AGENDA
Pismo Beach City Council
Tuesday, September 1, 2026
Council Chamber, City Hall https://us02web.zoom.us/j/84823715585 1 Live virtual viewing is offered via Zoom.
2 Broadcast meeting also available for viewing on cable Channel 20 and online at pismobeach.org/agenda.
0.MEETING INSTRUCTIONS:
This meeting is being conducted in a hybrid format with both in-person and virtual options. Ways to watch this meeting and submit public comment are provided below.
Watch and participate in person:
•Visit the Council Chamber at City Hall, 760 Mattie Road, Pismo Beach, CA 93449. •To make public comment, please submit an optional blue “speaker slip” to staff; the Mayor will ask you to approach the lectern to speak during the public comment period on your item of interest.
Watch via Zoom:
•Click this link on any computer or mobile device: https://us02web.zoom.us/j/84823715585 . This URL may also be typed into a web browser.
Listen via telephone:
•Call 1-669-900-6833 to join by telephone audio only. Enter Meeting ID 848 2371 5585 when prompted.
Watch online:
•Visit www.pismobeach.org/agenda and scroll to “Upcoming Events.” When the live broadcast begins, an “In Progress” link will appear; click this link to watch the livestream. A recording of the meeting will be available on demand shortly after the meeting ends.
Watch on Channel 20:
•Tune to local cable channel 20 in Pismo Beach; the meeting will be broadcast live. Meetings are also replayed at 9:00 a.m., 6:00 p.m., and 1:00 a.m. each day the following week.
Submit written comment prior to, or during, the meeting:
•In advance of the meeting, written comments may be emailed to [email protected] or mailed or delivered to the City Clerk’s Office, 760 Mattie Road, Pismo Beach, CA 93449. During the Regular Meeting no later than the start of the comment period for your item of interest, written comment may be hand-delivered to staff in the Council Chamber. Emails and other written comment submitted after the start of the meeting may not be fully considered prior to any action taken on the item.
Submit voicemail comment:
•Call 805-773-7005 and leave a voicemail before the meeting. Voicemails submitted after the start of the meeting may not be fully considered prior to any action taken on the item. This automated voicemail line will not be answered or monitored for other purposes.
Please note:
•In the event a Council Member participates in this meeting by teleconference under the provisions of Government Code Section 54953(f), public comment will be accepted via Zoom, including by telephone audio, as required by law. However, the timing of a request by a Council Member to participate remotely may not allow sufficient time to post an agenda containing information on how the public may participate via Zoom or telephone. In such instances, the City Clerk or another staff member will orally provide such information at the meeting.
•Meetings may begin a few minutes after the scheduled start time. •Meetings will be recorded, except closed sessions; these recordings are public record. •Phone numbers of call-in attendees may be visible to other meeting attendees, or in meeting recordings. •Phone numbers of voicemail commenters may be visible in the public record along with transcripts.
Please contact City Clerk Erica Kirkwood at [email protected] with questions.
Council Agenda 9-1-2026
Pismo Beach City Council Agenda September 1, 2026
Regular Meeting—5:30 p.m.
Council Chamber, City Hall, 760 Mattie Road, Pismo Beach, CA 93449 CALL TO ORDER: Mayor Waage
1. ROLL CALL:
Mayor: Waage
Mayor Pro Tem: Reiss
Council Members: Guthrie, Inman, Newton
2. PLEDGE OF ALLEGIANCE
3. ACCEPTANCE OF AGENDA
4. PRESENTATIONS
Item 4.A: Proclamation: Recognizing September 2026 as Hunger Action Month (SLO Food Bank)
5. PUBLIC COMMENT PERIOD
At this time, members of the public may comment on any item NOT appearing on the agenda. For items appearing on the agenda, including the Consent Calendar, the public will be invited to make comments during Council consideration of the item. In accordance with state law, matters raised as part of this comment period cannot be discussed or acted upon by the City Council at this time.
However, in response to a matter raised as part of this comment period, the Council may, during Item 13, City Council Comments and Requests, direct staff to assist a speaker, or schedule the matter for consideration on a future agenda.
Please adhere to the following procedures when addressing the Council:
• Please limit your comments to 3 minutes or less. • Unduly disruptive behavior will not be permitted.
Documents submitted to the Council become public record unless otherwise exempt from disclosure.
6. CITY MANAGER’S REPORT - No action to be taken
7. CITY ATTORNEY’S REPORT / CLOSED SESSION REPORT - No action to be taken
8. COUNCIL COMMITTEE REPORTS
1. Air Pollution Control District, SLO County (Newton/Reiss)
2. California Joint Powers Insurance Authority (Reiss/Inman) CAPSLO (Reiss)
Central Coast Blue Regional Recycled Water Authority
(Waage/Guthrie)
Chapman Estate Foundation (Liaison) (Reiss)
Coastal Cities Group, League of CA Cities (Waage)
Conference and Visitors Bureau / LBID Board (Liaison) (Inman) Friends of Price House Liaison (Waage)
Hazard Mitigation & Fire Safety (Inman/Waage)
Mobile Home Rent Stabilization Subcommittee (Inman/Waage) Regional Transit Authority, SLO (Waage/Reiss)
Shell Beach Improvement Group Liaison (Inman/Reiss)
SLOCOG (Waage/Reiss)
South County Chambers Gov’t Affairs (Guthrie/Inman)
Visit SLO CAL Advisory Committee (Inman)
Water Resources Advisory Committee, SLO (Guthrie/Inman) Zone 3 Water Advisory Committee, SLO (Guthrie/Inman)
(Govt Code Section 53232.3)
Council Agenda 9-1-2026
Pismo Beach City Council Agenda September 1, 2026
9.CONSENT CALENDAR
All Consent Calendar items will be acted upon by a single action of the City Council unless otherwise requested by an individual Council Member for separate consideration. Public comment on Consent Calendar items will be invited prior to action on the Calendar.
Item 9.A: Adoption of Meeting Minutes (Kirkwood)
Recommendation:
Adopt Minutes of the August 18, 2026 Regular Meeting.
Item 9.B: Payroll Register and Register of Demands (Feeser) Recommendation:
1.Approve the Summary of Payroll Register for August 9, 2026;
2.Approve the Register of Demands for August 7, 2026, and August 14, 2026.
Item 9.C: Monthly Investment Transaction Report of the City’s Cash and Investments for June 2026 of Fiscal Year 2026 (Feeser)
Recommendation:
No action recommended; for information only.
Item 9.D: Fiscal Year 2026 Fourth Quarter Financial Status Report (Feeser) Recommendation:
No action recommended; for information only.
Item 9.E: Quarterly Investment Report for the Three Months of April through June 2026 – the Fourth Quarter of Fiscal Year (FY) 2026 (Feeser) Recommendation:
No action recommended; for information only.
Item 9.F: Support for the City of Paso Robles Proposal for Emergency Medical Services (Clarke)
Recommendation:
Adopt a Resolution supporting the City of Paso Robles in submitting a proposal for the County of San Luis Obispo’s emergency medical services contract.
Council Agenda 9-1-2026
Pismo Beach City Council Agenda September 1, 2026
Item 9.G: Award of Contract to JJ Fisher Construction for the Price Street and Ocean View Avenue Curb Ramp Improvements Project; Related Budget Adjustments (Gaglione)
Recommendation:
Adopt a Resolution:
1. Authorizing the City Manager to execute a construction contract with JJ Fisher Construction, Inc. for the Price Street and Ocean View Avenue Curb Ramp Improvements project in the amount of $142,052; and
2. Appropriating related budget adjustments in Fiscal Year 2027.
Item 9.H: Purchase of a Type 6 Fire Rescue Squad Vehicle for the Fire Department (Provence)
Recommendation:
Adopt a Resolution authorizing the purchase of a 2026 Type 6 Fire Rescue Squad Vehicle from Fire Apparatus Solutions in the amount of $450,148.97.
Item 9.I: Acquisition of Real Property at 900 Bello Street; Related Budget Adjustments (Garcia)
Recommendation:
Adopt a Resolution authorizing the acquisition of real property located at 900 Bello Street and appropriating related budget adjustments in Fiscal Year 2027.
10. ITEMS PULLED FROM CONSENT CALENDAR
11. PUBLIC HEARINGS - No earlier than 6:00 p.m.
None.
12. BUSINESS ITEMS - May be reordered and heard prior to Public Hearings
Item 12.A: Geographic Information Systems (GIS) Program Update (Gaglione)
Recommendation:
Receive a presentation on the City’s GIS program.
Item 12.B: Renaming Palisades Park to Mary Ann Reiss Park (Garcia)
Recommendation:
Adopt a Resolution renaming Palisades Park to Mary Ann Reiss Park.
Item 12.C: James Way Beautification Project Discussion (Gaglione)
Recommendation:
Provide staff with direction on how to proceed with the $200,000 remaining in the James Way Beautification Project account.
Council Agenda 9-1-2026
Pismo Beach City Council Agenda September 1, 2026
13.CITY COUNCIL COMMENTS AND REQUESTS - No action to be taken
14.ADJOURNMENT
To the following meeting(s). Special and Closed Session times may be subject to change, as noticed. Meetings will be held in a hybrid in-person / virtual format unless otherwise noted:
Special Meeting Tuesday, September 15, 2026
Regular Meeting Tuesday, September 15, 2026
Regular Council meetings will adjourn by 11:00 p.m. unless four-fifths of the Council votes to continue past that time. If the meeting is adjourned at 11:00 p.m., any remaining agenda items will be continued to the next regular meeting (R-97-04).
AFFIDAVIT OF POSTING
I, Erica Kirkwood, City Clerk for the City of Pismo Beach, declare under penalty of perjury that the foregoing agenda for the September 1, 2026 meeting(s) of the Pismo Beach City Council was posted on August 27, Meeting Schedule: The City Council of Pismo Beach regularly meets on the first and third Tuesdays of each month at 5:30 p.m., unless otherwise noticed. Closed and Special sessions will be duly noticed as needed.
Council Agendas: Agendas for Regular Meetings are available for public review on the City’s website at pismobeach.org/agenda and upon request from the City Clerk’s Office, typically by 4:00 p.m. on the Thursday prior to the meeting, but no later than 72 hours prior to the meeting. Agendas for Closed Sessions and other Special meetings are made available at least 72 hours prior to the meeting when possible, but no later than 24 hours prior to the meeting.
Related Materials: All materials submitted to the Council relating to items on this agenda are open for public inspection unless otherwise exempt by law. Staff reports and attachments published as part of this agenda packet, as well as copies of correspondence received relating to these agenda items and materials distributed at the meeting, may be obtained 1) in the consolidated online Agenda Center at pismobeach.org/agenda, 2) in the Access Pismo public records portal at pismobeach.org/accesspismo, 3) by request from the City Clerk at [email protected], or 4) in person at the City Clerk's Office, City Hall, 760 Mattie Road, Pismo Beach, Mon–-Fri 8:00 a.m.–-5:00 p.m. Please call (805) 773-7003 with any questions.
Broadcasting: Regular (televised) City Council meetings are available for viewing 24/7 at pismobeach.org/agenda, broadcast live on Channel 20, and re-broadcast during the week following the meeting on Channel 20 at 9:00 a.m., 6:00 p.m., and 1:00 a.m. each day.
Use of Equipment: Please contact the City Clerk’s Office if requesting to use the chamber equipment during public comment or as part of a scheduled presentation, 24 hours prior to the meeting at (805) 773-7003.
Notice Regarding Americans with Disabilities Act
In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting or if you need agenda documents provided in an alternative format, please contact the City Clerk’s Office at 773-7003 as soon as possible prior to the meeting to ensure that reasonable arrangements can be made (28CFR 35.102-
35.104 ADA Title II).
Council Agenda 9-1-2026
A PROCLAMATION OF THE CITY COUNCIL OF THE CITY OF PISMO BEACH, CALIFORNIA RECOGNIZING SEPTEMBER 2026 AS HUNGER ACTION MONTH WHEREAS, each September, the nationwide Hunger Action Month campaign unites millions of people across the country to raise awareness and provide nutritious food to neighbors facing hunger; and
WHEREAS, the region’s high cost of living frequently forces many of our neighbors in San Luis Obispo County to make impossible choices between paying for essential needs, such as rent, and buying groceries; and
WHEREAS, the SLO Food Bank provides food to 50,000 neighbors every month—a 58% increase in individuals served over the past five years; and WHEREAS, the SLO Food Bank’s Hunger Relief Network reaches more than one in six County residents, including over 14,000 neighbors each month in South County; and WHEREAS, this work is made possible by a collaborative network of 70 nonprofit partners who distribute food directly within their own neighborhoods, including Five Cities Meals on Wheels and New Life Community Church in Pismo Beach; and
WHEREAS, the SLO Food Bank’s mission is made possible by the profound generosity of our community, with more than 70% of the organization’s funding coming directly from local individuals, businesses, and nonprofits; and
WHEREAS, the expansive reach and daily operations of the SLO Food Bank are sustained by the dedication of over 1,300 active volunteers who generously give their time to nourish their community; and
WHEREAS, Hunger Action Month serves as a countywide call to action, inviting all residents to learn, raise awareness, and contribute their time and resources to help feed SLO County, together.
NOW, THEREFORE, the City Council of the City of Pismo Beach hereby proclaims September 2026 as “Hunger Action Month”.
Dated this 1st day of September, 2026
________________________
Ed Waage, Mayor
Council Agenda 9-1-2026 4.A-1
Packet Page 1
PISMO BEACH CITY COUNCIL STAFF REPORT
Agenda Item #9.A
September 1, 2026
TITLE:
Adoption of Meeting Minutes
RECOMMENDATION:
Adopt Minutes of the August 18, 2026 Regular Meeting.
