NA
NA
NA
NA
SLA -
SLA -

LANDSCAPE AREA CALCULATIONS
· MINIMUM LANDSCAPE AREA REQUIRED = 20% (*18.44.090):
·· LANDSCAPE AREA: 4,039 SF (ON-SITE)
·· TOTAL LOT AREA: 20,000 SF.
·· 4,039 / 20,000 = .202 (20.2%)
· 1 TREE FOR 7 PARKING STALLS (*18.44.110.6.a): 7 PARKING STALLS SHOWN = 1 TREE REQUIRED (5 TREES SHOWN)
*NATIONAL CITY MUNICIPAL CODE
0 DRAWING SCALE:
20 20 40
1" = 20'
NORTH

SENECIO MANDRALISCAE

BLUE CHALK STICKS

ARCTOSTAPHYLOS 'EMERALD CARPET'

EMERALD CARPET MANZANITA
WESTRINGIA F. 'MORNING LIGHT'

MORNING LIGHT COAST ROSEMARY

HESPERALOE PARVIFLORA

RED YUCCA

FURCRAEA FOETIDA 'MEDIOPICTA'
NCN
LAGERSTROEMIA INDICA x FAURIEI 'NATCHEZ'

NATCHEZ CRAPE MYRTLE

Page 75 of 833 ends

SCALE: 1/4" = 1'-0"

REAR ELEVATION
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
1 4
+24'-0"
B.O AWNING
+10'-6"
+0'-0"
T.O. PARAPET 2

ELEVATION - WALK-UP WINDOW
3 B.O CANOPY &
AWNING
SCALE: 1/4" = 1'-0"

ELEVATION - DRIVE-THRU WINDOW
1B1A
1B
+24'-0"
T.O. PARAPET 2
+10'-6"
+10'-6"
+20'-10 1/2"
+24'-0"
1A

EXTERIOR FINISH SCHEDULE

ID TAGMATERIALMANUFACTURERMODELREMARKS
ZONE 1 (BODY)
1AEXTERIOR CEMENT
PLASTERSHERWIN WILLIAMS8656-11295 - BLDG DB DARK GRAY3-COAT SYSTEM W/ ACRYLIC MEDIUM SAND FINISH; REVEALS AS SHOWN
1BEXTERIOR CEMENT
PLASTERSHERWIN WILLIAMS8656-12046 - BLDG DB LIGHT GRAY3-COAT SYSTEM W/ ACRYLIC MEDIUM SAND FINISH; REVEALS AS SHOWN
ZONE 2 (TOWER) (Z2)
2 FIBER CEMENT SIDING NICHIHAILLUMINATION, AWP 3030 W/ OPEN

OUTSIDE CORNERS
GC TO ORDER PANELS UNPAINTED; OPEN

OUTSIDE CORNERS AND PANELS TO BE

PAINTED BY GC DB BLUE
ZONE 3 (3'-2" BASE)
3 STONE VENEERELDORADO STONECLIFFSTONE, BANFF SPRINGS
STONE VENEER SILLELDORADO STONESNAPPED EDGE WAINSCOT SILL; PEWTER
ZONE 4 (FRAMED CANOPY)
4 FASCIAWESTERN STATES METAL
ROOFINGT-GROOVE, 10"3 SIDES; COLOR: BLDG DB DARK GRAY
5 SOFFITHEWN ELEMENTSNATURAL NORTHWESTERN
SPRUCE1X6, T&G, 1
8" REVEAL
6 COLUMNSELDORADO STONECLIFFSTONE, BANFF SPRINGS
NOTE: EXTERIOR DOORS TO BE PAINTED PER A6.1
+5 1
2" FURROUT
T.O. CANOPY

PARAPET
+12'-3"
+20'-10 1/2"
+20'-10 1/2"
+0'-0"
FRONT ELEVATION 2
+0'-0"
B.O CANOPY &
AWNING
+5 1
2" FURROUT
T.O. SLAB
T.O. PARAPET 2
T.O. SLAB
T.O. SLAB
B.O CANOPY &
AWNING
+10'-6"
+12'-3"
+20'-10 1/2"
+24'-0"
T.O. PARAPET 1
T.O. PARAPET 1
T.O. PARAPET 1
+3'-2"
T.O. PARAPET 1
T.O. SLAB
T.O. CANOPY

PARAPET
+12'-3"
T.O. PARAPET 2
T.O. CAP
+0'-0"
XXXX

LINE OF ROOF TOP UNITS BEYOND,

SHIELDED FROM VIEW PARAPETS

LINE OF ROOF TOP UNITS BEYOND,

SHIELDED FROM VIEW PARAPETS

LINE OF ROOF TOP UNITS BEYOND,

SHIELDED FROM VIEW PARAPETS
T.O. PARAPET

LINE OF ROOF TOP UNITS BEYOND,

SHIELDED FROM VIEW PARAPETS
T.O. SERVICE

COUNTER
+2'-10"
+3'-2"
T.O. CAP
T.O. SERVICE

COUNTER
+2'-10"
3'-6" MIN.

SCONCE LIGHTS,
8'-0" B.O. OF
FIXTURES,TYP.

CANOPY SOFFIT
5 CANOPY SOFFIT
5 CANOPY COLUMNS
6 CANOPY FASCIA
4 SCONCE LIGHTS,
8'-0" B.O. OF
FIXTURES,TYP.

CANOPY COLUMNS
6 CANOPY FASCIA
4 FRAMED CANOPY

CANOPY SOFFIT
5 FRAMED CANOPY

CANOPY COLUMNS
6 FRAMED CANOPY

METAL AWNING,
SEE DETAIL 2/A4.0
EQ21A
EQ21A
EQ21B

PRE-FINISHED PARAPET

CAP FLASHING,
COLOR TO MATCH 2

LIGHTED SIGN, INSTALLED

BY SIGN CONTRACTOR,

COORDINATE WITH

ELECTRICAL J-BOX AND

BLOCKING REQUIREMENTS

STONE VENEER
3 PRE-FINISHED PARAPET

CAP FLASHING,
COLOR TO MATCH 1A

STAINLESS STEEL SERVICE

TRAY, DUTCH BROS

FURNISHED, CONTRACTOR
INSTALLED.

SIDING SYSTEM
1A

LIGHTED SIGN, INSTALLED BY

SIGN CONTRACTOR,

COORDINATE WITH ELECTRICAL

J-BOX AND BLOCKING REQUIREMENTS

METAL AWNING,
SEE DETAIL 2/A4.0

PRE-FINISHED PARAPET

CAP FLASHING,
COLOR TO MATCH 1B

SIDING SYSTEM
2 PRE-FINISHED PARAPET CAP FLASHING,
COLOR TO MATCH 1A

PRE-FINISHED PARAPET

CAP FLASHING,
COLOR TO MATCH 2

SIDING SYSTEM
1B

PRE-FINISHED PARAPET

CAP FLASHING,
COLOR TO MATCH 1B

SIDING SYSTEM
1A

PRE-FINISHED PARAPET

CAP FLASHING,
COLOR TO MATCH 1B

SIDING SYSTEM
1B

SIDING SYSTEM
1A

PRE-FINISHED PARAPET

CAP FLASHING,
COLOR TO MATCH 1A

SIDING SYSTEM
2 ADDRESS NUMBERS:
- 12" ARIAL FONT
- 2" STROKE
- SATIN ALUM. FINISH
- VERIFY FINAL LOCATION

METAL AWNING,
SEE DETAIL 2/A4.0

PRE-FINISHED PARAPET

CAP FLASHING,
COLOR TO MATCH 2

SIDING SYSTEM
2 LIGHTED SIGN,

INSTALLED BY SIGN CONTRACTOR,

COORDINATE WITH ELECTRICAL

J-BOX AND BLOCKING REQUIREMENTS

SIDING SYSTEM
1B

LED MENU BOARD
EQ21

LIGHTED SIGN,

INSTALLED BY SIGN CONTRACTOR,

COORDINATE WITH ELECTRICAL

J-BOX AND BLOCKING REQUIREMENTS

SCONCE LIGHTS,
8'-0" B.O. OF
FIXTURES,TYP.

CANOPY FASCIA
4 INTERNAL CANOPY ROOF
DRAIN; REFER TO A3.1 & A4.0

FOR ADDITIONAL INFORMATION

STONE VENEER
3 SIDING SYSTEM
1A

METAL AWNING,
SEE DETAIL 2/A4.0
6" STEEL PIPE BOLLARD

WITH PLASTIC SLEEVE,
COLOR: DUTCH BROS. BLUE

OVERFLOW
DOWNSPOUT P-14
ZURN Z1999;
COORD. W/ PLUMBING

PRE-FINISHED PARAPET

CAP FLASHING,
COLOR TO MATCH 2

LOCK BOX KEY
EQ33

WALL MOUNTED

LIGHT FIXTURE

WALL HYDRANT
P16
COORD. W/

PLUMBING

METAL AWNING,
SEE DETAIL 2/A4.0
EQ21BEQ21B
EQ21B

SIDING SYSTEM
2 LIGHTED SIGN,

INSTALLED BY SIGN

CONTRACTOR,

COORDINATE WITH ELECTRICAL

J-BOX AND BLOCKING

REQUIREMENTS
6" STEEL PIPE BOLLARD

WITH PLASTIC SLEEVE,
COLOR: DUTCH BROS. BLUE

STONE VENEER
3 BULK TANK FILL BOX
EQ19A

ROOF OVERFLOW
DOWNSPOUT P-14
ZURN Z1999; COORD.

W/ PLUMBING
6" STEEL PIPE BOLLARD WITH

PLASTIC SLEEVE,
COLOR: DUTCH BROS. BLUE

METAL AWNING,
SEE DETAIL 2/A4.0

PROPOSED

ELECTRICAL GEAR

LOCATION
T.O. STORAGE
CORAL
T.O. STORAGE
CORAL
T.O. STORAGE
CORAL

WATERPROOF RECEPTACLE
A6.1

BUILDING ELEVATIONS
COLOR
“ “ ”
“ ” ”
SHEET NAME:

SHEET NUMBER:

DESCRIPTION:DATE:REV:

Project No: CA4707
Dutch Bros Coffee - New Freestanding Store
DB2550SQ - A1 PROTOTYPE
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
c

ARMET DAVIS NEWLOVE &

ASSOCIATES, AIA ARCHITECTS
1330 OLYMPIC BLVD.

SANTA MONICA, CALIFORNIA 90404
PH 310 452-5533 FAX 310 450-4742
DATE: 07/07/2025

Page 76 of 833 ends

CLCL
CL
CLCL
CL
CL
CL
CLCL

CLCLCLCL
CL
CL
CL
CLCL
CL
CL
CL
CL
CL
CL
CL
CL
CL
1 A10.0
CL

CLCL CL
SCALE: 3/8" = 1'-0"
FLOOR PLAN1
0'4' 2'
A2.0

FLOOR PLAN/

DETAILS
“ “ ”
“ ” ”
SHEET NAME:

SHEET NUMBER:

DESCRIPTION:DATE:REV:

Project No: CA4707
Dutch Bros Coffee - New Freestanding Store
DB2550SQ - A1 PROTOTYPE
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
c

ARMET DAVIS NEWLOVE &

ASSOCIATES, AIA ARCHITECTS
1330 OLYMPIC BLVD.

SANTA MONICA, CALIFORNIA 90404
PH 310 452-5533 FAX 310 450-4742
DATE: 07/07/2025
N

Page 77 of 833 ends

06-25-0038
Signs and Menus
1838 Sweetwater Rd
National City, CA 91950

ADDRESS
DRAWING/REVISION NO.:

PAGE NO.:

DUTCH BROS
CLIENT:

Approval Signature
08/27/2025
DATE:

Joanne P.

PROJECT MANAGER
Trong T.

DESIGNER:
06/09/2025
REVISION DATE:

Trong T.

REVISION BY:
1513
CONSTRUCTION MGR.

DIRECTOR
12 2 2 6 C o a s t D r i v e
W h i t t i e r, C A 9 0 6 0 1
( )Tel: 562 946-7545
( )Fax: 562 949-5707
St. Lic.: 894662
Los Angeles, CA
www.fusionsign.com

ALL IDEAS, PLANS, AND ELECTRONIC

ART INDICATED ON THIS DRAWING ARE

COPYRIGHTED AND OWNED BY

FUSION SIGN AND DESIGN AND

SHALL NOT BE REPRODUCED, USED

BY OR DISCLOSED TO ANY PERSONS,

FIRM OR CORPORATION FOR ANY

PURPOSE WHATSOEVER WITHOUT

PERMISSION OF
FUSION SIGN AND DESIGN.

SCOPE OF WORK: MANUFACTURE & INSTALL (4) S/F POST MOUNTED MENU SIGNS Scale: 1” = 1’-0”
SIGN TYPE DBMENU-PM-SF: FREE STANDING MENU BOARD
TOTAL SQ. FT.: 10.7
3 ELECTRICAL SPECIFICATIONS:
(25) WHITE LED MODULES @ 1.5W EA= 37.5 W TOTAL
(1) 12V 60W POWER SUPPLIES @ 1.2 AMPS EA.
(1) CUSTOMER PROVIDED 120V/20A/60HZ

DEDICATED CIRCUIT REQUIRED
TOTAL CIRCUIT LOAD:

1.2 AMPS @ 120 VAC

ELECTRICAL DETAIL
Scale: 1” = 1’-0”
25 LEDS @ 37.5W

FOOTING PER ENGINEERING
QTY. 4N11

Page 78 of 833 ends

06-25-0038
Signs and Menus
1838 Sweetwater Rd
National City, CA 91950

ADDRESS
DRAWING/REVISION NO.:

PAGE NO.:

DUTCH BROS
CLIENT:

Approval Signature
08/27/2025
DATE:

Joanne P .

PROJECT MANAGER
Trong T .

DESIGNER:
06/09/2025
REVISION DATE:

Trong T .

REVISION BY:
1514
CONSTRUCTION MGR.

DIRECTOR
12 2 2 6 C o a s t D r i v e
W h i t t i e r, C A 9 0 6 0 1
( )Tel: 562 946-7545
( )Fax: 562 949-5707
St. Lic.: 894662
Los Angeles, CA
www.fusionsign.com

ALL IDEAS, PLANS, AND ELECTRONIC

ART INDICATED ON THIS DRAWING ARE

COPYRIGHTED AND OWNED BY

FUSION SIGN AND DESIGN AND

SHALL NOT BE REPRODUCED, USED

BY OR DISCLOSED TO ANY PERSONS,

FIRM OR CORPORATION FOR ANY

PURPOSE WHATSOEVER WITHOUT

PERMISSION OF
FUSION SIGN AND DESIGN.

WHITE REFLECTIVE VINYL
Scale: 1 ½” = 1’-0”
SIGN TYPE DBDIR-DT-DF: NON-ILLUMINATED D/F DIRECTIONAL
TOTAL SQ. FT.: 3.13
SCOPE OF WORK: MANUFACTURE & INSTALL (1) D/F NON-ILLUMINATED DIRECTIONAL SIGN 2’-6” 2”
1’-3”
3’-0”
1’-9”
SIDE A

SIDE VIEW
2”
6 ¼”

TOP VIEW
FABRICATED .090

ALUMINUM BOLT COVER
6 ¼”

REFLECTIVE WHITE VINYL WITH DIGITALLY PRINTED BACKGROUND TO MATCH DB CUSTOM DARK BLUE.
(SPECIAL PRODUCTION NOTE: GRAPHICS TO BE INSET FROM EDGE 1/8”). 2" X 2" SQUARE TUBE ALUMINUM FRAME & POST WITH ALUMINUM FACES & 1/4” X 6" X 6" PLATE.

FABRICATED .090 ALUMINUM BOLT COVER PAINT DB CUSTOM DARK BLUE.

INSTALL PLATE-MOUNTED.

PAD FOOTING INSTALLED BY GC.

SIDE B
2”X2” TUBE
P .T .M. PMS 541 C BLUE

REFLECTIVE WHITE VINYL

BORDER AND LETTERS
2” 2”X2” ALUM.

TUBE
2”X2” ALUM. TUBE .090” ALUM. FACES

SECTION DETAILA
4 Scale: 1 ½” = 1’-0”

STRUCTURE DETAIL
2”X2” ALUM. TUBE
A
XX
1’-3”
Scale: 1 ½” = 1’-0”
2”X2” TUBE
P .T .M. PMS 541 C BLUE
2’-6”

PLATE DETAIL
Scale: 3” = 1’-0”
4”
6”
4”
6”
¼” THICK. ALUM. PLATE
⅝” Ø THRU HOLE
CUT-OUT FOR 2” SQ. TUBE
2”X2” ALUM. TUBE
TYP .3/16”
6” X 6” X ¼” ALUM. PLATE W/
(4) ⅝” Ø J-BOLTS 6” MIN.

EMBEDMENT INTO CONCRETE
QTY. 1N12

Page 79 of 833 ends

NOTICE OF PUBLIC HEARING

DETERMINATION THAT THE PROJECT IS CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) UNDER CLASS 32 OF THE CEQA GUIDELINES SECTION 15332 (IN-FILL DEVELOPMENT PROJECTS) AND CONDITIONAL

USE PERMIT FOR A DRIVE-THROUGH COFFEE SHOP (DUTCH BROS COFFEE) TO BE LOCATED AT 1838 SWEETWATER ROAD
CASE FILE NO.: 2025-29 CUP
APN: 563-231-31-00 & 563-231-32-00
NOTICE IS HEREBY GIVEN that the National City Planning Commission will hold a public hearing after the hour of 6:00 p.m. Monday, October 20, 2025, in the City Council Chambers, located at the Civic Center, 1243 National City Boulevard, National City, California, on the following item:

The applicant (Applicant: Alena Kriachko) proposes to construct a 950 square-foot coffee shop (Dutch Bros Coffee) with two drive -through lanes . The Planning Commission will also consider the staff determination that the project is categorically exempt from the California Environmental Qualit y Act (CEQA) pursuant to Class 32, Section 15332 (In-fill Development Projects).

Information is available for review at the City’s Planning Division, Civic Center. Members of the public are invited to comment orally at the hearing or in writing. Written comments should be received by the Planning Division on or before 2:00 p.m., October 20, 2025 by submitting it to [email protected]. Planning staff can be contacted at 619 -336-4310 or [email protected].

Under California Government Code section 65009, if you challenge the nature of the proposed action in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the Planning Commission at, or prior to, the public hearing.

ATTACHMENT 4 Page 80 of 833

CARLSBAD
CLOVIS
IRVINE

LOS ANGELES

PALM SPRINGS

POINT RICHMOND

RIVERSIDE

ROSEVILLE

SAN LUIS OBISPO
3210 El Camino Real, Suite 100, Irvine, California 92602 949.553.0666 www.lsa.net

MEMORANDUM
DATE: September 10, 2025
TO: Stephen Manganiello, T.E., Director of Public Works, City of National City FROM: Dean Arizabal, Principal, and Ambarish Mukherjee, PE, Principal, LSA SUBJECT: Traffic Analysis for the 1838 Sweetwater Road Dutch Bros Coffee Shop Project (LSA Project No. 20252337)
LSA has prepar
ed this Traﬃc Analysis (TA) for the proposed Dutch Bros Coﬀee shop (project) at 1838 Sweetwater Road within the Sweetwater Crossing shopping center in NaƟonal City, California. The purpose of this analysis is to esƟmate the potenƟal trip generaƟon, evaluate the access locaƟons, determine the adequacy of the drive-through conﬁguraƟon, and assess vehicle miles traveled (VMT) for the proposed project.

