Quotation 111292
10 Betnr Industrial Drive - Pittsfield, MA 01201
PH: 413-443-7359 - FAX: 413-445-7865
Quotation Date:
Lenco Tax ID#:
11/11/25
04-2719777
NTLCACustomer Code:
Page #: 22 of
Notes:
Authorized
WARNING: Information Subject to Export Control Laws
Acceptance of this quotation or entering into a purchase agreement with Lenco, the purchaser agrees to Lenco's full Terms and Conditions of Sale, available upon request. This quote will be valid for 60 days.
Please sign and return Daniel Besemer
Authorized
Thank you
The written approval of the Directorate of US Defense Trade Controls and Lenco Industries, Inc. must be obtained before reselling, transferring, transshipping or disposing of a defense article to any end user, end use or destination other than as stated on this Lenco quote or the shipper's export declaration in cases where an exemption is claimed under this subchapter ITAR 123.9(A).
ACCEPTANCE OF PROPOSAL
Signature:_______________________________Signature:_______________________________ National City, CA Sales Tax, 8.75% ($39,979.71) NOT collected by Lenco.
H-GAC – Ambulances, EMS, and Other Special Service Vehicles Contract Number: AM10-23
Current Option Period End Date: September 30, 2027
NATIONAL CITY FINANCE DEPARTMENT
MEMORANDUM
DATE: November 11, 2025
TO: Megan Beall, City of San Diego
FROM: Debra Lunt, Buyer
SUBJECT: UASI NCPD BearCat Purchase
We are in the process of purchasing a Lenco BearCat Product #4404 with BC55003-BASE from Lenco Armored Vehicles. Utilizing Cooperative Purchasing Contract from H-GAC Contract #AM10-23 to make the purchase. The purchase aligns with our project scope of work from the H-GAC cooperative agreement.
Section 2.60.260 of the National City Municipal Code provides that the City may buy directly from a vendor. (see below)
Respectfully,
Debra Lunt, Buyer
RESOLUTION NO. 2025 –
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA,
AUTHORIZING THE ESTABLISHMENT OF AN APPROPRIATION IN THE AMOUNT OF $532,190.71 AND CORRESPONDING REVENUE BUDGET WITH THE ADDITION OF $86,179.71 IN ASSET FORFEITURE FUNDS FOR THE PURCHASE AND BUILDOUT OF A
LENCO BEARCAT ARMORED VEHICLE
WHEREAS, on August 5, 2025, the City Council adopted Resolution No. 2025 -80 authorizing entering into an agreement with City of San Diego Office of Emergency Services for the distribution of $507,211.00 of FY 2024 UASI Grant Funds and authorizing the establishment of an appropriation and corresponding revenue budget for, among other things, the purchase of a Lenco Bearcat Armored Rescue Vehicle (the “Bearcat”); and WHEREAS, the City Council appropriated $446,011.37 for the purchase of the Bearcat but, due to inflation, current sales tax, and the necessity of a performance bond, the updated cost for the Bearcat is $532,190.71; and
WHEREAS, additional budget appropriations in the amount of $86,179.71 from the Police Department Asset Forfeiture Fund are necessary to fund the increased cost of the Bearcat.
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 establishment of an appropriation of $532,190.71 and corresponding revenue budget based on $446,011.37 from the FY 2024 Urban Area Security Initiative grant and $86,179.71 from Police Department Asset Forfeiture Funds for the purchase of a Bearcat armored vehicle for the Police Department.
Section 2: 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 2ND day of December, 2025.
Ron Morrison, Mayor
ATTEST:
Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:
Barry J. Schultz, City Attorney
AGENDA REPORT
Department: Finance
Prepared by: Janel Pehau, Financial Analyst
Meeting Date: Tuesday, December 2, 2025
Approved by: Alejandro Hernandez, Acting City Manager/Executive Director
SUBJECT:
Recognized Obligations Payment Schedule for Fiscal Year 2026-27 (ROPS 26-27) and Associated Administrative Budget (SUCCESSOR AGENCY)
RECOMMENDATION:
Adopt the Resolution Entitled, “Resolution of the Board of the Successor Agency to the Community Development Commission as the National City Redevelopment Agency , Approving the Recognized Obligation Payment Schedule (ROPS) for the Period July 1, 202 6 through June 30, 202 7 (ROPS 26-27) with Expenditures Totaling $3,774,993, Approving the Associated Administrative Budget of $70,208, and Approving the Submittal of Both to the County of San Diego Countywide Redevelopment Successor Agency Oversight Board.”
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:
Not Applicable.
EXPLANATION:
Introduction: On October 21, 2025, via Resolution No. 2025 -119, the Successor Agency Board approved the Last and Final ROPS for the National City Successor Agency that spans the period of ROPS 26 -27 through ROPS 32 -33. On November 20, 2025, the County of San Diego Countywide Redevelopment Successor Agency Oversight Board also approved it and authorized it to be submitted to the State Department of Finance (DOF) for final determination. The DOF has 100 days to complete its review. Because that 100-day review period will not have expired before the February 1, 2026 due date for submitting ROPS 26-27 to DOF, the Successor Agency must also, as a contingency, prepare a regular submission for the ROPS 26-27 period. The ROPS 26-27, attached as Exhibit A, mirrors the first year of the Last and Final ROPS.
Background: Effective February 1, 2012, all Redevelopment A gencies in California were dissolved, and “Successor Agencies” were established to wind down the affairs of the former redevelopment agencies under the direction of oversight boards. Health and Safety Code Section 34177 requires successor agencies to perform a number of functions, one of which is to prepare a Recognized Obligation Payment Schedule (ROPS) before each fiscal period that details the amounts required to be spent and the source of funds for those expenditures. Each successor agency must submit the ROPS to its oversight board for approval, after which it is forwarded for review and approval to the State Department of Finance (DOF), with copies to the County Auditor and Controller and State Controller’s Office. The San Diego County Oversight Board will consider the Agency’s ROPS 26-27 at its January 15, 2026 meeting. ROPS 26-27 is due to the State Department of Finance (DOF) by February 1, 2026. In addition, successor agencies are required to prepare and submit to the oversight board an administrative budget that details the estimated
administrative costs for each upcoming ROPS period. DOF does not review the administrative budget.
Even though the ROPS covers an entire fiscal year, the standardized form distributed by DOF requires that obligation payment amounts be assigned to either the “A” portion of the fiscal year (July through December) or the “B” portion of the year (January through June). The assignment of expenses to one half or the other of the fiscal year is designed not to restrict when authorized amounts may be spent during the fiscal year, but to facilitate the dis tribution of redevelopment property tax trust fund (RPTTF) monies, the primary source of funding for the ROPS. These monies are the equivalent of the tax increment revenues that were previously allocated to the former redevelopment agencies. The County of San Diego maintains a separate RPTTF for each successor agency within the county. RPTTF monies are distributed on June 1 and January 2 by the County Auditor and Controller. The June 1 distribution is for expenditures expected to occur during the “A” portion of the upcoming ROPS cycle, while the January 2 distribution provides cash for the second half (“B” portion) of the cycle.
Should changes to the ROPS be necessary after the ROPS has been approved by DOF, each successor agency is allowed to amend it one time per ROPS period. The amendment must be submitted to DOF by October 1, and successor agencies may amend only the amounts requested for payment of approved enforceable obligations that fall within the “B” portion of the year; no new obligations can be created through the amendment process.
ROPS 26-27: The proposed Recognized Obligation Payment Schedule for the July 1, 2026 through June 30, 2027 period (ROPS 26-27) for the National City Successor Agency, attached as Exhibit A, totals $3,774,993. Of that amount, $3,498,229 is allocated to the first half of the fiscal year and $276,764 to the second half of the fiscal year.
The only obligations remaining for the Successor Agency are those related to debt service and administrative costs:
Debt service: In September 2017, all of the Successor Agency’s outstanding tax allocation bonds (Series 1999, 2005B, and 2011) were refunded to reduce future debt service costs on the bonds by an annual average of $1.0 million through final maturity in August 2032. For the ROPS 26-27 period, debt service payments on the 2017 refunding bonds will total $3,704,785 (Items 180 – 183). Of note is that the amounts for two of the obligations that have previously been listed separately on the ROPS, items 128 (bond disclosure services) and 162 (trustee fees), at $4,000 each, have been removed as individual line items and instead incorporated into the administrative cost component that will be paid to the City for services to be provided to the Successor Agency.
Administrative Cost Allowance (ACA) and Administrative Budget : The administrative cost allowance is governed by Health and Safety Code (HSC) section 34171 (b). The Code provides for an ACA that is equal to up to 3% of the authorized RPTTF, excluding amounts for administrative costs and city loan repayments (the “adjusted RPTTF”), with a minimum ACA of $250,000 annually as long as the $250,000 does not equal more than 50% of the RPTTF distribution. The National City Successor Agency would qualify for the $250 ,000 allowance, but both the Oversight Board and DOF have expressed that where obligations have significantly reduced over time , so should the amount of administrative costs. Based on staff’s analysis of estimated costs to operate the Successor Agency, ROP S 26-27 requests $70,208 for the ACA.
The Administrative Budget, attached as Exhibit B, details the estimated administrative cost expenditures for the ROPS 26-27 period. The primary administrative costs pertain to financial services (provided both internally and by outside vendors) and the execution of the Long-Range Property Management Plan, under which the City is tasked with the disposition of the properties held by the former redevelopment agency at the time of its dissolution.
Report of Cash Balances: Each ROPS submittal includes a report regarding Successor Agency cash balances. The reporting period is for the year that is three years prior to the upcoming ROPS period, so in the case of ROPS 26-27, the report covers the status of the Successor Agency’s cash as of the end of ROPS 23-24. The State Department of Finance reviews the Report of Cash Balances and in conjunction with City staff, makes a determination regarding how much of the cash balance is to be applied to the upcoming ROPS in lieu of new RPTTF monies. The Report of Cash Balances indicates an available total of $61,450 from a combination of Other Funds resources (loan repayments) and unspent RPTTF from ROPS 23-24.
FINANCIAL STATEMENT:
The projected amount of property taxes to be deposited by the County into the National City Successor Agency’s RPTTF account for ROPS 26-27 is $ 32.8 million. Of this amount, an estimated $ 7.7 million would be distributed as pass -through payments to the af fected taxing entities (including the City) and to the County for administrative costs. The City’s share of the pass-through payments is expected to be approximately $ 888,000. Then, after applying $ 3.8 million to the expenditures for the items listed on ROPS 26-27, approximately $21.3 million would remain for distribution to the affected taxing entities as residual balance, of which the City of National City’s share would be approximately $3.9 million.
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
EXHIBITS:
Exhibit A – National City Annual ROPS Submission 26-27
Exhibit B – ROPS 26-27 Administrative Budget
Exhibit C - Resolution
Recognized Obligation Payment Schedule (ROPS 26-27) - Summary Filed for the July 1, 2026 through June 30, 2027 Period Successor Agency: National City
County: San Diego
Current Period Requested Funding for Enforceable
Obligations (ROPS Detail)
26-27A Total
(July -
December)
26-27B Total
(January -
June)
ROPS 26-27
Total
A Enforceable Obligations Funded as Follows (B+C+D) $ - $ - $ - B Bond Proceeds - - -
C Reserve Balance - - -
D Other Funds - - -
E Redevelopment Property Tax Trust Fund (RPTTF) (F+G) $ 3,498,229 $ 276,764 $ 3,774,993 F RPTTF 3,463,125 241,660 3,704,785
G Administrative RPTTF 35,104 35,104 70,208
H Current Period Enforceable Obligations (A+E) $ 3,498,229 $ 276,764 $ 3,774,993 Certification of Oversight Board Chairman:
Name Title
Pursuant to Section 34177 (o) of the Health and Safety
code, I hereby certify that the above is a true and
accurate Recognized Obligation Payment Schedule for
the above named successor agency. /s/
Signature Date
National City
Recognized Obligation Payment Schedule (ROPS 26-27) - ROPS Detail July 1, 2026 through June 30, 2027
A B C D E F G H I J K O P Q U V W
Item
# Project Name Obligation
Type
Agreement
Execution
Date
Agreement
Termination
Date
Payee Description Project
Area
Total
Outstanding
Obligation
Retired
ROPS
26-27
Total
ROPS 26-27A (Jul -
Dec)
26-27A
Total
ROPS 26-27B
(Jan - Jun)
26-27B
Total Fund Sources Fund Sources
RPTTF Admin
RPTTF RPTTF Admin
RPTTF
$24,677,758 $3,774,993 $3,463,125 $35,104 $3,498,229 $241,660 $35,104 $276,764 87 Personnel and Admin
Costs
Admin Costs 07/01/
2026
06/30/2027 City of National
City
Personnel and other support services for
SA
Merged 70,208 N $70,208 - 35,104 $35,104 - 35,104 $35,104 128 Contract for Financial
Analysis
Fees 02/01/
2017
06/30/2026 NHA Advisors Financial and bond adviser/annual disclosure
Merged - N $- - - $- - - $-
162 Bonds Fees 07/01/
2019
06/30/2033 Bank of New
York
Fiscal Agent Fees Merged - N $- - - $- - - $-
180 2017 Tax Allocation
Refunding Bond -
Series A Principal
Payment
Refunding
Bonds Issued
After 6/27/12
09/27/
2017
08/01/2032 Bank of New
York Mellon
Trust Company,
N. A.
Bonds issued to refund the outstanding
principal balance of the 2005B and 2011
TABs (replaces Items 3 and 4)
Merged 21,660,000 N $2,949,000 2,949,000 - $2,949,000 - - $- 181 2017 Tax Allocation
Refunding Bond -
Series A Interest
Payment
Refunding
Bonds Issued
After 6/27/12
09/27/
2017
08/01/2032 Bank of New
York Mellon
Trust Company,
N. A.
Bonds issued to refund the outstanding
principal balance of the 2005B and 2011
TABs (replaces Items 3 and 4)
Merged 1,929,975 N $502,619 269,667 - $269,667 232,952 - $232,952 182 2017 Tax Allocation
Refunding Bond -
Series B Principal
Payment
Refunding
Bonds Issued
After 6/27/12
09/27/
2017
08/01/2029 Bank of New
York Mellon
Trust Company,
N. A.
Bonds issued to refund the outstanding
principal balance of the 1999 TAHBs
(replaces Item 1)
Merged 971,000 N $233,000 233,000 - $233,000 - - $-
183 2017 Tax Allocation
Refunding Bonds -
Series B Interest
Payment
Refunding
Bonds Issued
After 6/27/12
09/27/
2017
08/01/2029 Bank of New
York Mellon
Trust Company,
N. A.
Bonds issued to refund the outstanding
principal balance of the 1999 TAHBs
(replaces Item 1)
Merged 46,575 N $20,166 11,458 - $11,458 8,708 - $8,708
National City
Recognized Obligation Payment Schedule (ROPS 26-27) - Report of Cash Balances July 1, 2023 through June 30, 2024
(Report Amounts in Whole Dollars)
Pursuant to Health and Safety Code section 34177 (l), Redevelopment Property Tax Trust Fund (RPTTF) may be listed as a source of payment on the ROPS, but only to the extent no other funding source is available or when payment from property tax revenues is required by an enforceable obligation.
A B C D E F G H
ROPS 23-24 Cash Balances
(07/01/23 - 06/30/24)
Fund Sources
Comments
Bond Proceeds Reserve Balance Other Funds RPTTF
Bonds issued
on or before
12/31/10
Bonds issued
on or after
01/01/11
Prior ROPS
RPTTF and
Reserve
Balances retained
for future
period(s)
Rent, grants,
interest, etc.
Non-Admin
and Admin
1 Beginning Available Cash Balance (Actual 07/01/23)
RPTTF amount should exclude "A" period distribution
amount.
1,465 606,035 142,630 F1= sum of Other Funds available balances as of 6/30/21, 22 & 23. G1= sum of PPA
amounts as of 6/30/21, 22, & 23.
2 Revenue/Income (Actual 06/30/24)
RPTTF amount should tie to the ROPS 23-24 total
distribution from the County Auditor-Controller
46,400 4,138,260 F2= Loan repayments received in FY23-24.
G2= RPTTF for ROPS 23-24A and 23-24B.
3 Expenditures for ROPS 23-24 Enforceable Obligations
(Actual 06/30/24)
73,902 4,177,068 F3 + G3 = total expenditures reported on R23-24 PPA
4 Retention of Available Cash Balance (Actual 06/30/24) RPTTF amount retained should only include the amounts
distributed as reserve for future period(s)
1,465 532,133 88,772 F4= sum of Other Funds applied to ROPS 24-25 & 25-26. G4= sum of PPA amounts
applied to ROPS 24-25 & 25-26
5 ROPS 23-24 RPTTF Prior Period Adjustment
RPTTF amount should tie to the Agency's ROPS 23-24 PPA
form submitted to the CAC
No entry required 15,050
6 Ending Actual Available Cash Balance (06/30/24)
C to F = (1 + 2 - 3 - 4), G = (1 + 2 - 3 - 4 - 5)
$- $- $- $46,400 $-
National City
Recognized Obligation Payment Schedule (ROPS 26-27) - Notes July 1, 2026 through June 30, 2027
Item # Notes/Comments
87 128 The costs for this item, $4,000 annually, have been incorporated into the administrative cost allowance to simplify accounting for this expense.
162 The costs for this item, $4,000 annually, have been incorporated into the administrative cost allowance to simplify accounting for this expense.
180
181
182
183
Exhibit B
Expenditures (Estimated Amounts per GC 34177(j)(1))
Annual
Salaries &
Benefits
%
Allocated
Annual
Cost
Six Month
Cost - Admin
Budget ROPS
26-27A
Six Month
Cost - Admin
Budget ROPS
26-27B
Personnel*
City Manager/Executive Director 328,923$ 2.0% 6,578 $ 3,289 $ 3,289 $ Community Development Director 227,755$ 2.0% 4,555 2,278 2,278 Finance Director 236,263 $ 1.0% 2,363 1,181 1,181 Financial Services Officer 181,630 $ 0.5% 908 454 454 Budget Manager 178,760 $ 0.5% 894 447 447 Senior Accountant 129,765 $ 2.0% 2,595 1,298 1,298 Accountant 114,390 $ 2.0% 2,288 1,144 1,144 Administrative Technician 100,245 $ 1.0% 1,002 501 501 Real Property Agent 108,240 $ 10.0% 10,824 5,412 5,412 Various as needed - LRPMP N/A N/A 12,000 6,000 6,000 Total Personnel 44,008$ 22,004 $ 22,004 $
Maintenance & Operations
Professional Services** 18,400 $ 9,200 $ 9,200 $ Misc. expenses (supplies, emergent costs) 1,200 600 600 Total M&O 19,600$ 9,800 $ 9,800 $
Allocated Costs*** 6,600$ 3,300 $ 3,300 $ Grand Total 70,208 $ 35,104$ 35,104 $
Successor Agency to the Community Development Commission as the National City Redevelopment Agency
Administrative Budget Detail: ROPS 26-27
ROPS 26-27
* Personnel responsibilities include, but are not limited to, executing the Long Range Property Management Plan (LRPMP); managing contracts with service providers; managing the debt service payments and payments to service providers; accounting for all transactions of the SA in the general ledger; and preparing annual financial statements.