DISCUSSION:
Attached for the Council’s consideration are the draft minutes of the subject meetings for review and adoption.
FISCAL IMPACT:
There is no fiscal impact associated with the preparation or adoption of meeting minutes.
ATTACHMENTS:
1.Draft Minutes of the August 18, 2026 Regular Meeting
Submitted by:
Erica Kirkwood, City Clerk
City Manager Approval:
Council Agenda 9-1-2026 9.A-1
Packet Page 2
DRAFT MINUTES
Pismo Beach City Council
Tuesday, August 18, 2026
Regular Meeting—5:30 p.m.
Council Chamber, City Hall, 760 Mattie Road, Pismo Beach, CA 93449 The City Council of the City of Pismo Beach met this date in a regular session with Mayor Waage presiding.
CALL TO ORDER: 5:30 p.m.
1.ROLL CALL:
Present: Absent:
Mayor Ed Waage None
Mayor Pro Tem Mary Ann Reiss
Council Member Marcia Guthrie
Council Member Stacy Inman
Council Member Scott Newton
Staff Present:
Silas Clarke, Assistant City Manager
Nadia Feeser, Administrative Services Director
Rosemarie Gaglione, Director of Public Works
Jorge Garcia, City Manager
Scot Graham, Community Development Director
Russ Hildebrand, Deputy City Attorney
Gordon Jackson, Director of Tourism and Events
Erica Kirkwood, City Clerk
Paul Provence, Battalion Chief
Jeff Smith, Chief of Police
2.PLEDGE OF ALLEGIANCE
Mayor Waage led the Pledge of Allegiance.
3.ACCEPTANCE OF AGENDA
No requests to reorder the agenda.
Council Agenda 9-1-2026 9.A-2
Attachment 1
Packet Page 3
4. PRESENTATIONS
None.
5. PUBLIC COMMENT PERIOD
Call for public comment: No comment.
6. CITY MANAGER’S REPORT
City Manager Garcia commented on various topics, including the upcoming retirement of Tourism and Events Director Gordon Jackson.
7. CITY ATTORNEY’S REPORT / CLOSED SESSION REPORT
City Attorney Pucci had nothing to report.
8. COUNCIL COMMITTEE REPORTS
The Council reported on recent and upcoming meetings of various external bodies:
Council Member Guthrie:
San Luis Obispo County Water Resources Advisory Committee (WRAC).
Mayor Pro Tem Reiss:
Chapman Estate Foundation Board.
Mayor Waage:
San Luis Obispo County Community Fire Safe Council.
9. CONSENT CALENDAR
Call for public comment: No comment.
Action: Adopt Consent Calendar (Items 9.A through 9.G).
Motion: Inman
Second: Reiss
Vote: The motion passed on the following vote:
Ayes: 5 Inman, Reiss, Guthrie, Newton, Waage
Noes: 0
Absent: 0
Abstain: 0
Recused: 0
Council Agenda 9-1-2026 9.A-3
Attachment 1
Packet Page 4
Item 9.A: Adoption of Meeting Minutes (Kirkwood)
Recommendation:
Adopt Minutes of the August 4, 2026 Closed, Special and Regular Meeting.
Item 9.B: Payroll Register and Register of Demands (Feeser)
Recommendation:
1. Approve the Summary of Payroll Register for July 26, 2026;
2. Approve the Register of Demands for July 17, 2026, July 24, 2026 and July 31, 2026.
Item 9.C: Quarterly Paid Parking Update (Graham)
Recommendation:
No action recommended, for information only
Item 9.D: Appointment of Voting Delegates for the 2026 League of California Cities Annual Conference (Kirkwood)
Recommendation:
Make the following Pismo Beach voting delegate appointments for the 2026 League of California Cities Annual Conference:
1. Primary Delegate: Council Member Scott Newton
2. Alternate Delegate #1: Mayor Pro Tempore Mary Ann Reiss
3. Alternate Delegate #2: Assistant City Manager Silas Clarke
Item 9.E: Encroachment Agreement to Allow a Retaining Wall and Concrete Pavers in the City Right-of-Way along Ocean
Boulevard (Gaglione)
Recommendation:
Authorize the City Manager to execute, and the City Clerk to record, an Encroachment Agreement for 728 Ocean Boulevard to allow a retaining wall and concrete pavers in the City right-of-way.
Item 9.F: Designation of Price Canyon Road as a Safety Corridor (Gaglione)
Recommendation:
Adopt a Resolution designating Price Canyon Road as a Safety Corridor per California Vehicle Code 22358.7 and adopting a speed limit of 35 miles per hour from the US Highway 101 Bridge to 600 feet north of Solar Way and a speed limit of 40 miles per hour from 600 feet north of Solar Way to the City limit.
Legislative Record: Resolution R-2026-062 adopted.
Council Agenda 9-1-2026 9.A-4
Attachment 1
Packet Page 5
Item 9.G: Amendment #1 with Wallace Group for the Shell Beach Shared Use Path Extension Project (Gaglione)
Recommendation:
Adopt a Resolution authorizing the City Manager to execute Amendment #1 to the Agreement with Wallace Group for the Shell Beach Shared Use Path Extension Project to incorporate additional scope under the existing contract cost.
Legislative Record: Resolution R-2026-063 adopted.
10. ITEMS PULLED FROM CONSENT
None.
11. PUBLIC HEARINGS
None.
12. BUSINESS ITEMS
Item 12.A: Review of Information Technology (IT) Project Updates (Feeser)
Recommendation:
No action required; information only.
Presenting staff:
Jorge Garcia, City Manager
Jason Takagi, IT Manager
Supplemental material submitted into the record.
Call for public comment: No comment.
Action: No action.
13. CITY COUNCIL COMMENTS AND REQUESTS
The Council commended Tourism and Events Director Gordon Jackson for his service.
Consensus to direct staff to return with an agenda item allowing the Council to consider renaming Palisades Park to Mary Ann Reiss Park.
Council Agenda 9-1-2026 9.A-5
Attachment 1
Packet Page 6
14.ADJOURNMENT
At 6:25 p.m.
APPROVED: ATTEST:
________________________________ ________________________________ Ed Waage, Mayor Erica Kirkwood, City Clerk
Council Agenda 9-1-2026 9.A-6
Attachment 1
Packet Page 7
PISMO BEACH CITY COUNCIL STAFF REPORT
Agenda Item #9.B
September 1, 2026
TITLE:
Payroll Register and Register of Demands
RECOMMENDATION:
1. Approve the Summary of Payroll Register for August 9, 2026;
2. Approve the Register of Demands for August 7, 2026, and August 14, 2026.
DISCUSSION:
Attached are the Summary of Payroll Register(s) and Register(s) of Demands (Check Registers) noted above, provided for Council approval.
FISCAL IMPACT:
As demonstrated in the attached payroll and check registers.
ATTACHMENTS:
1.Payroll Summary
2. Registers of Demands
Submitted by:
Nadia Feeser, Administrative Services Director/City Treasurer City Manager Approval:
Council Agenda 9-1-2026 9.B-1
Packet Page 8
FOR PERIOD ENDING 08/09/26
CHECKS DATED 08/14/26
PAYROLL CHECKS AND DIRECT DEPOSIT TRANSACTIONS
Checks 577326-577329 4
ACH 150
EARNINGS
REGULAR 479,098.29
HOLIDAY 6,310.89
OVERTIME (Includes Comp Time Payouts)34,328.24
Administration -
Building -
Conference & Visitors Bureau -
Police Department 24,862.01
Parking -
Planning 69.78
Fire 2,153.84
Recreation -
Public Works 766.05
Water 3,196.12
Wastewater 3,280.44
Motor Vehicles -
Subtotal-Overtime 34,328.24$
SALARY ADJUSTMENTS -
TRAINING / UNIFORM ALLOWANCE 1,343.96
OTHER EARNINGS 11,011.91
$532,093.29
LESS AUTHORIZED PAYROLL DEDUCTIONS
FEDERAL WITHHOLDING TAX 51,567.84
FICA & MEDICARE 40,384.26
STATE INCOME TAX 21,050.34
STATE DISABILITY INSURANCE 6,684.16
GARNISHMENTS 2,059.83
HEALTH 4,037.28
SUPPLEMENTAL DISABILITY 1,207.67
SECTION 125 3,403.32
PERS 44,768.11
DEFERRED COMPENSATION 15,820.55
ADDITIONAL LIFE INSURANCE 345.01
UNION DUES 2,541.37
PISMO ATHLETIC CLUB 495.00
OTHER -
NET PAYROLL $337,728.55
DIRECT DEPOSIT DEDUCTION 333,417.76
NET PAYROLL AFTER ACH DEPOSIT 4,310.79
SUMMARY PAYROLL REGISTER
Council Agenda 9-1-2026 9.B-2
Attachment 1
Packet Page 9
ACH/Vendor Check
Check#Number
138262 10446
138263 12275
138264 11219
138265 11882
138266 15324
138267 15339
138268 10435
138269 14119
138270 10824
138271 11392
138272 10028
138273 13269
138274 15333
138275 10074
138276 14766
138277 12488
138278 UB*01297
138279 10085
138280 15107
138281 15136
138282 14106
138283 UB*01296
138284 14146
138285 12516
138286 14202
138287 15338
138288 12307
138289 11469
138290 10746
138291 13586
138292 15214
138293 10398
138294 15327
138295 11977
138296 15326
138297 11833
138298 15300
138299 12096
138300 UB*01298
138301 13361
138302 15337
138303 12960
138304 14739
138305 15336
138306 10097
138307 13964
138308 14742
138309 10039
138310 15066
138311 12514
138312 UB*01299
138313 14857
138314 12335
138315 10452
138316 14849
138317 15329
138318 UB*01300
138319 11266
138320 13516
138321 13994
138322 11168
138323 14853
City of Pismo Beach
Final Disbursement List Check Date 08/07/2026
US BANK
Council Agenda 9-1-2026 9.B-3
Attachment 2
Packet Page 10
ACH/Vendor Check
Check#Number
138324 10913 Siteone Landscape Supply LLC 611.35 Maintenance Supplies 138325 10093
138326 10533
138327 15334
138328 14821
138329 14931
138330 13392
138331 13741
138332 12249
138333 15116
138334 12132
138335 15332
138336 15331
138337 15330
Total:162,492.75$
Council Agenda 9-1-2026 9.B-4
Attachment 2
Packet Page 11
ACH/Vendor Check
Check#Number
ACH 10002
ACH 11208
ACH 11305
ACH 12260
ACH 12305
ACH 12708 766.25
ACH 12944
ACH 13455
ACH 15290
ACH 15291
138338 10434
138339 12275
138340 15188
138341 12624
138342 12623
138343 13278
138344 12625
138345 15251
138346 15271
138347 14363
138348 14832
138349 14865
138350 10293
138351 10367
138352 10435
138353 12118
138354 14414
138355 14771
138356 14995
138357 14889
138358 11451
138359 14415
138360 14658
138361 14903
138362 11585
138363 12628
138364 12320
138365 11222
138366 11469
138367 15343 Donna Eschen 600.00
138368 14206
138369 11917
138370 15213
138371 15345
138372 13486
138373 12168
138374 15276
138375 12554
138376 15327 Grateful Adventures 1,256.00
138377 13588
138378 14619
138379 10377
138380 10149
138381 14043
138382 15340
138383 15341 Samantha Infanto 108.00
138384 12255
138385 11547
138386 10760
138387 11833
City of Pismo Beach
Final Disbursement List Check Date 08/14/2026
US BANK
Council Agenda 9-1-2026 9.B-5
Attachment 2
Packet Page 12
ACH/Vendor Check
Check#Number
138389 14277 Kyle Laughlin 317.00 M&IE: IACP Impaired Driving & Traffic Safety Conf. 8/20-8/23/26 138390 15021
138391 14416
138392 15187
138393 10656
138394 13361
138395 12279
138396 14042
138397 14739
138398 10097
138399 14742
138400 15335 Heather Mulholland 108.00
138401 11172
138402 14878
138403 14343
138404 10728
138405 12315
138406 15344 Eloy Pando 3,619.42
138407 14102
138408 14550
138409 10633
138410 10673
138411 12022
138412 12335
138413 13198
138414 12613
138415 11003
138416 15060
138417 11266
138418 12108
138419 13994
138420 14877
138421 13913
138422 12570
138423 10576
138424 14387
138425 12290
138426 13506
138427 13530
138428 12629
138429 13243
138430 14015
138431 14821
138432 12900
138433 13741
138434 14034
138435 15245
138436 13678
138437 11997
Total:933,901.70$
Council Agenda 9-1-2026 9.B-6
Attachment 2
Packet Page 13
PISMO BEACH CITY COUNCIL STAFF REPORT
Agenda Item #9.C
September 1, 2026
TITLE:
Monthly Investment Transaction Report of the City’s Cash and Investments for June 2026 of Fiscal Year 2026
RECOMMENDATION:
No action recommended; for information only.
DISCUSSION:
This report updates the City Council on the City of Pismo Beach’s monthly transactions of the City’s investment portfolio for the month ending June 30, 2026. California Government Code Section 53607 states that if the authority of the legislative body to invest or reinvest funds for the City is delegated to the City Treasurer, the City Treasurer shall make a monthly report of those transactions to the legislative body. Pursuant to Government Code Section 6505.5, this information is being provided here to the Pismo Beach Public Financing Authority, the Pismo Beach Public Financing Agency, and the Central Coast Blue Regional Recycled Water Authority, through the members of the City Council who sit on those boards.
The attached report includes all transactions of the City’s investments managed by the City, including funds invested in various securities and the City’s pooled funds invested in various financial instruments.