The proposed project includes a 950-square-foot (sf) Dutch Bros Coﬀee shop with drive-through on the southeast corner of the Prospect Street-Sweetwater Crossing driveway/Sweetwater Road intersecƟon.

Figure 1 (all ﬁgures provided in AƩachment A) depicts the regional and project locaƟon. The drive- through conﬁguraƟon of the proposed project would accommodate 26 total vehicles within 2 lanes.

Access to the Sweetwater Crossing shopping center and project site is provided via the signalized Prospect Street-Sweetwater Crossing driveway/Sweetwater Road intersecƟon and an unsignalized right- in/right-out (RIRO) driveway on Sweetwater Road. Figure 2 illustrates a conceptual site plan of the proposed project.

TRAFFIC ANALYSIS
This TA Scope of Work has been prepared consistent with applicable provisions of the InsƟtute of TransportaƟon Engineers (ITE), San Diego and Imperial County SecƟons, Guidelines for TransportaƟon Impact Studies in the San Diego Region, dated May 2019 (ITE Guidelines), and the scope of work approved by the City of NaƟonal City (City) Director of Public Works and Traﬃc Engineer on May 22, 2025.

Data CollecƟon and Study Area
An independent data collecƟon ﬁrm (Counts Unlimited) conducted trip generaƟon and drive-through queuing surveys of similar exisƟng Dutch Bros Coﬀee shops, as well as intersecƟon counts at four comparable Dutch Bros Coﬀee shop locaƟons and two study area locaƟons.

The similar exisƟng Dutch Bros Coﬀee shops surveyed include:

1. 9067 Warner Avenue, Fountain Valley

2. 3561 Hamner Avenue, Norco

3. 13322 Limonite Avenue, Eastvale

4. 877 East Hospitality Lane, San Bernardino
ATTACHMENT 5 Page 81 of 833
29/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx) The study area intersecƟons include:

1. Prospect Street-Sweetwater Crossing driveway/Sweetwater Road

2. RIRO driveway/Sweetwater Road
The speciﬁcs for the surveys and counts are:
 The trip generaƟon surveys were conducted for one typical Saturday (May 17, 2025) and one typical weekday (Tuesday, May 20, 2025). The surveys included the hourly and daily trips for each site, as well as the average hourly and average daily trips for all sites.  The drive-through queuing surveys were conducted during the weekday a.m. peak hour (6:00 a.m. to 9:00 a.m.), the weekday p.m. peak hour (3:00 p.m. to 6:00 p.m.), and the weekend peak hour (10:00 a.m. to 2:00 p.m.). The surveys include the average Ɵme per customer, maximum queue, and average queue for each site, as well as the average Ɵme per customer, average maximum queue, and average queue for all sites.
 The intersecƟon counts were conducted for the typical weekday a.m. and p.m. peak hours.

Trip GeneraƟon Analysis
The daily, a.m. peak-hour, and p.m. peak-hour trips of the proposed project were developed through surveys conducted by Counts Unlimited (provided in AƩachment B) at four similar exisƟng Dutch Bros Coﬀee shops in Fountain Valley, Norco, Eastvale, and San Bernardino.

For coﬀee shops, restaurants, and similar quick-service retail faciliƟes, a signiﬁcant percentage of trips are pass-by trips. A pass-by trip is a trip where an intermediate stop is made on the way from the origin to the primary desƟnaƟon of the trip without making a route diversion. Pass-by trips are made by drivers already on adjacent/nearby roadways (e.g., stopped by the coﬀee shop on the way to work or home) and therefore are not addiƟve trips to the circulaƟon system. A conservaƟve 50 percent pass-by reducƟon has been applied to the proposed project for weekday and weekend daily and peak-hour condiƟons.

The daily, a.m. peak-hour, and p.m. peak-hour trips of the previous (restaurant) use on site were also calculated based on trip rates for Land Use 932 (High-Turnover [Sit-Down] Restaurant) from the ITE Trip GeneraƟon Manual (11
th EdiƟon). Since an a.m. peak-hour pass-by rate is not provided for this land use, no trip reducƟons were applied to the a.m. peak hour and a 43 percent pass-by rate was applied to the p.m. peak hour. Since a daily pass-by rate is not provided for this land use, the average of the a.m. and p.m. pass-by rates (22 percent) was used for the daily trip reducƟon. For weekends, the 22 percent pass- by rate was applied to the daily trip reducƟon and no pass-by reducƟons were applied to the peak hour.

Table C-1 (provided in AƩachment C) presents the trip generaƟon summary for the proposed project, based on similar Dutch Bros Coﬀee shops in the area, and a comparison to the previous use.

As shown in Table C-1, the proposed project would generate 2,168 gross daily trips, including 138 trips (72 inbound and 66 outbound) in the a.m. peak hour and 130 trips (65 inbound and 65 outbound) in the p.m. peak hour on weekdays. AŌer applying pass-by trip reducƟons, the weekday trip generaƟon of the proposed project would be 1,084 daily trips, including 69 trips (36 inbound and 33 outbound) in the a.m. peak hour and 65 trips (32 inbound and 33 outbound) in the p.m. peak hour.

Page 82 of 833 ends

3 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx) On weekends, the proposed project would generate 1,836 gross daily trips, including 125 trips (63 inbound and 62 outbound) during the peak hour. AŌer applying pass-by trip reducƟons, the trip generaƟon of the proposed project on weekends would be 918 daily trips, including 62 trips (31 inbound and 31 outbound) during the peak hour.

The previous (restaurant) use would have generated approximately 420 gross daily trips, including 37 trips (21 inbound and 16 outbound) in the a.m. peak hour and 36 trips (22 inbound and 14 outbound) in the p.m. peak hour on weekdays. AŌer applying pass-by trip reducƟons, the weekday trip generaƟon of the previous use would be 328 daily trips, including 37 trips (21 inbound and 16 outbound) in the a.m. peak hour and 21 trips (13 inbound and 8 outbound) in the p.m. peak hour.

On weekends, the previous use would have generated 479 gross daily trips, including 44 trips (22 inbound and 22 outbound) during the peak hour. AŌer applying pass-by trip reducƟons (105 daily trips), the weekend trip generaƟon would be 374 daily trips. No pass-by reducƟons were applied to the weekend peak hour, which remains at 44 trips (22 inbound and 22 outbound).

When accounƟng for the previous use, the net weekday trip generaƟon for the site would be 756 addiƟonal daily trips, including 32 addiƟonal trips (15 addiƟonal inbound trips and 17 addiƟonal outbound) in the a.m. peak hour and 44 addiƟonal trips (19 addiƟonal inbound and 252 addiƟonal outbound) in the p.m. peak hour.

When accounƟng for the previous use, the net weekend trip generaƟon for the site would be 544 addiƟonal daily trips and 18 addiƟonal peak-hour trips (9 addiƟonal inbound and 9 addiƟonal outbound).

However, to present a conservaƟve analysis of the study area locaƟons, no trip reducƟons were applied for pass-by or the previous (restaurant) use on site. The full project trip generaƟon has been assumed (138 a.m. peak-hour trips [72 inbound and 66 outbound] and 130 p.m. peak-hour trips [65 inbound and 65 outbound] on weekdays, as well as 125 peak-hour trips [63 inbound and 62 outbound] on weekends).

Figure 3 illustrates the full project trip distribuƟon and assignment at the signalized intersecƟon of Prospect Street-Sweetwater Crossing driveway/Sweetwater Road and the unsignalized RIRO driveway on Sweetwater Road.

IntersecƟon OperaƟons Analysis
A level of service (LOS) analysis was conducted for the following access locaƟons of Sweetwater Crossing shopping center and the proposed project based on the Highway Capacity Manual (HCM) 7 methodologies and the Synchro 12 soŌware:

1. Prospect Street-Sweetwater Crossing driveway/Sweetwater Road

2. RIRO driveway/Sweetwater Road
The LOS analysis was conducted for exisƟng and exisƟng plus project condiƟons. Counts Unlimited conducted exisƟng peak-hour driveway counts on Wednesday, May 28, 2025. The Counts Unlimited driveway counts are provided in AƩachment B. The HCM worksheets are provided in AƩachment D.

Figures 4 and 5 depict the exisƟng volumes and the exisƟng plus project volumes at the access driveways, respecƟvely.

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4 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx) Table A summarizes the driveway LOS results.

Table A: IntersecƟon Levels of Service
IntersecƟon Control
ExisƟng LOS Exis Ɵng Plus Project LOS
AM
Peak Hour
Mid-Day
Peak Hour
AM
Peak Hour
Mid-Day
Peak Hour
Delay
(sec) LOS Delay
(sec) LOS Delay
(sec) LOS Delay
(sec) LOS
1 Prospect Street-Sweetwater Crossing
driveway/Sweetwater Road
Signal 9.7 A 18.4 B 10.3 B 20.8 C
2 RIRO driveway/Sweetwater Road OWSC 10.8 B 17.4 C 11.1 B 18.7 C Source: Compiled by LSA (2025).

LOS = level of service
OWSC = one-way stop control
RIRO = right-in/right-out
sec. = seconds

As shown in Table A, all access driveways operate at saƟsfactory LOS C or beƩer under exisƟng condiƟons during both peak hours. These intersecƟons are forecast to conƟnue operaƟng at saƟsfactory LOS C or beƩer under exisƟng plus project condiƟons during both peak hours. The proposed project would not adversely aﬀect the LOS of the access driveways. As such, no improvements are required or recommended for the access driveways.

Site Access and Traﬃc CirculaƟon
Project patrons would access the Sweetwater Crossing shopping center and the project site at the signalized intersecƟon of Prospect Street-Sweetwater Crossing driveway/Sweetwater Road. More speciﬁcally, vehicles would enter and exit the project site via one-way circulaƟon paƩern, as follows:

1. Enter at Prospect Street-Sweetwater Crossing driveway/Sweetwater Road,

2. Travel southbound along an internal drive aisle to the drive-through entry,

3. Turn right out of the drive-through exit,

4. Circulate around the surface parking lot back toward the internal drive aisle, and

5. Exit at Prospect Street-Sweetwater Crossing driveway/Sweetwater Road.

Dutch Bros Coﬀee has developed a detailed Traﬃc Management Plan (TMP) and Site Summary (provided in AƩachment E) to ensure eﬃciency and quality of its service, facilitate access and one-way circulaƟon, and minimize the drive-through queuing of the proposed project. Key TMP components include detailed staﬃng and signage plans. Dutch Bros Coﬀee would provide staﬀ and signs (as illustrated in the TMP) within the proposed drive-through conﬁguraƟon and in proximity to the drive-through entry and exit.

Staﬀ posiƟons (and the anƟcipated number of staﬀ) for the proposed project include the following:
 Line Busters (LBs) (5 staﬀ) – LBs would increase the speed of the customer experience by taking orders while maintaining 2-foot gaps between vehicles.
 Drink Runner (DR) (1 staﬀ) – A DR would deliver completed drinks to customers in line before reaching the pickup window.
 Dutch Bros Traﬃc Controller (DBTC) (1 staﬀ) – A DBTC would direct traﬃc in and out of the drive- through and prevent vehicles from blocking internal drive aisles.

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5 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx)  Third-Party Traﬃc Controller or Oﬀ-Duty Police Oﬃcer (TC) (as needed) – Similar to a DBTC, a TC would also direct traﬃc in and out of the drive-through and prevent vehicles from blocking internal drive aisles.

InformaƟonal and direcƟonal signs include:
 Do Not Block
 Entrance
 Pick Shortest Line
 Merge Here
 Exit Here
Dutch Bros Coﬀee would conƟnuously monitor traﬃc condiƟons for the proposed project. Dutch Bros Coﬀee would adjust its TMP (e.g., addiƟonal staﬃng and/or signage) in response to real-Ɵme condiƟons (including customer demand, gross sales, trends, local events, and weather) to ensure adequate and eﬃcient access, one-way circulaƟon, and drive-through operaƟons.

Drive-Through Queuing Analysis
To determine the potenƟal drive-through queues of the proposed project, Counts Unlimited surveyed four exisƟng Dutch Bros Coﬀee locaƟons in Fountain Valley, Norco, Eastvale, and San Bernardino. Surveys of drive-through queue lengths and customer service Ɵmes were conducted on Tuesday, May 20, 2025 (weekday), and Saturday, May 17, 2025 (weekend), and are provided in AƩachment B.

Based on the survey data, the average and maximum observed customer service Ɵmes (in minutes:seconds) at the four Dutch Bros Coﬀee shops were as follows:
 Fountain Valley (9067 Warner Avenue)
○ Average Service Times: 5:57 in the a.m. peak hour and 20:40 in the p.m. peak hour on a weekday, and 18:42 in the peak hour on a weekend
○ Maximum Service Times: 10:42 in the a.m. peak hour and 39:56 in the p.m. peak hour on a weekday, and 31:41 in the peak hour on a weekend
 Norco (3561 Hamner Avenue)
○ Average Service Times: 10:18 in the a.m. peak hour and 13:57 in the p.m. peak hour on a weekday, and 13:01 in the peak hour on a weekend
○ Maximum Service Times: 19:41 in the a.m. peak hour and 30:48 in the p.m. peak hour on a weekday, and 17:44 in the peak hour on a weekend
 Eastvale (13322 Limonite Avenue)
○ Average Service Times: 8:30 in the a.m. peak hour and 7:57 in the p.m. peak hour on a weekday, and 9:52 in the peak hour on a weekend
○ Maximum Service Times: 19:38 in the a.m. peak hour and 19:52 in the p.m. peak hour on a weekday, and 15:53 in the peak hour on a weekend

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6 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx)  San Bernardino (877 East Hospitality Lane)
○ Average Service Times: 5:54 in the a.m. peak hour and 7:33 in the p.m. peak hour on a weekday, and 9:02 in the peak hour on a weekend
○ Maximum Service Times: 19:04 in the a.m. peak hour and 18:11 in the p.m. peak hour on a weekday, and 16:10 in the peak hour on a weekend
 4-Site Averages
○ Average Service Times: 7:40 in the a.m. peak hour and 12:32 in the p.m. peak hour on a weekday, and 12:39 in the peak hour on a weekend
○ Maximum Service Times: 19:04 in the a.m. peak hour and 39:56 in the p.m. peak hour on a weekday, and 31:41 in the peak hour on a weekend
Table B presents the average and maximum customer service Ɵmes for the four Dutch Bros Coﬀee shops for the weekday a.m., weekday p.m., and Saturday peak hours.

Table B: Dutch Bros Drive-Through Service Times
LocaƟon City
Weekday Saturday
AM Peak Hour PM Peak Hour Peak Hour
Avg
Time
(mm:ss)
Max
Time
(mm:ss)
Avg
Time
(mm:ss)
Max
Time
(mm:ss)
Avg
Time
(mm:ss)
Max
Time
(mm:ss)

1. 9067 Warner Avenue Fountain Valley 05:57 10:42 20:40 39:56 18:42 31:41

2. 3561 Hamner Avenue Norco 10:18 19:41 13:57 30:48 13:01 17:44

3. 13322 Limonite Avenue Eastvale 08:30 19:38 07:57 19:52 09:52 15:53

4. 877 East Hospitality Lane San Bernardino 05:54 19:04 07:33 18:11 09:02 16:10 Four-Site Average 07:40 17:16 12:32 27:12 12:39 20:22
Source: Compiled by LSA (2025).

As shown in Table B, the highest average customer service Ɵmes at any one survey site (Fountain Valley) are 20 minutes and 40 seconds on a weekday and 18 minutes and 42 seconds on a weekend. The maximum service Ɵmes were also recorded at Fountain Valley at 39 minutes and 56 seconds on a weekday and 31 minutes and 41 seconds on a weekend. According to the averages of the four survey sites (Fountain Valley, Norco, Eastvale, and San Bernardino), the project service Ɵmes could range from 7 minutes and 40 seconds to 12 minutes and 32 seconds during weekdays and up to 12 minutes and 39 seconds during weekends.

Based on the survey data, the average and maximum observed drive-through queues at the four Dutch Bros Coﬀee shops were as follows:
 Fountain Valley (9067 Warner Avenue)
○ Average queues: 4 a.m. peak-hour and 16 p.m. peak-hour vehicles on a weekday, and 22 peak- hour vehicles on a weekend
○ Maximum queues: 8 a.m. peak-hour and 29 p.m. peak-hour vehicles on a weekday, and 32 peak- hour vehicles on a weekend

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7 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx)  Norco (3561 Hamner Avenue)
○ Average queues: 9 a.m. peak-hour vehicles and 10 p.m. peak-hour vehicles on a weekday, and 18 peak-hour vehicles on a weekend
○ Maximum queues: 16 a.m. peak-hour vehicles and 21 p.m. peak-hour vehicles on a weekday, and 27 peak-hour vehicles on a weekend
 Eastvale (13322 Limonite Avenue)
○ Average queues: 7 a.m. peak-hour vehicles and 7 p.m. peak-hour vehicles on a weekday, and 11 peak-hour vehicles on a weekend
○ Maximum queues: 16 a.m. peak-hour vehicles and 13 p.m. peak-hour vehicles on a weekday, and 18 peak-hour vehicles on a weekend
 San Bernardino (877 East Hospitality Lane)
○ Average queues: 4 a.m. peak-hour vehicles and 4 p.m. peak-hour vehicles on a weekday, and 7 peak-hour vehicles on a weekend
○ Maximum queues: 7 a.m. peak-hour vehicles and 9 p.m. peak-hour vehicles on a weekday, and 11 peak-hour vehicles on a weekend
 4-Site Averages
○ Average queues: 6 a.m. peak-hour vehicles and 9 p.m. peak-hour vehicles on a weekday, and 15 peak-hour vehicles on a weekend
○ Maximum queues: 12 a.m. peak-hour vehicles and 18 p.m. peak-hour vehicles on a weekday, and 22 peak-hour vehicles on a weekend
Table C presents the average and maximum drive-through queues for the four Dutch Bros Coﬀee shops for the weekday a.m., weekday p.m., and Saturday peak hours.

Table C: Dutch Bros Drive-Through Queues
LocaƟon City
Weekday Saturday
AM Peak Hour PM Peak Hour Peak Hour
Avg
Queue
Max
Queue
Avg
Queue
Max
Queue
Avg
Queue
Max
Queue

1. 9067 Warner Avenue Fountain Valley 4 8 16 29 22 32

2. 3561 Hamner Avenue Norco 9 16 10 21 18 27

3. 13322 Limonite Avenue Eastvale 7 16 7 13 11 18

4. 877 East Hospitality Lane San Bernardino 4 7 4 9 7 11 4 Site Average 6 12 10 18 15 22
Source: Compiled by LSA (2025).

As shown in Table C, the highest maximum observed queues at any one survey site (Fountain Valley) were 29 weekday vehicles and 32 weekend vehicles. According to the averages of the four survey sites (Fountain Valley, Norco, Eastvale, and San Bernardino), the project queues ranged from 12 to 18 vehicles during the weekday peak hours and up to 22 vehicles during weekend peak hour.

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8 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx) However, it is important to note the distances from each Dutch Bros Coﬀee shop to the next nearest locaƟon. The farther a Dutch Bros Coﬀee shop is to the next nearest locaƟon, the longer the maximum drive-through queue. Conversely, the closer a Dutch Bros Coﬀee shop is to another, the shorter the maximum drive-through queue.