** Professional Services include a share of the costs for the City's annual audit, a splitting of costs between the City and the Successor Agency for a consultant that provides assessed value and property tax analytics for all parcels within National City, the Successor Agency's share of costs for bond disclosure services and the compensation to the trustee bank for making the scheduled debt service payments to bondholders. *** Allocated costs, estimated at 15% of personnel costs, include various central support functions, including Information Technology, City Clerk (agenda and records management), City Attorney (legal guidance), Risk Management, and Facilities Maintenance.
RESOLUTION NO. 2025 –
RESOLUTION OF THE BOARD OF THE S UCCESSOR AGENCY TO THE COMMUNITY
DEVELOPMENT COMMISSION AS THE NATIONAL CITY REDEVELOPMENT AGENCY
APPROVING THE RECOGNIZED OBLIGATION PAYMENT SCHEDULE (ROPS) FOR THE PERIOD JULY 1, 2026 THROUGH JUNE 30, 2027 (ROPS 26-27) WITH EXPENDITURES TOTALING $3,774,993, APPROVING THE ASSOCIATED ADMINISTRATIVE BUDGET OF $70,208, AND APPROVING THE SUBMITTAL OF BOTH TO THE COUNTY OF SAN DIEGO
COUNTYWIDE REDEVELOPMENT SUCCESSOR AGENCY OVERSIGHT BOARD WHEREAS, the City Council established the Redevelopment Agency of the City of National City (the “Redevelopment Agency”) by Ordinance No. 1164, dated April 11, 1967; and WHEREAS, the City Council established the Housing Authority of the City of National City (the “Housing Authority”) by Ordinance No. 1484, dated October 14, 1975; and WHEREAS, the City Council established the Community Development Commission of the City of National City (the “CDC”) by Ordinance No. 1484, dated October 14, 1975, and vested the CDC with all of the powers, duties, and responsibilities of both the Redevelopment Agency and the Housing Authority, among other matters, for the purpose of enabling the CDC to operate and govern the Redevelopment Agency and the Housing Authority under a single board and as a single operating entity. The CDC, acting in its capacity as the Redevelopment Agency of the City of National City, is referred to herein as the “CDC-RDA”; and WHEREAS, all California redevelopment agencies, including the Redevelopment Agency, were dissolved on February 1, 2012, and successor agencies were designated and vested with the responsibility of winding down the business and fiscal affairs of the former redevelopment agencies; and
WHEREAS, pursuant to AB 26, the City Council adopted Resolution No. 2012-15 on January 10, 2012, electing to be the Successor Agency to the CDC -RDA. The Successor Agency is a legal entity that exists separate and independent from the City of National City. The Successor Agency formally named itself the “Successor Agency to the Community Development Commission as the National City Redevelopment Agency”; and WHEREAS, Health and Safety Code section 34177 (l) requires each successor agency to prepare a Recognized Obligation Payment Schedule (ROPS) prior to each upcoming fiscal period and submit it for approval to its oversight board; and WHEREAS, a recognized obligation payment schedule for the period of July 1, 2026 through June 30, 2027 (ROPS 26-27) with expenditures totaling $ 3,774,993 has been submitted by the Executive Director for consideration and approval by the Board of the Successor Agency; and
WHEREAS, the ROPS 26-27 shall hereafter be submitted for review and approval to the County of San Diego Countywide Redevelopment Successor Agency Oversight Board, and submitted to the County Administrative Officer, County Auditor/Controller, State Department of Finance, and State Controller as required by Health and Safety Code section 34177(l); and WHEREAS, an Administrative Budget for the Successor Agency for the ROPS 26- 27 period with estimated expenditures totaling $70,208 has been submitted by the Executive Director for consideration and approval by the Board of the Successor Agency; and
WHEREAS, the ROPS 26-27 Administrative Budget shall hereafter be submitted for review and approval to the County of San Diego Countywide Redevelopment Successor Agency Oversight Board; and
WHEREAS, the Successor Agency’s ROPS 26-27, which is consistent with the requirements of the Health and Safety Code and other applicable law, is attached to this Resolution as Exhibit “A”; and
WHEREAS, the Successor Agency’s ROPS 26-27 Administrative Budget, which is consistent with the requirements of the Health and Safety Code and other applicable law, is attached to this Resolution as Exhibit “B”; and
WHEREAS, this Resolution has been reviewed with respect to applicability of the California Environmental Quality Act (“CEQA”), the State CEQA Guidelines (California Code of Regulations, Title 14, Sections 15000 et seq ., hereafter the “Guidelines”), and the City’s environmental guidelines; and
WHEREAS, this Resolution is not a “project” for purposes of CEQA, as that term is defined by Guidelines section 15378, because this Res olution is an organizational or administrative activity that will not result in a direct or indirect physical change in the environment, per section 15378(b)(5) of the Guidelines; and
WHEREAS, all of the prerequisites with respect to the adoption of this Resolution have been met.
NOW, THEREFORE, THE BOARD OF THE SUCCESSOR AGENCY TO THE
COMMUNITY DEVELOPMENT COMMISSION AS THE NATIONAL CITY REDEVELOPMENT AGENCY DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:
Section 1: The foregoing recitals are true and correct, and are hereby made by this reference a substantive part of this Resolution.
Section 2: The Successor Agency’s ROPS 26-27, which is attached hereto as Exhibit “A”, is approved.
Section 3: The Successor Agency’s ROPS 26-27 Administrative Budget, which is attached hereto as Exhibit “B”, is approved.
Section 4: The Executive Director, or designee, is hereby authorized and directed to:
(i) submit the ROPS 26-27 and the ROPS 26-27 Administrative Budget to the County of San Diego Countywide Redevelopment Successor Agency Oversight Board for approval in such format as may be dir ected by the Oversight Board or the County of San Diego; and
(ii) take such other actions and execute such other documents as are necessary to effectuate the intent of this Resolution on behalf of the Successor Agency; and
(iii) take such other actions and execute such other documents as are necessary to comply with Health and Safety Code 34177 with regard to ROPS 26-27, and to amend the ROPS 26-27
administratively to reflect the most current cost estimates for all items and the most current prior period actual cost or cash data, or
to conform to the direction, guidance, and/or requirements related to ROPS 26-27 by the Oversight Board, Department of Finance, or other reviewing agencies.
Section 5: The Successor Agency determines that this Resolution is not a “project” for purposes of CEQA, as that term is defined by Guidelines section 15378, because this Resolution is an organizational or administrative activity that will not result in a direct or indirect physical change in the environment, per section 15378(b)(5) of the Guidelines.
Section 6: 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 2nd day of December 2025.
____________________
Ron Morrison, Chair
ATTEST:
_________________________
Shelley Chapel, MMC, City Clerk as
Secretary to the Successor Agency
APPROVED AS TO FORM:
___________________________
Barry J. Schultz, City Attorney
Successor Agency Counsel
AGENDA REPORT
Department: Finance
Prepared by: Karla Apalategui, Sr. Accounting Assistant Meeting Date: Tuesday, December 2, 2025
Approved by: Alejandro Hernandez, Acting City Manager
SUBJECT:
Warrant Register No. 1 6 for the Period of 10/ 10/25 through 10/ 16/25 in the Amount of $1,236,328.62
RECOMMENDATION:
Ratify Warrants Totaling $1,236,328.62.
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:
Not Applicable.
EXPLANATION:
Per Government Section Code 37208, below are the payments issued for the period of 10/10/25 – 10/16/25. Consistent with the Department of Finance’s practice, listed below are all payments above $50,000.
Vendor Check/Wire Amount Explanation
Desert Auto Group 376177 172,616.64 2025 Ford Explorer Police Interceptors The Garland Co 376208 193,223.42 Roofing Materials for NC Fire Station 34 The Garland Co 376208 608,604.22 Roofing Materials for NC Public Library
FINANCIAL STATEMENT:
Warrant Register Total $1,236,328.62
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
EXHIBIT:
Exhibit A – FY26 Warrant Register No. 16
CHK NO AMOUNT
376204 95.94
376204 9.99
105.93
376177 172,616.64
376180 250.00
376181 202.01
376181 222.39
376183 10.39
376183 97.43
376184 519.00
376185 26,998.70
376185 36,905.89
376186 2,656.00
376186 3,500.00
376186 5,575.00
376186 8,500.00
376186 3,673.95
376187 151.03
376187 91.00
376187 72.34
376187 178.88
376187 157.85
376187 759.51
376187 759.51
376188 2,292.12
376189 2,500.57
376190 521.84
376190 205.78
376192 4,600.69
376193 130.47
376193 251.95
376194 62.00
376194 129.24
376195 2,662.23
376196 40.24
376196 60.65
376196 70.45
376196 13.67
A/P PAYMENTS
Comm Svcs
SMART & FINAL MOP 45756 CASA ESPORTS TOURNAMENT/CSD 10/16/2025 Warrant Register #16
10/10/2025 to 10/16/2025
PAYEE DESCRIPTION DATE
Eng/PW
DESERT AUTO GROUP V, 2025 FORD EXPLORER POLICE INTERCEPTORS 10/15/2025 SMART & FINAL MOP 45756 CAMACHO MESSY PLAY SUPPLIES/CSD 10/16/2025 Total for Comm Svcs
CALIFORNIA ELECTRIC MOP 45689 ELECTRIC SUPPLIES FY26-PW/FAC 10/16/2025 CANON SOLUTIONS AMER EQUIPMENT USAGE CHARGE OF ENG PLOTTER/SCA 10/16/2025 CALIFORNIA DIESEL CO OPACITY TESTING FY26-PW/EQM 10/16/2025 CALIFORNIA ELECTRIC MOP 45689 ELECTRIC SUPPLIES FY26-PW/FAC 10/16/2025 ENTERPRISE FLEET MAN FY26 FLEET LEASE MANAGEMENT 10/16/2025 ENTERPRISE FLEET MAN FY26 FLEET LEASE MANAGEMENT FOR OCTOBER 10/16/2025 CANON SOLUTIONS AMER EQUIPMENT BASE CHARGE OF ENG PLOTTER/SCAN 10/16/2025 COSCO FIRE PROTECTIO FIRE SAFETY INSPECTIONS FY26-PW/FAC 10/16/2025 GEOSYNTEC CONSULTANT ENCAMPMENTS CLEANUP - NATIONAL CITY GOLF C 10/16/2025 GEOSYNTEC CONSULTANT SOUTHWEST GUARD REPAIR - PLAZA BONITA AREA 10/16/2025 GEOSYNTEC CONSULTANT ENCAMPMENTS CLEANUP - PLAZA AND EUCLID/HAR 10/16/2025 GEOSYNTEC CONSULTANT MULTIPLE SMALL ENCAMPMENT CLEANUPS 10/16/2025 HOME DEPOT CREDIT SE BUILDING SUPPLIES FY26-PW/FAC 10/16/2025 HOME DEPOT CREDIT SE BUILDING SUPPLIES FY26-PW/FAC 10/16/2025 GEOSYNTEC CONSULTANT COMPLIANCE SUPPORT FOR CITY OF NC 10/16/2025 HOME DEPOT CREDIT SE BUILDING SUPPLIES FY26-PW/FAC 10/16/2025 HOME DEPOT CREDIT SE BUILDING SUPPLIES FY26-PW/FAC 10/16/2025 HOME DEPOT CREDIT SE BUILDING SUPPLIES FY26-PW/FAC 10/16/2025 HOME DEPOT CREDIT SE BUILDING SUPPLIES FY26-PW/FAC 10/16/2025 HOME DEPOT CREDIT SE BUILDING SUPPLIES FY26-PW/FAC 10/16/2025 MASON'S SAW & LAWNMO MOP 45729 LANDSCAPE SUPPLIES FY26-PW/PARKS 10/16/2025 MASON'S SAW & LAWNMO MOP 45729 LANDSCAPE SUPPLIES FY26-PW/PARKS 10/16/2025 KIMLEY HORN AND CIP 19-25 BICYCLE WAYFINDING SIGNAGE PROJEC 10/16/2025 LACAL EQUIPMENT INC MAIN BROOM LIFT ARM STR SWEEPER FY26-PW/EQ 10/16/2025 O'REILLY AUTO PARTS MOP 75877 AUTO SUPPLIES FY26-PW/EQM 10/16/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY26-PW/EQM 10/16/2025 NORTH COUNTY EVS INC FIRE APPARATUS SERVICES FY26-PW/EQM 10/16/2025 O'REILLY AUTO PARTS MOP 75877 AUTO SUPPLIES FY26-PW/EQM 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY26-PW/EQM 10/16/2025 PERRY FORD-NATIONAL REPAIR ON K9 VEH 278 FY26-PW/EQM 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 1Page 227 of 860
CHK NO AMOUNT
Warrant Register #16
10/10/2025 to 10/16/2025
PAYEE DESCRIPTION DATE
376196 59.26
376196 69.86
376196 347.85
376196 374.06
376196 11.92
376196 43.53
376196 58.65
376196 127.19
376196 35.21
376196 189.71
376196 95.05
376196 152.45
376196 88.04
376196 141.49
376197 28.75
376197 20.73
376199 5,329.05
376201 2,391.23
376202 7,744.63
376203 76.80
376203 124.33
376205 7,424.89
376206 210.11
376207 45.00
376207 45.00
376207 33.46
376207 47.28
376207 81.83
376207 105.43
376207 119.25
376207 127.62
376207 127.62
376207 127.62
376207 127.62
376207 127.62
376207 127.62
376207 145.88
376207 147.07
376207 319.82
376207 353.18
376207 526.94
PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/PARKS 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/PARKS 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/16/2025 RAC CONSTRUCTION & CIP 24-20 16TH AND Q AVE STORM DRAIN REPLAC E 10/16/2025
SAN DIEGO GAS & ELEC GAS AND ELECTRICITY FOR FACILITIES SEPT FY26- 10/16/2025 PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY26-PW/FAC 10/16/2025 PRUDENTIAL OVERALL S MOP 45742 LAUNDRY SERVICES FY26-PW/FAC 10/16/2025 SITEONE LANDSCAPE SU MOP 69277 LANDSCAPE SUPPLIES FY26-PW/PARKS 10/16/2025 SOLANA CENTER FOR SB 1383 COMPLIANCE SUPPORT SERVICES 10/16/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRICITY FOR FACILITIES SEPT FY26- 10/16/2025 SITEONE LANDSCAPE SU MOP 69277 LANDSCAPE SUPPLIES FY26-PW/PARKS 10/16/2025 SWEETWATER AUTHORITY BACKFLOW TESTING FEE FOR 11/14/24 FY26-PW/FA 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SPEEDPRO IMAGING VEHICLE DECALS FY26-PW/EQM 10/16/2025
SWEETWATER AUTHORITY BACKFLOW TESTING FEE 11/14/24 FY26-PW 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 2Page 228 of 860
CHK NO AMOUNT
Warrant Register #16
10/10/2025 to 10/16/2025
PAYEE DESCRIPTION DATE
376207 706.78
376207 715.74
376207 823.06
376207 1,313.67
376207 1,493.33
376207 2,282.08
376208 193,223.42
376208 608,604.22
376209 46.00
376209 48.00
376209 48.00
376209 48.00
376209 52.00
376209 52.00
376209 52.00
376209 72.00
376209 72.00
376209 79.00
376209 93.00
376209 105.00
376209 105.00
376209 112.00
376209 114.00
376209 115.00
376209 132.00
376210 318.06
376211 4,859.70
376211 1,272.50
376211 1,372.61
376212 2,472.24
376212 4,274.22
1,130,396.70
376178 256.00
376178 384.00
640.00
376179 18.90
376191 243.18
376197 25.00
376213 1,500.00
SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26- P 10/16/2025
SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 THE GARLAND COMPANY ROOFING MATERIALS FOR NC PUBLIC LIBRARY 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 SWEETWATER AUTHORITY WATER SERVICE FOR FACILITIES JUL-SEPT FY26-P 10/16/2025 THE GARLAND COMPANY ROOFING MATERIALS FOR NC FIRE STATION 34 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 THE LLOYD PEST CONTR CITY-WIDE PEST CONTROL FY26-PW/FAC 10/16/2025 VORTEX INDUSTRIES IN CITY-WIDE ON SITE REPAIRS FY26-PW/FAC 10/16/2025 VORTEX INDUSTRIES IN CITY-WIDE ON SITE REPAIRS FY26-PW/FAC 10/16/2025 VALLEY INDUSTRIAL SP MOP 46453 INDUSTRIAL SUPPLIES FY26-PW/FAC 10/16/2025 VORTEX INDUSTRIES IN CITY-WIDE ON SITE REPAIRS FY26-PW/FAC 10/16/2025 Total for Eng/PW
Finance
LONG, DANIEL REPLACEMENT FOR STALE DATED CHECK 10/15/2025 WAXIE SANITARY SUPPL JANITORIAL SUPPLIES FY26-PW/FAC 10/16/2025 WAXIE SANITARY SUPPL JANITORIAL SUPPLIES FY26-PW/FAC 10/16/2025 Fire
AMEDEE, WALTER MILEAGE REIMBURSEMNT,FY23 SHSP REALLOCATI 10/16/2025 LONG, DANIEL REPLACEMENT FOR STALE DATED CHECK 10/15/2025 Total for Finance
MONTANO, HECTOR PAYMENT FOR DELIVERY OF SPANISH CLASS AND 10/16/2025 NAPA AUTO PARTS MOP#45735, BRAKE CLEANER, CARB-CHOKE CLEAN 10/16/2025 PRUDENTIAL OVERALL S MOP#45742, 18X18 PURPLE SHOP TOWEL. 10/16/2025 3Page 229 of 860
CHK NO AMOUNT
Warrant Register #16
10/10/2025 to 10/16/2025
PAYEE DESCRIPTION DATE
1,787.08
376188 7,216.10
7,216.10
376198 304.50
304.50
376182 3,540.00
376200 1,900.00
5,440.00
1,145,890.31
1001170 17,734.03
17,734.03
1001168 54.52
1001168 149.85
204.37
1001169 33.43
1001169 795.22
1001169 1,000.76
1001169 1,974.16
1001171 448.56
1001171 50.31
1001171 183.66
1001171 227.36
1001171 237.76
1001172 364.31
1001174 806.30
1001174 1,284.20
1001175 7,146.50
1001175 28,871.50
1001176 384.26
1001182 97.88
1001182 380.89
1001183 76.45
1001184 27.06
44,390.57
Total for Fire
Total for Housing
Planning
QUALITY INSTANT PRIN 32 X 38" ON FOAM CORE 4 COLOR - MAP 10/16/2025 Housing
KIMLEY HORN TOWER 999 TRANSACTION ASSISTANCE PROJECT 10/16/2025 RADY CHILDREN'S HOSP CHILD SEXUAL ASSAULT EXAMS FY 2026 / OCT 10/16/2025 Total for Police
Total for Planning
Police
CALLYO 2009 CORP ONLINE PLATFORM INVESTIGAT. TOOL/11012025-10 10/16/2025 DEVANEY PATE MORRIS LEGAL SERVICES FOR CUMMINS MATTER 10/10/2025 Total for City Atty
A/P PAYMENTS Total
EFT PAYMENTS
City Atty
AMAZON CAPITAL SERVI MLK/ET PROGRAMMING SUPPLIES/CSD 10/10/2025 Total for Comm Svcs
Comm Svcs
AMAZON CAPITAL SERVI DESK CALENDARS, SURGE PROTECTOR/CSD 10/10/2025 DANIELS TIRE SERVICE TIRES FOR CITY FLEET FY26-PW/EQM 10/10/2025 DANIELS TIRE SERVICE TIRES FOR CITY FLEET FY26-PW/EQM 10/10/2025 Eng/PW
DANIELS TIRE SERVICE TIRES FOR CITY FLEET FY26-PW/EQM 10/10/2025 GRAINGER MOP 65179 BUILDING SUPPLIES FY26-PW/STS 10/10/2025 GRAINGER MOP 65179 BUILDING SUPPLIES FY26-PW/FAC 10/10/2025 DANIELS TIRE SERVICE TIRES FOR CITY FLEET FY26-PW/EQM 10/10/2025 GRAINGER MOP 65179 STREET SUPPLIES FY26-PW/STS 10/10/2025 HAAKER EQUIPMENT COM MANHOLE HOOK FY26-PW/WW 10/10/2025 HASA INC CHEMICALS FOR MUNICIPAL POOL FY26-PW/FAC 10/10/2025 GRAINGER MOP 65179 BUILDING SUPPLIES FY26-PW/FAC 10/10/2025 GRAINGER MOP 65179 BUILDING SUPPLIES FY26-PW/FAC 10/10/2025 INNOVATIVE CONSTRUCT CIP 22-26 EL TOYON PARK PROP 68 IMPROVEMENT 10/10/2025 POWERSTRIDE BATTERY MOP 67839 AUTO BATTERIES FY26-PW/EQM 10/10/2025 HASA INC CHEMICALS FOR MUNICIPAL POOL FY26-PW/FAC 10/10/2025 INNOVATIVE CONSTRUCT LAS PALMAS POOL SITE MAINTENANCE AND COOR 10/10/2025 WETMORES MOP 80333 AUTO SUPPLIES FY26-PW/EQM 10/10/2025 WILLY'S ELECTRONIC S MOP 45763 ELECTRIC SUPPLIES FY26-PW/EQM 10/10/2025 VISTA PAINT MOP 68834 PAINT SUPPLIES FY26-PW/STS 10/10/2025 VISTA PAINT MOP 68834 PAINT SUPPLIES FY26-PW/STS 10/10/2025 Total for Eng/PW
4Page 230 of 860
CHK NO AMOUNT
Warrant Register #16
10/10/2025 to 10/16/2025
PAYEE DESCRIPTION DATE
1001181 2,033.65
2,033.65
1001165 226.22
1001165 165.13
1001165 226.22
1001165 349.11
1001165 226.22
1001165 242.44
1001165 17.78
1001165 37.66
1001173 1,093.06
1001180 325.00
2,908.84
1001178 14.13
1001178 53.28
1001178 77.52
1001178 265.48
1001178 138.24
548.65
1001166 9,128.00
1001178 81.88
9,209.88
1001167 1,292.68
1001167 2,927.97
1001167 2,506.93
1001167 347.96
1001167 553.85
1001179 (64.69)
1001179 168.24
1001179 3,557.22
1001179 281.16
11,571.32
1001165 982.68
1001177 155.78
1001178 141.86
Total for Finance
Fire
ACE UNIFORMS & ACCES UNIFORMS, JACKETS, PATCHES, SEWING AND ACC 10/10/2025 Finance
VISION SERVICE PLAN SEPTEMBER 2025 - CLIENT #30036991 - VSP (CA) 10/10/2025 ACE UNIFORMS & ACCES UNIFORMS, JACKETS, PATCHES, SEWING AND ACC 10/10/2025 ACE UNIFORMS & ACCES UNIFORMS, JACKETS, PATCHES, SEWING AND ACC 10/10/2025 ACE UNIFORMS & ACCES UNIFORMS, JACKETS, PATCHES, SEWING AND ACC 10/10/2025 ACE UNIFORMS & ACCES UNIFORMS, JACKETS, PATCHES, SEWING AND ACC 10/10/2025 ACE UNIFORMS & ACCES UNIFORMS, JACKETS, PATCHES, SEWING AND ACC 10/10/2025 HAMLYN WILLIAMS INC TEMP SOA, NARDYEZDA ACOSTA, W/E 21-SEPT-25 10/10/2025 ACE UNIFORMS & ACCES UNIFORMS, JACKETS, PATCHES, SEWING AND ACC 10/10/2025 ACE UNIFORMS & ACCES UNIFORMS, JACKETS, PATCHES, SEWING AND ACC 10/10/2025 Housing
STAPLES BUSINESS ADV OFFICE SUPPLIES/ HOUSING MOP 45704 10/10/2025 THE COUNSELING TEAM CRISIS INTERVENTION DATE FOR FF 10/10/2025 Total for Fire
STAPLES BUSINESS ADV OFFICE SUPPLIES FOR SECTION 8 DEPARTMENT 10/10/2025 STAPLES BUSINESS ADV OFFICE SUPPLIES FOR SECION 8 DEPARTMENT 10/10/2025 STAPLES BUSINESS ADV OFFICE SUPPLIES/ HOUSING MOP 45704 10/10/2025 STAPLES BUSINESS ADV OFFICE SUPPLIES/ HOUSING MOP 45704 10/10/2025 STAPLES BUSINESS ADV MOP #45704/HR/OFFICE SUPPLIES 10/10/2025 Total for HR
Total for Housing
HR
ADMINSURE INC WC CLAIMS ADMIN-OCT 2025 10/10/2025
ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITION 10/10/2025 ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITION 10/10/2025 Nutrition
ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITION 10/10/2025 SYSCO SAN DIEGO INC FOOD/CONSUMABLES AS NEEDED FOR NUTRITION 10/10/2025 SYSCO SAN DIEGO INC FOOD/CONSUMABLES AS NEEDED FOR NUTRITION 10/10/2025 ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITION 10/10/2025 ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITION 10/10/2025 Total for Nutrition
Police
ACE UNIFORMS & ACCES UNIFORMS AND ACCESSORIES FOR PD FY 2026 10/10/2025 SYSCO SAN DIEGO INC FOOD/CONSUMABLES AS NEEDED FOR NUTRITION 10/10/2025 SYSCO SAN DIEGO INC FOOD/CONSUMABLES AS NEEDED FOR NUTRITION 10/10/2025 SMART SOURCE OF CALI MOP #63845/BUSINESS CARD/NOLASCO, GONZALES 10/10/2025 STAPLES BUSINESS ADV MOP #45704 / TRASH LINER AND STAPLE RMVR / S.M 10/10/2025 5Page 231 of 860
CHK NO AMOUNT
Warrant Register #16
10/10/2025 to 10/16/2025
PAYEE DESCRIPTION DATE
1001178 556.68
1,837.00
90,438.31
1,236,328.62
STAPLES BUSINESS ADV MOP #45704 / VARIOUS OFFICE SUPPLIES / S.M. 10/10/2025 Total for Police
GRAND TOTAL
EFT PAYMENTS Total
6Page 232 of 860
AGENDA REPORT
Department: Finance
Prepared by: Karla Apalategui, Sr. Accounting Assistant Meeting Date: Tuesday, December 2, 2025
Approved by: Alejandro Hernandez, Acting City Manager
SUBJECT:
Warrant Register No. 1 7 for the Period of 10/1 7/25 through 10/ 23/25 in the Amount of $9,543,326.56
RECOMMENDATION:
Ratify Warrants Totaling $9,543,326.56.
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:
Not Applicable.
EXPLANATION:
Per Government Section Code 37208, below are the payments issued for the period of 10/17/25 – 10/23/25. Consistent with the Department of Finance’s practice, listed below are all payments above $50,000.
Vendor Check/Wire Amount Explanation
RJ Noble Company 376263 895,516.91 CIP 23-15 Pavement Rehabilitation Project SDG&E 376266 113,341.59 Gas & Electric Utilities for Facilities Aster Construction 1001188 201,640.58 CIP 19-23 Central Community Enhancement Blok Modular 1001189 418,325.18 CIP 24-18 Las Palmas Pool Modular Buildings Chen Ryan Assoc 1001191 118,267.21 CIP 23-13 24th Street Transit Center Chen Ryan Assoc 1001191 75,201.90 CIP 23-13 24th Street Transit Center Chen Ryan Assoc 1001191 83,970.22 CIP 23-13 24th Street Transit Center The Bank of NY 4960 3,675,000.00 2021 Taxable Pension Obligation Bonds The Bank of NY 4960 1,051,008.87 2021 Taxable Pension Obligation Bonds Public Emp Ret 252950153 385,403.98 Service Period 9/30/25 – 10/13-25
FINANCIAL STATEMENT:
Warrant Register Total $9,543,326.56
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
EXHIBIT:
Exhibit A – FY26 Warrant Register No. 17
CHK NO AMOUNT
376222 500.00
376226 2,358.85
376226 3,320.60
376227 31,537.99
376228 2,482.00
376252 3,200.00
43,399.44
376236 720.00
376236 630.00
376241 125.56
376241 215.25
376241 2,354.94
376241 125.56
4,171.31
376238 5,733.00
376238 38,926.35
376260 22.50
376267 2,840.81
47,522.66
376237 258.29
258.29
376214 52.00
376217 3,062.50
376217 16,330.37
376230 518.13
376231 7,868.37
376234 225.00
376239 4,844.00
376240 275.78
376244 1,366.84
376245 3,249.75
376245 11,903.96
376245 10,521.50
376245 2,607.40
376248 371.96MASON'S SAW & LAWNMO MOP 45729 LANDSCAPE SUPPLIES FY26-PW/PA R 10/23/2025
LEIGHTON CONSULTING GRANGER AVENUE STORM DRAIN, STC IMPROVE 10/23/2025 LEIGHTON CONSULTING CIP 19-23 CENTRAL COMMUNITY ENHANCEMENT 10/23/2025 LEIGHTON CONSULTING CIP 22-25 8TH ST MOBILITY HUB FOR THE FRANC 10/23/2025 LEIGHTON CONSULTING CIP 23-15 FY24 AND FY25 PAVEMENT REHAB. PRO 10/23/2025 HOME DEPOT CREDIT SE PARK MAINTENANCE SUPPLIES FY26-PW/PARKS 10/23/2025 LEFORT'S SMALL ENGIN REPAIRS ON PARK EQUIP #390-PW/EQM 10/23/2025 DEPT OF INDUSTRIAL R CONVEYANCE 129921 INVOICE FY26-PW/FAC 10/23/2025 GEOSYNTEC CONSULTANT ENCAMPMENTS CLEANUP - PLAZA AND EUCLID/H 10/23/2025 CUMMING CHEVROLET TAIL LIGHT FOR VEH #498 FY26-PW/EQM 10/23/2025 CV VENTURES LLC FAIR SHARE QUARTERLY MONITORING SERVICE 10/23/2025 ANSER ADVISORY MANAG CIP 19-25 WAYFINDING SIGNAGE 10/23/2025 ANSER ADVISORY MANAG CIP 22-35 GRANT MANAGEMENT VILLA CIVIL 10/23/2025 Total for Council
Eng/PW
AIRGAS USA LLC MOP 45714 SEWER SUPPLIES FY26-PW/WW 10/23/2025 Council
ENTERPRISE RENT A CA RENT A CAR FOR MARCUS BUSH AUSTIN TEXAS 10/23/2025 SCP DISTRIBUTORS LLC POOL EQUIPMENT FOR LAS PALMAS POOL/CSD 10/23/2025 Total for Comm Svcs
EXOS WORKS, INC EXOS JULY PAYROLL AND STAFFING EXPENSES 10/23/2025 PRO BUILD COMPANY MOP 45707 CAMACHO REC. SUPPLIES/CSD 10/23/2025 Comm Svcs
EXOS WORKS, INC EXOS JULY BASE MANAGEMENT FEE FY26/CSD 10/23/2025 INTEGRITY NEWSPAPERS STAR NEWS - PUBLIC NOTICING 10/23/2025 Total for Clerk
INTEGRITY NEWSPAPERS STAR NEWS - PUBLIC NOTICING 10/23/2025 INTEGRITY NEWSPAPERS STAR NEWS - PUBLIC NOTICING 10/23/2025 EL LATINO NEWSPAPER EL LATINO NEWSPAPER - PUBLIC NOTICING FOR 10/23/2025 INTEGRITY NEWSPAPERS STAR NEWS - PUBLIC NOTICING 10/23/2025 Clerk
EL LATINO NEWSPAPER EL LATINO NEWSPAPER - PUBLIC NOTICING FOR 10/23/2025 NATIONAL CITY CHAMBE ECONOMIC DEVELOPEMENT ACTIVITIES - AUG 20 10/23/2025 Total for City Mgr
COUNTY OF SAN DIEGO LOCAL AGENCY FORMATION COMMISION -(LAFC 10/23/2025 COUNTY OF SAN DIEGO MAIL POSTAGE BILLING - MAY 2025 10/23/2025 COUNTY OF SAN DIEGO MAIL POSTAGE BILLING - JUNE 2025 10/23/2025 COUNTY OF SAN DIEGO MAIL POSTAGE BILLING - JULY 2025 10/23/2025
A/P PAYMENTS
City Mgr
BUSH, MARCUS CASH ADVANCE - FOR DISTRICT CONFERENCE E 10/23/2025 Warrant Register #17
10/17/2025 to 10/23/2025
PAYEE DESCRIPTION DATE
1Page 234 of 860
CHK NO AMOUNT
Warrant Register #17
10/17/2025 to 10/23/2025
PAYEE DESCRIPTION DATE
376251 244.77
376254 203.70
376254 56.50
376254 102.54
376258 36.65
376258 39.59
376258 42.24
376260 79.24
376260 86.37
376260 113.43
376260 22.09
376260 139.91
376260 154.81
376260 217.61
376260 129.29
376260 131.50
376261 5,384.50
376261 4,913.25
376261 795.00
376261 6,643.00
376261 6,791.44
376261 28.00
376261 56.00
376261 226.75
376261 1,098.25
376261 1,246.75
376261 1,722.50
376261 2,173.50
376261 2,346.25
376261 4,783.75
376261 8,886.50
376261 11,266.88
376261 1,286.25
376261 2,892.75
376261 12,462.75
376263 895,516.91
376265 110.97
376265 31.25
376265 4,623.02
376265 711.21
376265 11.45
SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS OCT FY26-P W 10/23/2025
SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS OCT FY26-PW 10/23/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS OCT FY26-PW 10/23/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRICITY FOR FAC OCT FY26-PW/F 10/23/2025 RJ NOBLE COMPANY CIP 23-15 PAVEMENT REHABILITATION PROJECT 10/23/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS OCT FY26-PW 10/23/2025 PROJECT PROFESSIONAL CIP 25-14 FIRE STATION 31 DOOR REPLACEMENT 10/23/2025 PROJECT PROFESSIONAL CIP 22-25 FRANC ADMINISTRATION 10/23/2025 PROJECT PROFESSIONAL CIP 24-03 PROF SERVICES FOR P2 SEWER UPSIZ 10/23/2025 PROJECT PROFESSIONAL STORM- PROF SERVICES FOR 3131 VALLEY RD S 10/23/2025 PROJECT PROFESSIONAL STORM- PROF SERVICES FOR 3131 VALLEY RD S 10/23/2025 PROJECT PROFESSIONAL CIP 22-25 FRANC ADMINISTRATION 10/23/2025 PROJECT PROFESSIONAL CIP 25-09 LIBRARY ROOF REPLACEMENT PROF S 10/23/2025 PROJECT PROFESSIONAL STORM - 3131 HOOVER AVE STORM DRAIN REPA 10/23/2025 PROJECT PROFESSIONAL CIP 24-20 - STORM 16TH AND Q AVE STORM DRA 10/23/2025 PROJECT PROFESSIONAL SOLID WASTE ADMINISTRATION 10/23/2025 PROJECT PROFESSIONAL CIP 24-07 PROF SVCX ARTS ROOF REPLACEMEN 10/23/2025 PROJECT PROFESSIONAL CIP 24-15PD ROLL UP AND SALLYPORT DOORS R 10/23/2025 PROJECT PROFESSIONAL CIP 24-23 PD WALKWAY WATERPROOFING PRO J 10/23/2025 PROJECT PROFESSIONAL CIP 23-14 CASA DEL SALUD ROOF REPLACEMENT 10/23/2025 PROJECT PROFESSIONAL CIP 22-25 FRANC ADMINISTRATION 10/23/2025 PROJECT PROFESSIONAL CIP 25-09 LIBRARY ROOF REPLACEMENT PROF S 10/23/2025 PROJECT PROFESSIONAL CIP 22-25 FRANC ADMINISTRATION 10/23/2025 PROJECT PROFESSIONAL CIP 25-14 FIRE STATION 31 DOOR REPLACEMENT 10/23/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/PARKS 10/23/2025 PROJECT PROFESSIONAL CIP 25-14 FIRE STATION 31 DOOR REPLACEMENT 10/23/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/PARKS 10/23/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/STS 10/23/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/WW 10/23/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/WW 10/23/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/PARKS 10/23/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/PARKS 10/23/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/STS 10/23/2025 PRO BUILD COMPANY MOP 45707 GENERAL SUPPLIES FY26-PW/EQM 10/23/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY26-PW/EQM 10/23/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY26-PW/EQM 10/23/2025 O'REILLY AUTO PARTS MOP 75877 AUTO SUPPLIES FY26-PW/EQM 10/23/2025 PARTS AUTHORITY METR MOP 75943 AUTO SUPPLIES FY26-PW/EQM 10/23/2025 O'REILLY AUTO PARTS MOP 75877 AUTO SUPPLIES FY26-PW/EQM 10/23/2025 O'REILLY AUTO PARTS MOP 75877 AUTO SUPPLIES FY26-PW/EQM 10/23/2025 MUNICIPAL MAINTENANC TIE ROD STR SWPR #48 FY26-PW/EQM 10/23/2025 2Page 235 of 860