•Attachment 1 provides a summary of the City’s cash, investments, and monthly interest earnings based on book value as of June 30, 2026. •Attachment 2 provides details on the investment transactions for the General Fund Reserve and City Pooled Funds A (for deferred capital projects), including: purchases or deposits; sales, maturities, calls or withdrawals; and interest earnings. •Attachment 3 provides details of the monthly transactions by fund for City Pooled Funds B (for current year expenditures) for the month ending June 30, 2026.
FISCAL IMPACT:
No fiscal impact from the report itself—information only.
ATTACHMENTS:
1.Summary Table for ALL Funds, including Book Values and Earnings Data for Investments in Other Financial Instruments
2.For the General Fund Reserve and City Pooled Funds A—Transactions on Investments in Securities
3.For City Pooled Funds B—Summary of monthly transactions by fund Prepared by: Vanessa Garris, Finance Manager
Submitted by: Nadia Feeser, Administrative Service Director / City Treasurer City Manager Approval:
9.C-1Council Agenda 9-1-2026
Packet Page 14
* Data Sources
Total All Securities 59,531,993$ 148,745$ 1,703,650$ City Pooled Funds - B 35,094,601$ 172,117$ 1,151,187$ City Pooled Funds total A + B 85,102,809$ 280,257$ 2,578,241$ CalPERS Benefit Trust
TOTAL, Cash and Investments at June 30, 2026:102,475,008$ 907,951$ 4,730,665$ TOTAL for City Managed Portfolio, Cash and Investments:94,626,593$ 320,862$ 2,854,836$ Notes:
* Data Sources for Book Values and Actual Interest Earned:
Attachment 1: Summary Table for All Funds,
including Book Values and Earnings Data for Investments in Other Financial Instruments
9.C-2Council Agenda 9-1-2026
Attachment 1
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Attachment 2: For the General Fund Reserve and City Pooled Funds A Transactions on Investments in Securities
June 30, 2026
INVESTMENT ACTIVITY
PURCHASES OR DEPOSITS
06/04/26 Purchase FHLMC Multiclass Mtg 591,408$
06/05/26 Purchase US Treasury 509,902
06/08/26 Purchase Mastercard 594,931
06/18/26 Purchase Nvidia 404,231
06/25/26 Purchase US Treasury 1,394,359
06/25/26 Purchase US Treasury 1,390,044
Total 4,884,875$
SALES, MATURITIES, CALLS OR WITHDRAWALS
06/04/26 Sold Caterpillar Finl Svcs 215,086$
06/16/26 Sold US Treasury 395,682
06/24/26 Matured FHLB 2,000,000
06/25/26 Paid Down FHLMC Multiclass Mtg 651
06/25/26 Paid Down FHLMC Multiclass Mtg 8,981
06/25/26 Paid Down FHLMC Multiclass Mtg 8,235
06/25/26 Paid Down FHLMC Multiclass Mtg 284
06/25/26 Paid Down FHLMC Multiclass Mtg 60
06/25/26 Paid Down FHLMC Multiclass Mtg 344
06/25/26 Paid Down FHLMC Multiclass Mtg 815
06/25/26 Paid Down FHLMC Multiclass Mtg 11,235
06/25/26 Paid Down FNMA Gtd Remic 156
06/25/26 Paid Down FNMA Gtd Remic 12,813
06/25/26 Paid Down FNMA Gtd Remic 629
06/25/26 Paid Down FNMA Gtd Remic 70,437
Total 2,725,407$
ACTIVITY TOTAL 2,159,468$
INTEREST REVENUE
GENERAL FUND RESERVE INVESTMENTS
40,605$
POOLED INVESTMENTS
Interest Earned on Investments 108,140$
TOTAL INTEREST EARNED 148,745$
Data Source: Monthly Download of Transactions from US Bank
9.C-3Council Agenda 9-1-2026
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Attachment 3: For City Pooled Funds B - Summary of monthly transactions by fund Bank Account Proof of Cash for the month ending:6/30/2026 Bank Account Description Bank ID Beginning Balance Cash Receipts Disbursements Transfers-In Transfers-Out Ending Balance Total all Bank Accounts 33,134,752$ 6,101,406$ (4,325,291)$ -$ -$ 34,910,867$ Fund Description Fund # Beginning Balance Cash Receipts Disbursements Transfers-In Transfers-Out Ending Balance General Fund
Special Revenue Funds
Capital Projects Funds
9.C-4Council Agenda 9-1-2026
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Attachment 3: For City Pooled Funds B - Summary of monthly transactions by fund Bank Account Proof of Cash for the month ending:6/30/2026 Fund Description Fund # Beginning Balance Cash Receipts Disbursements Transfers-In Transfers-Out Ending Balance Debt Service Funds
Enterprise Funds
Internal Service Funds
Trust & Agency Funds
Control Funds
Total all cash funds 33,134,752 6,084,910 (4,308,795) - - 34,910,867
9.C-5Council Agenda 9-1-2026
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Attachment 3: For City Pooled Funds B - Summary of monthly transactions by fund Bank Account Proof of Cash for the month ending:6/30/2026 Fund Description Fund # Beginning Balance Cash Receipts Disbursements Transfers-In Transfers-Out Ending Balance
INVESTMENTS
General Fund
Special Revenue Funds
Capital Projects Funds
9.C-6Council Agenda 9-1-2026
Attachment 3
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Attachment 3: For City Pooled Funds B - Summary of monthly transactions by fund Bank Account Proof of Cash for the month ending:6/30/2026 Fund Description Fund # Beginning Balance Cash Receipts Disbursements Transfers-In Transfers-Out Ending Balance
INVESTMENTS
Debt Service Funds
Enterprise Funds
Internal Service Funds
CalPers Benefit Trust
Total all Investments 69,480,306$ (1,916,165)$ -$ -$ -$ 67,564,141$ Total all Funds 102,615,058$ 4,168,745$ (4,308,795)$ -$ -$ 102,475,008$
9.C-7Council Agenda 9-1-2026
Attachment 3
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PISMO BEACH CITY COUNCIL STAFF REPORT
Agenda Item #9.D
September 1, 2026
TITLE:
Fiscal Year 2026 Fourth Quarter Financial Status Report RECOMMENDATION:
No action recommended; for information only.
EXECUTIVE SUMMARY:
This report updates the City Council on the City’s financial status for the fiscal year ending on June 30, 2026, based on preliminary actual revenues and expenditures during Fiscal Year (FY) 2026.
The City of Pismo Beach’s financial outlook remains stable, with fund balances at sufficient levels. The General Fund’s unassigned ending balance for FY 2026 is estimated at $11.30 million, a decrease of $0.59 million compared to FY 2025. This decline is largely due to the planned use of fund balance for capital projects, including the Public Safety Facility, as well as a $1.0 million discretionary payment to CalPERS to reduce the City’s unfunded pension liability, offset by a $3.67 million operating surplus.
For most of the City’s other funds, revenues and expenditures are projected to be on budget and the ending fund balances are in line with the FY 2027 Adopted Budget beginning fund balances. In all the other funds, there are sufficient fund balances and projected revenues to cover projected expenditures.
The following sections provide details of the General Fund financial picture, followed by a summary and highlights of the City’s other funds.
I.General Fund Budget Summary
In summary, based on preliminary and projected actual revenues and expenditures during FY 2026, the General Fund is projected to end FY 2026 with an $11.30 million unassigned fund balance. The FY 2026 projected $11.30 million ending unassigned fund balance is $0.85 million greater than the FY 2026 Revised Budget. This increase is attributable to an additional $1.43 million in operating revenues and $2.22 million in net operating expenditures savings compared to the Revised Budget, offset by $2.81 million in fewer one-time revenues.
The unassigned fund balance is used to support operations and pay for future one-time investments included in the FY 2027 budget and in the 10-year Capital Improvement Plan.
In addition to the General Fund unassigned fund balance, the General Fund includes the Budget Stabilization Reserve set-aside of $2.00 million.
Table 1 is a summary of the FY 2025 actuals and the FY 2026 General Fund revised budget, projected actuals, and a variance comparing the budget to projected actuals.
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Table 1: FY 2026 General Fund Budget Summary
II. General Fund Beginning Fund Balance
The General Fund beginning fund balance is comprised of two different components:
• The unassigned fund balance, which are funds that are not committed for any specific purpose and could be used for various one-time projects, and • The committed or carryforward fund balance, which are funds that are committed for a specific budgeted use.
As illustrated in Table 2, the FY 2026 Adopted Budget General Fund beginning fund balance was projected to be $10.67 million. Based on changes during FY 2025 and carrying forward fund balance to cover previously budgeted but not-yet-spent expenditures, the fund balance is revised to $26.25 million. This includes $11.00 million of unassigned fund balance and $15.24 million of carryforward fund balances.
Table 2: FY 2026 General Fund, Beginning Fund Balance
($ thousands)
Unassigned Fund Balance 9,619$ 11,005$ 11,005$ -$ Committed Fund Balance 15,020 15,244 15,244 - a Beginning Fund Balance 24,639 26,249 26,249 - b Operating Revenues 35,425 35,332 36,765 1,433 c Operating Expenditures 29,014 35,318 33,098 (2,220) d = b - c
e One-time Revenues 340 3,683 878 (2,805) f One-time/Capital Expenditures 4,077 17,244 2,577 (14,667) g = a+d+e-f
Committed Fund Balance 15,244 - 14,667 14,667 Contribution to Reserves (1,822) 245 245 - Budget Stabilization Set-Aside 2,000 2,000 2,000 - Unassigned Fund Balance 10,674$ 331$ 11,005$
Capital Funds Carryforward 14,506 14,506
Purchase Orders Carryforward 637 637
Prepayment Carryforward 101 101
Total Fund Balance 10,674$ 15,575$ 26,249$
$15,244
Carryforward
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III. General Fund Reserve
The City maintains various General Fund reserves totaling $9.76 million for emergency operations, building depreciation, and risk management. These reserves are crucial in order to avoid disrupting the City’s operations following unanticipated events. The reserves are shown in Table 3, followed by a summary of each reserve.
Table 3: General Fund Reserves
General Fund 25% Reserve $9,013
City Building Reserve 500
Risk Management Reserve 250
General Fund 25% Reserve
The City has adopted a fiscal policy to fund a General Fund Reserve of 25% of General Fund budgeted annual operating expenditures for FY 2026. The General Fund reserve should be equal to $8.83 million, which is 25% of the total FY 2026 budgeted annual operating expenditures of $35.32 million. Currently, the General Fund Reserve is $9.01 million, of which $8.77 million is invested in various securities and $239 thousand is pending investment. This reserve allows the City to maintain its operations for a few months in the event that an emergency or disaster impacts the City’s finances, and can also be used for emerging opportunities. The City Treasurer will be investing an additional $245 thousand during FY 2027 to fully fund the General Fund Reserve, to account for the FY 2027 operating budget.
City Building Reserve
The City Council created a City Building Reserve of $500 thousand, for the maintenance and upkeep of City facilities and buildings, particularly if funds are not available. This amount is equal to five years of annual depreciation on City-owned buildings.
Risk Management Reserve
The City Council established a Risk Management Reserve, contributing $50 thousand each year to the budget for unanticipated risk management costs. This reserve has a balance of $250 thousand, which is the maximum contribution level.
IV. General Fund Revenues
The FY 2026 Revised Budget includes total revenues of $39.02 million, with actual revenues anticipated to reach $37.64 million, which is $1.37 million less than budgeted.
Compared to FY 2025, the FY 2026 projected actual revenues are expected to increase by $1.88 million, or 5.2%. This year-over-year increase is primarily driven $1.09 million more permit revenues compared to the previous year and an additional one-time $1.00 million to reflect transferring this amount from the Payroll Clearing Fund surplus workers compensation balance to offset the $1.00 million one-time prepayment of the CalPERS Unfunded Accrued Liability payment, offset by decreases in Other Revenues ($314 thousand). Table 4 provides a summary of the General Fund revenue budget alongside Council Agenda 9-1-2026 9.D-3
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the projected actual revenues for FY 2026. This is followed by a detailed review of the top three revenue sources for FY 2026, as well as a discussion on significant variances between FY 2026 projected revenues and FY 2025 actual figures.
Table 4: FY 2026 General Fund Revenue Budget and Projected Actuals
• Transient Occupancy Tax (TOT) revenues are projected to fall $94 thousand short of the budget and $176 thousand, or 1.2%, below the previous year’s revenues. TOT revenues are collected from an 11% tax on rent charged by lodging businesses for stays of 30 consecutive days or less. The projected decrease in TOT revenues is primarily due to several hotels undergoing renovations that are either fully or partially closed, as well as the impact of rainy weather on travel in November 2025. Chart 1 further illustrates actual FY 2026 TOT revenues collected in comparison to FY 2025.
($ thousands)
Revenue Category
Transient Occupancy Tax 15,180$ 15,097$ 15,003$ (94)$ (176)$ -1.2% 39.9% Property-Related Taxes 7,740 7,655 8,023 368 283 3.7% 21.3% Sales and Use Tax 4,096 3,974 3,939 (34) (157) -3.8% 10.5% Other Revenues 4,015 2,863 3,701 837 (314) -7.8% 9.8% Transfers In 1,126 2,100 1,870 (230) 745 66.2% 5.0% Permits 1,184 1,811 2,271 460 1,087 91.9% 6.0% Other Taxes 1,274 1,271 1,312 41 39 3.0% 3.5% Departmental Revenues 357 293 308 15 (49) -13.7% 0.8% Fees, Grants, Intergovernmenta 454 267 337 70 (118) -25.9% 0.9% Total Operating Revenues 35,425$ 35,332$ 36,765$ 1,433$ 1,339$ 3.8% 97.7% One-time Revenues 340 3,683 878 (2,805) 538 158.1% 2.3% Total Revenues 35,766$ 39,015$ 37,642$ (1,372)$ 1,877$ 5.2% 100.0% Council Agenda 9-1-2026 9.D-4
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Chart 1. TOT Revenues FY 2026 compared to FY 2025
According to data from Smith Travel Research Inc., which provides competitive benchmarking for the hotel industry, occupancy rates increased slightly by 1.5% and average daily room rates increased by 2.5% in FY 2026 compared to FY 2025.