The four survey sites are much farther away (more than 7 miles away) from other exisƟng Dutch Bros Coﬀee Shops. A new Dutch Bros Coﬀee shop (1606 East Plaza Boulevard) has been approved, is currently under construcƟon, and will be built and operaƟonal only 1.5 miles from the 1838 Sweetwater Road site.

As such, the queues at any one locaƟon (1606 East Plaza Boulevard and 1838 Sweetwater Road) would likely be diminished. Therefore, the drive-through queues are anƟcipated to ﬁt within the proposed storage of 26 vehicles.

The proposed project incorporates a drive-through conﬁguraƟon that could accommodate up to 26 vehicles at one Ɵme. This 26-vehicle storage capacity would be adequate for the proposed project based on queuing surveys from exisƟng locaƟons in Fountain Valley, Norco, Eastvale, and San Bernardino.

Based on the proposed site plan and drive-through conﬁguraƟon, the proposed project queues are unlikely to extend onto the public streets (i.e., Sweetwater Road). As such, the proposed project drive- through lane and operaƟons are not anƟcipated to aﬀect the ability of patrons and employees to access, circulate, and park within the project site and the adjacent properƟes.

Vehicle Miles Traveled Screening Analysis
On December 28, 2018, the California Oﬃce of AdministraƟve Law cleared the revised California Environmental Quality Act (CEQA) guidelines for use. Among the changes to the guidelines was removal of vehicle delay and LOS from consideraƟon under CEQA. With the adopted guidelines, transportaƟon impacts are to be evaluated based on a project’s eﬀect on VMT.

The City uƟlizes the State of California Governor's Oﬃce of Planning and Research (OPR) Technical Advisory on EvaluaƟng TransportaƟon Impacts in CEQA and the ITE Guidelines for assessing potenƟal CEQA transportaƟon impacts due to VMT. Pursuant to the project screening criteria of the ITE Guidelines, local-serving retail uses and projects less than 50,000 sf are presumed to have a less than signiﬁcant transportaƟon impact. As a 950 sf Dutch Bros Coﬀee shop, the proposed project is a local-serving retail use less than 50,000 sf. Therefore, based on the ITE Guidelines, the proposed project is screened out from a VMT analysis based on its size and type and is presumed to have a less than signiﬁcant transportaƟon impact.

CONCLUSION
LSA calculated the trip generaƟon of the proposed project. The proposed project is anƟcipated to generate 2,168 gross weekday daily trips, including 138 trips (72 inbound and 66 outbound) in the a.m. peak hour and 130 trips (65 inbound and 65 outbound) in the p.m. peak hour. On weekends, the proposed project is anƟcipated to generate 1,836 gross daily trips, including 125 trips (63 inbound and 62 outbound) during the peak hour.

According to an HCM analysis of exisƟng and exisƟng plus project condiƟons, the signalized intersecƟon of Prospect Street-Sweetwater Crossing Driveway/Sweetwater Road and the unsignalized RIRO driveway on Sweetwater Road would operate at saƟsfactory LOS C or beƩer during both peak hours without and with the proposed project. The proposed project would not adversely aﬀect access or operaƟons at the

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9 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx) Sweetwater Crossing shopping center. As such, no intersecƟon or driveway improvements are required or recommended.

Dutch Bros Coﬀee would conƟnuously monitor traﬃc condiƟons, implement a detailed TMP (staﬃng and signage plans), and adjust the TMP as needed based on real-Ɵme condiƟons to ensure adequate and eﬃcient access, one-way circulaƟon, and drive-through operaƟons.

LSA reviewed queuing surveys of the drive-through operaƟons of exisƟng Dutch Bros Coﬀee shops in California (Fountain Valley, Norco, Eastvale, and San Bernardino) that reﬂected average maximum queues of 18 vehicles on weekdays and up to 22 vehicles on weekends. AddiƟonally, a new Dutch Bros locaƟon at 1606 East Plaza Boulevard within NaƟonal City would be built and constructed 1.5 miles from the proposed project and would likely reduce queues at either locaƟon due to their proximity. The proposed drive-through conﬁguraƟon for 26 vehicles is anƟcipated to provide adequate storage capacity for the project. As such, drive-through queues of the proposed project are not anƟcipated to extend onto the public streets (i.e., Sweetwater Road). Therefore, the proposed project is unlikely to cause any disrupƟon to the access or internal circulaƟon on and around the site.

As a local-serving retail use less than 50,000 sf, the proposed project is screened out from a VMT analysis and is presumed to have a less than signiﬁcant CEQA transportaƟon impact.

If you have any quesƟons, please contact Dean Arizabal at (949) 553-0666.

AƩachments: A: Figure 1 – Regional and Project Loca Ɵon Figure 2 – Conceptual Site Plan
Figure 3 – Project Trip Distribu Ɵon and Assignment
Figure 4 – Exis Ɵng Peak-Hour Volumes
Figure 5 – Exis Ɵng Plus Project Peak-Hour Volumes
B: Counts Unlimited Count Data and Surveys
C: Project Trip Genera Ɵon
D: HCM Worksheets
E : D u t c h B r o s C o ﬀee TMP and Site Summary

Page 89 of 833 ends

T RAFFIC A NALYSIS
S EPTEMBER 2025
1838 S WEETWATER R OAD D UTCH B ROS C OFFEE S HOP P ROJECT

N ATIONAL C ITY , C ALIFORNIA

P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx (09/10/25)

ATTACHMENT A

FIGURES

Page 90 of 833 ends

§¨¦
805
ÄÆ54

SWEETWATER ROAD

EUCLID AVENUE
N 2ND AVENUE
E 30TH STREET

PROSPECT STREET
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\gis\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\20252337- 1838 Sweetwater Rd Dutch Bros Coffee.aprx (5/14/2025) FIGURE 1
1838 Sweetwater Road Dutch Bros Coffee Shop
Regional and Project Location
LEGEND
Project Site
0 250 500
FEET
Project Location

S A N D I E G O

C O U N T Y
54 5
805
SOURCE: ESRI StreetMap 2021; Google Earth Imagery 2022
Project Vicinity

Page 91 of 833 ends

SOURCE: Dutch Bros Coﬀee, 2025
N
FEET
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\gis\g\Project-Site-Plan.ai (9/9/2025) 360 18
FIGURE 2
Conceptual Site Plan
1838 Sweetwater Road Dutch Bros Coﬀee Shop
C-11.04INV
C-11.07INV
C-11.03INV
PROP. DUTCH

BROS BUILDING

PRIVATE DRIVE
(N.A.P.)
EX. PARKING
LOT
(N.A.P.)
EX. PARKING
LOT(N.A.P.)
EX. PARKING
LOT(N.A.P.)

6.0'

11.0'APPROX. 26 CAR

STACKING
EX. ACCESSIBLE

PATH OF TRAVEL
EX. ACCESSIBLE

PATH OF TRAVEL
PROP. TRASH

ENCLOSURE
EX.

TRANSFORMER
EX. POWER
POLE
EX. TRASH

ENCLOSURE
PROP. MENU
BOARD
PROP. MENU
BOARD
PROP. MENU
BOARD
PROP. MENU
BOARD

DUTCH BROS

THANK YOU

SIGNAGE

DUTCH BROS

DIRECTIONAL

SIGNAGE

DUTCH BROS

DIRECTIONAL

SIGNAGE

ORDER AHEAD

9.7' 6.0' 12.0'

12.0'

2.5'

7.0' 8.0'

18.0'

9.0' 9.0'

9.0' 5.9'

12.0' 12.0' 11.0'

24.0'

8.1'

18.0' 6.0' 50.3' 13.8'

4.7'

2.5'

12.0'

12.0'2.5'

8.0'

2.5'

4.0'

18.0' 24.8' 0.8'

16.2' 5.3' 5.2' 12.0' 12.0'

2.5'

9.0'

5.0'

12.7'

23.8'

7.8'

2.5'

24.0'

8.7' 10.0'

22.7'

5.0'
X
X X
R=15'
R=20'
R=3'
R=5'
R=10'
R=2'
R=5'
R=15'
R=3'
R=3' R=3'
R=3'
R=25'
R=3'
R=5'
R=20'
R=
20'

6.0'
LEGEND:

PROPERTY LINE

EXISTING EASEMENT

PROPOSED CONCRETE

PROPOSED LANDSCAPE

CENTERLINE

DUTCH BROS
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
SHEET
OF
PREPARED BY:
01 DATE:

SITE PLAN EXHIBIT (V1.0)
EX-01
01 09/09/2025

Page 92 of 833 ends

 36 / 32
7 / 7   
25 / 23 
1  36 / 32
10 / 10 
2 FIGURE 3
RIRO = Right In Right Out
XX% Project Trip Distribution
AM (PM) Peak Hour Project Trip Assignment
1838 Sweetwater Road Dutch Bros.

Project Trip Distribution and Assignment
23 / 23
RIRO Driveway/Sweetwater Road
10 / 10
Prospect Street/Sweetwater Road
4 / 3
30 / 29
3 / 3
55% 45%
45%
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\xls\z12_Asgn_Vol_Landscape - Full 7/24/2025 Page 93 of 833  65 / 62
 795 / 759
  135 / 217
12 / 24   
471 / 991 
46 / 64 
1  992 / 1053
604 / 1253 
4 / 8 
2 FIGURE 4

XXXX / YYYY
AM / PM Peak Hour Trips RIRO = Right In Right Out 1838 Sweetwater Road Dutch Bros.

Existing Peak-Hour Volumes
29 / 163
Prospect Street/Sweetwater Road
21 / 15
4 / 18
57 / 107
25 / 74
4 / 18
39 / 95
RIRO Driveway/Sweetwater Road
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\xls\z12_Existing_Vol 7/24/2025 Page 94 of 833  65 / 62
 795 / 759
  171 / 249
12 / 24   
478 / 998 
71 / 87 
1  1028 / 1085
614 / 1263 
11 / 15 
2 FIGURE 5

XXXX / YYYY
AM / PM Peak Hour Trips RIRO = Right In Right Out 1838 Sweetwater Road Dutch Bros.

Existing Plus Project Peak-Hour Volumes
62 / 118
RIRO Driveway/Sweetwater Road
39 / 173
Prospect Street/Sweetwater Road
21 / 15
8 / 21
57 / 107
55 / 103
7 / 21
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\xls\z12_Existing-Plus-Project-Vol 7/24/2025 Page 95 of 833

T RAFFIC A NALYSIS
S EPTEMBER 2025
1838 S WEETWATER R OAD D UTCH B ROS C OFFEE S HOP P ROJECT

N ATIONAL C ITY , C ALIFORNIA

P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx (09/10/25)

ATTACHMENT B

COUNTS UNLIMITED COUNT DATA AND SURVEYS

Page 96 of 833 ends

Day: Tuesday City: FV, Norco, Eastvale, San Berdo
Date: 5/20/25 Address: 4 Sites
AM IN OUT IN OUT
0:00 0 0 0 19 21 40
0:15 0 0 02 6 23 49
0:30 0 0 02 1 19 39
0:45 0 00 2 3 19 81 41 169
1:00 0 0 01 9 21 40
1:15 0 0 01 8 21 39
1:30 0 0 02 1 19 40
1:45 0 00 1 9 23 83 41 160
2:00 0 0 0 16 20 36
2:15 0 0 0 16 17 33
2:30 0 0 0 22 20 42
2:45 0 00
15 16 72 31 141
3:00 0 0 0 18 18 36
3:15 0 0 0 19 19 37
3:30 0 0 0 20 18 38
3:45 0 00 19 19 74 38 149
4:00 0 0 0 17 19 36
4:15 1 0 1 15 16 31
4:30 2 0 2 16 16 32
4:45 1 00
1 4 1 7 14 65 31 130
5:00 5 3 8 15 17 32
5:15 4 4 8 13 19 32
5:30 5 5 10 13 14 28
5:45 5 51 7 1 03 5 1 8 13 63 31 122
6:00 9 5 13 12 13 24
6:15 6 8 14 14 18 32
6:30 9 6 15 17 13 30
6:45 10 82 6 1 85 9 1 2 14 58 26 112
7:00 12 13 24 12 14 25
7:15 14 11 25 10 13 23
7:30 12 12 24 9 10 19
7:45 14 10 45 24 97 10 11 48 21 88
8:00 17 17 34 14 12 26
8:15 15 15 30 12 11 23
8:30 19 18 37 11 15 27
8:45 21 16 66 38 138 10 10 48 20 95
9:00 18 20 38 14 13 27
9:15 25 18 43 10 10 19
9:30 16 20 36 11 10 21
9:45 20 21
79 41 158 12 14 46 25 92
10:00 20 17 37 11 12 23
10:15 24 21 45 9 10 19
10:30 24 22 46 8 8 16
10:45 21 20 79 41 168 5 11 40 15 73
11:00 22 23 45 1 4 4
11:15 21 21 42 0 1 1
11:30 22 24 47 0 1 2
11:45 20 22
90 42 175 0 16 1 7
TOTALS 402 833 681 1,336
SPLIT % 48.2% 38.4% 51.0% 61.6%
AM In Out Total In Out Total
Peak of Site 10:15 11:00 11:30 12:15 13:00 12:00
Peak of Site Volume 90 90 177 88 83 169
Peak Hour 8:00 8:00 8:00 16:00 16:30 16:00
Peak Hour Volume 72 66 138 65 65 130
AM Peak Hour 72 66 138 65 65 130
Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour
DAILY TOTALS
DAILY TOTALS IN OUT TOTAL
1,085 1,083 2,168
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
14:45
15:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
13:30
13:45
14:00
14:15
14:30

TOTAL PM TOTAL
12:00
PM Peak Hour
12:15
Dutch Bros Coffee Shop (4 Sites)
Weekday Average Daily Traffic Volumes
DAILY TOTALS IN OUT TOTAL
1,085 1,083 2,168
15:15
12:30
12:45
13:00
13:15

Page 97 of 833 ends

Day: Tuesday City: Fountain Valley
Date: 5/20/25 Address: 9067 Warner Avenue

AM IN OUT IN OUT
0:00 0 0 0 23 16 39
0:15 0 0 0 23 26 49
0:30 0 0 0 19 20 39
0:45 0 0 0 20 85 15 77 35 162
1:00 0 0 0 16 24 40
1:15 0 0 0 20 19 39
1:30 0 0 0 25 25 50
1:45 0 0 0 21 82 18 86 39 168
2:00 0 0 0 11 22 33
2:15 0 0 0 14 11 25
2:30 0 0 0 17 14 31
2:45 0 0 0 10 52 18 65 28 117
3:00 0 0 0 19 15 34
3:15 0 0 0 18 16 34
3:30 0 0 0 15 20 35
3:45 0 0 0 16 68 20 71 36 139
4:00 0 0 0 17 14 31
4:15 2 0 2 12 14 26
4:30 1 0 1 14 17 31
4:45 1 4 0 1 4 21 64 14 59 35 123
5:00 4 2 6 15 17 32
5:15 4 4 8 14 18 32
5:30 7 8 15 19 10 29
5:45 5 20 8 22 13 42 17 65 17 62 34 127
6:00 17 4 21 11 15 26
6:15 7 9 16 6 24 30
6:30 14 4 18 19 11 30
6:45 9 47 9 26 18 73 14 50 16 66 30 116
7:00 19 14 33 15 11 26
7:15 15 14 29 15 19 34
7:30 18 13 31 15 12 27
7:45 19 71 10 51 29 122 12 57 16 58 28 115
8:00 19 22 41 23 16 39
8:15 14 12 26 16 11 27
8:30 24 18 42 18 27 45
8:45 21 78 18 70 39 148 16 73 13 67 29 140
9:00 22 20 42 21 21 42
9:15 19 18 37 14 11 25
9:30 13 23 36 12 14 26
9:45 25 79 20 81 45 160 17 64 20 66 37 130
10:00 26 19 45 20 20 40
10:15 23 21 44 17 24 41
10:30 23 30 53 14 17 31
10:45 18 90 21 91 39 181 2 53 19 80 21 133
11:00 26 28 54 0 6 6
11:15 28 31 59 0 1 1
11:30 28 24 52 0 1 1
11:45 19 101 26 109 45 210 0 0 8 0 8
TOTALS 490 450 940 713 765 1,478
SPLIT % 52.1% 47.9% 38.9% 48.2% 51.8% 61.1%
AM In Out Total In Out Total
Peak of Site 11:00 10:30 11:00 12:00 13:00 13:00
Peak of Site Volume 101 110 210 85 86 168
Peak Hour 8:00 8:00 8:00 16:45 16:30 16:30
Peak Hour Volume 78 70 148 69 66 130

DAILY TOTALS
13:30
13:45
16:15
16:30
14:00
14:15
14:30
14:45
15:00
17:00
17:15
IN
1,203
OUT
1,215

DAILY TOTALS IN
1,203
Dutch Bros Coffee Shop (Fountain Valley)
13:15
12:00
12:15
OUT
PM
1,215
12:30
12:45
13:00
Weekday Average Daily Traffic Volumes
21:30
21:45
22:00
TOTAL
2,418
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
17:30
TOTAL
23:45
TOTALS
20:30
22:15
22:30
22:45
23:00
23:15
19:15
17:45
15:15
15:30
15:45
16:00
TOTAL
2,418

DAILY TOTALS
21:00
21:15
23:30
Peak Hour
Peak Hour Volume
SPLIT %
TOTAL
Peak of Site
Peak of Site Volume
20:45
16:45
PM

Page 98 of 833 ends

Day: Tuesday City: Norco
Date: 5/20/25 Address: 3561 Hamner Avenue

AM IN OUT IN OUT
0:00 0 0 0 24 30 54
0:15 0 0 0 30 34 64
0:30 0 0 0 27 25 52
0:45 0 0 0 27 108 27 116 54 224
1:00 0 0 0 31 23 54
1:15 0 0 0 20 29 49
1:30 0 0 0 26 24 50
1:45 0 0 0 21 98 31 107 52 205
2:00 0 0 0 21 17 38
2:15 0 0 0 19 26 45
2:30 0 0 0 25 22 47
2:45 0 0 0 24 89 16 81 40 170
3:00 0 0 0 22 19 41
3:15 0 0 0 22 21 43
3:30 0 0 0 22 17 39
3:45 0 0 0 22 88 20 77 42 165
4:00 0 0 0 22 26 48
4:15 0 0 0 21 25 46
4:30 1 0 1 23 17 40
4:45 2 3 0 2 3 22 88 12 80 34 168
5:00 13 7 20 15 24 39
5:15 5 7 12 12 19 31
5:30 5 6 11 19 22 41
5:45 5 28 5 25 10 53 26 72 17 82 43 154
6:00 6 5 11 16 8 24
6:15 11 11 22 22 23 45
6:30 9 11 20 18 18 36
6:45 14 40 9 36 23 76 17 73 16 65 33 138
7:00 14 18 32 13 24 37
7:15 20 12 32 11 14 25
7:30 16 20 36 7 17 24
7:45 19 69 14 64 33 133 13 44 10 65 23 109
8:00 20 23 43 13 17 30
8:15 26 24 50 13 12 25
8:30 15 29 44 12 16 28
8:45 29 90 20 96 49 186 14 52 13 58 27 110
9:00 23 21 44 13 15 28
9:15 32 25 57 10 15 25
9:30 21 23 44 16 16 32
9:45 15 91 21 90 36 181 11 50 15 61 26 111
10:00 22 19 41 10 9 19
10:15 29 19 48 6 8 14
10:30 26 24 50 7 7 14
10:45 33 110 23 85 56 195 7 30 9 33 16 63
11:00 26 23 49 0 3 3
11:15 24 21 45 0 0 0
11:30 19 30 49 0 0 0
11:45 26 95 23 97 49 192 0 3 6 3 6
TOTALS 526 493 1,019 792 831 1,623
SPLIT % 51.6% 48.4% 38.6% 48.8% 51.2% 61.4%
AM In Out Total In Out Total
Peak of Site 10:15 11:30 11:45 12:15 12:00 12:00
Peak of Site Volume 114 117 219 115 116 224
Peak Hour 8:00 8:00 8:00 16:00 17:00 16:00
Peak Hour Volume 90 96 186 88 82 168
PM
Peak of Site
Peak of Site Volume
Peak Hour
Peak Hour Volume