CHK NO AMOUNT
Warrant Register #17
10/17/2025 to 10/23/2025
PAYEE DESCRIPTION DATE
376265 112.15
376265 11,540.00
376266 113,341.59
376266 1,035.29
376266 40,671.62
376269 108.93
376269 65.97
376269 249.74
376270 14.80
376271 1,517.96
376274 138.62
376274 138.62
376274 138.62
376277 148.51
376277 1,168.00
376278 898.60
376278 970.56
376278 1,422.31
376280 1,490.08
376280 289.53
1,216,468.18
376257 143.00
376257 9.75
376257 9.75
376257 9.75
376257 19.50
376257 9.75
376257 9.75
376257 9.75
376257 9.75
376257 9.75
376257 9.75
376259 74.20
376275 1,475.00
376276 2,734.49
376276 1,661.92
376276 9,169.23
376276 (74.65)
376276 (17.68)
376276 (101.67)
THE LINCOLN NATIONAL NOV '25 - GRP #415491 LIFE & AD&D, STD, LTD IN 10/23/2025 THE LINCOLN NATIONAL NOV '25 - GRP #415491 LIFE & AD&D, STD, LTD IN 10/23/2025 THE LINCOLN NATIONAL NOV '25 - GRP #415491 LIFE & AD&D, STD, LTD IN 10/23/2025 THE LINCOLN NATIONAL NOV '25 - GRP #415491 LIFE & AD&D, STD, LTD IN 10/23/2025 THE LINCOLN NATIONAL NOV '25 - GRP #415491 LIFE & AD&D, STD, LTD IN 10/23/2025 THE LINCOLN NATIONAL NOV '25 - GRP #415491 LIFE & AD&D, STD, LTD IN 10/23/2025
PFEIFER, SEAN TYLER TECH TRAINING TRAVEL EXPENSE / PRC
# 10/23/2025
THE BANK OF NEW YORK SA 2017A TARB TRUSTEE FEE PERIOD 09/27/25-0 10/23/2025 OPTUM HSA MO. BANKING FEES - GRP HB1966 JUL/AUG/S 10/23/2025 OPTUM HSA MO. BANKING FEES - GRP HB1966 JUL/AUG/S 10/23/2025 OPTUM HSA MO. BANKING FEES - GRP HB1966 JUL/AUG/S 10/23/2025 OPTUM HSA MO. BANKING FEES - GRP HB1966 JUL/AUG/S 10/23/2025 OPTUM HSA MO. BANKING FEES - GRP HB1966 JUL/AUG/S 10/23/2025 OPTUM HSA MO. BANKING FEES - GRP HB1966 JUL/AUG/S 10/23/2025 OPTUM HSA MO. BANKING FEES - GRP HB1966 JUL/AUG/S 10/23/2025 OPTUM HSA MO. BANKING FEES - GRP HB1966 JUL/AUG/S 10/23/2025 OPTUM HSA MO. BANKING FEES - GRP HB1966 JUL/AUG/S 10/23/2025 OPTUM HSA MO. BANKING FEES - GRP HB1966 JUL/AUG/S 10/23/2025 Total for Eng/PW
Finance
OPTUM HSA MO. BANKING FEES - GRP HB1966 JUL/AUG/S 10/23/2025 WHITE CAP, LP TRAFFIC SIGN SUPPLIES FY26-PW/STS 10/23/2025 WHITE CAP, LP MOP 25101280 SAFETY APPAREL FY26-PW/WW 10/23/2025 VULCAN MATERIALS COM ROADWAY MATERIALS FY26-PW/STS 10/23/2025 VULCAN MATERIALS COM ROADWAY MATERIALS FY26-PW/STS 10/23/2025 UNDERGROUND SERVICE UNDERGROUND SERVICE ALERT FY26-PW/WW 10/23/2025 VULCAN MATERIALS COM CONCRETE MATERIALS FOR FAC FY26-PW/FAC 10/23/2025 SWEETWATER AUTHORITY WATER SERVICE FOR PARKSAUG-SEPT FY26-PW 10/23/2025 UNDERGROUND SERVICE UNDERGROUND SERVICE ALERT FY26-PW/WW 10/23/2025 SWEETWATER AUTHORITY WATER BILL FOR WASTEWATER AUG-SEPT FY2 10/23/2025 SWEETWATER AUTHORITY WATER BILL FOR WASTEWATER AUG-SEPT FY2 10/23/2025 SO CAL TRUCK STOP MOP 45758 PROPANE FY26-PW/EQM 10/23/2025 SPEEDPRO IMAGING DECALS FOR PD TRAILER FY26-PW/EQM 10/23/2025 SITEONE LANDSCAPE SU MOP 69277 LANDSCAPE SUPPLIES FY26-PW/PAR 10/23/2025 SITEONE LANDSCAPE SU MOP 69277 LANDSCAPE SUPPLIES FY26-PW/PAR 10/23/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS OCT FY26-PW 10/23/2025 SITEONE LANDSCAPE SU MOP 69277 LANDSCAPE SUPPLIES FY26-PW/PAR 10/23/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRICITY FOR FAC OCT FY26-PW/F 10/23/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR WASTEWATER OCT FY2 10/23/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS OCT FY26-PW 10/23/2025 SAN DIEGO GAS & ELEC GAS AND ELECTRIC FOR STREETS OCT FY26-PW 10/23/2025 3Page 236 of 860
CHK NO AMOUNT
Warrant Register #17
10/17/2025 to 10/23/2025
PAYEE DESCRIPTION DATE
15,171.09
376215 36.85
376215 30.72
376215 18.22
376218 407.73
376225 35.00
376249 1,738.59
376250 1,688.94
376264 295.26
376273 4,566.00
8,817.31
376216 12,500.00
376224 75.00
376224 525.00
376224 525.00
376242 27,464.75
376242 5,423.75
376242 17,133.50
376242 41,417.50
376242 1,754.75
376242 3,616.25
110,435.50
376219 61.27
376219 2,378.59
376219 28,823.41
376223 836.66
32,099.93
376220 33.80
376220 87.93
376220 21.22
376220 22.65
376220 23.31
376220 28.15
376220 35.28
376220 53.34
376220 67.50
376220 19.95BAKER & TAYLOR BAKER AND TAYLOR- BOOSTER SHOTS 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- 2 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 3 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 2 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 2 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- GREAT BIG BEAUTIFUL LIF E 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- WITCHCRAFT FOR WAYWA 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- 2 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- SILENT ARE THE DEAD 10/23/2025 Library
BAKER & TAYLOR BAKER AND TAYLOR- 3 BOOKS 10/23/2025
CDWG EMERGENCY PHONE 10/23/2025 Total for IT
AT&T SBC/AT&T DATA/PHONES FY26 10/23/2025 AT&T SBC/AT&T DATA/PHONES FY26 10/23/2025 IT
AT&T SBC/AT&T DATA/PHONES FY26 10/23/2025 KEYSER MARSTON ASSOC CONSULTING SERV HOMEOWNERSHIP RFP 10/23/2025 Total for Housing
KEYSER MARSTON ASSOC CONSULTING SERV HOMEOWNERSHIP RFP 10/23/2025 KEYSER MARSTON ASSOC CONSULTING SERV HOMEOWNERSHIP RFP 10/23/2025 KEYSER MARSTON ASSOC CONSULTING SERV HOMEOWNERSHIP RFP 10/23/2025 KEYSER MARSTON ASSOC CONSULTING SERV HOMEOWNERSHIP RFP 10/23/2025 CHRISTENSEN & SPATH BAY MARINA AND DENSITY BONUS 10/23/2025 KEYSER MARSTON ASSOC CONSULTING SERV HOMEOWNERSHIP RFP 10/23/2025 CHRISTENSEN & SPATH AFFORDABLE HOUSING 10/23/2025
CHRISTENSEN & SPATH BAY MARINA AND DENSITY BONUS 10/23/2025 Total for Fire
Housing
ANDERSON & BRABANT APPRAISAL 720 W 23RD ST & 2300 CLEV 10/23/2025 SAFETY-KLEEN SYSTEMS GASTEC AQUEOUS PW SAMPLE TUBE 10/23/2025 STREAMLINE AUTOMATIO STREAMLINE SOFTWARE SERVICE FOR FIRE INS 10/23/2025 MES CALIFORNIA EXCALIBUR GAUNTLET GLOVE 10/23/2025 MOTOROLA SOLUTIONS I MOBILE RADIO PARTS / MULTI UNIT STATION CHA 10/23/2025 AT&T MONTHLY PHONE SERVICES FOR DISPATCHED E 10/23/2025 CINTAS CORPORATION SM SHOP TWL RED FOR FS 34 10/23/2025 AMEDEE, WALTER MILEAGE RE 10/23/2025
AMEDEE, WALTER MILEAGE REIMBURSMNT, SDCFCA EM SECTION M 10/23/2025 Total for Finance
Fire
AMEDEE, WALTER MILEAGE REIMBRSMT, COUNTY ASSESSOR TX P 10/23/2025 4Page 237 of 860
CHK NO AMOUNT
Warrant Register #17
10/17/2025 to 10/23/2025
PAYEE DESCRIPTION DATE
376220 19.95
376220 38.00
376220 41.17
376220 41.18
376220 44.58
376220 46.26
376220 46.91
376220 51.37
376220 59.22
376220 97.86
376220 223.48
376220 98.49
376220 103.38
376220 470.88
376220 70.57
376220 191.54
376220 232.41
376220 269.37
376220 293.34
376220 24.68
376221 14.89
376221 11.42
376221 13.58
376221 15.39
376221 18.68
376221 10.12
376221 10.12
376221 10.78
376221 12.95
376221 14.73
376221 15.37
376221 16.68
376221 18.01
376221 19.32
376221 19.95
376221 19.16
376221 17.12
376233 120.50
376255 13,921.31
17,157.85Total for Library
Neigh Svcs
DEMCO INC DEMCO- CLEAR AND GLOSSY LABELS 10/23/2025
OCLC, INC RFW- OCLC SUBSCRIPTION RENEWAL 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 2 JUVENILE BOOKS 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- GRANDES ENIGMAS DE LA 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- MASK OF THE DEER WOMA 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- MOTHER OF ROME 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- COMO DEJAR DE SER TU P 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- JARDIN DE LOS INOCENTES 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- GREENTEETH 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- TRAS LA PUERTA 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- EVEN THOUGH WE'RE ADU 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- I'LL BE WAITING FOR YOU 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- DANDADAN 9 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- SAKURA 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- $15.39 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- AVENGERS 1 TWILIGHT 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- THUNDER 3 1 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- UNDER THE FADING SKY 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- 1 BOOK 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- I AM WE A BOOK OF COMM 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- 12 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 18 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 11 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 12 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 36 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 5 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 5 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 8 JUVENILE BOOKS 10/23/2025 BAKER & TAYLOR BAKER AND TAYLOR- 5 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 2 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 3 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 3 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 2 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 2 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 2 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 2 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 2 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- 2 BOOKS 10/23/2025
BAKER & TAYLOR BAKER AND TAYLOR- CALAMITY OF SOULS 10/23/2025 5Page 238 of 860
CHK NO AMOUNT
Warrant Register #17
10/17/2025 to 10/23/2025
PAYEE DESCRIPTION DATE
376260 43.02
376260 42.08
85.10 376229 70.50
70.50 376262 2,241.77
376279 52.50
2,294.27
376232 250.00
376232 250.00
376235 164.00
376243 309.03
376246 38,621.09
376247 237.87
376253 375.00
376253 135.00
376256 48,394.16
376268 2,000.00
376272 842.43
91,578.58
1,589,530.01
1001199 28,500.00
1001200 7,983.13
1001201 14,250.00
50,733.13
1001208 338.93
1001214 595.00
1001214 1,435.00
1001214 875.00
1001214 1,295.00
4,538.93
1001187 474.91
1001187 509.89
1001187 99.74
AMAZON CAPITAL SERVI SOCCER PROGRAMMIG SUPPLIES FOR CAMACH 10/17/2025
AMAZON CAPITAL SERVI MLK/ET AND CASA PROGRAMMING SUPPLIES/C S 10/17/2025
Total for Clerk
Comm Svcs
AMAZON CAPITAL SERVI SOCCER PROGRAMMIG SUPPLIES FOR CAMACH 10/17/2025 TRANS-LANG TRANS LANG - COUNCIL MEETING TRANSLATION 10/17/2025 TRANS-LANG TRANS LANG - COUNCIL MEETING TRANSLATION 10/17/2025 TRANS-LANG TRANS LANG - COUNCIL MEETING TRANSLATION 10/17/2025 TRANS-LANG TRANS LANG - COUNCIL MEETING TRANSLATION 10/17/2025 Total for Building
Clerk
STAPLES BUSINESS ADV STAPLES - OFFICE SUPPLIES 10/17/2025 INTERWEST CONSULTING ON-CALL PLAN REVIEWS, PERMIT REVIEWS, ETC 10/17/2025 INTERWEST CONSULTING ON-CALL PLAN REVIEWS, PERMIT REVIEWS, ETC 10/17/2025 Building
INTERWEST CONSULTING DEPUTY BUILDING OFFICIAL SERVICES / JULY 10/17/2025 Total for Police
A/P PAYMENTS Total
EFT PAYMENTS
SEGAL, MARK CI FUNDS / INVESTIGATIONS / MARK SEGALL 10/23/2025 STINNETT, RYAN REIM: RSTINNETT - NW ICI TECHNOLOGY CONFE 10/23/2025 NCPOA REIMBURSEMENT L.E. RECOGNITION NIGHT 10/23/2025
OMNI PACIFIC ADMIN OFFICES PHASE 3 A FURNITURE UPGRAD 10/23/2025 LOPEZ, RUBEN G REIM: RLOPEZ - SAFE WRAP TRAINING 10/23/2025 NCPOA REIMBURSEMENT FOR SD COUNTY CRIME STOP 10/23/2025 LASHBROOK, AMBER REIM: ALASHBROOK - TYLER CA USERS GROUP 10/23/2025 LEXIPOL LLC ANNUAL L.E. POLICY MANUAL/DAILY TRAINING B 10/23/2025 DAY WIRELESS SYSTEMS RADIO REPAIR OFF FREQUENCY 10/23/2025 DEPT OF JUSTICE DOJ FINGERPRINTING FOR FY 2026 10/23/2025 Police
DAY WIRELESS SYSTEMS RADIO REPAIR OFF FREQUENCY 10/23/2025 WELCH, DAVID REIMBURSTMENT 2025 ENVIRONMENTAL DOCUM 10/23/2025 Total for Planning
Total for Nutrition
Planning
REEDER, MARTIN PRC #T3496 REIMBURSTMENT APA CONFERENCE 10/23/2025 Nutrition
COZZINI BROS., INC. KNIFE CLEANING SERVICE FOR FY 26 10/23/2025 PRO BUILD COMPANY MOP 45707 PAINT SUPPLIES 10/23/2025
Total for Neigh Svcs
PRO BUILD COMPANY MOP 45707 PAINT SUPPLIES 10/23/2025
6Page 239 of 860
CHK NO AMOUNT
Warrant Register #17
10/17/2025 to 10/23/2025
PAYEE DESCRIPTION DATE
1001187 195.78
1001187 132.04
1001208 261.64
1001211 607.64
1001211 1,238.94
1001211 163.13
3,683.71
1001188 201,640.58
1001189 418,325.18
1001191 118,267.21
1001191 25,312.50
1001191 31,825.29
1001191 75,201.90
1001191 83,970.22
1001191 14,785.17
1001191 23,328.92
1001192 25,231.01
1001193 65.06
1001193 147.98
1001195 104.90
1001195 11.78
1001195 112.03
1001197 36.11
1001197 32.64
1001197 22.68
1001197 192.19
1001197 682.67
1001198 37,525.50
1001203 2,555.80
1001203 2,555.80
1001203 5,418.30
1001204 152.75
1001204 353.51
1001204 353.51
1001205 1,199.52
1001205 154.45
1001205 63.65
1001208 271.86
1001208 65.99
1001208 1,681.20
STAPLES BUSINESS ADV MOP 45704 OFFICE SUPPLIES FY26-PW/ENG 10/17/2025 STAPLES BUSINESS ADV MOP 45704 OFFICE SUPPLIES FY26-PW/ENG 10/17/2025 SAN DIEGO HYDRAULICS MOP 85005 AUTO SUPPLIES FY26-PW/EQM 10/17/2025 STAPLES BUSINESS ADV MOP 45704 OFFICE SUPPLIES FY26-PW/ENG 10/17/2025 SAN DIEGO HYDRAULICS REPAIR HYDRAULIC CYLIN SWEEP 048 FY26-PW / 10/17/2025
SAN DIEGO HYDRAULICS MOP 85005 AUTO SUPPLIES FY26-PW/EQM 10/17/2025 POWERSTRIDE BATTERY MOP 67839 AUTO BATTERIES FY26-PW/EQM 10/17/2025 POWERSTRIDE BATTERY MOP 67839 AUTO BATTERIES FY26-PW/EQM 10/17/2025 NERI LANDSCAPE ARCHI CIP 22-26 EL TOYON PARK PROP 68 IMPROVEME 10/17/2025 POWERSTRIDE BATTERY MOP 67839 AUTO BATTERIES FY26-PW/EQM 10/17/2025 NERI LANDSCAPE ARCHI LAS PALMAS PARK IMPROVEMENTS 10/17/2025 NERI LANDSCAPE ARCHI LAS PALMAS PARK IMPROVEMENTS 10/17/2025 HASA INC CHEMICALS FOR MUNICIPAL POOL FY26-PW/FAC 10/17/2025 INNOVATIVE CONSTRUCT CIP 23-15 PAVEMENT REHABILITATION PROJECT 10/17/2025 HASA INC POOL CHEMICALS REMAINING BAL FY26-PW/FAC 10/17/2025 HASA INC CHEMICALS FOR MUNICIPAL POOL FY26-PW/FAC 10/17/2025 HASA INC POOL CHEMICAL REMAINING BAL FY26-PW/FAC 10/17/2025 HASA INC POOL CHEMICALS REMAINING BAL FY26-PW/FAC 10/17/2025 GRAINGER MOP 65179 BUILDING SUPPLIES FY26-PW/FAC 10/17/2025 GRAINGER MOP 45707 GENERAL SUPPLIES FY26-PW/FAC 10/17/2025 DANIELS TIRE SERVICE TIRES FOR CITY FLEET FY26-PW/EQM 10/17/2025 GRAINGER MOP 65179 AUTO SUPPLIES FY26-PW/EQM 10/17/2025 CIRCUIT TRANSIT INC SPECIALIZED SERVICES FOR CLEAN MOBILITY 10/17/2025 DANIELS TIRE SERVICE TIRES FOR CITY FLEET FY26-PW/EQM 10/17/2025 CHEN RYAN ASSOCIATES CIP 23-13 24TH STREET TRANSIT CENTER 10/17/2025 CHEN RYAN ASSOCIATES CIP 23-13 24TH STREET TRANSIT CENTER 10/17/2025 CHEN RYAN ASSOCIATES CIP 23-13 24TH STREET TRANSIT CENTER 10/17/2025 CHEN RYAN ASSOCIATES CIP 23-13 24TH STREET TRANSIT CENTER 10/17/2025 CHEN RYAN ASSOCIATES CIP 23-13 24TH STREET TRANSIT CENTER 10/17/2025 CHEN RYAN ASSOCIATES CIP 23-13 24TH STREET TRANSIT CENTER 10/17/2025 BLOK MODULAR CIP 24-18 LAS PALMAS POOL MODULAR BLDGS P 10/17/2025 CHEN RYAN ASSOCIATES CIP 23-13 24TH STREET TRANSIT CENTER 10/17/2025 Total for Comm Svcs