However, there were a few lodging properties that were closed for renovations, offsetting these increases.
• Property-related tax revenues are projected to be $368 thousand greater than budget and $283 thousand, or 3.7%, greater than previous year’s property-related tax revenues. There are two sources of property-related tax revenues:
o Property Tax Assessed Value revenues: equivalent to 1% of assessed values. o Property Tax In-Lieu of Vehicle License Fees: 1% tax on the market value of a registered vehicle.
Assessed value cannot increase by more than 2.0% per year per Section 2 of Article XIIIA of the California Constitution. The property tax projected actuals are based on San Luis Obispo County Auditor-Controller’s office certified assessed values for the current year.
• Sales and Use Tax revenues are projected to be $34 thousand less than budget and $157 thousand, or 3.8%, less than the prior year. Sales and use tax revenues are made up of two sources:
o Bradley-Burns uniform sales and use tax, which is a 1.0% tax on taxable sales within the City.
o Public safety tax, which is a 0.5% tax on taxable sales for specified public safety purposes.
$-
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
TO
T
A
m
o
u
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t
FY 2025
FY 2026
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Based on actual sales tax receipts to date, the Bradley-Burns Uniform Sales and Use Tax is projected to be $38 thousand less than budget expectations, and fall short of the prior year’s revenues by $161 thousand. Using data from the City’s sales tax consultant and actual revenues collected so far, City staff estimates that Bradley- Burns sales and use tax revenues will total $3.81 million. Chart 2 illustrates sales tax revenues received in FY 2025 and FY 2026 by the month in which the sales tax was collected.
Chart 2. Bradley Burns Sales Tax Revenues FY 2026 compared to FY 2025
The public safety sales tax revenues are budgeted at $123 thousand in FY 2026 and are anticipated to be $3 thousand greater than budget. This FY 2026 projected amount is $4 thousand greater than the FY 2025 public safety sales tax revenues.
In summary, sales and use tax revenues are projected to be $34 thousand less than budget and $157 thousand, or 3.8%, less than the prior year.
• Other Revenues are projected to come in $837 thousand greater than budget but $314 thousand, or 7.8%, lower than the previous year. This category includes fines and forfeitures, interest earnings, rents and leases, various service fees, and other miscellaneous revenue sources. The year-over-year decrease is primarily attributable to several one-time items recorded in FY 2025 that will not recur in FY 2026, including a $411 thousand legal settlement and a $515 thousand investment valuation gain reflecting the difference between original cost and fair market value. These decreases are partially offset by a projected $268 thousand increase in charges to other funds and $153 thousand more interest earnings in FY 2026 compared to FY 2025.
• Permits are projected to be $460 thousand greater than budget and $1.09 million, or
91.9%, greater than the prior year. This additional $1.09 million compared to FY 2025 $-
$100,000
$200,000
$300,000
$400,000
$500,000
$600,000
Sa
l
e
s
T
a
x
A
m
o
u
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t
FY 2025
FY 2026
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includes numerous one-time developments, including Shell Beach Road at Beachcomber, the Gateway project on Price Street, hotels, and other commercial and multi-family developments.
• Transfers In from other funds are projected to be $230 thousand less than budget and $1.09 million, or 66.2%, greater than the prior year. The year-over-year increase is primarily due to an additional $1.00 million to reflect transferring this amount from the Payroll Clearing Fund surplus workers compensation balance to offset the $1.00 million one-time prepayment of the CalPERS Unfunded Accrued Liability payment.
V. General Fund Expenditures
The FY 2026 Revised Budget expenditures total $52.56 million and projected actual expenditures total $35.68 million. Operating expenditures are projected to be $2.21 million less than the Revised Budget for FY 2026. One-time capital costs are projected to be $14.67 million less than budget largely attributable to the timing of cash flow for the Public Safety Facility project and the Ventana Sports Courts project that are anticipated to continue beyond FY 2027. These savings will be carried forward to next fiscal year and do not contribute to an increase in fund balance. Table 5 provides a summary of the General Fund expenditure budget alongside the projected actual expenditures for FY 2026.
Table 5. FY 2026 General Fund Expenditure Budget and Projected Actuals
($ thousands)
Expenditure Category
Salaries & Wages 9,606$ 10,916$ 10,400$ 516$ 29.2% Benefits 5,585 6,582 6,447 135 18.1% Professional Services 3,995 5,294 4,819 474 13.5% Contract Services 3,330 4,005 3,382 624 9.5% Debt Service 1,934 2,808 2,802 5 7.9% Operations & Maintenance 1,846 2,170 1,755 414 4.9% Other Expenses 1,561 1,854 1,883 (29) 5.3% Transfers Out 740 1,157 1,159 (2) 3.2% Retiree Medical Insurance 182 279 206 74 0.6% Other Financing Uses 206 187 190 (3) 0.5% Capital Projects 31 67 56 12 0.2% Total Operating Expenditures 29,014$ 35,318$ 33,098$ 2,208$ 92.8% One-time Capital Costs 4,077 17,244 2,577 14,667 7.2% Total Expenditures 33,091$ 52,562$ 35,675$ 16,875$ 100.0% Council Agenda 9-1-2026 9.D-7
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VI.General Fund Contingency Budgets
General Contingency
The FY 2026 Adopted Budget included $500 thousand in the General Fund general contingency account that may be used for various one-time items that come up during the year. Of this amount, $108 thousand of this appropriation was allocated for the following purposes and the remaining $392 thousand was de-appropriated as outlined in Table 6, leaving $0 thousand remaining.
Table 6. FY 2026 General Fund Contingency Budget
Council Contingency
The FY 2026 Adopted Budget also includes a $5 thousand City Council contingency appropriation that may be used for various one-time items that come up during the year.
None of this contingency was allocated in FY 2026.
VII.Next Level Budget
The FY 2026 Adopted Budget included $200 thousand in the General Fund non- department contract services account that may be used for various “next-level” contract services. This amount was transferred to support various Public Works Facilities Division contract services.
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VIII. Other Funds
Table 7 reflects fund balance, projected revenue, and projected expenditure activity in the City’s other funds. For most funds, revenues and expenditures are projected to be on budget and the ending fund balances are in line with the FY 2027 Adopted Budget beginning fund balances.
Table 7. Other Funds
A B C D = B - C E = A + D F G = E - F
Fund
Type Fund Fund Title
Beginning
Fund Balance
Projected
Actual
Revenue
Projected Actual
Expenditure Net Rev - Exp
Projected
Ending Fund
Balance Carryforward
Unrestricted
Fund Balance
General Operating Funds
1001 General Fund 26,248,733 37,642,395 35,675,024 1,967,371 28,216,103 14,667,147 13,303,810 1002 Transaction Sales Tax Fund 6,213,697 4,179,041 1,262,267 2,916,774 9,130,471 5,906,143 3,224,328 Special Revenue Funds
2001 Gas Tax Fund 415,924 454,214 142,364 311,850 727,774 149,994 577,780 2002 Local Transportation 551,287 105,544 5,915 99,629 650,916 - 650,916 2003 PEG Fund 144,882 35,259 8,139 27,120 172,003 27,774 144,229 2004 Grants-NonCapital 159,648 206,634 290,948 (84,314) 75,334 - 75,334 2005 Housing In-Lieu Fee 624,286 4,766,839 4,573,104 193,735 818,021 - 818,021 2006 LBID Operations 594,006 1,445,555 1,529,225 (83,670) 510,336 - 510,336 2006 LBID Improvements 2,962,756 1,445,555 202,434 1,243,121 4,205,877 2,395,397 1,810,480 2007 Chapman Estate 5,781 28,058 31,962 (3,904) 1,877 - 1,877 Capital Project Funds
3001 Capital Projects 26,384,359 3,616,333 29,018,784 (25,402,451) 981,908 981,908 - 3002 Public Facilities Fund 957 31 - 31 987 - 987 3003 Park Development Fund 319,803 29,191 33,551 (4,360) 315,444 82,196 233,248 3101 Circulation Fees 621,728 90,493 12,786 77,707 699,435 - 699,435 3102 Impact Fees 314,716 110,649 936 109,713 424,429 166,523 257,906 3103 Developer Impact Fee 65,179 5,882 - 5,882 71,061 - 71,061 3201 Underground Utility Fnd 18,003 582 - 582 18,584 - 18,584 Debt Service Funds
4001 PFA Debt Service - - - - - - - 4002 PF Agency Debt 900 3,923,429 2,879,653 1,043,776 1,044,676 - 1,044,676 4101 Reass 92-1 Fwy Fthlls 833 27 - 27 860 - 860 4102 Spyglass 92-4 13,867 448 - 448 14,315 - 14,315 Enterprise Funds
6101 Water Enterprise 12,380,908 6,746,795 7,065,535 (318,740) 12,062,168 12,062,168 - 6102 Water Tax (Lopez/State)668,445 2,727,099 1,675,258 1,051,841 1,720,286 1,720,286 - 6103 Water Construction Fund 1,824,652 452,443 187,517 264,926 2,089,578 2,089,578 - 6104 Water Expansion Fund 692,250 105,718 - 105,718 797,969 797,969 - 6105 Water Central Coast Blue 3,313.57 7,505 10,818 (3,314) - - Water Enterprise Funds 15,569,570 10,039,559 8,939,128 1,100,432 16,670,001 16,670,001 - 6201 Wastewater Treatment 6,228,768 6,654,270 6,802,177 (147,907) 6,080,861 6,080,861 - 6202 Wastewater Capital Proj 2,070,776 1,597,115 1,498,435 98,680 2,169,456 2,169,456 - 6203 Wastewater Expansion 1,736,936 207,759 - 207,759 1,944,695 1,944,695 - 6204 Wastewater Central Coast 6,729.86 15,240 21,970 (6,730) - - Wastewater Enterprise Fun 10,043,210 8,474,384 8,322,583 151,801 10,195,011 10,195,011 - 6401 Pier Enterprise - 74,676 74,337 338 338 338 - 6501 Parking Enterprise 2,349,888 3,694,320 1,923,047 1,771,272 4,121,160 4,121,160 - Internal Service Funds
7101 Technology Service Fund 756,938 2,513,259 1,858,197 655,062 1,412,000 - 1,412,000 7201 Motor Vehicle Fund 4,617,476 2,240,745 1,205,902 1,034,843 5,652,319 642,499 5,009,821 Council Agenda 9-1-2026 9.D-9
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Highlights of Other Funds
Transaction Sales Tax Fund (1002)
The Transaction Sales Tax Fund includes a 1.00% transaction sales and use tax that became effective April 1, 2025. This is the third local measure for a transaction sales and use tax, approved by the voters as part of Measure F-24 at the November 2024 election.
Measure F-24 includes a 12-year sunset clause and will expire on March 31, 2037. Prior to this local measure, the first local measure for a 0.50% transaction sales and use tax was effective October 1, 2008, that included a six-and-one-half-year sunset clause and expired on March 31, 2015. On November 4, 2014, the voters approved another Measure, Measure I, the 0.50% transaction sales and use tax to be effective April 1, 2015 and was set to sunset on March 31, 2026. The tax proceeds are used exclusively for infrastructure projects.
This fund started the year with a $6.21 million beginning fund balance (after including carryforward fund balances). Projected actual revenues are $4.18 million. Projected actual expenditures are $1.26 million. After carrying forward $5.91 million to FY 2027, there is a $3.22 million projected ending fund balance in this fund. Table 8 lists the budgeted projects and projected actuals in this fund for FY 2026.
Table 8: Transaction Sales Tax Fund FY 2026 Budgeted Projects and Projected Actuals
Gas Tax Fund (2001)
The Gas Tax Fund is a Special Revenue Fund whose revenues include State gas tax funds based on the State’s apportionment formula. These funds are used for City street Projects FY 2026 Budget
FY 2026 Projected
Actuals
Total $ 7,168,410 $ 1,262,267
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light costs, City traffic signal maintenance costs, and street repairs and/or capital improvements. This fund started the year with a $416 thousand beginning fund balance (after including carryforward fund balances). Projected actual revenues are $454 thousand and projected actual expenditures are $142 thousand for the streets and overhead costs. Based on the projected revenues and expenditures for the current year, after accounting for a $150 thousand carryforward of the Signalize Bello/Price Canyon Road project, there is a $578 thousand projected ending fund balance in this fund.
Local Transportation Fund (2002)
The Local Transportation Fund is a Special Revenue Fund whose funds are used for construction and maintenance of streets, bluff protection, and beach access. Revenues for this fund consist of State Transportation Development Act funds, which remain after funds are allocated for regional transit, local transit, and Ride-on services. Projected actual revenues are $106 thousand and projected actual expenditures are $6 thousand.
Based on the projected revenues and expenditures for the current year, there is a $651 thousand projected ending fund balance for this fund.
Public Education Government Fund (2003)
The Public, Educational, and Governmental (PEG) Access Fee Fund includes revenues from a PEG Access Fee collected from cable television providers (i.e. Charter Communications) with franchise operations within city limits. Expenditures include capital costs related to governmental cable broadcasting and equipment. Based on projected revenues of $35 thousand and projected expenditures of $8 thousand, the PEG Fund is expected to end the year with a $144 thousand fund balance.