DAILY TOTALS

DAILY TOTALS IN OUT TOTAL
1,318 1,324 2,642
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00

TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (Norco)
Weekday Average Daily Traffic Volumes

DAILY TOTALS IN OUT TOTAL
1,318 1,324 2,642

Page 99 of 833 ends

Day: Tuesday City: Eastvale
Date: 5/20/25 Address: 13322 Limonite Avenue

AM IN OUT IN OUT
0:00 0 0 0 17 27 44
0:15 0 0 0 31 17 48
0:30 0 0 0 25 19 44
0:45 0 0 0 29 102 18 81 47 183
1:00 0 0 0 15 23 38
1:15 0 0 0 19 25 44
1:30 0 0 0 22 13 35
1:45 0 0 0 19 75 26 87 45 162
2:00 0 0 0 22 24 46
2:15 0 0 0 16 22 38
2:30 0 0 0 34 26 60
2:45 0 0 0 18 90 19 91 37 181
3:00 0 0 0 17 18 35
3:15 0 0 0 25 25 50
3:30 0 0 0 29 22 51
3:45 0 0 0 18 89 23 88 41 177
4:00 0 0 0 17 26 43
4:15 0 0 0 15 12 27
4:30 1 1 2 18 22 40
4:45 2 3 0 1 2 4 16 66 16 76 32 142
5:00 2 2 4 19 15 34
5:15 4 3 7 18 21 39
5:30 4 3 7 8 16 24
5:45 7 17 5 13 12 30 19 64 10 62 29 126
6:00 10 7 17 12 21 33
6:15 4 8 12 19 13 32
6:30 7 7 14 14 13 27
6:45 14 35 10 32 24 67 13 58 19 66 32 124
7:00 6 13 19 8 11 19
7:15 15 11 26 13 11 24
7:30 11 13 24 10 10 20
7:45 12 44 12 49 24 93 12 43 12 44 24 87
8:00 18 14 32 12 12 24
8:15 12 17 29 13 16 29
8:30 29 20 49 13 12 25
8:45 19 78 13 64 32 142 7 45 8 48 15 93
9:00 15 25 40 17 11 28
9:15 34 18 52 11 9 20
9:30 12 19 31 14 8 22
9:45 21 82 26 88 47 170 12 54 12 40 24 94
10:00 26 21 47 10 12 22
10:15 24 27 51 8 8 16
10:30 30 20 50 8 5 13
10:45 19 99 24 92 43 191 6 32 9 34 15 66
11:00 22 22 44 2 5 7
11:15 19 17 36 0 0 0
11:30 24 25 49 0 3 3
11:45 22 87 22 86 44 173 0 2 0 8 0 10
TOTALS 445 425 870 720 725 1,445
SPLIT % 51.1% 48.9% 37.6% 49.8% 50.2% 62.4%
AM In Out Total In Out Total
Peak of Site 9:45 9:45 9:45 12:00 13:45 13:45
Peak of Site Volume 101 94 195 102 98 189
Peak Hour 8:00 8:00 8:00 16:30 16:00 16:30
Peak Hour Volume 78 64 142 71 76 145Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour

DAILY TOTALS

DAILY TOTALS IN OUT TOTAL
1,165 1,150 2,315
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00

TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (Eastvale)
Weekday Average Daily Traffic Volumes

DAILY TOTALS IN OUT TOTAL
1,165 1,150 2,315

Page 100 of 833 ends

Day: Tuesday City: San Bernardino
Date: 5/20/25 Address: 877 E Hospitality Lane

AM IN OUT IN OUT
0:00 0 0 0 11 11 22
0:15 0 0 0 19 15 34
0:30 0 0 0 11 10 21
0:45 0 0 0 14 55 14 50 28 105
1:00 0 0 0 15 12 27
1:15 0 0 0 14 10 24
1:30 0 0 0 12 13 25
1:45 0 0 0 14 55 15 50 29 105
2:00 0 0 0 11 15 26
2:15 0 0 0 15 10 25
2:30 0 0 0 12 16 28
2:45 0 0 0 6 44 11 52 17 96
3:00 0 0 0 15 20 35
3:15 0 0 0 9 13 22
3:30 0 0 0 13 12 25
3:45 0 0 0 18 55 14 59 32 114
4:00 0 0 0 11 10 21
4:15 0 0 0 12 13 25
4:30 3 0 3 8 8 16
4:45 0 3 0 0 3 10 41 12 43 22 84
5:00 0 1 1 10 11 21
5:15 3 2 5 9 17 26
5:30 2 3 5 7 9 16
5:45 4 9 1 7 5 16 9 35 8 45 17 80
6:00 1 2 3 7 6 13
6:15 2 2 4 8 11 19
6:30 5 3 8 16 10 26
6:45 3 11 3 10 6 21 4 35 6 33 10 68
7:00 7 6 13 10 8 18
7:15 5 6 11 1 9 10
7:30 4 2 6 3 1 4
7:45 6 22 3 17 9 39 4 18 6 24 10 42
8:00 11 8 19 7 3 10
8:15 7 6 13 4 5 9
8:30 7 4 11 2 6 8
8:45 16 41 14 32 30 73 4 17 4 18 8 35
9:00 12 13 25 6 3 9
9:15 16 11 27 3 4 7
9:30 18 15 33 3 1 4
9:45 18 64 17 56 35 120 6 18 7 15 13 33
10:00 6 8 14 4 5 9
10:15 19 16 35 5 1 6
10:30 17 12 29 4 2 6
10:45 13 55 12 48 25 103 3 16 5 13 8 29
11:00 12 19 31 0 0 0
11:15 14 15 29 0 1 1
11:30 18 18 36 1 1 2
11:45 13 57 16 68 29 125 0 1 0 2 0 3
TOTALS 262 238 500 390 404 794
SPLIT % 52.4% 47.6% 38.6% 49.1% 50.9% 61.4%
AM In Out Total In Out Total
Peak of Site 9:00 11:00 11:00 12:15 14:30 15:00
Peak of Site Volume 64 68 125 59 60 114
Peak Hour 8:00 8:00 8:00 16:00 16:45 16:30
Peak Hour Volume 41 32 73 41 49 85Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour

DAILY TOTALS

DAILY TOTALS IN OUT TOTAL
652 642 1,294
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00

TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (San Bernardino)
Weekday Average Daily Traffic Volumes

DAILY TOTALS IN OUT TOTAL
652 642 1,294

Page 101 of 833 ends

Day: Saturday City: FV, Norco, Eastvale, San Berdo
Date: 5/17/25 Address: 4 Sites

AM IN OUT IN OUT
0:00 0 0 0 17 14 31
0:15 0 0 0 16 17 33
0:30 0 0 0 19 16 35
0:45 0 0 0 19 19 65 38 136
1:00 0 0 0 17 15 32
1:15 0 0 0 15 13 28
1:30 0 0 0 15 17 33
1:45 0 0 0 15 17 62 32 124
2:00 0 0 0 14 14 29
2:15 0 0 0 13 14 27
2:30 0 0 0 14 14 28
2:45 0 0 0 13 15 57 28 111
3:00 0 0 0 14 12 26
3:15 0 0 0 12 16 28
3:30 0 0 0 12 12 24
3:45 0 0 0 17 14 53 31 108
4:00 0 0 0 13 12 25
4:15 0 0 0 15 15 30
4:30 3 0 3 13 13 26
4:45 1 0 1 4 12 12 52 24 104
5:00 5 5 10 14 14 29
5:15 4 3 7 10 13 23
5:30 6 6 12 11 10 21
5:45 8 7 21 15 43 16 13 50 30 101
6:00 11 8 19 11 14 25
6:15 13 13 26 11 10 21
6:30 13 12 25 11 12 23
6:45 11 10 43 22 91 10 13 48 22 91
7:00 16 14 30 13 12 24
7:15 15 15 30 11 13 23
7:30 13 13 26 8 9 17
7:45 16 15 57 30 116 10 12 45 22 86
8:00 15 17 32 15 12 26
8:15 17 13 30 14 12 26
8:30 15 16 31 12 12 24
8:45 17 16 62 32 125 13 16 52 29 105
9:00 18 15 33 13 12 24
9:15 20 15 35 12 11 23
9:30 19 20 39 9 13 22
9:45 14 15 65 29 136 6 8 43 13 82
10:00 15 14 29 1 7 8
10:15 15 15 30 0 1 1
10:30 18 15 32 0 1 1
10:45 15 17 60 32 123 0 2 10 2 12
11:00 22 17 38 0 1 1
11:15 16 15 30 0 1 1
11:30 18 20 38 0 0 0
11:45 14 19 69 33 138 0 0 2 0 2
TOTALS 377 775 540 1,061
SPLIT % 48.6% 42.2% 50.9% 57.8%
AM In Out Total In Out Total
Peak of Site 8:45 11:00 8:45 12:00 12:15 12:15
Peak of Site Volume 73 69 139 71 66 137
Peak Hour 8:00 8:00 8:00 16:15 16:15 16:15
Peak Hour Volume 63 62 125 54 54 108
AM Peak Hour 63 62 125 54 54 108
Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour

DAILY TOTALS

DAILY TOTALS IN OUT TOTAL
920 916 1,836
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
14:45
15:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
13:30
13:45
14:00
14:15
14:30

TOTAL PM TOTAL
12:00
PM Peak Hour
12:15
Dutch Bros Coffee Shop (4 Sites)
Saturday Average Daily Traffic Volumes

DAILY TOTALS IN OUT TOTAL
920 916 1,836
15:15
12:30
12:45
13:00
13:15

Page 102 of 833 ends

Day: Saturday City: Fountain Valley
Date: 5/17/25 Address: 9067 Warner Avenue

AM IN OUT IN OUT
0:00 0 0 0 22 14 36
0:15 0 0 0 17 14 31
0:30 0 0 0 15 18 33
0:45 0 0 0 25 79 21 67 46 146
1:00 0 0 0 15 20 35
1:15 0 0 0 19 12 31
1:30 0 0 0 11 21 32
1:45 0 0 0 14 59 18 71 32 130
2:00 0 0 0 17 10 27
2:15 0 0 0 15 11 26
2:30 0 0 0 16 19 35
2:45 0 0 0 10 58 10 50 20 108
3:00 0 0 0 9 9 18
3:15 0 0 0 10 15 25
3:30 0 0 0 9 9 18
3:45 0 0 0 23 51 14 47 37 98
4:00 0 0 0 12 7 19
4:15 0 0 0 16 14 30
4:30 7 0 7 14 11 25
4:45 0 7 0 0 7 12 54 17 49 29 103
5:00 3 8 11 11 15 26
5:15 3 2 5 8 15 23
5:30 5 4 9 13 15 28
5:45 4 15 3 17 7 32 14 46 13 58 27 104
6:00 9 6 15 12 15 27
6:15 16 11 27 7 14 21
6:30 13 14 27 9 12 21
6:45 16 54 12 43 28 97 6 34 12 53 18 87
7:00 13 13 26 13 10 23
7:15 8 10 18 19 15 34
7:30 10 11 21 4 7 11
7:45 11 42 8 42 19 84 7 43 10 42 17 85
8:00 10 16 26 20 10 30
8:15 15 9 24 19 18 37
8:30 13 10 23 21 19 40
8:45 24 62 16 51 40 113 14 74 22 69 36 143
9:00 21 17 38 16 13 29
9:15 21 12 33 19 14 33
9:30 25 21 46 8 20 28
9:45 23 90 18 68 41 158 9 52 9 56 18 108
10:00 15 16 31 2 10 12
10:15 18 14 32 0 0 0
10:30 19 14 33 0 1 1
10:45 14 66 25 69 39 135 0 2 1 12 1 14
11:00 18 20 38 0 2 2
11:15 19 13 32 0 3 3
11:30 24 24 48 0 0 0
11:45 12 73 26 83 38 156 0 0 5 0 5
TOTALS 409 373 782 552 579 1,131
SPLIT % 52.3% 47.7% 40.9% 48.8% 51.2% 59.1%
AM In Out Total In Out Total
Peak of Site 8:45 11:00 9:00 12:00 12:45 12:00
Peak of Site Volume 91 83 158 79 74 146
Peak Hour 8:00 8:00 8:00 16:00 16:45 16:15
Peak Hour Volume 62 51 113 54 62 110

DAILY TOTALS
13:30
13:45
16:15
16:30
14:00
14:15
14:30
14:45
15:00
17:00
17:15
IN
961
OUT
952

DAILY TOTALS IN
961
Dutch Bros Coffee Shop (Fountain Valley)
13:15
12:00
12:15
OUT
PM
952
12:30
12:45
13:00
Saturday Average Daily Traffic Volumes
TOTAL
1,913
19:30
19:45
20:00
18:00
18:15
18:30
18:45
19:00
17:30
TOTAL
23:45
TOTALS
20:30
22:15
22:30
22:45
23:00
23:15
19:15
17:45
15:15
15:30
15:45
16:00
TOTAL
1,913

DAILY TOTALS
21:00
21:15
23:30
21:30
21:45
22:00
Peak Hour
Peak Hour Volume
SPLIT %
TOTAL
Peak of Site
Peak of Site Volume
20:45
16:45
PM
20:15

Page 103 of 833 ends

Day: Saturday City: Norco
Date: 5/17/25 Address: 3561 Hamner Avenue

AM IN OUT IN OUT
0:00 0 0 0 13 20 33
0:15 0 0 0 20 21 41
0:30 0 0 0 29 17 46
0:45 0 0 0 19 81 23 81 42 162
1:00 0 0 0 23 15 38
1:15 0 0 0 18 18 36
1:30 0 0 0 12 15 27
1:45 0 0 0 17 70 17 65 34 135
2:00 0 0 0 13 15 28
2:15 0 0 0 17 19 36
2:30 0 0 0 25 20 45
2:45 0 0 0 13 68 17 71 30 139
3:00 0 0 0 20 17 37
3:15 0 0 0 11 18 29
3:30 0 0 0 14 13 27
3:45 0 0 0 19 64 17 65 36 129
4:00 0 0 0 19 18 37
4:15 0 0 0 19 16 35
4:30 1 0 1 15 17 32
4:45 1 2 0 1 2 7 60 8 59 15 119
5:00 7 6 13 15 14 29
5:15 6 3 9 10 9 19
5:30 6 9 15 12 9 21
5:45 14 33 14 32 28 65 16 53 17 49 33 102
6:00 15 7 22 10 19 29
6:15 9 20 29 14 10 24
6:30 20 16 36 18 12 30
6:45 11 55 12 55 23 110 17 59 15 56 32 115
7:00 18 13 31 18 18 36
7:15 22 20 42 9 16 25
7:30 15 17 32 9 11 20
7:45 19 74 21 71 40 145 12 48 12 57 24 105
8:00 27 21 48 14 12 26
8:15 18 15 33 24 11 35
8:30 20 23 43 12 15 27
8:45 13 78 17 76 30 154 21 71 27 65 48 136
9:00 23 17 40 15 16 31
9:15 22 19 41 11 9 20
9:30 17 20 37 10 18 28
9:45 11 73 21 77 32 150 6 42 9 52 15 94
10:00 17 11 28 2 3 5
10:15 9 12 21 0 1 1
10:30 18 16 34 0 4 4
10:45 18 62 19 58 37 120 1 3 1 9 2 12
11:00 29 17 46 0 0 0
11:15 17 18 35 0 0 0
11:30 24 28 52 0 0 0
11:45 16 86 19 82 35 168 0 0 0
TOTALS 463 451 914 619 629 1,248
SPLIT % 50.7% 49.3% 42.3% 49.6% 50.4% 57.7%
AM In Out Total In Out Total
Peak of Site 10:45 11:30 10:45 12:15 12:00 12:15
Peak of Site Volume 88 88 170 91 81 167
Peak Hour 7:45 7:45 7:45 16:00 16:00 16:00
Peak Hour Volume 84 80 164 60 59 119
PM
Peak of Site
Peak of Site Volume
Peak Hour
Peak Hour Volume

DAILY TOTALS

DAILY TOTALS IN OUT TOTAL
1,082 1,080 2,162
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00

TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (Norco)
Saturday Average Daily Traffic Volumes

DAILY TOTALS IN OUT TOTAL
1,082 1,080 2,162

Page 104 of 833 ends

Day: Saturday City: Eastvale
Date: 5/17/25 Address: 13322 Limonite Avenue

AM IN OUT IN OUT
0:00 0 0 0 17 16 33
0:15 0 0 0 11 14 25
0:30 0 0 0 20 13 33
0:45 0 0 0 17 65 21 64 38 129
1:00 0 0 0 15 16 31
1:15 0 0 0 15 12 27
1:30 0 0 0 20 18 38
1:45 0 0 0 21 71 18 64 39 135
2:00 0 0 0 9 14 23
2:15 0 0 0 8 13 21
2:30 0 0 0 11 11 22
2:45 0 0 0 17 45 16 54 33 99
3:00 0 0 0 14 14 28
3:15 0 0 0 12 16 28
3:30 0 0 0 18 16 34
3:45 0 0 0 18 62 17 63 35 125
4:00 0 0 0 17 14 31
4:15 0 0 0 17 19 36
4:30 0 0 0 12 16 28
4:45 1 1 0 1 1 16 62 15 64 31 126
5:00 6 3 9 14 16 30
5:15 4 5 9 13 19 32
5:30 8 7 15 13 9 22
5:45 6 24 6 21 12 45 16 56 15 59 31 115
6:00 12 10 22 12 12 24
6:15 13 11 24 14 14 28
6:30 6 9 15 10 13 23
6:45 9 40 9 39 18 79 10 46 15 54 25 100
7:00 16 19 35 12 10 22
7:15 13 9 22 10 8 18
7:30 13 12 25 10 11 21
7:45 21 63 17 57 38 120 13 45 14 43 27 88
8:00 12 16 28 19 19 38
8:15 27 20 47 9 10 19
8:30 11 19 30 11 9 20
8:45 17 67 14 69 31 136 11 50 12 50 23 100
9:00 15 16 31 12 10 22
9:15 20 16 36 13 12 25
9:30 20 25 45 11 9 20
9:45 13 68 9 66 22 134 6 42 8 39 14 81
10:00 18 17 35 1 12 13
10:15 19 19 38 0 2 2
10:30 17 15 32 0 0 0
10:45 19 73 13 64 32 137 0 1 4 18 4 19
11:00 24 18 42 0 0 0
11:15 15 17 32 0 0 0
11:30 10 14 24 0 0 0
11:45 15 64 15 64 30 128 0 0 0
TOTALS 400 380 780 545 572 1,117
SPLIT % 51.3% 48.7% 41.1% 48.8% 51.2% 58.9%
AM In Out Total In Out Total
Peak of Site 10:15 7:45 10:15 13:00 12:45 15:30
Peak of Site Volume 79 72 144 71 67 136
Peak Hour 7:30 7:45 7:45 16:00 16:15 16:00
Peak Hour Volume 73 72 143 62 66 126Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour

DAILY TOTALS

DAILY TOTALS IN OUT TOTAL
945 952 1,897
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00

TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (Eastvale)
Saturday Average Daily Traffic Volumes

DAILY TOTALS IN OUT TOTAL
945 952 1,897

Page 105 of 833 ends

Day: Saturday City: San Bernardino
Date: 5/17/25 Address: 877 E Hospitality Lane

AM IN OUT IN OUT
0:00 0 0 0 15 6 21
0:15 0 0 0 15 18 33
0:30 0 0 0 13 14 27
0:45 0 0 0 16 59 9 47 25 106
1:00 0 0 0 13 9 22
1:15 0 0 0 8 10 18
1:30 0 0 0 18 15 33
1:45 0 0 0 9 48 15 49 24 97
2:00 0 0 0 18 18 36
2:15 0 0 0 10 13 23
2:30 0 0 0 3 7 10
2:45 0 0 0 11 42 16 54 27 96
3:00 0 0 0 13 8 21
3:15 0 0 0 16 13 29
3:30 0 0 0 6 9 15
3:45 0 0 0 8 43 8 38 16 81
4:00 1 0 1 3 9 12
4:15 0 0 0 9 9 18
4:30 2 0 2 9 8 17
4:45 1 4 0 1 4 11 32 9 35 20 67
5:00 2 3 5 17 12 29
5:15 3 2 5 7 9 16
5:30 5 4 9 6 6 12
5:45 6 16 5 14 11 30 19 49 8 35 27 84
6:00 9 7 16 11 9 20
6:15 12 11 23 9 2 11
6:30 14 9 23 7 9 16
6:45 9 44 8 35 17 79 6 33 8 28 14 61
7:00 15 11 26 8 8 16
7:15 18 21 39 4 11 15
7:30 14 12 26 8 7 15
7:45 12 59 12 56 24 115 7 27 13 39 20 66
8:00 12 14 26 6 5 11
8:15 7 7 14 3 9 12
8:30 14 13 27 3 5 8
8:45 12 45 16 50 28 95 6 18 4 23 10 41
9:00 13 10 23 7 7 14
9:15 15 14 29 4 10 14
9:30 14 14 28 5 5 10
9:45 9 51 12 50 21 101 2 18 4 26 6 44
10:00 10 10 20 0 1 1
10:15 15 14 29 0 0 0
10:30 17 13 30 0 0 0
10:45 9 51 12 49 21 100 0 0 1 0 1
11:00 16 11 27 0 3 3
11:15 11 10 21 0 0 0
11:30 14 12 26 0 0 0
11:45 12 53 15 48 27 101 0 0 3 0 3
TOTALS 323 302 625 369 378 747
SPLIT % 51.7% 48.3% 45.6% 49.4% 50.6% 54.4%
AM In Out Total In Out Total
Peak of Site 7:00 7:15 7:00 12:00 13:30 13:30
Peak of Site Volume 59 59 115 59 61 116
Peak Hour 7:00 7:15 7:00 17:00 16:15 16:15
Peak Hour Volume 59 59 115 49 38 84Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour

DAILY TOTALS

DAILY TOTALS IN OUT TOTAL
692 680 1,372
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00

TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (San Bernardino)
Saturday Average Daily Traffic Volumes

DAILY TOTALS IN OUT TOTAL
692 680 1,372

Page 106 of 833 ends

LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
6:00 0 0 0 0 3:21
6:05 1 0 0 1 4:40
6:10 3 0 0 3 4:46
6:15 1 0 0 1 8:50
6:20 1 3 0 4 4:14
6:25 2 4 0 6 4:05
6:30 4 2 0 6 9:12
6:35 4 1 0 5 10:27
6:40 1 0 0 1 3:28
6:45 3 0 0 3 2:24
6:50 1 3 0 4 3:22
6:55 1 2 0 3 6:09
7:00 2 2 0 4 5:49
7:05 3 1 0 4 8:36
7:10 4 3 0 7 10:23
7:15 2 4 0 6 6:34
7:20 3 2 0 5 7:20
7:25 7 1 0 8 10:42
7:30 2 0 0 2 6:24
7:35 0 1 0 1 4:31
7:40 1 2 0 3 3:17
7:45 1 1 0 2 6:23
7:50 1 2 0 3 3:15
7:55 1 0 0 1 6:16
8:00 4 2 0 6 7:05
8:05 3 3 0 6 5:17
8:10 1 0 0 1 3:47
8:15 0 0 0 0 2:48
8:20 1 0 0 1 4:59
8:25 1 2 0 3 4:07
8:30 1 3 0 4 6:41
8:35 1 4 0 5 8:25
8:40 2 6 0 8 6:16
8:45 2 3 0 5 6:15
8:50 4 3 0 7 4:57
8:55 4 1 0 5 7:09
9:00 3 2 0 5 8:12
MAX QUEUE: 8 AVERAGE: 5:57
AVERAGE QUEUE: 3.8

DRIVE THRU SURVEY
Dutch Bros, 9067 Warner Ave
Fountain Valley
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 107 of 833
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
15:00 7 3 0 10 14:39
15:05 9 1 0 10 15:03
15:10 7 5 0 12 15:56
15:15 11 1 0 12 16:15
15:20 11 0 0 11 18:36
15:25 10 5 0 15 16:31
15:30 12 2 0 14 17:35
15:35 12 0 0 12 15:37
15:40 8 3 0 11 18:43
15:45 8 4 0 12 21:00
15:50 9 4 0 13 11:51
15:55 8 3 0 11 12:16
16:00 9 5 0 14 10:04
16:05 11 4 0 15 16:42
16:10 10 5 0 15 16:01
16:15 14 4 0 18 17:31
16:20 13 3 0 16 19:49
16:25 9 3 0 12 15:26
16:30 9 5 0 14 16:59
16:35 15 2 0 17 21:34
16:40 16 3 0 19 24:30
16:45 14 2 0 16 19:49
16:50 16 3 0 19 22:50
16:55 14 7 0 21 30:15
17:00 21 2 0 23 28:36
17:05 21 3 0 24 30:41
17:10 24 4 0 28 32:32
17:15 22 3 0 25 32:29
17:20 26 2 0 28 37:33
17:25 25 4 0 29 39:56
17:30 20 2 0 22 37:02
17:35 12 0 0 12 29:15
17:40 10 1 0 11 22:41
17:45 8 3 0 11 24:11
17:50 5 1 0 6 8:59
17:55 4 2 0 6 8:08
18:00 3 4 0 7 7:13
MAX QUEUE: 29 AVERAGE: 16:51
AVERAGE QUEUE: 15.4

DRIVE THRU SURVEY
Dutch Bros, 9067 Warner Ave
Fountain Valley
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 108 of 833
LOCATION: DATE: 5/17/2025
CITY: DAY: Saturday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
10:00 16 4 0 20 15:35
10:05 14 4 0 18 13:34
10:10 16 2 0 18 14:04
10:15 17 2 0 19 17:56
10:20 17 9 0 26 28:24
10:25 15 9 0 24 20:33
10:30 17 11 0 28 21:23
10:35 18 13 0 31 18:48
10:40 17 12 0 29 21:43
10:45 16 12 0 28 23:06
10:50 17 10 0 27 26:02
10:55 18 9 0 27 28:55
11:00 15 8 0 23 27:16
11:05 16 7 0 23 28:15
11:10 18 5 0 23 30:49
11:15 18 14 0 32 30:03
11:20 16 13 0 29 27:31
11:25 18 12 0 30 31:41
11:30 18 10 0 28 20:41
11:35 18 11 0 29 24:20
11:40 17 8 0 25 21:02
11:45 16 12 0 28 21:21
11:50 17 10 0 27 18:37
11:55 17 11 0 28 20:00
12:00 18 13 0 31 21:33
12:05 17 14 0 31 21:19
12:10 17 12 0 29 24:01
12:15 16 12 0 28 26:52
12:20 16 9 0 25 23:13
12:25 15 6 0 21 21:49
12:30 16 3 0 19 19:54
12:35 16 4 0 20 14:52
12:40 16 7 0 23 16:04
12:45 15 4 0 19 14:19
12:50 16 2 0 18 16:05
12:55 15 3 0 18 16:10
13:00 15 3 0 18 13:04
13:05 15 3 0 18 15:35
13:10 12 2 0 14 13:33
13:15 12 0 0 12 12:10
13:20 8 0 0 8 12:06
13:25 8 0 0 8 08:26
13:30 8 0 0 8 10:05
13:35 8 0 0 8 2:40
13:40 9 0 0 9 6:41
13:45 11 0 0 11 8:52
13:50 10 0 0 10 8:19
13:55 9 0 0 9 9:25
14:00 13 0 0 13 7:29
MAX QUEUE: 32 AVERAGE: 18:31
AVERAGE QUEUE: 21.4

DRIVE THRU SURVEY
Dutch Bros, 9067 Warner Ave
Fountain Valley
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 109 of 833
LOCATION: DATE: Multiple
CITY: DAY: Multiple
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 8 3.8 5:57
Weekday PM 29 15.4 16:51
Saturday Midday 32 21.4 18:31
SITE AVERAGES 23 13.5 13:46
Dutch Bros, 9067 Warner Ave
Fountain Valley

DRIVE THRU SURVEY
Site Averages
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 110 of 833
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
6:00 4 0 0 4 12:15
6:05 5 2 0 7 14:25
6:10 5 3 0 8 10:28
6:15 9 0 0 9 10:59
6:20 3 2 0 5 9:42
6:25 2 2 0 4 5:23
6:30 2 2 0 4 7:51
6:35 3 8 0 11 4:26
6:40 3 5 0 8 8:09
6:45 4 1 0 5 10:48
6:50 3 3 0 6 16:17
6:55 4 3 0 7 7:50
7:00 4 1 0 5 7:59
7:05 3 2 0 5 6:07
7:10 4 1 0 5 6:24
7:15 3 10 0 13 8:15
7:20 3 7 0 10 9:52
7:25 8 3 0 11 10:13
7:30 7 5 0 12 17:34
7:35 12 1 0 13 16:45
7:40 12 0 0 12 18:14
7:45 9 0 0 9 14:16
7:50 7 0 0 7 19:41
7:55 6 2 0 8 7:50
8:00 7 1 0 8 9:53
8:05 9 0 0 9 9:33
8:10 4 1 0 5 6:51
8:15 3 2 0 5 7:46
8:20 4 1 0 5 8:58
8:25 2 0 0 2 7:11
8:30 3 2 0 5 4:30
8:35 3 8 0 11 6:52
8:40 9 7 0 16 10:04
8:45 8 5 0 13 10:14
8:50 8 2 0 10 12:36
8:55 10 1 0 11 17:30
9:00 9 2 0 11 7:31
MAX QUEUE: 16 AVERAGE: 10:18
AVERAGE QUEUE: 8.1

DRIVE THRU SURVEY
Dutch Bros, 3561 Hamner Ave
Norco, CA
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 111 of 833
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
15:00 17 1 0 18 20:19
15:05 14 3 0 17 22:15
15:10 16 5 0 21 27:05
15:15 13 6 0 19 21:54
15:20 14 1 0 15 30:48
15:25 11 2 0 13 21:00
15:30 12 1 0 13 24:51
15:35 12 2 0 14 25:05
15:40 11 0 0 11 21:18
15:45 10 0 0 10 22:00
15:50 8 5 0 13 22:06
15:55 13 6 0 19 22:03
16:00 14 2 0 16 14:11
16:05 14 0 0 14 14:59
16:10 8 2 0 10 15:57
16:15 12 2 0 14 15:12
16:20 12 1 0 13 16:12
16:25 13 4 0 17 14:55
16:30 6 7 0 13 12:02
16:35 9 3 0 12 14:08
16:40 13 2 0 15 14:02
16:45 11 0 0 11 11:18
16:50 7 0 0 7 11:59
16:55 5 3 0 8 11:07
17:00 2 2 0 4 8:18
17:05 3 0 0 3 4:31
17:10 1 1 0 2 3:46
17:15 2 3 0 5 3:53
17:20 0 0 0 0 2:57
17:25 1 0 0 1 4:07
17:30 1 0 0 1 2:49
17:35 0 0 0 0 3:12
17:40 1 1 0 2 2:52
17:45 3 0 0 3 5:20
17:50 5 3 0 8 6:27
17:55 4 2 0 6 8:28
18:00 3 0 0 3 12:32
MAX QUEUE: 21 AVERAGE: 21:22
AVERAGE QUEUE: 10.0

DRIVE THRU SURVEY
Dutch Bros, 3561 Hamner Ave
Norco, CA
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 112 of 833
LOCATION: DATE: 5/17/2025
CITY: DAY: Saturday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
10:00 5 3 0 8 13:11
10:05 6 7 0 13 11:21
10:10 13 6 0 19 12:23
10:15 14 3 3 20 11:08
10:20 17 3 7 27 13:05
10:25 12 6 2 20 12:28
10:30 14 4 2 20 11:29
10:35 15 5 1 21 13:37
10:40 19 2 4 25 14:55
10:45 17 3 4 24 17:19
10:50 15 5 4 24 14:51
10:55 18 3 1 22 17:44
11:00 14 1 0 15 13:25
11:05 13 2 0 15 12:19
11:10 16 3 1 20 13:05
11:15 15 4 3 22 11:15
11:20 18 0 0 18 12:41
11:25 14 1 1 16 16:31
11:30 16 5 1 22 15:35
11:35 11 2 1 14 10:32
11:40 11 3 0 14 13:37
11:45 12 0 0 12 10:57
11:50 12 4 0 16 11:33
11:55 14 6 0 20 16:34
12:00 15 4 0 19 13:31
12:05 15 2 2 19 12:55
12:10 15 4 2 21 15:02
12:15 12 3 1 16 12:12
12:20 13 3 1 17 11:03
12:25 10 4 0 14 12:13
12:30 14 3 1 18 10:51
12:35 12 9 0 21 10:32
12:40 13 4 0 17 11:18
12:45 14 5 0 19 15:26
12:50 16 6 2 24 17:27
12:55 12 4 0 16 16:27
13:00 15 3 2 20 16:38
13:05 16 2 0 18 14:09
13:10 16 3 1 20 11:13
13:15 13 2 0 15 11:52
13:20 11 4 0 15 12:17
13:25 9 5 4 18 11:46
13:30 14 3 0 17 8:44
13:35 11 4 0 15 10:45
13:40 10 6 0 16 12:22
13:45 15 3 0 18 14:56
13:50 13 4 0 17 13:25
13:55 12 1 0 13 11:40
14:00 5 2 0 7 7:41
MAX QUEUE: 27 AVERAGE: 13:01
AVERAGE QUEUE: 17.9

DRIVE THRU SURVEY
Dutch Bros, 3561 Hamner Ave
Norco, CA
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 113 of 833
LOCATION: DATE: Multiple
CITY: DAY: Multiple
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 16 8.1 10:18
Weekday PM 21 10.0 21:22
Saturday Midday 27 17.9 13:01
SITE AVERAGES 21.3 12.0 14:53
Dutch Bros, 3561 Hamner Ave
Norco, CA

DRIVE THRU SURVEY
Site Averages
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 114 of 833
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
6:00 3 0 0 3 3:05
6:05 3 0 0 3 8:41
6:10 1 0 0 1 10:30
6:15 4 0 0 4 9:54
6:20 6 0 0 6 7:20
6:25 5 0 0 5 9:46
6:30 6 0 0 6 5:20
6:35 6 0 0 6 8:55
6:40 5 0 0 5 12:51
6:45 4 0 0 4 5:59
6:50 4 0 0 4 6:54
6:55 4 0 0 4 8:16
7:00 4 0 0 4 7:16
7:05 4 0 0 4 7:34
7:10 4 0 0 4 6:40
7:15 3 0 0 3 9:08
7:20 4 0 0 4 5:53
7:25 2 0 0 2 2:51
7:30 4 0 0 4 5:39
7:35 4 0 0 4 4:19
7:40 5 0 0 5 5:28
7:45 3 0 0 3 6:45
7:50 5 0 0 5 5:00
7:55 8 0 0 8 6:38
8:00 6 0 0 6 8:17
8:05 11 0 0 11 17:34
8:10 9 2 0 11 11:58
8:15 7 0 0 7 8:09
8:20 8 0 0 8 10:05
8:25 9 4 0 13 7:11
8:30 11 5 0 16 11:50
8:35 11 4 0 15 13:58
8:40 11 1 0 12 14:50
8:45 9 0 0 9 19:38
8:50 8 0 0 8 10:53
8:55 4 0 0 4 3:22
9:00 5 0 0 5 6:00
MAX QUEUE: 16 AVERAGE: 8:29
AVERAGE QUEUE: 6.1

DRIVE THRU SURVEY
Dutch Bros, 13322 Limonite Ave
Eastvale, CA
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 115 of 833
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
15:00 4 0 0 4 8:21
15:05 4 0 0 4 12:35
15:10 4 0 0 4 6:10
15:15 6 0 0 6 6:08
15:20 1 0 0 1 4:25
15:25 5 0 0 5 5:05
15:30 3 0 0 3 4:03
15:35 4 0 0 4 4:40
15:40 5 0 0 5 7:33
15:45 4 0 0 4 4:46
15:50 4 0 0 4 7:49
15:55 4 0 0 4 5:09
16:00 4 0 0 4 5:23
16:05 9 0 0 9 7:05
16:10 10 0 0 10 7:59
16:15 7 0 0 7 11:53
16:20 10 1 0 11 10:45
16:25 7 0 0 7 8:40
16:30 8 0 0 8 10:14
16:35 7 0 0 7 9:39
16:40 7 0 0 7 13:20
16:45 5 0 0 5 8:09
16:50 9 2 0 11 9:06
16:55 13 0 0 13 9:37
17:00 8 0 0 8 11:06
17:05 11 0 0 11 12:11
17:10 12 0 0 12 16:26
17:15 10 0 0 10 19:52
17:20 2 0 0 2 3:17
17:25 3 0 0 3 3:46
17:30 2 0 0 2 3:16
17:35 4 0 0 4 5:36
17:40 4 0 0 4 5:30
17:45 6 0 0 6 6:02
17:50 5 0 0 5 4:20
17:55 5 0 0 5 6:06
18:00 6 0 0 6 7:53
MAX QUEUE: 13 AVERAGE: 7:56
AVERAGE QUEUE: 6.1