Eng/PW
ASTER CONSTRUCTION CIP 19-23 CENTRAL COMMUNITY ENHANCEMENT 10/17/2025 T'S & SIGNS INC SOCCER PROGRAMMING POLO & T-SHIRTS/CSD 10/17/2025 T'S & SIGNS INC CASA ESPORTS TOURNAMENT AWARDS AND ME 10/17/2025 STAPLES BUSINESS ADV MOP 45704 FAB PROGRAMMING/CSD FY25 10/17/2025 T'S & SIGNS INC DANCE PROGRAMMING TSHIRTS/CSD 10/17/2025 AMAZON CAPITAL SERVI FAB PROGRAMMING SUPPLIES/CSD 10/17/2025 AMAZON CAPITAL SERVI MLK/ET AND CASA PROGRAMMING SUPPLIES/CS 10/17/2025 7Page 240 of 860
CHK NO AMOUNT
Warrant Register #17
10/17/2025 to 10/23/2025
PAYEE DESCRIPTION DATE
1001208 6.51
1001208 77.87
1001211 594.37
1001215 290.36
1001215 178.63
1001216 427.39
1001217 53.40
1001217 186.16
1001217 9.68
1,073,472.23
1001207 4,223.14
1001207 5,602.91
1001212 468.00
10,294.05
1001185 24.77
1001185 45.26
1001185 330.25
1001187 49.26
1001187 265.68
1001187 52.20
1001194 445.82
1001196 1,010.50
1001208 113.69
1001208 196.09
1001213 115.50
2,649.02
1001185 87.55
87.55 1001186 103.29
1001186 275.37
1001186 1,861.36
1001186 1,672.29
1001186 819.66
1001186 944.84
1001186 2,369.32
1001190 185.09
1001208 89.48
BOOT WORLD WORK BOOTS FOR SELENA PACHECO 10/17/2025
STAPLES BUSINESS ADV OFFICE SUPPLIES FOR NUTRITION CTR. FY26 M O 10/17/2025
ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 Total for Neigh Svcs
Nutrition
ALDEMCO FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 Total for Fire
Neigh Svcs
ACE UNIFORMS & ACCES ACE UNIFORMS PARKING COHEN 10/17/2025 STAPLES BUSINESS ADV MOP#45704, POST ITS, SHARPIE MARKERS, PILO 10/17/2025 THE COUNSELING TEAM EMPLOYEE MEDICAL SUPPORT SERVICES 10/17/2025 HAMLYN WILLIAMS INC TEMP SOA, NARDYEZDA ACOSTA, W/E 28-SEP-20 10/17/2025 STAPLES BUSINESS ADV MOP#45704, SCOTCH TAPE, PAPER CLIPS, POST 10/17/2025 AMAZON CAPITAL SERVI FIRE STATION 34 SUPPLIES/AMAZON $368 10/17/2025 FIRE ETC SKU 27626 HAIX AIRPOWER XR1 PRO STATION B 10/17/2025 AMAZON CAPITAL SERVI FIRE STATION 34 SUPPLIES/AMAZON $368 10/17/2025 AMAZON CAPITAL SERVI FIRE STATION 34 SUPPLIES/AMAZON $368 10/17/2025 ACE UNIFORMS & ACCES UNIFORMS, JACKETS, PATCHES, SEWING AND AC 10/17/2025 ACE UNIFORMS & ACCES UNIFORMS, JACKETS, PATCHES, SEWING AND AC 10/17/2025 Total for Finance
Fire
ACE UNIFORMS & ACCES UNIFORMS, JACKETS, PATCHES, SEWING AND AC 10/17/2025 SHARP ELECTRONICS CO SHARP COPIER METERING FY26 10/17/2025 TELLEZ, JOSE REPLACEMENT FOR STALE DATED CHECK 10/17/2025 Finance
SHARP ELECTRONICS CO SHARP COPIER METERING FY26 10/17/2025 WILLY'S ELECTRONIC S MOP 45763 ELECTRIC SUPPLIES FY26-PW/EQM 10/17/2025 Total for Eng/PW
WILLY'S ELECTRONIC S MOP 45763 ELECTRIC SUPPLIES FY26-PW/FAC 10/17/2025 WILLY'S ELECTRONIC S MOP 45763 ELECTRIC SUPPLIES FY26-PW/PARKS 10/17/2025 VISTA PAINT MOP 68834 PAINT SUPPLIES FY26-PW/FAC 10/17/2025 WETMORES MOP 80333 AUTO SUPPLIES FY26-PW/EQM 10/17/2025 T'S & SIGNS INC WEARING APPAREL FOR FACILITIES FY26-PW/FA 10/17/2025 VISTA PAINT MOP 68834 PAINT SUPPLIES FY26-PW/FAC 10/17/2025 STAPLES BUSINESS ADV MOP 45704 OFFICE SUPPLIES FY26-PW/ENG 10/17/2025 STAPLES BUSINESS ADV MOP 45704 OFFICE SUPPLIES FY26-PW/ENG 10/17/2025 8Page 241 of 860
CHK NO AMOUNT
Warrant Register #17
10/17/2025 to 10/23/2025
PAYEE DESCRIPTION DATE
1001208 240.84
1001210 662.26
1001210 625.08
1001210 3,921.83
1001210 848.48
1001210 3,573.45
18,192.64
1001209 179.91
179.91
1001185 304.86
1001185 5.38
1001185 1,460.27
1001185 1,892.92
1001185 202.43
1001185 258.60
1001185 121.71
1001187 218.51
1001202 130.45
1001206 1,854.21
1001208 101.43
1001208 102.68
1001208 265.39
6,918.84
1,170,750.01
1,671,633.69
1,671,633.69
4960 3,675,000.00
4960 1,051,008.87
252950153 385,403.98
5,111,412.85
5,111,412.85
9,543,326.56GRAND TOTAL
Total for Finance
WIRED PAYMENTS Total
THE BANK OF NEW YORK 2021 TAXABLE PENSION OBLIGATION BONDS 10/23/2025 PUBLIC EMP RETIREMEN SERVICE PERIOD 09/30/2025 - 10/13/2025 10/23/2025
WIRED PAYMENTS
Finance
THE BANK OF NEW YORK 2021 TAXABLE PENSION OBLIGATION BONDS 10/23/2025 PY91691 10/22/2025
Payroll Total
Total for Police
EFT PAYMENTS Total
Payroll
STAPLES BUSINESS ADV MOP #45704 / OFFICE SUPPLIES / PD ADMIN S.M. 10/17/2025 STAPLES BUSINESS ADV MOP #45704 / WHT ERASE BOARD / AMBER'S OFF 10/17/2025 SAN DIEGO POLICE EQU BALLISTIC VESTS FY 2026 / R.VELASQUEZ /AYDE 10/17/2025 STAPLES BUSINESS ADV MOP #45704/USB DRIVE & LASER REMOTE/INVES 10/17/2025 AMAZON CAPITAL SERVI LAB COATS & METAL DETECTOR BAG/AMAZON $4 10/17/2025 LASER SAVER INC MOP #45725 / HP LJ M401 CF280X HY TONER / CY 10/17/2025 ACE UNIFORMS & ACCES UNIFORMS AND ACCESSORIES FOR PD FY 2026 10/17/2025 ACE UNIFORMS & ACCES UNIFORMS AND ACCESSORIES FOR PD FY 2026 10/17/2025 ACE UNIFORMS & ACCES UNIFORMS AND ACCESSORIES FOR PD FY 2026 10/17/2025 ACE UNIFORMS & ACCES UNIFORMS AND ACCESSORIES FOR PD FY 2026 10/17/2025 ACE UNIFORMS & ACCES UNIFORMS AND ACCESSORIES FOR PD FY 2026 10/17/2025 ACE UNIFORMS & ACCES UNIFORMS AND ACCESSORIES FOR PD FY 2026 10/17/2025 Total for Planning
Police
ACE UNIFORMS & ACCES UNIFORMS AND ACCESSORIES FOR PD FY 2026 10/17/2025 Total for Nutrition
Planning
STAPLES BUSINESS ADV MOP 45704 PLANNING OFFICE SUPPLIES 10/17/2025 SYSCO SAN DIEGO INC FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 SYSCO SAN DIEGO INC FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 SYSCO SAN DIEGO INC FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 SYSCO SAN DIEGO INC FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 STAPLES BUSINESS ADV OFFICE SUPPLIES FOR NUTRITION CTR. FY26 10/17/2025 SYSCO SAN DIEGO INC FOOD/CONSUMABLES AS NEEDED FOR NUTRITIO 10/17/2025 9Page 242 of 860
AGENDA REPORT
Department: Finance
Prepared by: Bruce Foltz, Finance Director
Meeting Date: Tuesday, December 2, 2025
Approved by: Alejandro Hernandez, Acting City Manager
SUBJECT:
City Council Expenditure Report for Fiscal Year 2025
RECOMMENDATION:
Receive and File Expenditure Report for the City Council July 2024 Through June 2025.
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:
Not Applicable.
EXPLANATION:
On June 4, 2024, the City Council of the City of National City adopted the Fiscal Year 2025 , operating and capital budget. Within the City’s adopted General Fund budget of $73,572,536, an additional $400,000 was allocated to the City Council ’s total operating budget of $832,684. The adopted budget allocated $100,000 to each of the four Council Districts to support each of the City Councilmembers in providing better customer service to the individual Districts. These funds can be used in any combination towards necessary operating costs and support staff. Along with the additional allocation of resources, the City Council also updated City Council Policy 121, which identified the parameters and eligible uses of these funds. These funds may be used to support full or part-time staffing, professional services, travel, training, and conferences. These funds shall not be used to contribute to or support non -profit or tax -exempt organizations; for political activities, or gifts of public funds. The use of these funds shall be in alignment with the City adopted Strategic Plan and must be used in accordance with the City’s purchasing policy. All funds will expire at the end of the fiscal year and may not be carried over to subsequent years.
This report encompasses the period of July 1, 2024 through June 30, 2025, and is an analysis of the expenditure s of the Mayor ’s Office and each of the four City Councilmember’s operating budgets. Below is a summary of the Mayor’s and all City Councilmember’s operating budgets for Fiscal Year 2024/2025. This table reflects the full twelve months of actual expenditures in relation to the adopted budget and the available funds for this fiscal year.
FY 2025 FY 2025 FY 2025 Actual to
Annual Annual Remaining Budget
Total City Council Expenditures Budget Actual Exp. Balance Percentage Councilmembers Salary & Benefits 263,706.00 264,561.05 (855.05) 100% Support Staff Salary & Benefits 363,978.00 457,480.52 (93,502.52) 126% Operating Expenditures 205,000.00 43,790.46 161,209.54 21% Total 832,684.00 765,832.03 66,851.97 92%
Exhibit A of this report shows the comparison of actual expenditures to budget for each of the four Council Districts along with the Mayor’s Office.
FINANCIAL STATEMENT:
For Fiscal Year 2025, total expenditures were $765,832.03 compared to the adopted budget of $832,684.00. Those expenditures represent 92% of the budget for that fiscal year.
RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:
Balanced Budget and Economic Development
ENVIRONMENTAL REVIEW:
This is not a project under CEQA , and is therefore , not subject to environmental review.
CCR15378; PRC 21065.
PUBLIC NOTIFICATION:
The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.
ORDINANCE:
Not Applicable
EXHIBIT:
Exhibit A - City Council Expenditure Report
FY 2025 FY 2025 FY 2025 Actual to
Annual July to June Remaining Budget
Mayor Ron Morrison Budget Actual Exp. Balance Percentage Councilmember Salary & Benefits 109,274.00$ 119,504.10$ (10,230.10)$ 109% Support Staff Salary & Benefits
Josie Flores 130,008.51$
Luis Vasquez 4,968.04
Total Support Staff Salaries & Benefits 123,978.00$ 134,976.55$ (10,998.55)$ 109% Government
Date Payee Description Budget Actual Exp. Balance Percentage 04/09/2025 SAN DIEGO PORT TENANTS ASSOCIA2025 SAN DIEGO WORKING WATERFR 115.00$ Total Government 30,000.00$ 115.00$ 29,885.00$ 0% Training, Travel & Subsistence
Date Payee Description Budget Actual Exp. Balance Percentage 04/23/2025 MORRISON, RONALD REIMBURSEMENT -TRAVEL EXP - SD 2,689.82$ 04/22/2025 FLORES CLARK, JOSIE REIMBURSEMENT FOR TRAVEL EXPNS 2,993.11 11/22/2024 ST. REGIS HOTEL BINATIONAL DELEGATION MEXICO - 376.65 11/20/2024 FLORES CLARK, JOSIE SDRC BINATIONAL DELEGATION TO 21.33 11/04/2024 FLORES CLARK, JOSIE JOSIE CLARK TRAVEL REIMBURSEME 1,312.67 09/23/2024 SD REGIONAL CHAMBER OF CO SD REGIONAL CHAMBER - 2024 BIN 1,000.00 09/23/2024 VOLARIS VOLARIS - DOUBLE FLIGHT CHARGE 560.77 09/23/2024 VOLARIS VOLARIS MOTO DEB 2 - PART OF R 18.52 Total Tranining & Subsistence 10,000.00$ 8,972.87$ 1,027.13$ 90% Materials & Supplies
Date Payee Description Budget Actual Exp. Balance Percentage 06/30/2025 SMART SOURCE OF CALIFORNIA LLCMOP # 63845 MOYOR'S BUSS CARD 97.00$ 06/17/2025 MORRISON, RONALD REIMBURSEMENT - RONALD MORRISO 217.28 06/30/2025 SMART SOURCE OF CALIFORNIA LLCBUS CARDS - MAYOR'S ASST LUIS GAMA 54.48 06/23/2025 AMAZON MKTPL*NZ9827EE1 AMZNOFFICE SUPPLIES 22.78 06/23/2025 AMAZON PRIME*NZ9PV90X1 AMZNOFFICE SUPPLIES 16.30 06/23/2025 AMAZON MKTPL*NZ3970TZ0 AMZNMONTHLY PLANNER 25.00 06/23/2025 AMAZON MKTPL*NN67T3O61 AMZ FILE DIVIDERS 96.51 06/23/2025 STAPLES BUSINESS ADVANTAGE COFFEE SUPPLIES 8.72 05/15/2025 T'S & SIGNS INC CERTIFICATE PAPER 598.13
05/19/2025 NATIONAL CITY TROPHY I LOVE NC PINS 2,153.25 05/22/2025 AMAZON.COM 11X14 PICTURE FRAMES 81.50
05/22/2025 AMAZON.COM DESK ORGANIZER - MAYOR'S ASST LUIS GAMA 37.42 05/22/2025 AMAZON.COM MONITOR SCREEN 16.30
02/18/2025 STAPLES BUSINESS ADVANTAGE MOP 45704 - COUNCIL OFFICE SUP 45.24 01/29/2025 STAPLES BUSINESS ADVANTAGE MOP#45704-CNCLS OFF SUPLS- SUG 23.28 Total Materials & Supplies 5,000.00$ 3,493.19$ 1,506.81$ 70% Total 278,252.00$ 267,061.71$ 11,190.29$ 96% Exhibit A
FY 2025
City Council Actual to Budget Expenditures
For the Period July 2024 through June 2025
FY 2025 FY 2025 FY 2025 Actual to
Annual July to June Remaining Budget
District 1 Luz Molina Budget Actual Exp. Balance Percentage Councilmember Salary & Benefits 38,608.00$ 35,619.82$ 2,988.18$ 92% Support Staff Salary & Benefits
Pedro Garcia 60,000.00$ 63,951.01$ (3,951.01)$ 107% Government
Date Payee Description Budget Actual Exp. Balance Percentage 06/25/2025 A REASON TO SURVIV BRIGHT LIGHTS EVENT TICKETS - 59.30 Government 28,000.00$ 59.30$ 27,940.70$ 0% Training, Travel & Subsistence
Date Payee Description Budget Actual Exp. Balance Percentage 04/09/2025 GARCIA, PEDRO REIMBURSEMENT - CHAMBER COMMER 20.00$ 11/14/2024 MOLINA, LUZ TRAVEL REIMB / SDRC BINATIONAL 47.74 10/28/2024 MOLINA, LUZ REIMBURSEMENT FOR TRAVEL EXPEN 1,349.46 09/23/2024 VOLARIS CM MOLINA - 2024 BINATIONAL DE 474.65 08/22/2024 SOUTH COUNTY ECONOMIC SOUTH COUNTY EDC BINATIONAL F 25.00 Total Tranining & Subsistence 8,000.00$ 1,916.85$ 6,083.15$ 24% Materials & Supplies
Date Payee Description Budget Actual Exp. Balance Percentage 06/23/2025 COSTCO WHSE #0483 SAN DIEGO CADISTRICT 1 EVENT 59.97$ 06/23/2025 STAPLES BUSINESS ADVANTAGE COFFEE SUPPLIES 8.72 05/27/2025 STAPLES BUSINESS ADVANTAGE MOP#45704 - COUNCIL COFFEE FOR 33.92 05/22/2025 SMART & FINAL DISTRICT 1 TOWNHALL EVENT 29.05 04/22/2025 RALPHS CM MOLINA DISTRICT 1 TOWNHALL 61.96
04/22/2025 SMART & FINAL TOWN HALL MEETING FOR DISTRICT 68.88 04/22/2025 WAL-MART COFFEE FOR DISTRICT 1 TOWN HAL 15.66 04/14/2025 SMART SOURCE OF CALIFORNIA LLCBUS. CARDS 45.73 03/24/2025 SMART & FINAL CM LUZ MOLINAS WATER BOTTLES F 15.99 03/24/2025 SMART & FINAL COUNCIL MOLINAS BEVERAGE FOR T 43.32 02/24/2025 COSTCO WHOLESALE KEURIG COFFEE MACHINE - REPLAC 145.51 02/18/2025 STAPLES BUSINESS ADVANTAGE MOP 45704 - COUNCIL OFFICE SUP 45.24 01/29/2025 STAPLES BUSINESS ADVANTAGE MOP#45704-CNCLS OFF SUPLS- SUG 23.28 12/23/2024 SMART & FINAL SNACKS SERVE FOR CM LUZ MOLINA 41.32 10/22/2024 SMART & FINAL CM MOLINA SNACKS FOR SENIOR ME 88.68 10/22/2024 AMAZON.COM NEW DESK FOR CM MOLINA & PEDRO 301.68 10/22/2024 AMAZON.COM CM MOLINA SPIRAL FOLDER NOTEBO 20.14 10/22/2024 AMAZON.COM SMALL TABLE FOR CM MOLINA OFFI 74.51 08/19/2024 STAPLES BUSINESS ADVANTAGE OFFICE SUPPLIES/COFFEE FOR COU 58.43 Total Materials & Supplies 4,000.00$ 1,181.99$ 2,818.01$ 30% Total 138,608.00$ 102,728.97$ 35,879.03$ 74% FY 2025