Housing In-Lieu Fund (2005)
The Housing In-Lieu Fund is a Special Revenue Fund with revenues from a development impact fee paid to the City as an alternative to the production of affordable housing (housing in-lieu fee). These funds are used for the acquisition, construction, or rehabilitation of affordable housing. The fund is projected to have $818 thousand available by the end of the year for this purpose.
Lodging Business Improvement District Fund (2006) Operations The Pismo Beach Lodging Business Improvement District (LBID) Fund for operations reflects a 1% assessment on transient rents at transient lodging providers as revenues and budgeted expenditures to promote Pismo Beach lodging businesses. The LBID Fund started the year with a $594 thousand beginning fund balance. City staff projects that LBID assessment revenues and interest earnings will be $1.45 million. Operating expenditures are projected at $1.53 million. The fund is expected to end the year with a $510 thousand unrestricted fund balance.
LBID Fund (2006) Improvements
The LBID Fund for improvements includes a 1% assessment for physical improvements, in particular the Pier Plaza project. The LBID Fund started the year with a $2.96 million beginning fund balance. City staff projects that LBID assessment revenues and interest earnings will be $1.45 million. Expenditures include $202 thousand for various projects, Council Agenda 9-1-2026 9.D-11
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including sponsorships of events, Holiday decorations, and the Butterfly Grove Trail Signage project. The fund is expected to end the year with a $1.81 million unrestricted fund balance, after carrying forward $2.40 million committed to projects. This amount, plus FY 2026 projected assessment revenues are anticipated to support future visitor- serving physical improvements. Table 9 lists the various visitor-serving projects supported by this fund.
Table 9: LBID2 Fund FY 2026 Budgeted Projects
Several LBID-funded improvement projects are experiencing delays. The Addie Street Restroom Improvements Project is on hold pending required State approvals. The Butterfly Grove crosswalk and trail signage improvements are awaiting Caltrans’ relinquishment of Highway 1; however, staff have begun design work. For the Butterfly Grove Trail Signage project, staff is awaiting delivery of the infographic signs before installing the remaining signs and medallions.
Park Development Fund (3003)
The Park Development Fund is a Capital Project Fund with Quimby Act (park development in-lieu) fees and Impact Fees as funding sources to support construction costs of new parks and park lands, and the enhancement of existing parks to serve new development. The fund started the year with $320 thousand and is projected to receive $29 thousand in impact fee and permit revenues. Projected actual expenditures total $34 thousand. After accounting for carryforward budgets to next fiscal year, the fund is expected to end the year with a $233 thousand ending fund balance.
Water Enterprise Fund (6101)
The Water Enterprise Fund is an Enterprise Fund consisting of revenues from water billings and expenditures for: contract meter reading; direct water services and supplies; on-going inspection, repair, and maintenance of the City’s wells, tanks, booster stations, LBID2 Improvements
FY 2026
Budget
FY 2026
Projected
Actuals
Total $ 2,667,835 $ 150,222
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hydro-pneumatic system, and water distribution system components; water conservation efforts; and ensuring that a safe, drinkable supply of water is provided to Pismo Beach residents and visitors. Water revenues are projected to be $6.75 million and expenditures are projected to be $7.07 million.
The projected ending fund balance for the Water Enterprise Fund is $12.06 million, which is allocated for future water system capital costs, including the Central Coast Blue project.
Note that the Water Enterprise Fund also includes the Water Tax, Water Construction, Water Expansion, and the Central Coast Blue Regional Recycled Water Authority Water Funds and the ending fund balance across all these funds is $16.67 million.
There is litigation over Lopez Lake/Lopez Dam, which centers on a lawsuit filed in August 2024 by several environmental groups alleging that San Luis Obispo County has operated the dam in violation of the Endangered Species Act—in particular by not releasing sufficient flows to support spawning of endangered coastal steelhead in Arroyo Grande Creek. As a result of this litigation, the County has passed on the majority of these costs to the participants in the Flood Control Zone 3, including Pismo Beach. As a result, there is an unknown amount of litigation costs that will be impacting the City’s Water Enterprise Funds and that amount is currently unknown pending the outcome of the legal fees.
Wastewater Treatment Fund (6201)
The Wastewater Treatment Fund is an Enterprise Fund consisting of revenues from wastewater billings and expenditures for direct services and supplies; operation and maintenance of the City’s wastewater treatment plant and the wastewater collection facilities including pumps and pipelines; and ensuring the City’s treatment and collection system operations meet City, federal, and state laws and requirements. Wastewater revenues are projected to be $6.65 million and expenditures are projected to be $6.80 million. The estimated ending fund balance is $6.08 million which is already allocated for other wastewater capital projects. Note that the Wastewater Treatment Funds also include the Wastewater Capital Fund, the Wastewater Expansion Fund, and the Central Coast Blue Regional Recycled Water Authority Wastewater Fund. The total combined ending fund balance across all these funds is $10.20 million.
Pier Enterprise Fund (6401)
The Pier Enterprise Fund includes revenues from a concession lease on the Pier and expenditures for repair and maintenance of the Pier, Promenade, and nearby facilities.
Projected revenues are $75 thousand, from revenues from the Pier Airstream and a transfer from the General Fund. Projected expenditures include $74 thousand for Pier and Pier Plaza operating costs. The Pier Enterprise Fund is expected to end the year with a $0 ending fund balance.
Parking Enterprise Fund (6501)
The Parking Enterprise Fund is an enterprise fund supported by revenues from parking kiosks, citations, and permits. These revenues fund staffing, including a Parking Supervisor and Parking Enforcement Officer, and support implementation of the Pismo Beach Parking Management Plan. The Fund is used to improve the efficiency of existing parking operations, enhance enforcement and management, expand downtown parking Council Agenda 9-1-2026 9.D-13
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availability, provide beautification of the paid parking area, and build reserves for future parking infrastructure, including potential parking structures. Revenues are projected to reach $3.69 million and operating expenditures are projected to be $1.92 million. As shown in Table 10, in addition to operating expenditures, the budget includes $657 thousand for one-time projects. Of these projects, staff projects that $328 thousand will be spent in FY 2026. The FY 2026 projected ending fund balance is $4.12 million.
Table 10: Parking Enterprise Fund FY 2026 Budgeted Projects and Projected Actuals Motor Vehicle Replacement Fund (7201)
The Motor Vehicle Replacement (MVR) Fund is an Internal Service Fund that funds the City’s motor vehicle operations and maintenance and motor vehicle replacements for various City departments. These costs are funded by accumulated fund balance, transfers from other funds, and motor vehicle rental charges to other funds. The MVR Fund started the year with a $4.62 million beginning fund balance. The FY 2026 projected ending fund balance is $5.01 million, which are accumulated funds necessary to fund future replacements.
Conclusion and Recommendation
Staff recommends that Council receive this report as information only.
FISCAL IMPACT:
There is no fiscal impact from receiving this report as it is information only.
ATTACHMENTS:
None
Submitted by: Nadia Feeser, Administrative Services Director City Manager Approval:
Projects
FY 2026
Budget
FY 2026 Projected
Actuals
Total 656,637$ 328,081$
Council Agenda 9-1-2026 9.D-14
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PISMO BEACH CITY COUNCIL STAFF REPORT
Agenda Item #9.E
September 1, 2026
TITLE:
Quarterly Investment Report for the Three Months of April through June 2026 – the Fourth Quarter of Fiscal Year (FY) 2026
RECOMMENDATION:
No action recommended; for information only.
EXECUTIVE SUMMARY:
This report updates City Council on the City’s investment portfolio as of the quarter ending on June 30, 2026. This report complies with regulations set forth in California State Government Code Section 53646 in which the City Treasurer is required to submit to the legislative body (City Council) a quarterly report containing various information on the City’s investments. Pursuant to Government Code Section 6505.5, this information is being provided here to the Pismo Beach Public Financing Authority, the Pismo Beach Public Financing Agency, and the Central Coast Blue Regional Recycled Water Authority, through the members of the City Council who sit on those boards.
The report includes all investments managed by the City, including funds invested in various securities, the City’s pooled funds invested in various financial instruments, and funds held in reserve with fiscal agents.
•Table A (Attachment 1) provides a summary of the City’s cash, investments, and earnings based on book value as of June 30, 2026.
•Tables B and C (Attachments 2 and 3) provides details on the investment type, issuer, maturity date, book value, market value, and interest rates as of June 30, 2026 for the General Fund Reserve and City Pooled Funds A, respectively.
All of the City’s investments and the City’s allocation of funds in the various financial instruments comply with State Government Code Sections 53610—53686 and with the City’s Investment Policy’s primary objective to safeguard the principal. Additionally, the City of Pismo Beach’s invested funds as described in this report comply with the City’s Investment Policy and meet the City’s pooled expenditure requirements for the next six months.
Description of Cash and Investment Accounts
Negotiable Certificates of Deposit (CDs), US Government Agency Securities (GASs), Corporate Bonds (Corp Bonds), US Treasury Notes (Treasuries), Mortgage-Backed Securities (MBSs), and Bank Notes
•General Fund Reserves: The City has three reserves invested in various financial instruments that mature at various periods over the next five years. The total amount invested for these three reserves is $9.42 million, earning 3.54% on average of interest during Fiscal Year (FY) 2026. Specifics of each reserve are provided below:
o General Fund Reserve: The City adopted a Fiscal Policy that maintains a General Fund Reserve of 25% of budgeted annual operating expenditures. This Reserve Council Agenda 9-1-2026 9.E-1
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should be $8.83 million, which is 25% of the FY 2026 budgeted annual operating expenditures. Currently, $8.77 million is invested in various CDs, GASs, Corp Bonds, and Treasuries earning 3.63% on average per year and $239 thousand is pending investment.
o City Building Reserve: The City Council created a City Building Reserve of $500 thousand for the maintenance and upkeep of City facilities and buildings. Currently, this Reserve is $500,000 and is invested in various CDs and GASs earning on average 2.42% per year during FY 2026.
o Risk Management Reserve: The City Council established a Risk Management Reserve, contributing $50 thousand each year to a maximum of $250 thousand.
Currently, this Reserve is $250 thousand, which is invested in CDs earning 2.37% on average per year.
• City-Pooled Funds A (for deferred capital projects): Based on the City’s 10-year capital plan and the cash flow needs for the next five years, the City has invested $50.11 million in various CDs, GASs, Corp Bonds, MBSs, Treasuries, and Bank Notes that mature at various periods over the next five years and have a 3.66% average interest rate during FY 2026.
Other Financial Instruments
City-Pooled Funds B (for current year expenditures): The City follows the practice of pooling cash for all funds in financial instruments. Interest earned on pooled cash and investments is allocated quarterly to the various funds based on the respective fund’s average quarterly cash balance. As of June 30, 2026, the City-Pooled Funds B are allocated or invested as described below.
• $18.89 million in U.S. Bank Checking & Sweep: This account is the City’s primary checking and sweep account, where the account earned on average 3.26%. • $10.49 million in Local Agency Investment Fund (LAIF): LAIF is a State investment pool earning 3.92% annually and is one of the City’s main savings accounts where cash is held for current year expenditures.
• $5.54 million in PFM Asset Management California Asset Management Program (CAMP) Pool is a California Joint Powers Authority (JPA) is a State investment pool earning 3.79% annually and is one of the City’s main savings accounts where cash is held for current year expenditures.
• $184 thousand in the U.S. Bank Custodian: This is where interest from various investments is deposited and also where matured securities are temporarily deposited earning 3.55% annually.
OPEB Trust Account
The Governmental Accounting Standards Board (GASB) requires public-sector entities to account for the promise to provide other post-employment benefits (OPEB) over the working life of the employee rather than on a pay-as-you-go basis. The City has an actuarial study performed every two years to determine how much to set aside each year to partially or completely fund the City’s future obligations for retiree health costs.
The City’s Other Post-Employment Benefits (OPEB) Trust Account is held with the California Employers’ Retiree Benefit Trust (CERBT) Fund. This trust was established to Council Agenda 9-1-2026 9.E-2
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receive employer contributions that prefund retiree health and other post-employment benefit (OPEB) costs for retirees and their beneficiaries. The CERBT Fund helps the City finance future obligations primarily through investment earnings generated by CalPERS, which are projected to average approximately 6.75% annually, though actual returns fluctuate quarterly.
Until FY 2024, the City’s OPEB Trust Account carried an unfunded liability, and the City made annual contributions equal to the Actuarially Determined Contribution (ADC) to reduce that liability. By the end of FY 2024, the Trust became overfunded, allowing the City to be reimbursed for its FY 2025 and FY 2026 retiree health costs. Additionally, no new contributions were made to the Trust in FY 2026. Maintaining an OPEB Trust allows the City to treat these contributions as an asset to offset future retiree health costs, rather than carrying them as a long-term liability on the City’s balance sheet.
Portfolio Allocation
Per California Government Code 53600 et seq., and the City's Investment Policy, the City may invest up to a maximum percentage of the entire portfolio of funds in authorized financial instruments. Table 1 and Chart 1 show a summary of the authorized financial instruments, the maximum percentage limits, the book value as of June 30, 2026 of the City’s funds, and the percentage of the total City’s pooled funds that are invested in each financial instrument.
Table 1: Investment Portfolio as of June 30, 2026
Financial Instrument
Maximum
%
Book Value as
of 6/30/26
% of
Portfolio
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Portfolio Liquidity
The portion of the City’s portfolio that is managed by the City Treasurer (all accounts except the Bond Funds and OPEB Trust Account) is sufficiently liquid to meet the City’s expenditure requirements for the next 6 months. The majority of funds are invested in LAIF, which has a liquidity of one day. Table 2 and Chart 2 illustrate the liquidity of the City’s managed portfolio.