DRIVE THRU SURVEY
Dutch Bros, 13322 Limonite Ave
Eastvale, CA
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 116 of 833
LOCATION: DATE: 5/17/2025
CITY: DAY: Saturday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
10:00 9 3 0 12 10:04
10:05 9 1 0 10 10:28
10:10 7 3 0 10 11:19
10:15 8 2 0 10 8:21
10:20 9 3 0 12 10:01
10:25 11 4 0 15 9:57
10:30 8 4 0 12 9:40
10:35 10 4 0 14 12:46
10:40 10 4 0 14 9:06
10:45 11 6 0 17 12:43
10:50 10 5 0 15 13:07
10:55 10 5 0 15 13:34
11:00 9 1 0 10 13:26
11:05 9 0 0 9 9:16
11:10 11 2 0 13 8:36
11:15 12 1 0 13 10:37
11:20 9 0 0 9 12:11
11:25 7 0 0 7 8:37
11:30 7 0 0 7 5:33
11:35 11 2 0 13 6:00
11:40 10 0 0 10 9:39
11:45 6 0 0 6 10:54
11:50 7 0 0 7 2:53
11:55 11 0 0 11 7:08
12:00 7 0 0 7 9:35
12:05 3 0 0 3 4:43
12:10 5 0 0 5 5:12
12:15 2 0 0 2 4:44
12:20 4 0 0 4 6:33
12:25 11 6 0 17 5:57
12:30 11 6 0 17 9:46
12:35 12 2 0 14 15:10
12:40 11 0 0 11 11:30
12:45 12 3 0 15 14:19
12:50 10 0 0 10 9:51
12:55 9 4 0 13 11:53
13:00 10 7 0 17 7:38
13:05 12 6 0 18 9:55
13:10 12 4 0 16 15:53
13:15 11 0 0 11 15:02
13:20 4 0 0 4 11:54
13:25 3 0 0 3 4:02
13:30 10 1 0 11 5:13
13:35 10 0 0 10 10:42
13:40 11 1 0 12 13:43
13:45 11 5 0 16 15:47
13:50 10 1 0 11 8:18
13:55 9 1 0 10 10:54
14:00 8 0 0 8 9:35
MAX QUEUE: 18 AVERAGE: 9:52
AVERAGE QUEUE: 10.9

DRIVE THRU SURVEY
Dutch Bros, 13322 Limonite Ave
Eastvale, CA
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 117 of 833
LOCATION: DATE: Multiple
CITY: DAY: Multiple
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 16 6.1 8:29
Weekday PM 13 6.1 7:56
Saturday Midday 18 10.9 9:52
SITE AVERAGES 15.7 7.7 8:46
Dutch Bros, 13322 Limonite Ave
Eastvale, CA

DRIVE THRU SURVEY
Site Averages
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 118 of 833
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
6:00 1 0 0 1 5:55
6:05 1 0 0 1 5:40
6:10 2 0 0 2 3:16
6:15 2 1 0 3 4:30
6:20 2 2 0 4 7:49
6:25 2 0 0 2 7:43
6:30 0 0 0 0 4:01
6:35 1 3 0 4 6:01
6:40 2 3 0 5 6:41
6:45 4 2 0 6 11:46
6:50 5 1 0 6 15:14
6:55 7 0 0 7 19:04
7:00 4 0 0 4 15:01
7:05 2 0 0 2 2:51
7:10 4 0 0 4 2:57
7:15 2 2 0 4 2:55
7:20 2 1 0 3 7:34
7:25 2 3 0 5 5:20
7:30 3 0 0 3 1:25
7:35 2 1 0 3 4:38
7:40 2 0 0 2 3:48
7:45 3 2 0 5 2:29
7:50 0 2 0 2 7:04
7:55 2 1 0 3 4:43
8:00 0 4 0 4 4:13
8:05 3 0 0 3 7:19
8:10 0 3 0 3 3:45
8:15 1 1 0 2 3:23
8:20 0 2 0 2 4:10
8:25 0 1 0 1 4:53
8:30 0 2 0 2 5:04
8:35 2 1 0 3 6:09
8:40 2 0 0 2 5:18
8:45 2 1 0 3 4:09
8:50 1 3 0 4 3:16
8:55 3 0 0 3 6:20
9:00 0 2 0 2 1:57
MAX QUEUE: 7 AVERAGE: 5:54
AVERAGE QUEUE: 3.1

DRIVE THRU SURVEY
Dutch Bros, 877 E Hospitality Lane
San Bernardino, CA
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 119 of 833
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
15:00 5 0 0 5 9:27
15:05 2 2 0 4 6:37
15:10 2 3 0 5 5:23
15:15 2 5 0 7 9:04
15:20 2 6 0 8 10:01
15:25 5 3 0 8 13:04
15:30 4 3 0 7 12:43
15:35 5 0 0 5 7:57
15:40 2 0 0 2 3:48
15:45 1 0 0 1 3:43
15:50 1 2 0 3 3:39
15:55 1 1 0 2 2:27
16:00 1 0 0 1 3:29
16:05 1 0 0 1 5:37
16:10 0 1 0 1 3:14
16:15 0 0 0 0 4:35
16:20 4 1 0 5 3:36
16:25 2 0 0 2 5:43
16:30 0 0 0 0 2:10
16:35 2 0 0 2 6:47
16:40 2 0 0 2 7:53
16:45 3 0 0 3 5:08
16:50 1 0 0 1 3:27
16:55 1 1 0 2 2:48
17:00 1 1 0 2 3:46
17:05 3 3 0 6 4:32
17:10 2 5 0 7 6:13
17:15 2 6 0 8 8:43
17:20 3 3 0 6 14:04
17:25 2 6 0 8 15:50
17:30 2 3 0 5 18:11
17:35 5 0 0 5 15:04
17:40 2 0 0 2 17:41
17:45 0 2 0 2 5:46
17:50 1 2 0 3 5:27
17:55 1 6 0 7 6:14
18:00 4 5 0 9 15:22
MAX QUEUE: 9 AVERAGE: 7:32
AVERAGE QUEUE: 4.0

DRIVE THRU SURVEY
Dutch Bros, 877 E Hospitality Lane
San Bernardino, CA
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 120 of 833
LOCATION: DATE: 5/17/2025
CITY: DAY: Saturday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
10:00 6 4 0 10 12:58
10:05 6 2 0 8 14:51
10:10 2 5 0 7 13:37
10:15 4 1 0 5 16:10
10:20 3 4 0 7 5:10
10:25 4 3 0 7 9:26
10:30 6 2 0 8 11:53
10:35 2 4 0 6 8:05
10:40 3 3 0 6 10:27
10:45 3 3 0 6 7:44
10:50 6 0 0 6 12:16
10:55 5 1 0 6 13:26
11:00 3 0 0 3 8:32
11:05 2 2 0 4 8:12
11:10 2 3 0 5 8:24
11:15 3 2 0 5 7:44
11:20 3 0 0 3 6:57
11:25 1 0 0 1 3:04
11:30 3 1 0 4 4:10
11:35 0 2 0 2 3:29
11:40 1 2 0 3 3:56
11:45 2 6 0 8 7:56
11:50 4 1 0 5 9:01
11:55 2 4 0 6 13:31
12:00 4 1 0 5 6:38
12:05 3 2 0 5 7:54
12:10 3 3 0 6 10:10
12:15 2 1 0 3 8:13
12:20 2 2 0 4 7:08
12:25 4 5 0 9 6:40
12:30 2 8 0 10 8:41
12:35 2 7 0 9 10:53
12:40 3 8 0 11 13:47
12:45 2 9 0 11 14:19
12:50 2 4 0 6 11:24
12:55 3 2 0 5 12:42
13:00 1 2 0 3 5:37
13:05 2 2 0 4 5:09
13:10 4 3 0 7 4:43
13:15 5 3 0 8 6:34
13:20 2 2 0 4 5:13
13:25 3 3 0 6 7:09
13:30 4 2 0 6 10:12
13:35 7 1 0 8 11:29
13:40 5 3 0 8 7:14
13:45 5 2 0 7 8:09
13:50 5 2 0 7 11:55
13:55 4 2 0 6 9:20
14:00 4 4 0 8 10:04
MAX QUEUE: 11 AVERAGE: 9:01
AVERAGE QUEUE: 6.1

DRIVE THRU SURVEY
Dutch Bros, 877 E Hospitality Lane
San Bernardino, CA
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 121 of 833
LOCATION: DATE: Multiple
CITY: DAY: Multiple
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 7 3.1 5:54
Weekday PM 9 4.0 7:32
Saturday Midday 11 6.1 9:01
SITE AVERAGES 9 4.4 7:29
Dutch Bros, 877 E Hospitality Lane
San Bernardino, CA

DRIVE THRU SURVEY
Site Averages
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268Page 122 of 833
LOCATION:

CITY:

Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 8 3.8 5:57
Weekday PM 29 15.4 16:51
Saturday Midday 32 21.4 18:31
SITE AVERAGES 23.0 13.5 13:46
LOCATION:

CITY:

Day / Time Max Queue Average Queue
Average Time pe
r
Customer (mm:ss)
Weekday AM 16 8.1 10:18
Weekday PM 21 10.0 21:22
Saturday Midday 27 17.9 13:01
SITE AVERAGES 21.3 12.0 14:53
LOCATION:

CITY:

Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 16 6.1 8:29
Weekday PM 13 6.1 7:56
Saturday Midday 18 10.9 9:52
SITE AVERAGES 15.7 7.7 8:46
LOCATION:

CITY:

Day / Time Max Queue Average Queue
Average Time pe
r
Customer (mm:ss)
Weekday AM 7 3.1 5:54
Weekday PM 9 4.0 7:32
Saturday Midday 11 6.1 9:01
SITE AVERAGES 9.0 4.4 7:29
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 11.8 5.3 7:39
Weekday PM 18.0 8.9 13:25
Saturday Midday 22.0 14.1 12:36
4‐SITE AVERAGE 17.25 9.4 11:14
DRIVE THRU SURVEY
Site Averages
Dutch Bros, 9067 Warner Ave
Dutch Bros, 877 E Hospitality Lane
San Bernardino, CA
4‐SITE AVERAGE
Fountain Valley
Dutch Bros, 3561 Hamner Ave
Norco, CA
Dutch Bros, 13322 Limonite Ave
Eastvale, CA
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268Page 123 of 833
File Name : 01_NLC_Pro_Sw AM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 1
City of National City
N/S: Prospect Street
E/W: Sweetwater Road
Weather: Clear
Groups Printed- Total Volume
Prospect Street
Southbound
Sweetwater Road
Westbound
Sweetwater Crossing
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 9 2 2 13 16 107 10 133 10 0 6 16 0 65 3 68 230 07:15 AM 15 0 4 19 17 177 4 198 11 0 7 18 0 75 9 84 319 07:30 AM 11 0 5 16 16 159 14 189 8 0 7 15 2 94 9 105 325 07:45 AM 12 2 3 17 24 201 12 237 7 0 4 11 0 103 5 108 373 Total 47 4 14 65 73 644 40 757 36 0 24 60 2 337 26 365 1247 08:00 AM 10 0 9 19 31 182 15 228 5 0 4 9 5 121 14 140 396 08:15 AM 22 1 5 28 38 258 16 312 5 1 11 17 5 124 16 145 502 08:30 AM 13 1 4 18 42 154 22 218 8 3 10 21 2 123 11 136 393 08:45 AM 15 1 2 18 37 151 22 210 3 2 13 18 0 118 7 125 371 Total 60 3 20 83 148 745 75 968 21 6 38 65 12 486 48 546 1662 Grand Total 107 7 34 148 221 1389 115 1725 57 6 62 125 14 823 74 911 2909 Apprch % 72.3 4.7 23 12.8 80.5 6.7 45.6 4.8 49.6 1.5 90.3 8.1 Total % 3.7 0.2 1.2 5.1 7.6 47.7 4 59.3 2 0.2 2.1 4.3 0.5 28.3 2.5 31.3 Prospect Street
Southbound
Sweetwater Road
Westbound
Sweetwater Crossing
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 12 2 3 17 24 201 12 237 7 0 4 11 0 103 5 108 373 08:00 AM 10 0 9 19 31 182 15 228 5 0 4 9 5 121 14 140 396 08:15 AM 22 1 5 28 38 258 16 312 5 1 11 17 5 124 16 145 502 08:30 AM 13 1 4 18 42 154 22 218 8 3 10 21 2 123 11 136 393 Total Volume 57 4 21 82 135 795 65 995 25 4 29 58 12 471 46 529 1664 % App. Total 69.5 4.9 25.6 13.6 79.9 6.5 43.1 6.9 50 2.3 89 8.7 PHF .648 .500 .583 .732 .804 .770 .739 .797 .781 .333 .659 .690 .600 .950 .719 .912 .829 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

Page 124 of 833 ends

File Name : 01_NLC_Pro_Sw AM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 2
City of National City
N/S: Prospect Street
E/W: Sweetwater Road
Weather: Clear
Prospect Street
Sweetwater Road
Sweetwater Road
Sweetwater Crossing Driveway
Right
21 Thru
4 Left
57 InOut Total
81 82 163
Right
65 Thru
795
Left
135
OutTotal In
557 995 1552
Left
25 Thru
4 Right
29 Out TotalIn
185 58 243
Left
12 Thru
471
Right
46 TotalOut In
841 529 1370
Peak Hour Begins at 07:45 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:45 AM 08:00 AM 08:00 AM
+0 mins. 10 0 9 19 24 201 12 237 5 0 4 9 5 121 14 140
+15 mins. 22 1 5 28 31 182 15 228 5 1 11 17 5 124 16 145 +30 mins. 13 1 4 18 38 258 16 312 8 3 10 21 2 123 11 136 +45 mins. 15 1 2 18 42 154 22 218 3 2 13 18 0 118 7 125 Total Volume 60 3 20 83 135 795 65 995 21 6 38 65 12 486 48 546 % App. Total 72.3 3.6 24.1 13.6 79.9 6.5 32.3 9.2 58.5 2.2 89 8.8 PHF .682 .750 .556 .741 .804 .770 .739 .797 .656 .500 .731 .774 .600 .980 .750 .941 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

Page 125 of 833 ends

File Name : 01_NLC_Pro_Sw PM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 1
City of National City
N/S: Prospect Street
E/W: Sweetwater Road
Weather: Clear
Groups Printed- Total Volume
Prospect Street
Southbound
Sweetwater Road
Westbound
Sweetwater Crossing
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 29 7 5 41 53 207 17 277 23 6 43 72 5 237 25 267 657 04:15 PM 29 2 0 31 69 205 16 290 14 5 40 59 6 261 14 281 661 04:30 PM 24 5 3 32 43 177 11 231 22 6 46 74 5 255 10 270 607 04:45 PM 25 4 7 36 52 170 18 240 15 1 34 50 8 238 15 261 587 Total 107 18 15 140 217 759 62 1038 74 18 163 255 24 991 64 1079 2512 05:00 PM 27 3 3 33 55 190 18 263 17 5 36 58 9 256 17 282 636 05:15 PM 17 4 4 25 67 173 17 257 9 6 20 35 6 268 19 293 610 05:30 PM 26 10 7 43 58 151 14 223 12 2 42 56 2 261 21 284 606 05:45 PM 28 2 3 33 46 168 19 233 15 3 36 54 8 203 22 233 553 Total 98 19 17 134 226 682 68 976 53 16 134 203 25 988 79 1092 2405 Grand Total 205 37 32 274 443 1441 130 2014 127 34 297 458 49 1979 143 2171 4917 Apprch % 74.8 13.5 11.7 22 71.5 6.5 27.7 7.4 64.8 2.3 91.2 6.6 Total % 4.2 0.8 0.7 5.6 9 29.3 2.6 41 2.6 0.7 6 9.3 1 40.2 2.9 44.2 Prospect Street
Southbound
Sweetwater Road
Westbound
Sweetwater Crossing
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 29 7 5 41 53 207 17 277 23 6 43 72 5 237 25 267 657 04:15 PM 29 2 0 31 69 205 16 290 14 5 40 59 6 261 14 281 661 04:30 PM 24 5 3 32 43 177 11 231 22 6 46 74 5 255 10 270 607 04:45 PM 25 4 7 36 52 170 18 240 15 1 34 50 8 238 15 261 587 Total Volume 107 18 15 140 217 759 62 1038 74 18 163 255 24 991 64 1079 2512 % App. Total 76.4 12.9 10.7 20.9 73.1 6 29 7.1 63.9 2.2 91.8 5.9 PHF .922 .643 .536 .854 .786 .917 .861 .895 .804 .750 .886 .861 .750 .949 .640 .960 .950 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

Page 126 of 833 ends

File Name : 01_NLC_Pro_Sw PM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 2
City of National City
N/S: Prospect Street
E/W: Sweetwater Road
Weather: Clear
Prospect Street
Sweetwater Road
Sweetwater Road
Sweetwater Crossing Driveway
Right
15 Thru
18 Left
107
InOut Total
104 140 244
Right
62 Thru
759
Left
217
OutTotal In
1261 1038 2299
Left
74 Thru
18 Right
163
Out TotalIn
299 255 554
Left
24 Thru
991
Right
64 TotalOut In
848 1079 1927
Peak Hour Begins at 04:00 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:45 PM
+0 mins. 29 7 5 41 53 207 17 277 23 6 43 72 8 238 15 261 +15 mins. 29 2 0 31 69 205 16 290 14 5 40 59 9 256 17 282 +30 mins. 24 5 3 32 43 177 11 231 22 6 46 74 6 268 19 293 +45 mins. 25 4 7 36 52 170 18 240 15 1 34 50 2 261 21 284 Total Volume 107 18 15 140 217 759 62 1038 74 18 163 255 25 1023 72 1120 % App. Total 76.4 12.9 10.7 20.9 73.1 6 29 7.1 63.9 2.2 91.3 6.4 PHF .922 .643 .536 .854 .786 .917 .861 .895 .804 .750 .886 .861 .694 .954 .857 .956 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

Page 127 of 833 ends

File Name : 02_NLC_DW_Sw AM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 1
City of National City
N/S: Driveway
E/W: Sweetwater Road
Weather: Clear
Groups Printed- Total Volume
Sweetwater Road
Westbound
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 144 144 0 8 8 83 1 84 236
07:15 AM 0 190 190 0 10 10 94 2 96 296
07:30 AM 0 195 195 1 10 11 120 2 122 328
07:45 AM 1 239 240 0 8 8 108 0 108 356
Total 1 768 769 1 36 37 405 5 410 1216
08:00 AM 0 247 247 0 6 6 141 0 141 394
08:15 AM 1 321 322 0 11 11 165 0 165 498
08:30 AM 3 209 212 0 13 13 146 3 149 374
08:45 AM 2 215 217 1 9 10 152 1 153 380
Total 6 992 998 1 39 40 604 4 608 1646
Grand Total 7 1760 1767 2 75 77 1009 9 1018 2862
Apprch % 0.4 99.6 2.6 97.4 99.1 0.9
Total % 0.2 61.5 61.7 0.1 2.6 2.7 35.3 0.3 35.6
Sweetwater Road
Westbound
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 247 247 0 6 6 141 0 141 394
08:15 AM 1 321 322 0 11 11 165 0 165 498
08:30 AM 3 209 212 0 13 13 146 3 149 374
08:45 AM 2 215 217 1 9 10 152 1 153 380
Total Volume 6 992 998 1 39 40 604 4 608 1646
% App. Total 0.6 99.4 2.5 97.5 99.3 0.7
PHF .500 .773 .775 .250 .750 .769 .915 .333 .921 .826
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