City Council Actual to Budget Expenditures
For the Period July 2024 through June 2025
FY 2025 FY 2025 FY 2025 Actual to
Annual July to June Remaining Budget
District 2 Jose Rodriguez Budget Actual Exp. Balance Percentage Councilmember Salary & Benefits 38,608.00$ 35,619.82$ 2,988.18$ 92% Support Staff Salary & Benefits
Cindy Lopez 18,185.52$
Yovannys Mierez 37,834.04
Emesto Rodriguez 27,133.83
Luis Vasquez Gama 11,484.46
Total Support Staff Salaries & Benefits 60,000.00$ 94,637.85$ (34,637.85)$ 158% Government
Date Payee Description Budget Actual Exp. Balance Percentage 06/23/2025 SPORTS FEVER 14A NATIONAL CITY CEMPLOYEE UNIFORM JACKET 217.64$ 06/23/2025 HOBBY-LOBBY #739 CHULA VISTA CAGIFT BOXES & BOWS 13.03 04/09/2025 SAN DIEGO PORT TENANTS ASSOCIASD WORKING WATERFRONT ANNUAL D 115.00 03/24/2025 CONSTANT CONTACT INC YEARLY SUBCRIPTION FOR CM JOSE 326.40 11/22/2024 CONSTANT CONTACT INC CONSTANT CONTACT - CM RODRIGUE 12.00 10/22/2024 CONSTANT CONTACT INC CONSTANT CONTACT - AUTOMATIC S 12.00 09/23/2024 CONSTANT CONTACT INC SUBSCRIPTION FOR CM RODRIGUEZ 12.00 09/23/2024 SAN DIEGO RESCUE MISSION MEAL CHARGE FOR JOSE RODRIGUEZ 15.00 09/23/2024 CHICANO FEDERATION THE CHICANO FEDERATION GEN ADM 100.00 Total Government 28,000.00$ 823.07$ 27,176.93$ 3% Training, Travel & Subsistence
Date Payee Description Budget Actual Exp. Balance Percentage 09/10/2024 RODRIGUEZ, JOSE CM RODRIGUEZ REIMBURSEMENT - S 118.50$ 08/22/2024 SOUTHWEST AIRLINES COUNCIL JOSE RODRIGUEZ AIRPLAN 397.96 08/22/2024 SOUTHWEST AIRLINES COUNCIL JOSE RODRIGUEZ - HOUSI 125.00 Total Tranining & Subsistence 8,000.00$ 641.46$ 7,358.54$ 8% Materials & Supplies
Date Payee Description Budget Actual Exp. Balance Percentage 06/30/2025 HOME DEPOT CREDIT SERVICES CC/HOSPITALITY & MATERIALS FOR 58.67$ 06/30/2025 ALBERTSONS CC/WORKPLACE GREENERY FOR STAF 18.41 06/30/2025 VALLARTA SUPERMARKETS CC/DECORATIVE GREENERY FOR WOR 22.82 06/23/2025 CARNIVAL CANDIES HOSPITALITY REFRESHMENT MATERI 58.74 06/23/2025 ARROWHEAD WATER WATER DELIVER FOR MAYOR AND CO 8.72 06/23/2025 SAN DIEGO UNION TRIB-SUB DIGITAL SUBSCRIPTION - CM JOSE 59.00 06/09/2025 T'S & SIGNS INC JOSE RODRIGUEZ CITY POLO SHI 132.13 06/30/2025 T'S & SIGNS INC CM RODRIGUEZ SHIRTS FOR OFFIC 203.36 05/22/2025 CARNIVAL CANDIES REFRESHMENT FOR CM RODRIGUEZ P 14.70 05/22/2025 MANOLO FARMERS MARKET MATERIALS & SUPPLIES-ADOPT A TREE 97.19 05/22/2025 SMART & FINAL SNACKS AND REFRESHMENT FOR CM 48.27 05/22/2025 SMART & FINAL SNACK FOR SENIOR MEETING - CM 27.28 05/22/2025 SMART & FINAL CM RODRIGUEZ ADOPT A TREE EVEN 78.75 05/22/2025 COSTCO WHOLESALE CM RODRIGUEZ SENIOR OPEN HOUSE 25.36 05/22/2025 COSTCO WHOLESALE CM RODRIGUEZ ADOPT A TREE EVEN 42.49 05/22/2025 MANOLO FARMERS MARKET LUNCHEON FOR RODRIGUEZ ADOPT A 61.23 05/22/2025 MANOLO FARMERS MARKET RODRIGUEZ 2ND ADOPT A TREE EV 97.19 05/21/2025 ACE UNIFORMS & ACCESSORIES INCCM JOSE RODRIGUEZ JACKET AND 349.11 05/27/2025 STAPLES BUSINESS ADVANTAGE MOP#45704 - COUNCIL COFFEE FOR 33.92 04/22/2025 SMART & FINAL REFRESHMENT AND SNACKS FOR ROD 61.22 04/22/2025 SMART & FINAL SENIOR MEETING - CM RODRIGUEZ 57.33 04/02/2025 SMART & FINAL CM RODRIGUEZ NUTRITION SENIOR 78.53 04/02/2025 SMART & FINAL CM RODRIGUEZ NUTRITON UPDATE F 65.70 03/24/2025 SMART & FINAL WATERS FOR CM RODRIGUEZ SENIOR 15.99 03/24/2025 COSTCO WHOLESALE CM RODRIGUEZ SNACKS FOR SENIOR 63.20 03/25/2025 SMART SOURCE OF CALIFORNIA LLCBUSINESS CARD - JOSE RODRIGUEZ 55.73 02/24/2025 VONS FRESH FLOWER FOR CINDY LOPEZ L 30.42
02/24/2025 SMART & FINAL RODRIGUEZ MEETING WITH SENIORS 129.41 02/18/2025 SMART SOURCE OF CALIFORNIA LLCCOUNCIL JOSE RODRIGUEZ BUSINES 106.77 02/27/2025 STAPLES BUSINESS ADVANTAGE MOP# 45704 - WHITE BOARDS 400.72 FY 2025
City Council Actual to Budget Expenditures
For the Period July 2024 through June 2025
02/18/2025 STAPLES BUSINESS ADVANTAGE MOP 45704 - COUNCIL OFFICE SUP 45.24 02/05/2025 ACE UNIFORMS & ACCESSORIES INCCM RODRIGUEZ ASSIST'S JACKET- 353.42 01/29/2025 STAPLES BUSINESS ADVANTAGE MOP#45704-CNCLS OFF SUPLS- SUG 23.28 12/23/2024 COSTCO WHOLESALE COFFEE SUPPLIES 31.98
12/09/2024 SMART & FINAL CM RODRIGUEZ COFFEE FOR SENIOR 14.58 11/22/2024 SMART & FINAL SMART AND FINAL - CM RODRIGUEZ 19.32 11/22/2024 COSTCO WHOLESALE CM RODRIGUEZ SNACKS FOR SENIOR 127.29 11/22/2024 COSTCO WHOLESALE RENTAL FORUM MEETING SNACKS FO 103.89 10/22/2024 COSTCO WHOLESALE RENT CONTROL MEETING 101.63 10/22/2024 SMART & FINAL SENIOR FORUM 86.52
10/22/2024 COSTCO WHOLESALE CM RODRIGUEZ SNACKS FOR SENIOR 68.94 10/22/2024 SMART & FINAL CM RODRIGUEZ SNACK FOR SENIOR 81.60 09/23/2024 SAN DIEGO UNION TRIB-SUB SAN DIEGO UNION TRIB- CM RODRI 139.59 09/09/2024 SMART SOURCE OF CALIFORNIA LLCBUSINESS CARD FOR RODRIGUEZ AS 110.93 09/10/2024 SMART & FINAL MOBILE PARK MEETING 94.03
09/10/2024 SMART & FINAL MOBILE PARK MEETING 83.16
08/19/2024 STAPLES BUSINESS ADVANTAGE OFFICE SUPPLIES 58.43 Total Materials & Supplies 4,000.00$ 4,046.19$ (46.19)$ 101% Total 138,608.00$ 135,768.39$ 2,839.61$ 98%
FY 2025 FY 2025 FY 2025 Actual to
Annual July to June Remaining Budget
District 3 Ditas Yamane Budget Actual Exp. Balance Percentage Councilmember Salary & Benefits 38,608.00$ 35,048.30$ 3,559.70$ 91% Support Staff Salary & Benefits
Roman Cruz 60,000.00$ 74,789.51$ (14,789.51)$ 125% Government
Date Payee Description Budget Actual Exp. Balance Percentage 06/30/2025 EXPOPREP.IO CC/PORTABLE SHADE STRUCTURE FO 1,183.82$ 06/30/2025 KENTUCKY FRIED CHICKEN CC/MEAL LUNCH ACCOMODATION FOR 9.00 04/22/2025 EVENTBRITE CM YAMANE - REGISTRATION TO TH 50.00 04/14/2025 CANVA INC CANVA - SUBSCRIPTION FOR DITAS 15.00 12/17/2024 DEKRA-LITE INDUSTRIES INC DITAS YAMANE'S DISTRICT 3 BANN 8,213.64 10/22/2024 CANVA INC VM YAMANE CANVA MONTHLY SUBCRI 15.00 09/23/2024 CANVA DITAS YAMANE SUBSCRIPTION CHAR 15.00
08/22/2024 CANVA INC CANVA- DITA YAMANE SUBSCRIPTI 132.49 08/22/2024 CANVA INC CANVA- SEPERATE SUBSCRIPTION F 15.00 Total Government 28,000.00$ 9,648.95$ 18,351.05$ 34% Training, Travel & Subsistence 8,000.00$ -$ 8,000.00$ 0% Materials & Supplies
Date Payee Description Budget Actual Exp. Balance Percentage 06/30/2025 TITA'S KITCHENETTE CC/MEAL ACCOMODATION FOR INTER 16.54$ 06/30/2025 COSTCO WHOLESALE MATERIALS & SUPPLIES-OPEN HOUSE 231.23 06/30/2025 LOLA HAPPY BISTRO CC/HOSPITALITY EXPENSE TO FACI 22.57 06/30/2025 ISLAND PACIFIC SEAFOOD MA LUNCH MEETING 34.83 06/30/2025 ACE UNIFORMS & ACCESSORIES INCCM YAMANE'S REQUESTED JACKET F 353.42 06/30/2025 Use Tax Amount CM YAMANE'S REQUESTED JACKET F 3.28 06/23/2025 ARROWHEAD WATER WATER DELIVER FOR MAYOR AND CO 8.71 06/23/2025 ISLAND PACIFIC SEAFOOD MA SUPPLIES - COMMUNITY OUTREACH 9.62 05/22/2025 TITA'S KITCHENETTE FILAM HISTORY MONTH CELEBRATION 18.72 05/22/2025 ISLAND PACIFIC SEAFOOD MA SUPPLIES FOR PLAZA RIBBON CUTT 6.50 05/22/2025 SMART & FINAL CM YAMANE'S DISTRICT 3 SUPPLI 123.19 05/27/2025 STAPLES BUSINESS ADVANTAGE MOP#45704 - COUNCIL COFFEE FOR 33.92 05/12/2025 STAPLES BUSINESS ADVANTAGE CM YAMANES EXPO PENS /CMO WHIT 12.69 05/06/2025 STAPLES BUSINESS ADVANTAGE MOP#45704-CM YAMANE'S / CMO OF 69.14 05/21/2025 DEKRA-LITE INDUSTRIES INC BANR INST STKR FOR SPELLING MI 300.15 05/21/2025 DEKRA-LITE INDUSTRIES INC BANR INST STKR FOR SPELLING MI 200.00 05/15/2025 T'S & SIGNS INC YAMANES EMBROIDERY LOGO 10.88 05/22/2025 ACE UNIFORMS & ACCESSORIES INCYAMANE'S AND ASSISTANT JACKET 340.49 05/05/2025 ACE UNIFORMS & ACCESSORIES INCREPLACEMENT DITAS JACKET FOR N 150.85 05/21/2025 QUALITY INSTANT PRINTING INC. CLEAN UP EVENT POSTCARDS 541.58 05/21/2025 QUALITY INSTANT PRINTING INC. CLEAN UP EVENT POSTCARDS 459.46 04/22/2025 SMART & FINAL MATERIALS/SUPPLIES-D3 CLEAN UP 186.95 04/22/2025 COSTCO WHOLESALE MATERIALS/SUPPLIES-D3 CLEAN UP 252.87 04/22/2025 COSTCO WHOLESALE LUNCH MEETING 8.05
04/29/2025 STAPLES BUSINESS ADVANTAGE MOP# 45704 - OFFICE SUPPLIES 58.48 04/08/2025 STAPLES BUSINESS ADVANTAGE MOP#45704 - CM YAMANE'S OFFICE 38.06 04/02/2025 SMART & FINAL SNACKS FOR CM YAMANE'S OPEN HO 37.06 04/14/2025 SMART & FINAL MOP # 4575 - VM YAMANES OPEN H 16.20 04/14/2025 STAPLES BUSINESS ADVANTAGE MOP#45704 - YAMANES OFFICE SUP 32.07 04/14/2025 VALERIOS BAKE SHOP CHEESE BREAD FROM YAMANE'S REM 50.00 04/14/2025 H M HENNES & MAURITZ YAMANE BLACK BLAZER UNIFORM F 87.09 04/14/2025 H M HENNES & MAURITZ YAMANE BLACK BLAZER UNIFORM FO 38.16 04/14/2025 SMART & FINAL SNACKS FOR VM YAMANE OPEN HOUS 38.96 04/14/2025 T'S & SIGNS INC DITAS YAMANE EMPLOYEES JACKET 60.90 03/24/2025 L & L HAWAIIAN BARBECUE CM YAMANES LUNCH OPEN HOUSE LU 31.52 03/24/2025 RED RIBBON NATIONAL CITY BIRTHDAY CAKE FOR CM BUSH FROM 31.99 03/24/2025 SMART & FINAL BEVERAGE FOR CM YAMANE'S OPEN 17.28 03/25/2025 SMART SOURCE OF CALIFORNIA LLCBUSINESS CARD - MARTINEZ / CRU 46.23 02/24/2025 WAL-MART DITAS CERTIFICATE SUPPLIES 15.81
02/24/2025 COZINES GROCERY STORE LUNCH MEETING FOR COUNCIL YAMA 13.18 FY 2025
City Council Actual to Budget Expenditures
For the Period July 2024 through June 2025
02/18/2025 STAPLES BUSINESS ADVANTAGE MOP 45704 - COUNCIL OFFICE SUP 45.24 02/06/2025 ACE UNIFORMS & ACCESSORIES INCYAMANES JACKET & ROMAN 165.94 02/06/2025 Use Tax Amount YAMANES JACKET & ROMAN 2.94
01/22/2025 ROYAL MANDARIN CITY COUNCIL MEETING LUNCH - D 30.34 01/22/2025 WAL-MART RIBBON FOR COUNCIL YAMANE'S CE 4.32 01/22/2025 WAL-MART RIBBON FOR COUNCIL YAMANE CERI 4.32 01/29/2025 STAPLES BUSINESS ADVANTAGE MOP#45704-CNCLS OFF SUPLS- SUG 24.30 01/27/2025 CM ENTERPRISE YAMANES CERTIFICATE HOLDR - DI 404.06 12/23/2024 CANTON DITAS YAMANE - CITY COUNCIL ME 15.00
12/23/2024 ZARLITOS FAMILY RESTAURAN YAMANE'S AND ROMAN AXON POLICE 26.76 12/23/2024 SMART & FINAL CM YAMANE - OPEN HOUSE REFRESH 40.31 11/22/2024 TITA'S KITCHENETTE CM YAMANE - COUNCIL MEETING LU 11.31 10/22/2024 AMAZON.COM 11X17 CERTIFICATE/PICTURE FRAM 142.43 10/22/2024 COSTCO WHOLESALE VICE MAYOR YAMANE - OPEN HOUSE 51.72 10/22/2024 TITA'S KITCHENETTE 30 LUMPIA PCS FOR MARIA ARCEGA 27.64 10/10/2024 SMART SOURCE OF CALIFORNIA LLCBUSINESS CARD FOR YAMANE'S EXE 45.98 10/08/2024 SMART & FINAL YAMANE'S OPEN HOUSE SNACKS 87.97 09/23/2024 ZARLITOS FAMILY RESTAURAN ZARLITOS FAMILY RESTAURAN- CIT 38.99 09/23/2024 SMART SOURCE OF CALIFORNIA LLCMOP# 63845 - BUS CARD FOR DITA 45.73 09/10/2024 SMART & FINAL VM YAMANES SNACKS FOR DISTRICT 27.17 09/09/2024 SMART & FINAL MOP# 45756 - YAMANE SNACKS FOR 44.16 08/22/2024 OFFICE DEPOT OFFICE DEPOT #0963 - CARD STOC 28.26 08/22/2024 ROYAL MANDARIN ROYAL MANDARIN- COUNCIL MEETIN 17.35 08/19/2024 STAPLES BUSINESS ADVANTAGE OFFICE SUPPLIES/COFFEE FOR COU 58.43 08/13/2024 SMART & FINAL MOP 45756 - YAMANE'S OPEN HOUS 62.64 Total Materials & Supplies 4,000.00$ 5,461.94$ (1,461.94)$ 137% Total 138,608.00$ 124,948.70$ 13,659.30$ 90%
FY 2025 FY 2025 FY 2025 Actual to
Annual July to June Remaining Budget
District 4 Marcus Bush Budget Actual Exp. Balance Percentage Councilmember Salary & Benefits 38,608.00$ 38,769.01$ (161.01)$ 100% Support Staff Salary & Benefits
Daniel Gonzalez 60,000.00$ 89,125.60$ (29,125.60)$ 149% Government
Date Payee Description Budget Actual Exp. Balance Percentage 04/22/2025 AMERICAN PUBLIC TRANSPORT AUSTIN TEXAS EVENT FOR DANIEL 395.00$ Total Government 28,000.00$ 395.00$ 27,605.00$ 1% Training, Travel & Subsistence
Date Payee Description Budget Actual Exp. Balance Percentage 06/09/2025 BUSH, MARCUS PER DIEM MTS MOBILITY CONFERENCE 550.00$ 06/23/2025 IEACA.ORG IEASD.ORG CA REGERATION CHICANO CONFERENCE 240.00 05/12/2025 ENTERPRISE RENT A CAR OF RENT A CAR FOR MARCUS BUSH AUS 258.29 05/22/2025 EQUALITY CALIFORNIA DINNER AWARDS TICKET - ATTENDE 129.26 04/22/2025 DELTA AIRLINES MOBILITY CONFERENCE AUSTIN TEX 19.99 03/24/2025 DELTA AIRLINES DANIEL GONZALEZ DELTA FLIGHT F 498.37 03/24/2025 DELTA AIRLINES CM MARCUS BUSH FLIGHT FOR MOBI 608.37 03/24/2025 HOTELBOOKINGSERVFEE DANIEL GONZALEZ HOTEL SERVICE 17.99 03/24/2025 HOTELS.COM DANIEL GONZALEZ HOTEL CHARGES 1,467.05 03/24/2025 HOTELBOOKINGSERVFEE CM MARCUS BUSH HOTEL SERVICE F 17.99 03/24/2025 HOTELS.COM CM BUSH BOOKED HOTEL - 4/5/25 1,817.37 03/27/2025 GONZALEZ, DANIEL PER DIEM MTS MOBILITY CONFERENCE 550.00 09/16/2024 ENTERPRISE RENT A CAR OF CM MARCUS BUSH MEETING WITH DA 94.47 Total Tranining & Subsistence 8,000.00$ 6,269.15$ 1,730.85$ 78% Materials & Supplies
Date Payee Description Budget Actual Exp. Balance Percentage 06/30/2025 AMAZON.COM CC/PUBLIC EVENT SERVICE TOOLS 10.86$ 06/23/2025 ARROWHEAD WATER WATER SUPPLIES 8.71
05/27/2025 STAPLES BUSINESS ADVANTAGE MOP#45704 - COUNCIL COFFEE FOR 33.92 04/22/2025 COSTCO WHOLESALE VM BUSH K CUP COFFEE FOR MEA P 39.99 04/22/2025 EL POLLO LOCO SEIU & LABOR MEETING WITH VM B 196.82 02/24/2025 VALLARTA SUPERMARKETS FLOWER FOR JOSIE - BUSH 21.73 02/18/2025 STAPLES BUSINESS ADVANTAGE MOP 45704 - COUNCIL OFFICE SUP 45.25 01/29/2025 STAPLES BUSINESS ADVANTAGE MOP#45704-CNCLS OFF SUPLS- SUG 22.27 12/23/2024 EPIC WINGS CM BUSH COUNCIL SPECIAL MEETIN 14.08 11/22/2024 SIZZLER LUNCH MEETING 27.45
10/07/2024 STAPLES BUSINESS ADVANTAGE MOP#45704 - MARCUS BUSH SIGNAT 56.32 09/30/2024 SMART SOURCE OF CALIFORNIA LLCCOUNCIL MARCUS BUSH BUSINESS C 54.48 09/10/2024 STAPLES BUSINESS ADVANTAGE MOP# 45704 - CM BUSH SIGNATURE 126.13 08/19/2024 STAPLES BUSINESS ADVANTAGE OFFICE SUPPLIES/COFFEE FOR COU 58.45 07/22/2024 VALLARTA SUPERMARKETS MARCUS BUSH EXECUTIVE ASSISTAN 33.68 07/22/2024 VALLARTA SUPERMARKETS MARCUS BUSH EXECUTIVE ASSISTAN 15.36 Total Materials & Supplies 4,000.00$ 765.50$ 3,234.50$ 19% Total 138,608.00$ 135,324.26$ 3,283.74$ 98% FY 2025
City Council Actual to Budget Expenditures
For the Period July 2024 through June 2025
AGENDA REPORT
Department: Fire Department
Prepared by: Walter Amedee, Emergency Manager
Meeting Date: Tuesday, December 2, 2025
Approved by: Alejandro Hernandez, Acting City Manager
SUBJECT:
Public Hearing and Introduction of an Ordinance Adopting the 2025 California Fire Code and the Appendices Thereto, Adopting the National Fire Protection Association Standards, and Amending Chapter 15.28 of the National City Municipal Code.