Table 2: Liquidity of the City’s Managed Portfolio
Checking
Account, 20%
Treasury
Notes, 20%
Corporate
Bond, 16%Negotiable
Certificates of
Deposit, 12%
Local Agency
Investment
Fund, 11%
Mortgage
Backed
Securities, 10%
PFM Asset
Mgmt CAMP,
6%
US Government
Agency
Obligations, 5%
Bank Note, 1%
Chart 1: Investment Portfolio as of June 30, 2026
Liquidity Amount
0 to 30 days 35,094,601$
FY 2027 11,954,765
FY 2028 11,291,437
FY 2029 13,836,987
FY 2030 8,959,722
FY 2031 13,489,082
94,626,593$
Council Agenda 9-1-2026 9.E-4
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Investment Value
Book Value: The book value represents the initial outlay for an investment and is the amount carried on a balance sheet. In the past quarter ending June 30, 2026, the City’s total book value of cash and investments was $102.48 million. This is $1.74 million greater than the last quarter’s ending balance. In general, there are a number of factors that impact changes in cash and investment balances from quarter to quarter. These changes may include receiving periodic payments (e.g., property taxes are received in December and April), large payments on debt service or capital projects, seasonal revenues and expenditures, and other factors affecting cash flow. Table 3 illustrates the book value as of the quarter ending June 30, 2026 compared to the previous quarter.
Table 3: Book Value Comparison
0 10,000 20,000 30,000 40,000
0 to 30 days
FY 2027
FY 2028
FY 2029
FY 2030
FY 2031
Portfolio Amount ($ thousands)
Li
q
u
i
d
i
t
y
P
e
r
i
o
d
Chart 2: Liquidity of the City’s Managed Portfolio
TOTAL 102,475,008$ 100,733,836$ 1,741,172$
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Market Value: The market value represents the current price at which a security can be traded and is the value of an investment comparing the various aspects of the security to other factors in the market such as interest rates. The market value as of June 30, 2026 for CDs, GASs, Corporate Bonds, MBSs, Treasuries, and Bank Notes was $59.27 million, which is $267 thousand less than the book value, as illustrated in Table 4. The City expects to hold onto the majority of its investments to maturity and would receive the book value of its investment.
Table 4: Book Value to Market Value Comparison
Investment Earnings
In the past quarter ending June 30, 2026, the City’s total interest earnings were a gain of $1.40 million, including a $766 thousand gain in the City’s managed portfolio and a $574 thousand gain in OPEB. The annual interest earnings for FY 2026 was $4.73 million, which is a gain of 4.62% for the year for the City’s entire portfolio and a gain of 3.02% for the City’s managed portfolio, as illustrated in Table 5. Note that as the City’s cash and investments change, the interest earnings change correspondingly.
The portfolio’s weighted average duration for General Fund Reserves and City Pooled Funds – A is 2.11 years. This duration indicates limited sensitivity to interest rate changes and supports the City’s objectives of safety and liquidity.
Table 5: Annual Investment Earnings
Total All Securities 59,531,993$ 59,265,241$ (266,752)$ TOTAL 102,475,008$ 1,398,031$ 4,730,665$ 4.62%
Total Managed Portfolio 94,626,593$ 766,179$ 2,854,836$ 3.02% Council Agenda 9-1-2026 9.E-6
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Performance
The City’s Investment Policy outlines the objectives of the City’s investments, in priority order, as:
• Safety of principal to ensure the preservation of,
• Liquidity to enable the City to all operating requirements which might be reasonably anticipated; and
• Return on investments commensurate with the City’s investment risk constraints identified in the Investment Policy and the cash flow characteristics of the portfolio All three objectives have been met.
The annual interest earnings rate for FY 2026 was 4.62% for the City’s entire portfolio.
The annual interest earnings rate for FY 2026 was 3.02% for the City’s managed portfolio (excludes Bond funds and OPEB Trust Account). This is compared to LAIF, which is earned 3.92% as of June 30, 2026, or the 2-year U.S. Treasury Note, which earned 4.20% as of June 30, 2026. The following Table 6 lists the various performance measures regarding the various annual earnings rate for the City’s entire portfolio, the City’s managed portfolio, and the two benchmarks of LAIF and the 1-year U.S. Treasury Note.
Table 6: City Portfolio Investment Earnings Compared to Performance Measures
Performance Measure
City’s Annual Earnings Rate for entire Portfolio 4.62%
City’s Annual Earnings Rate for Managed Portfolio 3.02% LAIF Average Annual Earnings Rate 3.92%
2-Year U.S. Treasury Note 4.20%
Future Outlook
Economic activity continues to grow at a solid pace despite heightened uncertainty, partly related to conflict in the Middle East. Productivity and capital investment remain strong, while employment growth has kept pace with labor-force growth and unemployment has remained relatively stable. Inflation continues to exceed the Federal Reserve’s 2% target, partly due to supply disruptions and higher prices in sectors such as energy.
The Federal Open Market Committee (FOMC) long-term objective is to promote maximum employment alongside price stability, defined as inflation averaging 2 percent over time.
To support these objectives, the FOMC chose to keep the federal funds rate target range unchanged at 3.50% to 3.75%. Future policy decisions will be guided by incoming economic data, shifts in the outlook, and an ongoing evaluation of risks.
While rates have stabilized and shown some variability, they remain subject to change based on economic conditions and monetary policy. The City Treasurer continues to Council Agenda 9-1-2026 9.E-7
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invest across the 1- to 5-year securities and diversify the City’s portfolio across various sectors. This approach is designed to lock in currently favorable rates, supporting continued strength in interest earnings.
FISCAL IMPACT:
No fiscal impact from the report itself—information only.
ATTACHMENTS:
1.Table A: Summary Table for ALL Funds, including Book Values and Earnings Data for Investments in Other Financial Instruments
2.Table B: For the General Fund Reserve—Basic Data on Investments in Securities
3.Table C: For City Pooled Funds A—Basic Data on Investments in Securities Submitted by: Nadia Feeser, Administrative Services Director/City Treasurer City Manager Approval:
Council Agenda 9-1-2026 9.E-8
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Investment Name Name of Institution Type of Investment Current
Earnings
Rate
Book Value
as of 6/30/26
Actual Interest
Earned 4th
Quarter Ending
6/30/26
Year-to-Date
Interest
Earned
Ending
6/30/26
* Data
Source
General Fund Reserves US Bank CDs/GASs/Corp
Bonds/Treasuries
3.54% avg 9,523,785 79,917$ 276,595$ 1 City Pooled Funds - A US Bank CDs/GASs/ Corp
Bonds/ MBSs/
Treasuries/ Bank
Notes
3.66% avg 50,008,208 381,756 1,427,054 1 Total All Securities 59,531,993$ 461,673$ 1,703,650$ City Pooled Funds - B US Bank Custody 3.55%183,733$ 3,956$ 21,367$ 1 City Pooled Funds - B Local Agency Invest.
Fund (LAIF)
State Investment Pool 3.92% 10,487,352 102,433 174,461 2 City Pooled Funds - B PFM Asset Mgmt
CAMP
JPA Investment Pool 3.79%5,536,547 51,701 464,406 3 City Pooled Funds - B US Bank Checking & Sweep 3.26% 18,886,967 146,416 490,953 4 City Pooled Funds - B 35,094,601$ 304,506$ 1,151,187$ City Pooled Funds total A + B 85,102,809$ 686,262$ 2,578,241$ Funds Held with Fiscal
Agent
Bond funds: Wilmington
Trust
2017 Pier Project 291$ 294$ 1,636$ 5 Funds Held with Fiscal
Agent
Bond funds: Wilmington
Trust
2017B CREBs 141 144 1,154 5
Funds Held with Fiscal
Agent
Bond funds: Wilmington
Trust
2024 Public Safety
Facility
1,201,619 57,091 858,262 5 Calpers Benefit Trust
OPEB Trust Account CalPERS Benefit Trust
Account
Various managed by
CalPERS
6,646,364$ 574,323$ 1,014,777$ 6
TOTAL, Cash and Investments at June 30, 2026:102,475,008$ 1,398,031$ 4,730,665$ TOTAL for City Managed Portfolio, Cash and Investments:94,626,593$ 766,179$ 2,854,836$ Notes:
* Data Sources for Book Values and Actual Interest Earned:
1 = Monthly investment statement from US Bank
2 = Monthly statement from Local Agency Investment Fund 3 = Monthly statement from PFM Asset Management LLC
4 = Monthly reconciled bank statement from US Bank
5 = Monthly statement from Wilmington Trust
6 = Monthly statement from CalPERS Benefit Trust Account City of Pismo Beach
Table A: Summary Table for All Funds,
including Book Values & Earnings Data for Investments in Other Financial Instruments Council Agenda 9-1-2026 9.E-9
Attachment 1
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City of Pismo Beach
June 30, 2026 QUARTERLY INVESTMENT REPORT
Table B: For the General Fund Reserves - Basic Data on Investments in Securities:
Government Agency Securities, Bank Certificates of Deposit, Corporate Bonds, Treasury Notes CUSIP Issuer Name Coupon Acq Date Maturity Type S&P Par Value Book Value IDC Market Value
Gain/ Loss Days to
Stated
Maturity
Council Agenda 9-1-2026 9.E-10
Attachment 2
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City of Pismo Beach
June 30, 2026 QUARTERLY INVESTMENT REPORT
Table B: For the General Fund Reserves - Basic Data on Investments in Securities:
Government Agency Securities, Bank Certificates of Deposit, Corporate Bonds, Treasury Notes CUSIP Issuer Name Coupon Acq Date Maturity Type S&P Par Value Book Value IDC Market Value
Gain/ Loss Days to
Stated
Maturity
57636QBL7 Mastercard (39.54%)4.60% 6/8/2026 6/8/2031 Corporate Bond A+99.846 235,219 234,901 (318) 1,804 59013KPN0 Merrick Bank 1.10% 11/9/2021 11/9/2026 CD 98.97 245,000 242,477 (2,524) 132 66989HBG2 Novartis Capital 4.40% 3/18/2026 3/18/2031 Corporate Bond AA-99.265 249,900 248,163 (1,738) 1,722 70962LAS1 Pentagon Federal
Credit Union (20.4%)
0.90% 9/29/2021 9/29/2026 CD 99.239 50,000 49,600 (400) 91 69353RFZ6 PNC Bank 4.43% 10/8/2025 7/21/2028 Corporate Bond A 99.832 402,428 399,328 (3,100) 752 87164X2C9 Synchrony Bank 4.60% 9/15/2023 9/15/2028 CD 100.695 245,000 246,703 1,703 808 88413QDL9 Third Federal Savings
Bank
3.50% 6/28/2022 6/28/2027 CD 99.36 245,000 243,432 (1,568) 363 89235MLC3 Toyota Financial
Savings Bank
0.95% 7/15/2021 7/15/2026 CD 99.871 245,000 244,684 (316) 15 91282CJN2 US Treasury 4.38% 12/10/2024 11/30/2028 Treasury Note N/A 100.461 403,703 401,844 (1,859) 884 91282CKN0 US Treasury 4.63% 6/5/2026 4/30/2031 Treasury Note N/A 101.789 509,902 508,945 (957) 1,765 91282CMU2 US Treasury 4.00% 12/4/2025 3/31/2030 Treasury Note N/A 99.363 304,969 298,089 (6,880) 1,370 91282CKF7 US Treasury (9.77%)4.13% 4/15/2026 3/31/2031 Treasury Note N/A 99.625 202,051 199,534 (2,517) 1,735 Total $ 9,523,785 $ 9,469,989
Council Agenda 9-1-2026 9.E-11
Attachment 2
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City of Pismo Beach
June 30, 2026 QUARTERLY INVESTMENT REPORT
Table C: For City Pooled Funds A - Basic Data on Investments in Securities:
Government Agency Securities, Bank Certificates of Deposit, Corporate Bonds, Mortgage-Backed Securities, Treasury Notes CUSIP Issuer Name Coupon Acq Date Maturity Type S&P Par Value Book Value IDC Market Value
Gain/ Loss Days to
Stated
Maturity
Council Agenda 9-1-2026 9.E-12
Attachment 3
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City of Pismo Beach
June 30, 2026 QUARTERLY INVESTMENT REPORT
Table C: For City Pooled Funds A - Basic Data on Investments in Securities:
Government Agency Securities, Bank Certificates of Deposit, Corporate Bonds, Mortgage-Backed Securities, Treasury Notes CUSIP Issuer Name Coupon Acq Date Maturity Type S&P Par Value Book Value IDC Market Value
Gain/ Loss Days to
Stated
Maturity
Council Agenda 9-1-2026 9.E-13
Attachment 3
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City of Pismo Beach
June 30, 2026 QUARTERLY INVESTMENT REPORT
Table C: For City Pooled Funds A - Basic Data on Investments in Securities:
Government Agency Securities, Bank Certificates of Deposit, Corporate Bonds, Mortgage-Backed Securities, Treasury Notes CUSIP Issuer Name Coupon Acq Date Maturity Type S&P Par Value Book Value IDC Market Value
Gain/ Loss Days to
Stated
Maturity
Council Agenda 9-1-2026 9.E-14
Attachment 3
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City of Pismo Beach
June 30, 2026 QUARTERLY INVESTMENT REPORT
Table C: For City Pooled Funds A - Basic Data on Investments in Securities:
Government Agency Securities, Bank Certificates of Deposit, Corporate Bonds, Mortgage-Backed Securities, Treasury Notes CUSIP Issuer Name Coupon Acq Date Maturity Type S&P Par Value Book Value IDC Market Value
Gain/ Loss Days to
Stated
Maturity
50,008,208 49,795,253
Council Agenda 9-1-2026 9.E-15
Attachment 3
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PISMO BEACH CITY COUNCIL STAF REPOR
Agenda Item #9.F
Meetin Date: September 1, 2026
TITLE:
Support for the City of Paso Robles Proposal for Emergency Medical Services
RECOMMENDATION:
Adopt a Resolution supporting the City of Paso Robles in submitting a proposal for the County of San Luis Obispo’s emergency medical services contract.