Page 128 of 833 ends

File Name : 02_NLC_DW_Sw AM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 2
City of National City
N/S: Driveway
E/W: Sweetwater Road
Weather: Clear
Sweetwater Road
Sweetwater Road
Driveway
Thru
992
Left
6 OutTotal In
643 998 1641
Left
1 Right
39 Out TotalIn
10 40 50
Thru
604
Right
4 TotalOut In
993 608 1601
Peak Hour Begins at 08:00 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 08:00 AM 08:00 AM
+0 mins. 1 239 240 0 6 6 141 0 141
+15 mins. 0 247 247 0 11 11 165 0 165
+30 mins. 1 321 322 0 13 13 146 3 149
+45 mins. 3 209 212 1 9 10 152 1 153
Total Volume 5 1016 1021 1 39 40 604 4 608
% App. Total 0.5 99.5 2.5 97.5 99.3 0.7
PHF .417 .791 .793 .250 .750 .769 .915 .333 .921
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

Page 129 of 833 ends

File Name : 02_NLC_DW_Sw PM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 1
City of National City
N/S: Driveway
E/W: Sweetwater Road
Weather: Clear
Groups Printed- Total Volume
Sweetwater Road
Westbound
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 3 296 299 0 27 27 307 4 311 637
04:15 PM 0 278 278 0 31 31 323 2 325 634
04:30 PM 1 259 260 0 23 23 338 1 339 622
04:45 PM 3 220 223 0 14 14 285 1 286 523
Total 7 1053 1060 0 95 95 1253 8 1261 2416
05:00 PM 0 260 260 0 22 22 297 3 300 582
05:15 PM 0 259 259 0 19 19 308 4 312 590
05:30 PM 3 216 219 0 38 38 314 4 318 575
05:45 PM 1 238 239 0 33 33 266 3 269 541
Total 4 973 977 0 112 112 1185 14 1199 2288
Grand Total 11 2026 2037 0 207 207 2438 22 2460 4704
Apprch % 0.5 99.5 0 100 99.1 0.9
Total % 0.2 43.1 43.3 0 4.4 4.4 51.8 0.5 52.3
Sweetwater Road
Westbound
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 3 296 299 0 27 27 307 4 311 637
04:15 PM 0 278 278 0 31 31 323 2 325 634
04:30 PM 1 259 260 0 23 23 338 1 339 622
04:45 PM 3 220 223 0 14 14 285 1 286 523
Total Volume 7 1053 1060 0 95 95 1253 8 1261 2416
% App. Total 0.7 99.3 0 100 99.4 0.6
PHF .583 .889 .886 .000 .766 .766 .927 .500 .930 .948
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

Page 130 of 833 ends

File Name : 02_NLC_DW_Sw PM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 2
City of National City
N/S: Driveway
E/W: Sweetwater Road
Weather: Clear
Sweetwater Road
Sweetwater Road
Driveway
Thru
1053
Left
7 OutTotal In
1348 1060 2408
Left
0 Right
95 Out TotalIn
15 95 110
Thru
1253
Right
8 TotalOut In
1053 1261 2314
Peak Hour Begins at 04:00 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 05:00 PM 04:00 PM
+0 mins. 3 296 299 0 22 22 307 4 311
+15 mins. 0 278 278 0 19 19 323 2 325
+30 mins. 1 259 260 0 38 38 338 1 339
+45 mins. 3 220 223 0 33 33 285 1 286
Total Volume 7 1053 1060 0 112 112 1253 8 1261
% App. Total 0.7 99.3 0 100 99.4 0.6
PHF .583 .889 .886 .000 .737 .737 .927 .500 .930
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

Page 131 of 833 ends

T RAFFIC A NALYSIS
S EPTEMBER 2025
1838 S WEETWATER R OAD D UTCH B ROS C OFFEE S HOP P ROJECT

N ATIONAL C ITY , C ALIFORNIA

P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx (09/10/25)

ATTACHMENT C

PROJECT TRIP GENERATION

Page 132 of 833 ends

In Out Total In Out Total In Out Total
Trip Rates
Dutch Bros Coffee Shop1
site 2,168 72.00 66.00 138.00 65.00 65.00 130.00 1,836 63.00 62.00 125.00 Restaurant2
tsf 107.20 5.26 4.31 9.57 5.52 3.53 9.05 122.40 5.71 5.48 11.19 Project Trip Generation
Dutch Bros Coffee Shop 1 site 2,168 72 66 138 65 65 130 1,836 63 62 125 Pass-By Reductions3,4
(1,084) (36) (33) (69) (33) (32) (65) (918) (32) (31) (63) Total 1,084 36 33 69 32 33 65 918 31 31 62
Previous Use Trip Generation4
Restaurant 3.916 tsf 420 21 16 37 22 14 36 479 22 22 44 Pass-By Reductions5
(92) 0 0 0 (9) (6) (15) (105) 0 0 0
Total 328 21 16 37 13 8 21 374 22 22 44
756 15 17 32 19 25 44 544 9 9 18
Source: Compiled by LSA (2025).
1 Trip Rates based on Counts Unlimited trip generation surveys of Dutch Bros. Coffee Shops in Fountain Valley, Norco, Eastvale, and San Bernardino in May 2025. 2 Trip Rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition (2021), Land Use 932 (High-Turnover [Sit-Down] Restaurant), Setting/Location - General Urban/Suburban.
3 A conservative 50 percent pass-by reduction has been applied to the proposed project for weekday and weekend daily and peak-hour conditions. 4 For informational purposes only. The full project trip generation was assumed. Trip reductions (for pass-by and the previous use) were not included to present a conservative access (level of service) analysis of the study area locations. 5 Pass-By Reductions from the ITE Trip Generation Manual, Land Use 932 (High-Turnover [Sit-Down] Restaurant).

No AM and 43% PM pass-by rates were applied. Since a Daily pass-by rate is not available, the average of the AM and PM pass-by rates was used (22%).

For weekends, no peak-hour and 22% Daily pass-by rates were applied. tsf = thousand square feet
Net Trips (Project - Previous Use)4
Table C-1: Project Trip Generation
Land Use Size Unit
Weekday
Daily
AM Peak Hour PM Peak Hour Weekend
Daily
Peak Hour
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\xls\Trip Gen\Trip Gen (7/24/2025)

Page 133 of 833 ends

T RAFFIC A NALYSIS
S EPTEMBER 2025
1838 S WEETWATER R OAD D UTCH B ROS C OFFEE S HOP P ROJECT

N ATIONAL C ITY , C ALIFORNIA

P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx (09/10/25)

ATTACHMENT D

HCM WORKSHEETS

Page 134 of 833 ends

HCM 7th Signalized Intersection Summary
4: Sweetwater Road & Prospect Street Existing AM
07/23/2025 Synchro 12 Report
LSA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 471 46 135 795 65 25 4 29 57 4 21 Future Volume (veh/h) 12 471 46 135 795 65 25 4 29 57 4 21 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 13 496 48 142 837 68 26 4 31 60 4 22 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 24 1262 563 188 1458 118 363 15 118 246 4 23 Arrive On Green 0.01 0.36 0.36 0.11 0.44 0.44 0.08 0.08 0.08 0.08 0.08 0.08 Sat Flow, veh/h 1781 3554 1585 1781 3328 270 1385 184 1429 758 51 278 Grp Volume(v), veh/h 13 496 48 142 447 458 26 0 35 86 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1822 1385 0 1613 1087 0 0 Q Serve(g_s), s 0.2 3.5 0.7 2.6 6.3 6.3 0.0 0.0 0.7 2.0 0.0 0.0 Cycle Q Clear(g_c), s 0.2 3.5 0.7 2.6 6.3 6.3 0.5 0.0 0.7 2.7 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.15 1.00 0.89 0.70 0.26
Lane Grp Cap(c), veh/h 24 1262 563 188 778 798 363 0 134 274 0 0 V/C Ratio(X) 0.54 0.39 0.09 0.76 0.57 0.57 0.07 0.00 0.26 0.31 0.00 0.00 Avail Cap(c_a), veh/h 289 3042 1357 749 1980 2030 1175 0 1081 1149 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 16.3 8.0 7.1 14.5 7.0 7.0 14.2 0.0 14.3 15.6 0.0 0.0 Incr Delay (d2), s/veh 17.1 0.2 0.1 6.1 0.7 0.7 0.1 0.0 1.0 0.7 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.8 0.1 1.1 1.4 1.4 0.2 0.0 0.2 0.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.5 8.2 7.2 20.5 7.7 7.7 14.3 0.0 15.3 16.2 0.0 0.0 L n G r p L O S CAACAAB BB
Approach Vol, veh/h 557 1047 61 86
Approach Delay, s/veh 8.7 9.4 14.9 16.2
A p p r o a c h L O S AABB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.6 17.2 7.5 5.9 20.0 7.5
Change Period (Y+Rc), s 5.1 5.4 * 4.7 5.4 * 5.4 4.7
Max Green Setting (Gmax), s 14.0 28.5 * 23 5.4 * 37 22.3 Max Q Clear Time (g_c+I1), s 4.6 5.5 4.7 2.2 8.3 2.7
Green Ext Time (p_c), s 0.2 3.3 0.4 0.0 6.3 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 9.7
HCM 7th LOS A
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 135 of 833 ends

HCM 7th TWSC
6: RIRO Driveway & Sweetwater Road Existing AM
07/23/2025 Synchro 12 Report
LSA Page 2
Intersection
Int Delay, s/veh 0.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 604 4 0 992 0 39
Future Vol, veh/h 604 4 0 992 0 39
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 657 4 0 1078 0 42
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 328
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y ----- 6 . 9 4
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y ----- 3 . 3 2
Pot Cap-1 Maneuver - - 0 - 0 667
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - ---- 6 6 7
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 10.76

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 667 - - -
HCM Lane V/C Ratio 0.064 - - -
HCM Ctrl Dly (s/v) 10.8 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.2 - - -

Page 136 of 833 ends

HCM 7th Signalized Intersection Summary
4: Sweetwater Road & Prospect Street Existing PM
07/23/2025 Synchro 12 Report
LSA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 991 64 217 759 62 74 18 163 107 18 15 Future Volume (veh/h) 24 991 64 217 759 62 74 18 163 107 18 15 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 1043 67 228 799 65 78 19 172 113 19 16 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 40 1329 593 279 1676 136 437 36 325 220 36 19 Arrive On Green 0.02 0.37 0.37 0.16 0.50 0.50 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1585 1781 3328 271 1373 160 1449 524 161 83 Grp Volume(v), veh/h 25 1043 67 228 427 437 78 0 191 148 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1822 1373 0 1609 769 0 0 Q Serve(g_s), s 0.9 16.1 1.7 7.7 9.7 9.7 0.0 0.0 6.5 6.1 0.0 0.0 Cycle Q Clear(g_c), s 0.9 16.1 1.7 7.7 9.7 9.7 2.8 0.0 6.5 12.6 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.15 1.00 0.90 0.76 0.11
Lane Grp Cap(c), veh/h 40 1329 593 279 895 917 437 0 361 275 0 0 V/C Ratio(X) 0.62 0.78 0.11 0.82 0.48 0.48 0.18 0.00 0.53 0.54 0.00 0.00 Avail Cap(c_a), veh/h 155 1632 728 402 1062 1089 622 0 578 463 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 30.1 17.2 12.7 25.3 10.1 10.1 19.8 0.0 21.2 25.6 0.0 0.0 Incr Delay (d2), s/veh 14.7 2.1 0.1 8.3 0.4 0.4 0.2 0.0 1.2 1.6 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 5.9 0.5 3.6 3.2 3.2 0.9 0.0 2.4 2.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.7 19.3 12.8 33.6 10.5 10.5 19.9 0.0 22.4 27.2 0.0 0.0 L n G r p L O S DBBCBBB CC
Approach Vol, veh/h 1135 1092 269 148
Approach Delay, s/veh 19.5 15.3 21.7 27.2
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.8 28.6 18.6 6.8 36.6 18.6
Change Period (Y+Rc), s 5.1 5.4 * 4.7 5.4 * 5.4 4.7
Max Green Setting (Gmax), s 14.0 28.5 * 23 5.4 * 37 22.3 Max Q Clear Time (g_c+I1), s 9.7 18.1 14.6 2.9 11.7 8.5 Green Ext Time (p_c), s 0.2 5.1 0.5 0.0 5.7 1.2
Intersection Summary
HCM 7th Control Delay, s/veh 18.4
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 137 of 833 ends

HCM 7th TWSC
6: RIRO Driveway & Sweetwater Road Existing PM
07/23/2025 Synchro 12 Report
LSA Page 2
Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1253 8 0 1053 0 95
Future Vol, veh/h 1253 8 0 1053 0 95
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1362 9 0 1145 0 103
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 681
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y ----- 6 . 9 4
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y ----- 3 . 3 2
Pot Cap-1 Maneuver - - 0 - 0 393
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - ---- 3 9 3
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 17.4

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 393 - - -
HCM Lane V/C Ratio 0.263 - - -
HCM Ctrl Dly (s/v) 17.4 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 1 - - -

Page 138 of 833 ends

HCM 7th Signalized Intersection Summary
4: Sweetwater Road & Prospect Street Existing WP AM
07/24/2025 Synchro 12 Report
LSA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 478 71 171 795 65 55 7 39 57 8 21 Future Volume (veh/h) 12 478 71 171 795 65 55 7 39 57 8 21 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 13 503 75 180 837 68 58 7 41 60 8 22 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 24 1148 512 240 1449 118 376 22 127 239 8 23 Arrive On Green 0.01 0.32 0.32 0.13 0.44 0.44 0.09 0.09 0.09 0.09 0.09 0.09 Sat Flow, veh/h 1781 3554 1585 1781 3328 270 1380 236 1385 671 89 246 Grp Volume(v), veh/h 13 503 75 180 447 458 58 0 48 90 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1822 1380 0 1621 1006 0 0 Q Serve(g_s), s 0.2 3.8 1.1 3.3 6.4 6.4 0.0 0.0 0.9 2.1 0.0 0.0 Cycle Q Clear(g_c), s 0.2 3.8 1.1 3.3 6.4 6.4 1.0 0.0 0.9 3.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.15 1.00 0.85 0.67 0.24
Lane Grp Cap(c), veh/h 24 1148 512 240 774 793 376 0 148 270 0 0 V/C Ratio(X) 0.54 0.44 0.15 0.75 0.58 0.58 0.15 0.00 0.32 0.33 0.00 0.00 Avail Cap(c_a), veh/h 285 3002 1339 739 1954 2003 1161 0 1072 1122 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 16.5 9.0 8.1 14.0 7.2 7.2 14.4 0.0 14.3 15.8 0.0 0.0 Incr Delay (d2), s/veh 17.2 0.3 0.1 4.7 0.7 0.7 0.2 0.0 1.2 0.7 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.9 0.3 1.3 1.5 1.5 0.4 0.0 0.3 0.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.7 9.3 8.2 18.7 7.9 7.9 14.6 0.0 15.6 16.5 0.0 0.0 L n G r p L O S CAABAAB BB
Approach Vol, veh/h 591 1085 106 90
Approach Delay, s/veh 9.7 9.7 15.0 16.5
A p p r o a c h L O S AABB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.6 16.3 7.8 5.9 20.1 7.8
Change Period (Y+Rc), s 5.1 5.4 * 4.7 5.4 * 5.4 4.7
Max Green Setting (Gmax), s 14.0 28.5 * 23 5.4 * 37 22.3 Max Q Clear Time (g_c+I1), s 5.3 5.8 5.0 2.2 8.4 3.0
Green Ext Time (p_c), s 0.3 3.4 0.4 0.0 6.3 0.4
Intersection Summary
HCM 7th Control Delay, s/veh 10.3
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 139 of 833 ends

HCM 7th TWSC
6: RIRO Driveway & Sweetwater Road Existing WP AM
07/24/2025 Synchro 12 Report
LSA Page 2
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 614 11 0 1028 0 62
Future Vol, veh/h 614 11 0 1028 0 62
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 667 12 0 1117 0 67
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 334
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y ----- 6 . 9 4
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y ----- 3 . 3 2
Pot Cap-1 Maneuver - - 0 - 0 662
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - ---- 6 6 2
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 11.05

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 662 - - -
HCM Lane V/C Ratio 0.102 - - -
HCM Ctrl Dly (s/v) 11.1 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.3 - - -

Page 140 of 833 ends

HCM 7th Signalized Intersection Summary
4: Sweetwater Road & Prospect Street Existing WP PM
07/24/2025 Synchro 12 Report
LSA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 998 87 249 759 62 103 21 173 107 21 15 Future Volume (veh/h) 24 998 87 249 759 62 103 21 173 107 21 15 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 1051 92 262 799 65 108 22 182 113 22 16 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 40 1297 579 310 1705 139 435 41 336 212 39 19 Arrive On Green 0.02 0.37 0.37 0.17 0.51 0.51 0.23 0.23 0.23 0.23 0.23 0.23 Sat Flow, veh/h 1781 3554 1585 1781 3328 271 1370 174 1438 503 169 80 Grp Volume(v), veh/h 25 1051 92 262 427 437 108 0 204 151 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1822 1370 0 1612 751 0 0 Q Serve(g_s), s 0.9 17.8 2.6 9.5 10.3 10.3 0.0 0.0 7.4 6.7 0.0 0.0 Cycle Q Clear(g_c), s 0.9 17.8 2.6 9.5 10.3 10.3 4.3 0.0 7.4 14.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.15 1.00 0.89 0.75 0.11
Lane Grp Cap(c), veh/h 40 1297 579 310 910 933 435 0 376 270 0 0 V/C Ratio(X) 0.63 0.81 0.16 0.85 0.47 0.47 0.25 0.00 0.54 0.56 0.00 0.00 Avail Cap(c_a), veh/h 144 1516 676 373 987 1012 573 0 538 412 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 32.4 19.1 14.3 26.7 10.5 10.5 21.3 0.0 22.5 27.4 0.0 0.0 Incr Delay (d2), s/veh 15.4 3.0 0.1 14.1 0.4 0.4 0.3 0.0 1.2 1.8 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 6.9 0.8 5.0 3.4 3.5 1.4 0.0 2.8 2.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 47.8 22.1 14.4 40.8 10.8 10.8 21.6 0.0 23.7 29.2 0.0 0.0 LnGrp LOS D C B D B B C C C
Approach Vol, veh/h 1168 1126 312 151
Approach Delay, s/veh 22.0 17.8 22.9 29.2
Approach LOS C B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 16.7 29.8 20.3 6.9 39.6 20.3
Change Period (Y+Rc), s 5.1 5.4 * 4.7 5.4 * 5.4 4.7
Max Green Setting (Gmax), s 14.0 28.5 * 23 5.4 * 37 22.3 Max Q Clear Time (g_c+I1), s 11.5 19.8 16.2 2.9 12.3 9.4 Green Ext Time (p_c), s 0.2 4.6 0.4 0.0 5.7 1.3
Intersection Summary
HCM 7th Control Delay, s/veh 20.8
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 141 of 833 ends

HCM 7th TWSC
6: RIRO Driveway & Sweetwater Road Existing WP PM
07/24/2025 Synchro 12 Report
LSA Page 2
Intersection
Int Delay, s/veh 0.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1263 15 0 1085 0 118
Future Vol, veh/h 1263 15 0 1085 0 118
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1373 16 0 1179 0 128
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 686
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y ----- 6 . 9 4
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y ----- 3 . 3 2
Pot Cap-1 Maneuver - - 0 - 0 390
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - ---- 3 9 0
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 18.7

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 390 - - -
HCM Lane V/C Ratio 0.329 - - -
HCM Ctrl Dly (s/v) 18.7 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 1.4 - - -

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T RAFFIC A NALYSIS
S EPTEMBER 2025
1838 S WEETWATER R OAD D UTCH B ROS C OFFEE S HOP P ROJECT

N ATIONAL C ITY , C ALIFORNIA

P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coﬀee\doc\study\TA Memo2.docx (09/10/25)

ATTACHMENT E

DUTCH BROS COFFEE TMP AND SITE SUMMARY

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Traffic Management Plan
&
Site Summary
CA4707 | National City
1838 Sweetwater Road
Operator:TBD
Coach:TBD
Regional Activation Coach:TBD
Construction Manager:John Caglia
Construction Coordinator:Kelsey Staton
Created By:

Kyle Dallas|Site & Traffic Plan Administrator
C: 602.525.8737
E: [email protected]
Standard Edition
Revised as of 02/19/2025

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Speed, Quality, Service
Timing Standards
45 seconds per car (at window). Speed timings
conducted weekly in addition to a quarterly company
wide evaluation.