RECOMMENDATION:
Introduce the Ordinance Entitled, “An Ordinance of the City Council of the City of National City, California, Adopting the 2025 California Fire Code and the Appendices Thereto, Adopting the National Fire Protection Association Standards, and Amending Chapter 15.28 of the National City Municipal Code.
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:
Not Applicable.
EXPLANATION:
The purpose of this Public Hearing is to introduce the Ordinance for adopting the 2025 California Fire Code and the appendices thereto, adopting the National Fire Protection Association Standards, and amending Chapter 15.28 of the National City Municipal Code. Adoption of these model codes by reference is authorized by Government Code Sections 50022.2 through 50022.4, and Section 6066. State law requires that the City of National City adopt the same model code s as the State of California and limit technical amendments to those necessitated due to local topographical, geographical, or climatic conditions. Specific findings regarding local technical amendments must be made by the local jurisdiction and filed with the National City Fire Department. State law does not restrict local amendments to the administrative provisions of these codes. In order to adhere to State law and ensure safety standards throughout the construction process, staff is recommending that the se model codes be adopted with minimal revisions.
FINANCIAL STATEMENT:
There would be no fiscal impact to the City, as changes would not result in the need for additional permits or fees.
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:
First Reading
EXHIBIT:
Exhibit A - Ordinance
ORDINANCE NO. 2025 -
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY , CALIFORNIA, ADOPTING THE 2025 CALIFORNIA FIRE CODE AND THE
APPENDICES THERETO, ADOPTING THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS, AND AMENDING CHAPTER 15.28 OF THE
NATIONAL CITY MUNICIPAL CODE
WHEREAS, the ordinance updates the locally adopted fire code (last updated in 20 23) to incorporate the 2025 California Fire Code, Title 24, Part 9 of the California Code of Regulations, and all appendices related to this code and the National Fire Protection Associate Standards with minor modifications to reflect local conditions; and
WHEREAS, California Health and Safety Code Section 17958 requires that cities adopt building regulations that are substantially the same as those adopted by the California Building Standards Commission and contained in the California Building Standards; and
WHEREAS, California Health and Safety Code section 17958.5 permits local jurisdictions to make changes or modifications to the California Building Standards Code as are reasonably necessary due to local climatic, geological or topographical conditions; and
WHEREAS, the City Council finds that the minor modifications and changes to the California Building Standards Code are reasonably necessary to ensure consistent application of the codes throughout the State; and
WHEREAS, pursuant to a published 10-day notice of the adoption of said ordinance, a public hearing was held by the City Council on December 2, 2025, and at said public hearing, all persons interested were given the opportunity to appear and be heard before the City Council.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY DOE S ORDAINS AS FOLLOWS:
Section 1. That t he City Council of the City of National City hereby adopts the 2025 California Fire Code , Title 24, Part 9 of the California Code of Regulations, and the Appendices thereto, and the National Fire Protection Association Standards except as amended in Chapter
15.28 of the National City Municipal Code.
Section 2. That the City Council hereby finds that, consistent with their findings adopted in 201 3 under Ord inance No. 2013-2387, which are incorporated herein by reference, the amendments being made in this Chapter 15.28 are reasonably necessary because of local climatic, geological, or topographical conditions: namely, that the age of structures, separation and density create an increased risk of conflagration meriting more stringent standards. A copy of this ordinance shall be filed with the Office of the State Fire Marshal and the State Building Standards Commission.
This action is taken pursuant to Health and Safety Code sections17958.7 and 18941.5.
Section 3. That the City Council of the City of National City hereby amends and deletes certain sections of the 2025 California Fire Code, based on local climatic, topographic, or geological conditions that justify deviating from that Code.
Section 4. That the City Council of the City of National City hereby amends Title 15, Chapter 15.28 of the National City Municipal Code to read as follows:
CHAPTER 15.28
CALIFORNIA FIRE CODE
Sections:
15.28.002
15.28.010
15.28.020
15.28.030
15.28.035
Findings and declarations.
2025 California Fire Code - Adopted and amended.
Establishment and duties of Fire Prevention Bureau. Definitions.
Chapter 55 "Cryogenic Fluids," Section 5504 "Storage," Subsection 5504.3 "Outdoor storage" - Amended.
15.28.040
15.28.050
15.28.060
15.28.070
15.28.080
15.28.085
15.28.090
15.28.100
15.28.110
15.28.120
15.28.130
15.28.140
15.28.150
15.28.160.
15.28.170
Chapter 57 "Flammable and Combustible Liquids," Section 5704 "Storage," Subsections 5704.2.9.6.1 and 5706.2.4.4 "Locations where above-ground tanks are prohibited" - Amended.
Chapter 61 "Liquefied Petroleum Gases," Section 6104 Location of LP- Gas Containers," Subsection 6104.2 "Maximum capacity within established limits" - Amended.
Chapter 56 "Explosives and Fireworks," Section 5601 General" - Amended.
(Reserved)
Chapter 1 "Scope and Administration," Division II "Administration," Section 102.7 "Referenced Codes and Standards" - Amended.
Chapter 3 "General Requirements," Section 307 "Open Burning, Recreational Fires and Portable Outdoor Fireplaces, Subsection 307.4.1 "Bonfires" - Amended.
Chapter 3 "General Requirements," Section 307 "Open Burning, Recreational Fires and Portable Outdoor Fireplaces," Subsection 307.4.2 "Recreational Fires" - Amended.
Chapter 10 "Means of Egress," Section 1013 "Exit Signs," Subsection 1013.6.1 "Graphics" - Amended.
Chapter 57 "Flammable and Combustible Liquids," Section 5704 "Storage," Subsection 5704.3.3.9 "Idle Combustible Pallets" - Amended.
Chapter 5 "Fire Service Features," Section 503 "Fire Apparatus Access Roads," Subsection 503.2.7 "Grade,” and Appendix Section D103.2 "Minimum Specifications," Subsection D103.2 "Grade" - Amended.
Chapter 5 "Fire Service Features," Section 503 "Fire Apparatus Access Roads," Subsection 503.6 "Security gates" - Amended.
Chapter 1 "Scope and Administration," Division II "Administration," Section 112, "Means of Appeals", Subsection 112.1, "create Board of Appeals " - Amended
New materials, processes or occupancies, which may require permits.
Chapter 1 "Scope and Administration," Division II "Administration," Section 105 "Permits," Subsection 105.3.1 "Expiration" - Amended Penalties.
15.28.002 Findings and declarations. The City Council of the City of National City, does specifically and expressly find and declare that the nature and uniqueness of the dry Southern California climate, and the geographical and topographical conditions in the City of National City do reasonably necessitate and demand specific changes in and variations from the 2025 California Fire Code, which are noted in and made part of this chapter as authorized by Health and Safety Code Sections 17958.7 and 18941.5. These conditions result from the age and concentration of structures and the increased risk of conflagration spread as a result.
15.28.010 2025 California Fire Code - Adopted and amended. There is adopted by the City Council of the City of National City for the purpose of prescribing regulations governing conditions hazardous to life and property from fire, hazardous materials or explosion and establishing a Fire Prevention Bureau, the 2025 California Fire Code, and the appendices thereto, including both Administration Divisions I and II , published by the International Code Council and the California Building Standards Commission, and the National Fire Protection Association Standards (current edition) published by the National Fire Protection Association , save and except such portions as are hereinafter deleted, added , or amended . Within this chapter, those codes may be collectively referred to as the California Fire Code. One copy of this adopted code is on file in the office of the Fire Marshal of the City of National City. The code is adopted and incorporated as fully as if set out as length herein, and from the date on which this chapter shall take effect, shall be controlling within the limits of the City of National City.
15.28.020 Establishment and duties of the Fire Prevention Bureau.
A. The California Fire Code shall be enforced by the Community Risk Reduction Bureau in the fire department in the City of National City, which is established and shall be operated under the supervision of the Chief of the fire department.
B. The Division Chief/Fire Marshal in charge of the Fire Prevention Bureau shall be appointed by the Chief of the fire department of the City of National City.
C. The Chief of the fire department may detail members of the fire department as Inspectors as shall from time to time be necessary . The Chief of the fire department shall recommend to the City Manager of National City the employment of technical Inspectors, who, when such authorizat ion is made, shall be selected through an examination to determine their fitness for the same position.
15.28.030 Definitions.
A. The word "jurisdiction " used in the 2025 California Fire Code means the City of National City.
B. Whenever the words "Chief of the bureau of fire prevention " are used in the California Fire Code, they shall be held to mean the Fire Marshal of the City of National City.
C. Where reference to the Uniform Building Code, or Building Code, or any Nationally Recognized Standard is made, it means the currently adopted edition.
D. Where the word "Administrator'' is used in the California Fire Code, it shall be held to mean the City Council of the City of National City. Whenever the term "City" is used, it means the City of National City.
E. Where the term "corporation counsel" is used in the California Fire Code, it shall
be held to mean the City Attorney for the City of National City.
F. "Fire authority having jurisdiction (FAHJ)" means the designated entity providing enforcement of fire regulations as they relate to planning, con struction, and development. This entity may also provide fire suppression and other emergency services.
G. Whenever the term "this code" is used, it means the 2025 California Fire Code as modified by the City of National City with the deletions, amendments, a nd additions contained in this chapter.
H. Whenever the terms "Chief”, or "Fire Chief”, "" are used, they mean the "Chief of the fire department".
15.28.035 Chapter 55 "Cryogenic Fluids," Section 5504 "Storage," Subsection 5504 .3 "Outdoor storage" - Amended. Subsection 5504.3 of the 2025 California Fire Code is amended to read as follows:
5504.3 The Establishment of Limits for Storage of Flammable Cryogenic Fluids. The storage of flammable cryogenic fluids is prohibited in all areas within the City limits of National City, except within the following zones as established by the National City Land Use Code: MM and IM; Medium Manufacturing; MH and IH; Heavy Manufacturing; MT-Tidelands Manufacturing.
15.28.040 Chapter 57 "Flammable and Combustible Liquids ." Section 5704 "Storage," Subsections 5704.2.9.6.1 and 5706.2.4.4 "Locations where above-ground tanks are prohibited" - Amended. Subsections 5704.2.9.6.1 and 5706.2.4.4 of the 2025 California Fire Code are amended to read as follows:
5704.2.9.6.1, 5706 .2.4.4 All areas within the city limits of the City of National City except for those areas zoned commercial or manufacturing, as established, defined, and set under the zoning regulations in Title 18 of the National City Municipal Code.
15.28.050 Chapter 61 "Liquefied Petroleum Gases," Section 6104 "Location of LP - Gas Containers." Subsection 6104.2 "Maximum capacity within established limits" - Amended.
Subsection 6104.2 of the 2025 California Fire Code is amended to read as follows:
6104.2 All areas within the city limits of the City of National City , except for those areas zoned commercial or manufacturing, as established, defined, and set under zoning regulations in Title 18 of the National City Municipal Code.
15.28.060 Chapter 56 "Explosives and Fireworks," Section 5601 - Amended. Section 5601 of the 2025 California Fire Code is amended to read as follows:
5601 The permanent storage of explosives and/or fireworks shall be strictly prohibited within the city limits of the City of National City. Temporary storage may be allowed, by permit , during setup for excavation, demonstration, or other use , when in the opinion of the fire marshal , there are significant measures in place to
ensure public safety.
15.28.070 (Reserved)
15.28.080 Chapter 1 "Scope and Administration," Division II "Administration." Subsection 102.7 "Referenced Codes " and Standards" - Amended. Subsection 102.7 of the 2025 California Fire Code is amended to read as follows:
102.7 The codes, standards, and publications adopted and set forth in this code, including other codes, standards and publications referred to therein are, by title and their most current edition, hereby adopted as standard reference documents of this code . When this code does not specifically cover any subject related to building design and construction, recognized fire engineering practices shall be employed. The National Fire Codes and the Fire Protection Handbook of the National Fire Protection Association are permitted to be used as authoritative guides in determining recognized fire prevention engineering practices.
15.28.085 Chapter 3 "General Requirements," Section 307 "Open Burning, Recreational Fires and Portable Outdoor Fireplaces," Subsection 307.4.1 "Bonfires " - Amended. Subsection 307.4.1 of the 2025 California Fire Code is amended to read as follows:
307.4.1 Bonfires. Bonfires are strictly prohibited within the City Limits.
15.28.090 Chapter 3 "General Requirements." Section 307 "Open Burning. Recreational Fires and Portable Outdoor Fireplaces," Subsection 307.4.2 "Recreational Fires" - Amended.
Subsection 307.4.2 of the 2025 California Fire Code is amended to read as follows:
307.4.2 Recreational Fires. Recreational Fires are strictly prohibited within the City limits.
15.28.100 Chapter 10 "Means of Egress," Section 1013 "Exit Signs." Subsection 1013.6.1 "Graphics " - Amended. Subsection 1013.6.1 of the 2025 California Fire Code is amended to read as follows:
1013.6.1 Graphics. Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0 .75 inch ( 22.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide, except the letter "I," and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in this section shall have letter widths, strokes, and spacing in proportion to the height.
The word "EXIT" shall be green in color and in high contrast with the background and shall be clearly discernible when the means of exit sign illumination is or is not energized. If a chevron directional indicator is provided as part of the exit sign, it shall be green in color, the construction shall be such that
the direction of the chevron directional indicator cannot be readily changed.
15.28.110 Chapter 57 "Flammable and Combustible Liquids," Section 5704 "Storage," Subsection 5704.3.3.9 "Idle Combustible Pallets" - Amended. Subsection 5704.3.3.9 of the 2025 California Fire Code is amended to read as follows:
5704.3.3.9 Idle combustible pallets. The storage of empty wooden or plastic pallets is prohibited, except as follows:
1. Outdoor Storage . Pallets may be stored outside of a building or in a detached building . Pallets shall not be stacked closer than 5 feet from any building.
2. Indoor Storage. Pallets shall not be stored indoors unless the premises are protected with an automatic fire sprinkler system in accordance with NFPA Standard 13, section titled Protection of Idle Pallets, except when both of the following conditions are met:
a. Pallets are stored no higher than 6 feet.
b. Each pallet pile of no more than 4 stacks shall be
separated from other pallet piles by at least 8 feet of clear space and 25 feet from any commodity.
15.28.120 Chapter 5 "Fire Service Features," Section 503 "Fire Apparatus Access Roads," Subsection 503.2.7 "Grade." and Appendix Section D103.2 "Minimum Specifications." Subsection D103.2 "Grade" - Amended. Subsection 503.2.7 and Appendix Subsection D103.2 of the 2025 California Fire Code are amended to read as follows:
503.2.7 and Appendix Subsection D103.2 Grade. The maximum permitted gradient for a fire apparatus access road shall not exceed 15%.
15.28.130 Chapter 5 "Fire Service Features." Section 503 "Fire Apparatus Access Roads," Subsection 503.6 "Security Gates" - Amended. Subsection 503.6 of the 2025 California Fire Code is amended as follows:
503.6 All gates or other structures or devices which could obstruct fire access roadways or otherwise hinder emergency operations are prohibited unless they meet standards approved by the Chief and receive Specific Plan Approval.
All automatic gates across fire access roadways and driveways shall be equipped with an approved key -operated switches overriding all command functions and opening the gate(s). Gates accessing more than four residences or residential lots , or gates accessing hazardous institutional, educational or assembly occupancy group structures , shall also be equipped with an approved emergency traffic control -activating strobe light sensor(s), or other devices approved by the Chief, which will activate the gate on the approach of emergency apparatus with a battery back -up or manual mechanical disconnect in case of power failure.
All automatic gates must meet fire department policies deemed necessary by the Chief for rapid, reliable access.
15.28.140 Chapter 1 "Scope and Administration." Division II "Administration ." Section 112. "Means of Appeals ", Section 112.1. “create a Board of Appeals" - Amended. Subsection 112.1 of the 2025 California Fire Code is amended as follows:
112.1 In order to hear and decide appeals of orders, decisions, or determinations made by the Fire Marshal relative to the application and interpretation of this code , the City Council shall appoint an ad hoc Board of Appeals consisting of three (3) members who are qualified by experience and training to pass judgment on matters pertaining to hazards of fire, explosions, hazardous conditions and/or fire protection systems, and are not employees of the City. Board members shall serve at the pleasure of the City Council.
The board shall comply with Rosenberg's Rules of Order in conducting their business and shall render written decisions and findings to the appellant with a copy to the Fire Marshal.
The Fire Marshal shall take immediate action in accordance with the decision of the Board, unless such decision is appealed to the City Council. Decisions of the board may be appealed to the City Council by the appellant or by the Fire Marshal within thirty (30) days of the decision of the Board, by the filing of a written notice of appeal with the Chief of the fire department stating the reasons for the appeal. The person filing the appeal and the opposing party shall be given at least ten (10) days' written notice of the time and place of the hearing on the appeal.
15.28.150 New materials. processes or occupancies. which may require permits. The Building and Safety Director, the Chief of the fire department and the Fire Marshal shall act as a committee to determine and specify, after giving effected persons an opportunity to be heard, any new materials, processes or occupancies which shall require permits in addition to those now enumerated in said code. The Fire Marshal shall post such list in a conspicuous place in his/her office and distribute copies thereof to interested parties.
15.28.160 Chapter 1 "Scope and Administration." Division II "Administration," Section 105 "Permits”. Subsection 105.3.1 "Expiration" - Amended. Subsection 105.3.1 of the 2025 Fire Code is amended as follows:
105.3.1 Expiration. Every permit issued by the Fire Authority Having Jurisdiction under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within twelve calendar months from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of six calendar months, or if the building or work authorized by such permit exceeds three calendar years from the iss uance date of the permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Fire Authority Having Jurisdiction within six calendar months of the date of permit issuance.
Work shall be presumed to be stopped if the permittee has not obtained a required inspection of work by the Fire Authority Having Jurisdiction within each six-month period upon the initial commencement of work authorized by such permit.
Before such w ork can be recommenced, a new permit, or renewal permit as specified below, shall be first obtained.
1. Permits where work has not commenced. For permits for which work has not commenced in the first six calendar months from the date of issuance , a renewal permit may be obtained provided that:
A. No changes have been made or will be made in the original plans and specifications for such work.
B. The expiration has not exceeded three years from the original issuance date;
C. The same edition of the California codes is in effect as used is in the initial plan check;
D. A fee equal to one-half the amount required for a new permit is paid;
E. The renewal permit shall expire three calendar years from the date of initial permit issuance.
F. Where later editions of the California codes have been adopted than used in the initial plan check, such applications for renewal shall be considered as a new plan check submittal. Accordingly, plans shall reflect the requirements of the current codes in effect, a full new plan check is require d, and a full new plan check fee shall be paid . Upon completion of a new plan check, the permit may be renewed upon payment of a permit fee equal to one-half the amount required for a new permit.