DISCUSSION:
The San Luis Obispo County Board of Supervisors holds the statutory authority to contract for ambulance services within the county by the State EMS Act. The County is preparing to release a competitive process to award the ambulance services contract, which represents a critical opportunity to modernize and improve EMS delivery countywide.
Currently, the City of Pismo Beach, through its Fire Department, is responsible for providing fire prevention and suppression, hazardous materials mitigation, and rescue operations within the City’s jurisdictional boundary. However, ambulance transport services are contracted through the County.
The seven incorporated cities’ city managers and the San Luis Obispo County Fire Chiefs Association have unanimously expressed their support for the City of Paso Robles, acting as the Lead Agency, to submit a proposal for the County ambulance services contract.
This initiative is intended to foster a community-based EMS model with stronger accountability and transparency.
The Paso Robles-led model will:
Provide an innovative EMS delivery model where the City of Paso Robles serves as the lead agency, subcontracting to a private ambulance provider, with oversight provided by an executive committee made up of the seven cities’ city managers ensuring transparency and accountability.
Enhance service delivery with greater local involvement and oversight. Provide additional funding for EMS-centric programs and allow reinvestment into City services.
Foster regional cooperation by uniting the cities, community service districts, and fire agencies in a shared vision for EMS improvement.
Support proactive and preventative programs addressing mental health, substance abuse, and services for unhoused community members. Reinvest excess revenues after operational costs back into local communities to improve public health outcomes.
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By adopting the resolution provided as Attachment 1, the Pismo Beach City Council is supporting an opportunity for enhanced ambulance services and a more sustainable EMS system that is responsive to the evolving needs of the Pismo Beach community.
Conclusion and Recommendation
Staff recommends that the Council adopt a resolution (Attachment 1) expressing support for the City of Paso Robles to submit a proposal for the San Luis Obispo County Ambulance Services Contract and supporting a more robust, transparent, and accountable ambulance transport system that reinvests in the San Luis Obispo County Emergency Medical System (EMS) and other community health initiatives.
FISCAL IMPACT:
There is no direct fiscal impact from this report. Should the application submitted by Paso Robles be selected, the participating cities would fund the start up until reimbursements from Medicare, insurance, and self-pay revenues are received. These start up costs would be a loan that is repayable to each agency by the City of Paso Robles with the first monies received after expenses being utilized to repay all of the funding agencies. It is estimated that the City of Pismo Beach’s contribution would be roughly $1 million, reflecting its share of the calls for service within the city.
ATTACHMENTS:
1. Resolution
Submitted by: Silas Clarke, Assistant City Manager
City Manager Approval:
Council Agenda 9-1-2026 9.F-2
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RESOLUTION NO. R-2026-XXX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PISMO BEACH,
CALIFORNIA SUPPORTING THE CITY OF PASO ROBLES IN SUBMITTING A PROPOSAL FOR THE COUNTY OF SAN LUIS OBISPO’S EMERGENCY MEDICAL
SERVICES CONTRACT
WHEREAS, the City Council of the City of Pismo Beach controls, through statutory authority and policy, the provision of fire suppression, emergency medical services (EMS), hazardous materials mitigation, and rescue operations within its jurisdictional boundaries; and
WHEREAS, pursuant to state law, the San Luis Obispo County Board of Supervisors holds authority over the regulation and contracting of ambulance transport services within San Luis Obispo County; and
WHEREAS, the opportunity to submit a proposal for the County of San Luis Obispo’s ambulance services contract allows for significant improvements to the ambulance transport system through a more dynamic community-based model; and WHEREAS, the Pismo Beach City Council supports an enhanced ambulance transport system that is robust, transparent, accountable, and which reinvests revenues back into local communities after expenses to support proactive programs addressing mental health, substance abuse, and the needs of unhoused community members; and WHEREAS, this proposed model will also provide additional funding for EMS-centric programs and allow direct reinvestment into local EMS operations, including the City of Pismo Beach’s Fire Department, thereby improving overall public safety and service delivery within the city; and
WHEREAS, the seven city managers representing the incorporated cities of San Luis Obispo County, as well as the San Luis Obispo County Fire Chiefs Association, have unanimously endorsed and expressed support for the City of Paso Robles submitting a proposal for the County ambulance services contract; and WHEREAS, a Paso Robles-led model would foster strong local partnerships, accountability, and transparency, as well as encourage collaborative governance across jurisdictions that directly benefit all communities within San Luis Obispo County, including the City of Pismo Beach; and
WHEREAS, the City Council believes that this approach offers an opportunity to build an EMS system that is more responsive to community needs and better aligned with modern public safety practices, while ensuring that revenues are invested back into the people and services of San Luis Obispo County.
Council Agenda 9-1-2026 9.F-3
Attachment 1
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NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Pismo Beach as follows:
SECTION 1. The City Council of the City of Pismo Beach hereby expresses its strong support for the City of Paso Robles to submit a proposal for the County of San Luis Obispo’s ambulance services contract.
SECTION 2. The City Council further supports the pursuit of a comprehensive, transparent, and accountable Emergency Medical Services (EMS) system that prioritizes community needs, reinvests revenues locally, and provides sustainable funding for EMS- related and preventive public health programs.
SECTION 3. The City Council encourages the San Luis Obispo County Board of Supervisors and all relevant decision-makers to give favorable consideration to this model, which will yield direct and meaningful benefits to residents of Pismo Beach and all communities throughout the County.
UPON MOTION OF Council Member , seconded by Council Member , the foregoing resolution was adopted by the City Council of the City of Pismo Beach this 1st day of September 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
RECUSED:
Approved: Attest:
________________________ ________________________
Ed Waage, Mayor Erica Kirkwood, City Clerk
IN WITNESS WHEREOF, I have hereunto set my hand and official seal of the City of Pismo Beach on _______________________.
________________________
Erica Kirkwood, City Clerk
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PISMO BEACH CITY COUNCIL STAF REPOR
Agenda Item #9.G
Meetin Date: Septembe 1, 2026
TITLE:
Award of Contract to JJ Fisher Construction for the Price Street and Ocean View Avenue Curb Ramp Improvements Project; Related Budget Adjustments
RECOMMENDATION:
Adopt a Resolution:
1. Authorizing the City Manager to execute a construction contract with JJ Fisher Construction, Inc. for the Price Street and Ocean View Avenue Curb Ramp Improvements project in the amount of $142,052; and
2. Appropriating related budget adjustments in Fiscal Year 2027.
DISCUSSION:
The Fiscal Year (FY) 2027 budget and 10-Year Capital Improvement Program include funding for improvements at the intersection of Price Street and Ocean View Avenue. The Price Street and Ocean View Avenue Curb Ramp Improvements Project was developed following an evaluation of the intersection to improve accessibility and safety for all users.
The project includes reconstruction of curb ramps on both corners of the intersection, improvements to the center median island including a pedestrian passageway, installation of updated signage and updated bike lane and crosswalk striping.
Construction
The project was advertised for construction and six bids were received on August 6, 2026 ranging in amount from $142,052 to $233,410. The lowest responsible bidder is JJ Fisher Construction, Inc. (JJ Fisher) with a bid of $142,052 (bid results provided for reference in Table 1). Staff has verified JJ Fisher’s references and qualifications, and recommends the Council adopt a resolution (Attachment 1) awarding a contract (Attachment 2) to JJ Fisher in the amount of $142,052 for construction of the project.
Table 1. Bid Results
Company Name Bid Amount
JJ Fisher Construction, Inc. $142,052.00
CalPortland Construction $160,785.15
R. Burke Corporation $198,640.00
ADA General Eng., Inc. $208,404.62
Cater Enterprises Group Inc. $222,000.00
G Sosa Construction Inc. $233,410
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Construction Management
Staff solicited a proposal from Cannon Corporation (Cannon), an approved consultant on the On-Call Engineering list for Construction Management (CM) and Inspection services.
Cannon provided a proposal in an amount not to exceed $59,504 to provide full-time CM and inspection services, including materials testing services provided by a specialized subconsultant. A professional services agreement has been executed under the City Manager’s authority in line with the City’s Purchasing Policy & Procedures Manual.
Conclusion and Recommendation
Staff recommends that the Council adopt a resolution (Attachment 1) authorizing the City Manager to execute a construction contract with JJ Fisher for the Price Street and Ocean View Avenue Curb Ramp Improvements project in the amount of $142,052; and appropriating related budget adjustments in FY 2027.
FISCAL IMPACT:
The fiscal impact of adopting the subject resolution is an estimated cost of $142,052 to award a construction contract with JJ Fisher for the Price Street and Ocean View Avenue Curb Ramp Improvements project. The total estimated cost of constructing the project is $215,761, which includes construction; construction management and inspection services; and a 10% contingency. The Fiscal Year (FY) 2027 Capital Projects Fund Price/Ocean View Improvements project budget includes $197,550 for construction of the project leaving a projected shortfall of $18,211.
Staff recommends that the Council appropriate an additional $18,211 in the Capital Projects Fund, supported by the Transaction Sales Tax Fund revenues to cover the additional cost, and appropriate related transfers between funds, in FY 2027. The estimated project costs are shown in Table 2 below.
Table 2. FY 2027 Project Funding
Item Fiscal Impact
Pro ect Cost
Construction Costs JJ Fishe $142,052
10% Contin enc $14,205
CM Costs Cannon $59,504
Total Pro ect Costs $215,761
Price/Ocean View Improvements Capital Outlay
Bud et $197,550
Bud et vs Pro ect Cost Surplus / Shortfall $18,211
Proposed Bud et Amendments
Transaction Sales Tax Fund transfe $18,211
Proposed Bud et vs Cost Surplus / Shortfall $0
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ATTACHMENTS:
1. Resolution
2. JJ Fisher Construction Contract
Prepared by:
Erin Olsen, Senior Management Analyst
Submitted by: Rosemarie Gaglione, PE, Director of Public Works City Manager Approval:
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RESOLUTION NO. R-2026-XXX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PISMO BEACH,
CALIFORNIA AUTHORIZING THE CITY MANAGER TO EXECUTE A
CONSTRUCTION CONTRACT WITH JJ FISHER CONSTRUCTION, INC. FOR THE
PRICE STREET AND OCEAN VIEW AVENUE CURB RAMP IMPROVEMENTS PROJECT IN THE AMOUNT OF $142,052; AND APPROPRIATING RELATED BUDGET ADJUSTMENTS IN FISCAL YEAR 2027
WHEREAS, the Price Street and Ocean View Avenue Curb Ramp Improvements Project was developed following an evaluation of the intersection to improve accessibility and safety for all users; and
WHEREAS, the project includes reconstruction of curb ramps on both corners of the intersection, improvements to the center median island including a pedestrian passageway, installation of updated signage and updated bike lane and crosswalk striping; and
WHEREAS, the project was advertised for construction and six bids were received on August 6, 2026 and the lowest responsible bidder is JJ Fisher Construction, Inc. with a bid of $142,052; and
WHEREAS, the total estimated project cost is $215,761 and includes construction; construction management and inspection services; and a 10% contingency; and WHEREAS, the Fiscal Year (FY) 2027 Capital Projects Fund Price/Ocean View Improvements project budget includes $197,550 for construction of the project leaving a projected shortfall of $18,211.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Pismo Beach hereby authorizes the City Manager to execute a construction contract in substantially the form attached to staff’s report dated September 1, 2026 with JJ Fisher Construction, Inc. for the Price Street and Ocean View Avenue Curb Ramp Improvements project in the amount of $142,052.
BE IT FURTHER RESOLVED that the City Council of the City of Pismo Beach hereby appropriates an additional $18,211 in the Capital Projects Fund Price/Ocean View Improvements project budget, supported by a transfer from the Transaction Sales Tax Fund to support the additional cost, and appropriate related transfers between funds, all in FY 2027.
UPON MOTION OF Council Member , seconded by Council Member , the foregoing resolution was adopted by the City Council of the City of Pismo Beach this 1st day of September 2026, by the following vote:
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AYES:
NOES:
ABSENT:
ABSTAIN:
RECUSED:
Approved: Attest:
________________________ ________________________
Ed Waage, Mayor Erica Kirkwood, City Clerk
IN WITNESS WHEREOF, I have hereunto set my hand and official seal of the City of Pismo Beach on _______________________.
________________________
Erica Kirkwood, City Clerk
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Construction Services Agreement (Rev. 2/2/2018)
CITY OF PISMO BEACH
CONSTRUCTION SERVICES AGREEMENT
This Construction Services Agreement (“AGREEMENT”) is made and entered into as of the date the AGREEMENT is fully executed by all parties (the “Effective Date”), by and between the City of Pismo Beach, a municipal corporation ("CITY"), and JJ Fisher Construction, Inc., a corporation ("CONTRACTOR"). In consideration of the mutual covenants and conditions set forth herein, the parties agree as follows:
I. SCOPE OF WORK
CONTRACTOR shall perform within the time set forth in Article 2 of this AGREEMENT and shall furnish at its own cost all labor, materials, equipment, tools, utility services, and transportation and perform and complete all work required in connection with the construction of curb ramp improvements for the Price St. and Ocean View Ave. Curb Ramp Improvements Project (hereinafter “Project”).