Escape Lane
An escape lane permits customers to leave the line as
soon as their drinks are delivered by a drink runner.

Peak Hours
DB will staff an additional traffic controller during peak hours as needed.

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Speed, Quality, Service
Off-Site Operations
DB always evaluates the need of off-duty police officer support during our grand opening period.

Off duty police officers provide off-site support during business hours as determined necessary by DB
leadership. Their job is to safely direct customer vehicles to and from a location. Prevent vehicles from blocking
critical drives or otherwise restricting traffic flow (off-site).

Staffing Model
Schedules are written a minimum of 1-2 weeks in advance (in accordance with state and local guidelines) based on gross sales, trends, local events, and weather.

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Outside Traffic Management
Line Buster (LB)
Job Duty: Increase speed of the customers experience by taking orders while ensuring 2’ gap between cars. Ensuring when the line pulls forward the customers moves forward.

Drink Runner (DR)
Job Duty: Deliver completed drinks to the customer in line before reaching the window. Ensuring escape lane is used to minimize service time.

Dutch Bros. Traffic Controller (DBTC)
Job Duty: Direct traffic in and out of location. Preventing vehicles from blocking critical drives or otherwise restricting traffic flow (on-site).

Third Party Traffic Controller or Off Duty Police Officer (TC) Job Duty: Direct traffic in and out of location. Preventing vehicles from blocking critical drives or otherwise restricting traffic flow (off-site).

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Additional Information
Full Shop Meetings:
● Monthly meetings in which all shop personnel are required to attend. Discuss traffic plans and new commitments in detail.

Pre-Shift Huddles:
● Before each shift (morning, noon, night) the crew goes over updates, important communication, issues, and ensures strategy is set for the shift
Promotional Days / Major Holidays / Sticker Days:
● Dutch will determine if needed and hire a Third-Party Traffic Control Company to come in when the Stacking could possibly be an issue.

Evolving Traffic Plan:
● The Grand Opening plan will be utilized whenever necessary to mitigate traffic congestion that may occur from our new shop opening. We reserve the right to adjust the plan as conditions dictate, and expect that after the initial community response, our traffic patterns will settle to a predictable level within the first 90 days of operation.

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Directional Signage Examples

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Staffing Plan
*Not every position will be shown on
Grand Opening Staffing Plan. Subject
to site by site staffing needs.*
Special Things to Note:

1. n/a

2. n/a

3. n/a

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Signage Plan
Special Things to Note:

1. n/a

2. n/a

3. n/a

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City of National City
Planning Commission
Meeting
MEETING OF OCTOBER 20, 2025

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Public Hearing

CONDITIONAL USE PERMIT FOR A
DRIVE
-

THROUGH COFFEE SHOP
(
DUTCH

BROS COFFEE) TO BE
LOCATED AT 1838 SWEETWATER ROAD

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Overhead

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Site Characteristics
• 1838 Sweetwater Road
• MXD-2 (Major Mixed-Use District)
• 0.45-acre parcel
• Sweetwater Crossings Shopping Center
• Replacing the vacant Pizza Hut building
• Area is Commercial
• Subway, Boba Time, etc. to the north
• Across Sweetwater Road is Sweetwater Plaza Shopping Center and some residences • Texas Roadhouse and Denny's to the east
• LA Fitness to the south
• Sweetwater Crossing Shopping Center (CVS, Mors) to the west

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Site Photos

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Site Photos

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Site Photos

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Proposal
• 950 Square Foot Drive-Through Coffee Shop (Dutch Bros Coffee) • Dual drive-through lanes with queuing for 26 vehicles • Person-to-person ordering
• Exit lane
• Walk-up window
• Three parking spaces
• Access from Sweetwater Road
• 5 a.m. to 12 a.m. daily
• New business would employ between eight and ten people

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Site Plan

EXIT LANE
QUEUING FOR 26 VEHICLES
3 PARKING SPACES

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Site Plan

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Site Plan

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Analysis
• Proposal Consistent with General Plan
• Policies related to fast food
• HEJ-4.2: Encourage the development of healthy food establishments in areas with a high concentration of fast foot establishments, convenience stores, and liquor stores. • Coffee shop allowed by right without drive-through lane • HEJ-5.4: Discourage unhealthy fast food outlets from locating near schools. • Located over a half-mile from closest school (Sweetwater High School) • Proposal Consistent with Land Use Code
• A coffee shop with a drive-through is a conditionally-allowed use in MXD-2 zone • Chapter 18.41 – Site Planning Standards – has specific requirements for drive-through businesses
• Minimum queuing distances, interior turning radius, location of drive-through window and landscaping requirements

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Analysis (cont.)
• Land Use Code (CONT.)
• Minimum queuing distance
• Traffic analysis used other Dutch Bros Coffee locations – Average maximum queuing not expect to exceed 17.25 vehicles
• Proposed drive-through has space for 26 vehicles before impacting the shopping center circulation
• Person-to-person ordering and exit lane proposed
• Minimum interior turning radius of 25 feet
• Site plan shows lesser interior turn radii of 20 feet – approved by City Engineer • Drive-through window location
• If facing right-of-way, code requires a minimum 10-ft landscape buffer with trees and minimum three-foot high hedges
• Drive-though window is facing the shopping center and landscape buffer is provided

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Analysis (cont.)
• Land Use Code (CONT.)
• Design requirements
• Limited requirements for project of this type in the MXD-2 zone • Architectural variation, setbacks, height, etc.
• Request is for the drive-through lane and the architecture of the proposed building is conceptual in nature
• Conditions related to design, site development, and landscaping • Project would be allowed by right without the drive-through

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Analysis (cont.)
• Traffic
• Project expected to generate approximately 756 weekday & 544 weekend net new daily trips • Half the trips are pass-by
• A pass‐by trip is a trip where an intermediate stop is made on the way from the origin to the primary destination of the trip without making a route diversion
• Project-related traffic would not result in the need for any street system improvements • Accessed off of signalized Sweetwater Road and Prospect Steet intersection • Study included Vehicle Miles Traveled (VMT) analysis – screened out of CEQA • Noise
• Typical concern for drive-through businesses
• Ordering Speakers: Dutch Bros uses person to person ordering • Operating Hours: 5 a.m. to 12 a.m. , similar to nearby drive-though’s

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California Environmental Quality Act
(CEQA)
• Determine To Be Categorically Exempt From Environmental Review Pursuant To Class 32, Section 15332 (In-fill Development Projects) • Notice of exemption will be filed subsequent to an approval

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Conditions / Summary
• Conditions of Approval
• Building and Fire Code compliance
• Engineering comments
• Design requirements and compliance with LUC
• Landscape Plan
• Proposed use consistent with General Plan
• Project is consistent with General Plan and Land Use Code • Consistent applicable design requirements
• Meets applicable Site Planning Standards

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Options
• FIND PROJECT EXEMPT FROM CEQA & APPROVE 2025-29 CUP BASED ON FINDINGS LISTED IN THE DRAFT RESOLUTION / FINDINGS DETERMINED BY THE COMMISSION; OR • FIND PROJECT NOT EXEMPT FROM CEQA AND/OR DENY 2025-29 CUP BASED ON

FINDINGS LISTED IN THE DRAFT RESOLUTION / FINDINGS DETERMINED BY THE COMMISSION; OR
• CONTINUE THE ITEM FOR ADDITIONAL INFORMATION
• STAFF RECOMMENDING APPROVAL
• NOTICE OF DECISION TO CITY COUNCIL

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Next Regularly-Scheduled
Meeting
NOVEMBER 4, 2025

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AGENDA REPORT

Department: Fire Department
Prepared by: Scott Robinson, Battalion Chief
Meeting Date: Tuesday, November 4, 2025
Approved by: Scott W. Huth, Interim City Manager

SUBJECT:

One-year Extension of American Medical Response Contract with the City of National City

RECOMMENDATION:

BOARD/COMMISSION/COMMITTEE PRIOR ACTION:

Not Applicable.

EXPLANATION:

The Fire Department seeks to extend the current contract with our ambulance provider, American Medical Response Ambulance Service, Inc. (AMR), for an additional year to allow the Department time to explore options for enhancing service delivery —either internally or through a third -party provider. AMR agrees to continue to pay the franchise fee to the City of National City in the amount of $318,023.00 during the term of this extension.

FINANCIAL STATEMENT:

There is no financial impact to the city. Patients with commercial insurance will see a 5% increase in transport fees. However, those covered by Medi -Cal or Medicare will not experience any increase, as their fees are capped by federal and state regulations.

RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:

Public Safety

ENVIRONMENTAL REVIEW:

This is not a project under CEQA , and is therefore , not subject to environmental review.

CCR15378; PRC 21065.

PUBLIC NOTIFICATION:

The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.

ORDINANCE:

Not Applicable

EXHIBITS:

Exhibit A - Agreement
Exhibit B - Resolution

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2025 Tenth Amendment to Agreement City of National City and AMR 1

TENTH AMENDMENT TO THE AGREEMENT

BY AND BETWEEN

THE CITY OF NATIONAL CITY
AND
AMERICAN MEDICAL RESPONSE AMBULANCE SERVICE, INC.

This Tenth Amendment to the Agreement By and Between the City of National City and American Medical Response Ambulance Service, Inc. (“Tenth Amendment”) is entered into this _____day of October 2025, by and between the City of National City (“CITY”) and American Medical Response Ambulance Ser vice, Inc., (“AMR”).

RECITALS

A. WHEREAS, on June 20, 2006 , CITY and AMR entered into an agreement entitled “Agreement by and between the City of National City and American Medical Response Ambulance Service, Inc.” as has been amended from time-to-time by those First, Second, Third, Fourth, Fifth, Sixth , Seventh , Eighth and Ninth amendments (collectively, the “Agreement”); and

B. WHEREAS, AMR has met all of the eligibility requirements for an extension of the Agreement as set forth in Section VI, Subsection E.1; and

C. WHEREAS, the parties wish to make certain changes to the Agreement as set forth below.

NOW, THEREFORE, in consideration of the mutual benefit to be derived therefrom, CITY and AMR agree as follows:

1. Section VI, Subsection E.1 is amended with t he term of the Agreement being extended for an additional one year from the time the current Agreement expires on September 1 st, 2025.

2. All base an ancillary charges on Schedule B.1 shall increase by 5% effective the first day of the Option Period.

3. The parties further agree that with the foregoing exception s, each and every term and provision of the Agreement by and between the CITY and AMR, dated June 20, 2006, shall remain in full force and effect.

IN WITNESS WHEREOF, the parties hereto have caused this Tenth Amendment to be executed the day and year first herein set forth.

[Signature Page to Follow]

Docusign Envelope ID: 73804012-BDDF-40E4-9F20-003391C910EB

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2025 Tenth Amendment to Agreement City of National City and AMR 2

CITY OF NATIONAL CITY AMERICAN MEDICAL RESPONSE
AMBULANCE SERVICE, INC.

By: _________________________ By: _____________________________ Ron Morrison, Mayor Sean Russell
Regional President

APPROVED AS TO FORM:

By: _________________________
Barry J. Schultz, City Attorney

Docusign Envelope ID: 73804012-BDDF-40E4-9F20-003391C910EB

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2025 Tenth Amendment to Agreement City of National City and AMR 3 Schedule B.1

Procedure code 9/1/24 –
9/1/25
Option
Period*
1151 - ALS EMERGENCY BASE RATE 3,898.00 4092.9
1152 - ALS LEVEL 2 4,541.51 4768.5855
1251 - BLS EMERGENCY BASE RATE 2,066.00 2169.3
2151 - MILEAGE 125 131.25
1111 - TREAT NO TRANSPORT 760.14 798.147
3001 - OXYGEN 271.06 284.613
3008 - HOT PACK 30.7 32.235
3040 - 4X4 STERILE 8.24 8.652
3042 - ABDOMINAL PAD 8.6 9.03
3044 - ACE WRAP 24.12 25.326
3046 - ARMBOARD 22.38 23.499
3048 - BED PAN 32 33.6
3050 - BITE STICK 16.76 17.598
3051 - SMARTCAPNOLINE PEDIATRIC 65.62 68.901
3052 - BODILY WASTE DISP BAG 7.4 7.77
3053 - SMARTCAPNOLINE PLUS ADULT 76.56 80.388
3058 - BULB SYRINGE 28.76 30.198
3062 - BAG VALVE MASK DISP UNIT 363.96 382.158
3072 - CATHETER/INTERCATH NEEDL 48.46 50.883
3074 - CERVICAL COLLAR 387.96 407.358
3076 - CHUX 9.6 10.08
3078 - COLD PACK 32.86 34.503
3086 - CARDBOARD SPLINT 38.6 40.53
3088 - CPR STAT PADS ADULT 17.12 17.976
3092 - DEFIB COMBO PADS 155.94 163.737
3093 - ELECTRODES QUICK COMBO PEDS 156.72 164.556
3094 - DISP BLANKET 120.46 126.483
3096 - DISPOSABLE LINEN 32.86 34.503
3102 - ELECTRODE SET 35.72 37.506
3104 - EMESIS BASIN 5 5.25
3106 - ADDITIONAL ETT 63.9 67.095
3112 - FILTER LINE REG-ADULT/PED 38.78 40.719
3113 - BACTERIAL FILTER LTV VENT 21.78 22.869
3115 - FLTRLN SET W/AIRWAY ADAPTER 52.48 55.104
3118 - HUMIDIFIER W/ADAPTER 73.54 77.217
Docusign Envelope ID: 73804012-BDDF-40E4-9F20-003391C910EB

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2025 Tenth Amendment to Agreement City of National City and AMR 4 3119 - BAG ASSIST NEBULIZER 47.54 49.917
3120 - HYPODERMIC NEEDLE 3.44 3.612
3121 - PEDIATRIC NEBULIZER 10.76 11.298
3124 - INFECTIOUS PRECAUTIONARY SRVC 245.08 257.334
3126 - INTUBATION 593.42 623.091
3130 - ISOLATION MASK 32.86 34.503
3132 - ISOLATION SUIT/KIT 219.04 229.992
3140 - KERLIX ROLL 34.54 36.267
3142 - LANCETS 1.66 1.743
3152 - MULTI TRAUMA DRESSING 62 65.1
3154 - NASAL CANNULA 14.7 15.435
3162 - NASAL PHARNGEAL AIRWAY 98.32 103.236
3168 - NON-REBREATHER MASK 46.18 48.489
3170 - OB KIT 233.12 244.776
3172 - ORAL PHARTNGEAL AIRWAY 32.54 34.167
3186 - PREP RAZOR 13.06 13.713
3190 - SKULL CAP 6.72 7.056
3192 - SOFT RESTRAINTS 80.48 84.504
3194 - STERILE WATER 41.08 43.134
3196 - GLOVES STERILE 14.7 15.435
3198 - STYLETTE/BOUGIE 126.2 132.51
3200 - SYRINGE 19.24 20.202
3204 - TAPE ADHESIVE 6.64 6.972
3208 - TRIANGULAR BANDAGE 34.08 35.784
3212 - TUBE TAMER 103.92 109.116
3214 - URINAL 18.88 19.824
3218 - VASELINE GAUZE 28.76 30.198
3220 - WASH BASIN DISP 19.68 20.664
3226 - NEBULIZER SETUP 40.82 42.861
3228 - SALEM SUMP TUBE 83.56 87.738
3234 - EKG STRIP 43.88 46.074
34626 - HEMOSTATIC GAUZE 226.54 237.867
36220 - EZ IO SUPPLY 364.42 382.641
4000 - ACTIVATED CHARCOAL 236.02 247.821
4002 - ADDITIONAL 250CC IV BAG 30.36 31.878
4004 - ADENOSINE 273.74 287.427
4005 - ALBUTEROL 58.24 61.152
4008 - AMIODARONE 20.64 21.672
4009 - ASPIRIN 7.62 8.001
Docusign Envelope ID: 73804012-BDDF-40E4-9F20-003391C910EB

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2025 Tenth Amendment to Agreement City of National City and AMR 5 4010 - ATROPINE MULTIDOSE VIAL 180.14 189.147
4012 - ATROPINE PLS 100.56 105.588
40120 - ACETAMINOPHEN 317.06 332.913
4013 - ATROVENT 4.22 4.431
4014 - BENADRYL 99.72 104.706
4015 - BENZOIN SWABS 6.28 6.594
4018 - CALCIUM CHLORIDE 100.56 105.588
4019 - D5W 250CC 8.52 8.946
4024 - EPINEPHRINE 1 10000 PLS 100.56 105.588
4025 - EPINEPHRINE 1 1000 AMP 39.82 41.811
4027 - EXTRA 1000CC BAG 27.36 28.728
4028 - GLUCAGON 453.2 475.86
4029 - INSTA-GLUCOSE 36.7 38.535
4036 - IV SET-UP 1000CC 231.98 243.579
4037 - IV SET-UP 250CC 233.76 245.448
4042 - LIDOCAINE PLS 113.02 118.671
4049 - NARCAN 284.46 298.683
4052 - NITROGLYCERIN .4MG TAB 50.36 52.878
4053 - NORMAL SALINE 29.56 31.038
4057 - SODIUM BICARBONATE 10MEQ 105.24 110.502
4061 - VERSED 81.46 85.533
40613 - FENTANYL 50MCG/ML Vial 2ML 0.9 0.945
4062 - DEXTROSE 50% 50ML 100.56 105.588
4063 - ZOFRAN INJECTION 115.34 121.107
4064 - ZOFRAN ORAL 115.34 121.107
4066 - AMIODARONE SET-UP 85.5 89.775
41770 - KETAMINE 18.64 19.572
4673 - SODIUM CHLOR, SYR/12ML 0.9
10ML 4.86 5.103
5002 - BANDAGE SERVICE 167.56 175.938
5004 - BVM TO NEBULIZER ADAPTER 14.7 15.435
5005 - END TIDAL C02 MONITOR 272.98 286.629
5006 - CPR SERVICE 308.54 323.967
5009 - GLUCOMETER PROCEDURE 127.78 134.169
5016 - EKG MONITORING PROCEDURE 171.78 180.369
5018 - OB DELIVERY PROCEDURES 623.42 654.591
5020 - RESTRAINT PROCEDURES 164.22 172.431
5021 - SPLINTING SERVICE 191.9 201.495
5022 - SPINAL PRECAUTION SERVICE 746.86 784.203
Docusign Envelope ID: 73804012-BDDF-40E4-9F20-003391C910EB

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National City City CouncilNovember 4, 2025

National City City Council
November 4, 2025