2. Permits where work has commenced. For permits where work has commenced and was subsequently stopped as defined herein, a renewal permit may be obtained provided that:
A. No changes have been made or will be made in the original plans and specifications for such work;
B. The expiration has not exceeded three years fro m the original issuance date;
C. A fee equal to one-half the amount required for a new permit is paid, except that where construction has progressed and has been approved to the point of requiring only a final inspection, a fee equal to one-quarter the amount required for a new permit shall be paid; and
D. A renewal permit shall expire three calendar years from the date of initial permit issuance.
3. Permits that have exceeded three years. For permits that have exceeded three years beyond the issuance date, a renewal permit may be obtained provided that:
A. Construction in reliance upon the bu ilding permit has commenced and has been approved;
B. No changes have been made or will be made in the
original plans and specifications for such work; and
C. A fee equal to the full amount required for a new permit
is paid except that where the F ire Authority Having Jurisdiction determines that construction has progressed to the point that a lesser fee is warranted, such lesser fee shall be paid.
The maximum li fe of a permit renewal in accordance with subsection
15.28.160(3) shall be one calendar year from the date of renewal. The permit may be renewed for each calendar year thereafter provided that all requirements of subsections A., B., and C., as stated in subsection 15.28.160(3), are met.
I. Extension of an unexpired permit. For an extension of an unexpired permit , the permitee may apply for an extension of time within which work under that permit may be continued when, for good and satisfactory reasons as determined by the Fire Authority Having Jurisdiction in his or her sole discretion, the permittee is unable to continue work within the time required by section 15.28 .160. The Fire Authority Having Jurisdiction may extend the time for action by the permittee for a period not exceeding six calendar months beyond the expiration date in effect at the time of the extension application, upon written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken.
J. Permits issued where the permittee has been deployed to a foreign country , may be held in abeyance until six months after the return of the permittee from his/her deployment, if necessary, upon application for such relief by the permittee.
15.28.170 Penalties. Any person who shall violate any of the provisions of the 2025 California Fire Code adopted, or any order made thereunder, or who shall build in violation of any detailed statement of specifications or plans submitted and approved is guilty of a misdemeanor.
Section 4. This Ordinance shall take effect and be in force thirty (30) days form the date of its passage, and before the expiration of fifteen (15) days after its passage, it or a summary of it, shall be published once, with the names of the members of the City Council voting for and against the same in the Star News, a newspaper of general circulation published in the County of San Diego, California.
INTRODUCED this 2nd day of December 2025
PASSED and ADOPTED this ______ day of _______ 2026.
Ron Morrison, Mayor
ATTEST:
Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:
__
Barry J. Schultz, City Attorney
AGENDA REPORT
Department: Community Development
Prepared by: Sophia Depew, Assistant Planner
Meeting Date: Tuesday, December 2, 2025
Approved by: Alejandro Hernandez, Acting City Manager
SUBJECT:
Public Hearing – Appeal of a Planning Commission Approval of a Conditional Use Permit for a Proposed Drive-Through Coffee Shop (Dutch Bros Coffee) to be Located at 1838 Sweetwater Road.
RECOMMENDATION:
Staff Recommended Approval of the CUP to the Planning Commission an d Recommends Denying the Appeal and Adopting the Resolution Entitled: “Resolution of the City Council 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 Projects) and Approving a Conditional Use Permit for a Drive-Through Coffee Shop (Dutch Bros Coffee) to be Located at 1838 Sweetwater Road.”
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:
On October 20, 2025, the Planning Commission approved the CUP by a unanimous vote of those present. No public comments were provided prior to or at the public hearing.
Ayes: Armenta, Castle, Gogue, Miller, Quinones, Valenzuela Absent: Sanchez
EXPLANATION:
The Planning Commission held a public hearing on October 20, 2025, and approved the request for a Drive-Through Coffee Shop CUP based on the findings in the attached Planning Commission Resolution No. 2025-16. The appellant (Heart Revolution Church) has requested to appeal the Planning Commission decision to approve the CUP and is thereby afforded the opportunity to present their appeal to the City Council. The requested action by City Council is to either uphold or reverse the decision of the Planning Commission (grant or deny the appeal request).
The appellant provided a written appeal letter, attached as Exhibit B. The following is a summary of the main points raised by the appellant.
1. Mailing Requirements – Appellant states neither of the owners or oc cupants at 1920 Sweetwater Road and 1914 Sweetwater Road (properties within 300 feet of the project site) received a public notice.
Mailing labels were provided for the above APN’s and no return mail was received including the subject properties.
2. Traffic – Appellant indicates the traffic analysis did not adequately consider potential traffic impeding the public right of way at the intersection of Sweetwater Road and Prospect Street, maximum queuing capacity, and traffic within the shopping center.
A traffic analysis was provided for the subject property and intended use. The Engineering & Public Works Department reviewed and concurred with the traffic analysis. The traffic analysis is attached as Exhibit F.
3. General Plan Consistency – Appellant indicates the drive -through coffee shop is inconsistent with General Plan Policies HEJ4.2 and HEJ 5.4 as Dutch Bros does not constitute a healthy food option and is located within 300 feet of a childcare and preschool facility (The Way- Heart Revolution Church).
A coffee shop, without a drive-though, is a permitted use by right within the MXD-2 zone.
Additionally, distance requirements to “schools” typically references public schools (kindergarten through twelfth grade).
The following was included in the original staff report made to the Planning Commission
Executive Summary
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.
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 1838 Sweetwater Road. The building proposed for demolition 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 adjacent shopping center. The overall center has 227 excess spaces as of the most recent modifications that occurred when Texas Roadhouse was constructed. To the no rth 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 driveway that leads to the site, which is opposite Prospect Street. The drive-through will be accessed from the two -way drive aisle abuttin g 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 Coffee) is proposing to construct a 950 square -foot drive-through coffee shop. A double lane drive -through aisle is also proposed, which would accommodate queuing for approximately 26 vehicles. Customers would enter the shopping center from Sweetwater Road to access the drive -through lanes that loop around the building in a counter- clockwise direction. All customer transactions are proposed to be conducted person -to-person with no electronic speaker system. The proposed building would also have a window for walk-up customers. However, no indoor or outdoor seating is proposed. 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 12:00 a.m. daily, if permitted. The new business would 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 commercial use, which is consistent with the mixed -use land use designation established for this area of the City and is permitted by right. However, some drive -through restaurants 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 concentration 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 opposite end 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, it should be noted that while snacks 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 is Sweetwater Union High School, which is more than a half-mile away in walking distance. Therefore, the coffee shop is not near a school.
Land Use Code (LUC)
A coffee shop is a permitted use within the MXD-2 zone. However, businesses with a drive-through require the issuance of a CUP. In addition, Chapter 18.41 – Site Planning Standards – 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 analysis conducted by the applicant team, a queuing study was performed based on the number of vehicles served at similar Dutch Bros Coffee locations in Southern California. The study found that the average queuing is nine vehicles and the maximum average queuing is 17.25 vehicles. The dual-lane drive-through, as proposed, can accommodate approximately 26 vehicles. It is anticipated that the queue would largely stay within the drive through lanes. 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 waiting 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 Code (LUC) states that a drive-through window may not be located between the right- of-way and the building without a minimum 10-footwide landscape buffer. The coffee shop will be located within a shopping center, and will not adjacent to 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 Permit process with the approval of the City Engineer. The applicant has requested a reduced interior turning radius 20 feet, which was granted.
Design requirements for projects of this type in the MXD-2 zone are limited, with emphasis placed on architectural variation (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 square-foot building includes both wall plane variation and attached awnings and canopies. It should be noted that the 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 center, set back from Sweetwater Road. There are three parking spaces proposed, with additional parking available in the shopping center. Access to the drive -through lanes is at the north side of the property in a location that can accommodate vehicles entering from the shopping center’s two - way drive aisle. A dual-lane is proposed for the drive-through to increase queuing capacity on the site. Overall, there is approximately 550 linear feet of queuing space in the driveway, enough length to accommodate 26 vehicles. Additional vehicles would be able to 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 customer demand. Furthermore, the applicant is providing an exit lane that would allow customers in line to move out of the queue if they receive their orders earlier.
Based on a traffic impact analysis conducted by the applicant, the proposed project is projected 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 applying pass ‐by trip reductions and accounting for the previous use, the net weekday trip generation for the site would be 756 additional 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, including 125 trips during the peak 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.
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 i n, right out) driveway/Sweetwater Road would operate at satisfactory LOS C or better 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 impacts related to vehicle miles travelled (VMT) under the California Environmental Quality Act (CEQA). In this case, a detailed screening was not required 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 drive -through businesses are usually related to vehicle queuing and ordering windows/speakers. Recent approvals for drive-through businesses have required noise- attenuating speakers at the ordering window. However, in this instance the applicant does not
intend to utilize an ordering window/speaker and will only take orders in person. It is not anticipated that the use, as proposed, will create nuisance noises. The Planning Commission may consider restrictions on the hours of operation of the business, which is proposing hours from 5:00 a.m. to 12:00 a.m. There are other 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 hearing for a CUP application. Notice of this public hearing was sent to 130 occupants and owners. No public comment has been received 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 incorporated as conditions of approval for the CUP. Adherence to building and fire codes have also been addressed in the Conditions of Approval.
Recommended Findings for the CUP should City Council Approve/Deny the Appeal
Findings for Denial of the Appeal and Approval of the Proposed CUP The following are the required findings in the attached draft resolution:
1. Allowable Use: Drive-through businesses are identified as a conditionally 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 Plan. 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 will be built in compliance with the City’s LUC and all applicable building and fire codes. In addition, the proposed drive-through aisle, subject to the conditions of approval, meets all requirements 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 existing road network.
Intersections in 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. The site is located within an urbanized area with access to all necessary 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 that the applicant will utilize person to person ordering in lieu of an amplified ordering system. A vehicle mile 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.
6. California Environmental Quality Act (CEQA): The proposed project has been reviewed in compliance with the California Environmental Quality Act (CEQA) and has been determined to be categorically 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 Conditional Use Permit. Class 32 consists of projects characterized as in-fill development that is consistent 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, noise, 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 Approval of the Appeal and Denial of the Proposed CUP 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, 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.
Conditions of Approval
Conditions of Approval are included that address comments from the Engineering Department.
Additional conditions are included related to adherence 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 since design guidelines ensure an appropriately-designed project. 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 for the Appeal
1. Deny the appeal, affirming the Planning Commission decision, thereby approving 202 5-29 CUP, subject to the conditions listed within the resolution to approve or modified conditions , and based on the findings listed in the resolution to a pprove, or findings to be determined by the City Council; or
2. Approve the appeal and overturn the Planning Commission decision, thereby denying 2025-29 CUP, based on the findings as listed in the resolution to deny, or findings to be determined by the City Council; or
3. Continue the item to a specific date in order to obtain additional information.
FINANCIAL STATEMENT:
An appeal fee of $1,500 was paid by the appellant. Fees are anticipated to cover the cost of staff review time and processing of the appeal.
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.
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 Resolution 2025-16
Exhibit B – Appellants Appeal Request Letter with Attachments Exhibit C – Overhead
Exhibit D – Applicant’s Plans (Exhibit “A”, Case File No. 2025-29 CUP, dated 9/29/2025) Exhibit E – Public Hearing Notice (Sent to 130 property owners and occupants) Exhibit F – Transportation Impact Assessment
Exhibit G – PowerPoint Slides from PC meeting
Exhibit H – Resolution – DENY APPEAL
Exhibit I – Resolution – AFFIRM APPEAL
PERSONAL SIGNATURE
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PERSONAL INFORMATION
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SIGNATURE PERSONAL SIGNATURE
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ATTACHMENT 2
2025-29 CUP – 1838 Sweetwater Road – Overhead
N
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'
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'
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
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
CURB RAMP
PROP. ACCESSIBLE
TRANSITION
34.11'
6.5'
4.5'
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
9/17/2025
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
52
ELC
ELC
ELC
ELC
ELC
ELC
ELC
W
W
W
W
W
W
ELCELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
WWWWW
W
W
W
W
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ATT
ATT
ATT
ATT
ATT
ATT
W
W
W
W
W
W
W
GAS
GAS
GAS
GAS
GAS
ELC
ELC
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
GAS
GAS
GAS
GAS
GAS
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
C-11.04INV
C-11.07INV
C-11.03INV
ATT
ATT
ATT
ATT
ATT
ATT
ATT
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
24.26FS
24.27FS
24.30FS
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
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
24.30FS
23.53FS
23.96FS
24.28FS
24.21FS
23.23FS
22.83FS
22.97FS
23.59FS
24.00FS
23.71FS
23.68FS
23.64FS
23.67FS
23.87FS24.15FS
23.89FS
24.20FS
24.07FS
22.90FS
22.88FS
23.20FS
23.13FS
23.32FS
23.79FS
23.88FS
24.57FS
24.14TC
23.83FS
24.15TC
23.86FS
24.14TC
23.82FS
24.17TC
23.78FS
24.29TC
23.77FS
24.31TC
23.73FS
23.77TC
23.40FS
23.93TC
23.56FS
24.14TC
23.76FS
24.39TC
23.98FS
24.52TC
24.10FS
24.59TC
24.21FS
24.69TC
24.31FS
24.89TC
24.42FS
24.91TC
24.53FS
24.79TC
24.44FS
24.70TC
24.38FS
24.44TC
23.95FL
24.20TC
23.71FL
24.21TC
23.71FL
23.95TC
23.47FL
23.42TC
23.09FS
23.27TC
22.94FS
23.84TC
23.39FS
23.70TC
23.21FS
23.87TC
23.40FS
23.86TC
23.47FS
23.85TC
23.32FS
23.51TC
22.95FS
23.97TC
23.30FS
23.23TC
22.70FS
24.16TC
23.74FS
24.13TC
23.68FS 24.12TC
23.67FS
24.35TC
23.91FS24.43TC
23.93FS
24.54TC
24.08FS
24.66TC
24.20FS
24.61TC
24.09FS
24.11TC
23.70FS
23.95TC
23.60FS
23.96TC
23.60FS
24.26TC
23.76FS 24.67TC
24.35FS
24.66TC
24.36FS
24.55TC
24.25FS
24.50TC
24.20FS
24.50TC
24.10FS 24.54TC
24.09FS
24.57TC
23.98FS
24.57TC
23.94FS
24.72TC
24.07FS
24.98TC
24.41FS
25.02TC
24.43FS
24.97TC
24.40FS
24.75TC
24.26FS
24.57TC
24.18FS
24.58TC
24.24FS
24.65TC
24.40FS
24.61TC
24.33FS
24.62TC
24.27FS
24.68TC
24.27FS
24.66TC
24.29FS
24.62TC
24.32FS
24.59TC
24.31FS
24.64TC
24.33FS
24.69TC
24.33FS
24.76TC
24.37FS
24.81TC
24.35FS
24.77TC
24.21FS
24.59TC
24.04FS
24.37TC
23.89FS
24.99TC
24.56FS
25.01TC
24.70FS
25.09TC
24.75FS
24.98TC
24.60FS
24.68TC
24.30FS
24.66TC
24.27FS
24.55TC
24.20FS
24.73TC
24.41FS
25.11TC
24.74FS
25.01TC
24.68FS24.78TC
24.47FS
24.78TC
24.37FS
24.73TC
24.30FS
24.72TC
24.32FS
24.39TC
24.28FS 24.69TC
24.28FS 24.75TC
24.27FS
24.66TC
25.00TC
24.78FS25.01TC
24.60FS
25.05TC
24.63FS
25.06TC
24.63FS
25.04TC
24.66FS
25.00TC
24.60FS
25.17TC
24.96FS
25.00TC
24.66FS
24.82TC
24.30FS
24.86TC
24.31FS
24.41TC
24.08FS
24.11TC
23.84FS
24.04TC
23.73FS23.85TC
23.33FL
23.77TC
23.26FL
23.83TC
23.57FS
23.89TC
23.60FS
24.11TC
23.88FS
24.55TC
24.13FS
24.53TC
24.10FS
24.51TC
24.12FS
24.25TC
24.01FS
24.23TC
23.87FS
24.19TC
23.90FS
24.40TC
24.12FS 24.39TC
24.11FS
24.23TC
23.97FS
24.27TC
23.99FS
24.28TC
24.07FS
24.54TC
24.10FS 24.59TC
24.22FS 24.58TC
24.18FS
24.57TC
24.22FS
24.93TC
24.42FS
24.93TC
24.51FS24.90TC
24.58FS
25.05TC
24.57FS
24.97TC
24.58FS25.00TC
24.54FS
25.00TC
24.65FS
24.80TC
24.45FS
24.48TC
24.16FS
24.27TC
23.84FS
24.27TC
23.75FS
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
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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
DUTCH BROSDIRECTIONALSIGNAGE
ORDER AHEAD
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'
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
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
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
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:
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
53
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'-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
SIDING SYSTEM
1B
LED MENU BOARD
EQ21
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
54
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
55
06-25-0038
Signs and Menus
1838 Sweetwater Rd
National City, CA 91950
ADDRESS
DRAWING/REVISION NO.:
PAGE NO.:
OF
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
56
06-25-0038
Signs and Menus
1838 Sweetwater Rd
National City, CA 91950
ADDRESS
DRAWING/REVISION NO.:
PAGE NO.:
OF
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
57
CITY OF NATIONAL CITY
NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN that the City Council of the City of National City will hold a Public Hearing after the hour of 6:00 p.m., Tuesday, December 2, 2025, in the City Council Chambers, Civic Center, 1243 National City Blvd., N ational City, CA., to consider:
PUBLIC HEARING- APPEAL OF A PLANNING COMMISSION APPROVAL OF A
CONDITIONAL USE PERMIT FOR A DRIVE-THROUGH COFFEE SHOP (DUTCH BROS COFFEE) TO BE LOCATED AT 1838 SWEETWATER ROAD.
Anyone interested in this matter may appear at the above time and place and be heard.
The City Council will also accept written public comments regarding this matter.
Written comments or testimony fr om the public must be submitted via e -mail to [email protected] by 2:00 P.M. on the day of the City Council Meeting. For information on registering to pr ovide public comment via Zoom pl ease visit the City Clerk’s webpage at https://www.nationalcityca.gov/government/city- clerk/public-comments
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 via e-mail, or through written correspondence delivered to the undersigned prior to the Public Hearing.
Shelley Chapel, MMC, City Clerk
Published in the Star News: Friday, November 21, 2025
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 prepared 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
2 9/10/25 (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 (11th 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.
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.
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.
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
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
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.
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
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
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
§¨¦
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
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
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
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 474 of 860 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 475 of 860 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 476 of 860
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
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
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
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
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
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
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
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
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
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
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
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 488 of 860
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 489 of 860
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 490 of 860
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 491 of 860
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 492 of 860
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 493 of 860
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 494 of 860
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 495 of 860
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 496 of 860
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 497 of 860
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 498 of 860
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 499 of 860
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 500 of 860
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 501 of 860
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 502 of 860
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 503 of 860
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 504 of 860
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
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
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
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
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
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
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
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
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
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)
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
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.