By entering into this AGREEMENT, CONTRACTOR acknowledges that there may be other contractors on the site whose work will be coordinated with that of its own. CONTRACTOR expressly warrants and agrees that it will cooperate with other contractors and will do nothing to delay, hinder, or interfere with the work of other separate contractors, CITY, the Project Manager, the Public Works Director/City Engineer, or utilities. CONTRACTOR also expressly agrees that, in the event its work is hindered, delayed, interfered with, or otherwise affected by a separate contractor, its sole remedy will be a direct action against the separate contractor. To the extent allowed by law, CONTRACTOR will have no remedy, and hereby expressly waives any remedy against CITY, the Project Manager, or the Public Works Director/City Engineer on account of delay, hindrance, interference or other events caused by a separate contractor.
II. TIME FOR PROJECT COMPLETION
All of CONTRACTOR’s work on the Project shall be completed within durations established for the individual activities as set forth in the Project Construction Schedule. All work shall commence fifteen (15) calendar days after receiving a written Notice to Proceed from CITY or Project Manager, if a Project Manager is employed by CITY on the Project. CONTRACTOR shall refer to the invitations for bids, and Project Plans and Specifications, all of which, as set forth below, are incorporated herein by reference, for contractual obligations regarding individual activity durations. The aggregate sum total work of all individual Prime Contractors to CITY comprises the entire “Project” and shall be commenced and completed in conformance with the Project Construction Schedule. The entire Project shall be completed within 25 consecutive working days (“Contract Time”).
III. THE CONTRACT SUM
CITY shall pay to CONTRACTOR for the performance of this AGREEMENT, subject to any additions and deductions provided in the Project documents, the sum of one hundred forty-two thousand fifty-two dollars ($142,052).
IV. PROGRESS PAYMENTS
Based upon Applications for Payment submitted to the Public Works Director/City Engineer by CONTRACTOR and Certificates for Payment issued by the Public Works Director/City Engineer, CITY shall make progress payments on account of the Contract Sum to CONTRACTOR as provided in the General Conditions.
V. RETENTION OF SECURITIES
Public Contract Code Section 22300 permits the substitution of securities for any monies withheld by CITY to ensure performance under a contract, at the request and expense of CONTRACTOR.
Substitution of securities shall not be required in contracts in which there will be financing provided by the Farmers Home Administration of the United States Department of Agriculture pursuant to the Consolidated Farm and Rural Development Act (7 U.S.C. Sec. 1921 et seq.), and where federal regulations or policies, or both, do not allows the substitution of securities. Alternatively, CONTRACTOR may request that CITY make payment of retention earned directly to an escrow agent at the expense of CONTRACTOR. At the expense of CONTRACTOR, CONTRACTOR may direct the investment of the payments into securities and CONTRACTOR shall receive the interest earned on the investments upon the same terms provided for in this section for securities deposited by CONTRACTOR. Upon satisfactory completion of the contract, CONTRACTOR shall receive from the escrow agent all securities, interest, and payments received by the escrow agent from CITY, pursuant to the terms of this section.
The escrow agreement entered into pursuant to this section must be substantially similar to the form included in Public Contract Code Section 22300(e). CONTRACTOR shall obtain the written consent of its surety to such escrow agreement. Securities eligible for investment under this section shall include those listed in Section 16430 of the Government Code, bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by CONTRACTOR and CITY.
In accordance with Public Contract Code Section 22300(d)(1), if CONTRACTOR elects to receive interest on moneys withheld in retention by CITY, CONTRACTOR shall, at the request of any subcontractor performing more than five percent of CONTRACTOR’s total bid, make that option available to the subcontractor regarding any moneys withheld in retention by CONTRACTOR from the subcontractor.
VI. INDEMNITY, DEFENSE AND HOLD HARMLESS AGREEMENT
To the fullest extent permitted by law, CONTRACTOR shall indemnify, defend, and hold harmless the CITY, and its elected officials, officers, employees, volunteers, and agents (“CITY Indemnitees”), from and against any and all causes of action, claims, liabilities, obligations, judgments, or damages, including reasonable legal counsels’ fees and costs of litigation (“claims”), arising out of CONTRACTOR’s performance or CONTRACTOR’s failure to perform its obligations under this Council Agenda 9-1-2026 9.G-6
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AGREEMENT or out of the operations conducted by CONTRACTOR, except for such loss or damage arising from the active negligence, sole negligence, or willful misconduct of CITY. In the event CITY Indemnitees are made a party to any action, lawsuit, or other adversarial proceeding arising from CONTRACTOR’s performance of this AGREEMENT, CONTRACTOR shall provide a defense to CITY Indemnitees or at CITY’s option, reimburse CITY Indemnitees their costs of defense, including reasonable legal fees, incurred in defense of such claims.
Payment by CITY is not a condition precedent to enforcement of the indemnities in this section. In the event of any dispute between CONTRACTOR and CITY, as to whether liability arises from the active negligence, sole negligence, or willful misconduct of CITY or its officers, employees, or agents, CONTRACTOR will be obligated to pay for CITY’s defense until such time as a final judgment has been entered adjudicating CITY as having been actively negligent, solely negligent, or as having engaged in willful misconduct. CONTRACTOR will not be entitled in the absence of such a determination to any reimbursement of defense costs including but not limited to attorneys' fees, expert fees, and costs of litigation. The provisions of this Section VI shall survive completion of CONTRACTOR’s services or the termination of this AGREEMENT.
VII. PREVAILING WAGES
A. Wage rates for this Project shall be in accordance with the General Wage Determination Made by the Director of Industrial Relations Pursuant To California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1, for San Luis Obispo County. Wage rates shall conform with those posted at 760 Mattie Road, Pismo Beach, and the Project site.
B. The following Labor Code sections are hereby referenced and made a part of this AGREEMENT:
1. Section 1775 - Penalty for Failure to Comply with Prevailing Wage Rates.
2. Section 1777.4 - Apprenticeship Requirements.
3. Section 1777.5 - Apprenticeship Requirements.
4. Section 1813 - Penalty for Failure to Pay Overtime.
5. Sections 1810 and 1811 - Working Hour Restrictions.
6. Section 1775 - Payroll Records.
7. Section 1773.8 - Travel and Subsistence Pay.
VIII. RECORD AUDIT
In accordance with Government Code, Section 8546.7, records of both CITY and CONTRACTOR shall be subject to examination and audit by the Auditor General for a period of three (3) years after final payment.
IX. CERTIFICATIONS
In addition to certification and licensing requirements identified elsewhere in this agreement, CONTRACTOR shall maintain the following certifications for the duration of this AGREEMENT:
A. None
X. FINAL PAYMENT
Final payment, constituting the entire unpaid balance of the Agreement Sum, shall be paid by CITY to CONTRACTOR no sooner than thirty-five (35) days after a Notice of Completion has been recorded, unless otherwise stipulated in the Notice of Completion, provided the work has then been completed, the AGREEMENT fully performed, and a final Certificate for Payment has been issued by the Public Works Director/City Engineer.
XI. CONTRACTOR'S FAILURE TO PROCURE COMPLETION OF PROJECT In the event CONTRACTOR fails to furnish tools, equipment, or labor in the necessary quantity or quality, or fails to prosecute the work or any part thereof contemplated by this AGREEMENT in a diligent and workmanlike manner, and if CONTRACTOR for a period of three (3) calendar days after receipt of written demand from CITY or its designated representative to do so, fails to furnish tools, equipment, or labor in the necessary quantity or quality, and to prosecute its work and all parts thereof in a diligent and workmanlike manner, or after commencing to do so within said three (3) calendar days, fails to continue to do so; then CITY may exclude CONTRACTOR from the premises, or any portion thereof, and take possession of said premises or any portion thereof, together with all material and equipment thereon, and may complete the work contemplated by this AGREEMENT or any portion of said work, either by furnishing the tools, equipment, labor or material necessary, or by letting the unfinished portion of said work, or the portion taken over by CITY to another contractor or by a combination of such methods. In any event, the procuring of the completion of said work, or the portion thereof taken over by CITY, shall be a charge against CONTRACTOR, and may be deducted from any money due or becoming due to CONTRACTOR from CITY, or CONTRACTOR shall pay CITY the amount of said charge, or the portion thereof unsatisfied. The sureties, provided for under this AGREEMENT shall become liable for payment should CONTRACTOR fail to pay in full any said cost incurred by CITY.
XII. INSURANCE
A. Prior to the beginning of and throughout the duration of the Project, CONTRACTOR and its subcontractors shall maintain insurance in conformance with the requirements set forth below.
CONTRACTOR may use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth herein, CONTRACTOR agrees to amend, supplement or endorse the existing coverage to do so.
CONTRACTOR acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to CONTRACTOR or its subcontractors in excess of the limits and coverage identified in this AGREEMENT and which is applicable to a given loss, claim or demand, will be equally available to CITY.
CONTRACTOR shall provide the following types and amounts of insurance:
1. General liability insurance. CONTRACTOR shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage, and a $2,000,000 completed operations aggregate. The policy must include contractual liability that has not been amended. Any endorsement restricting standard Insurance Services Office (ISO) “insured contract” language will not be accepted.
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2. Automobile liability insurance. CONTRACTOR shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 (06/92) covering bodily injury and property damage for all activities of CONTRACTOR arising out of or in connection with the Project, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.
3. Workers’ compensation insurance. CONTRACTOR shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000) for CONTRACTOR’s employees in accordance with the laws of the State of California, Section 3700 of the Labor Code et seq. In addition, CONTRACTOR shall require each subcontractor to similarly maintain Workers’ Compensation Insurance and Employer’s Liability Insurance in accordance with the laws of the State of California for all of the subcontractor’s employees.
4. CONTRACTOR shall submit to CITY, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of CITY, its officers, agents, employees and volunteers.
5. Pollution liability insurance. Environmental Impairment Liability Insurance shall be written on a CONTRACTOR’s Pollution Liability form or other form acceptable to CITY providing coverage for liability arising out of sudden, accidental and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 dollars per claim and in the aggregate. All activities contemplated in this AGREEMENT shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the project site to the final disposal location, including non- owned disposal sites.
6. Products/completed operations coverage. Coverage shall extend a minimum of three (3) years after project completion and shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors. If the insured is using subcontractors, the Policy must include work performed “by or on behalf” of the insured. Policy shall contain no language that would invalidate or remove the insurer’s duty to defend or indemnify for claims or suits expressly excluded from coverage.
Policy shall specifically provide for a duty to defend on the part of the insurer. The CITY, its officials, officers, agents, and employees, shall be included as insureds under the policy.
B. Other provisions or requirements:
1. Proof of insurance. CONTRACTOR shall provide certificates of insurance to CITY as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for Workers’ Compensation. Insurance certificates and endorsements must be approved by CITY’s Risk Manager prior to commencement of performance.
CITY’s Risk Manager or City Attorney may waive the requirement of any insurance policy set forth herein if he/she determines that such a policy is not commercially available to CONTRACTOR, or if the risk to CITY is sufficiently minimal to render such insurance unnecessary. If such a policy is commercially available, additional cost to CONTRACTOR in obtaining such a policy shall not be a basis upon which the insurance requirement will be waived. Current certification of insurance shall be kept on file with CITY at all times during the term of AGREEMENT. CITY reserves the right to require complete, certified copies of all required insurance policies, including endorsements to such policies, at any time.
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9. Notice of cancellation. CONTRACTOR agrees to oblige its insurance agent or broker and insurers to provide to CITY with a thirty (30) day notice of cancellation (except for nonpayment, for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage. In the event CONTRACTOR’S policy of insurance cannot be endorsed to provide this notice of cancellation, CONTACTOR shall provide CITY notice of such cancellation, in writing, not later than 24 hours following the effective time of such cancellation.
10. Additional insured status. General liability and automobile insurance policies shall provide or be endorsed to provide that CITY and its officers, officials, employees, agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies. Each such insurance policy shall contain language substantially similar to the following clause:
"The City of Pismo Beach, its elected and appointed officials, officers, employees and agents are named as additional insureds as respects operations of the named insured performed under contract with the City of Pismo Beach."
11. Prohibition of undisclosed coverage limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to CITY and approved of in writing by CITY’s Risk Manager or City Attorney.
12. Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that CONTRACTOR’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions.
13. Pass-through clause. CONTRACTOR agrees to ensure that its subconsultants, subcontractors, and any other party providing any work on the Project under the direction of CONTRACTOR, provide the same minimum insurance coverage and endorsements required of CONTRACTOR. CONTRACTOR agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section.
CONTRACTOR agrees that upon request, all agreements with consultants, subcontractors, and others engaged in performing work on the Project will be submitted to CITY for review.
14. CITY’s right to revise requirements. CITY reserves the right at any time during the term of the AGREEMENT to change the amounts and types of insurance required by giving CONTRACTOR a ninety (90) day advance written notice of such change. If such change results in substantial additional cost to CONTRACTOR, CITY and CONTRACTOR may renegotiate CONTRACTOR’s compensation.
15. Self-insured retentions. Any deductibles or self-insured retention must be declared to and approved by CITY. At the option of CITY, either the insurer shall reduce or eliminate such deductibles or self-insured retention as respects CITY, its elected and appointed officials, employees and volunteers, or CONTRACTOR shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. Self-insurance will not be considered to comply with this paragraph unless approved by CITY.
16. Timely notice of claims. CONTRACTOR shall give CITY prompt and timely notice of claims made or suits instituted that arise out of or result from CONTRACTOR’s performance under this AGREEMENT, and that involve or may involve coverage under any of the required liability policies.
XIII. CONTRACTOR'S LICENSE
CONTRACTOR must possess at the time of commencing work and throughout the Project duration, a Contractor's License, issued by the State of California, which is current and in good standing.
CONTRACTOR shall ensure that any subcontractor working on the Project possesses at the time of commencing work and throughout the Project duration, a Contractor's License, issued by the State of California, which is current and in good standing.
XIV. REGISTRATION REQUIREMENTS
Pursuant to Section 1771.1(a) of the Labor Code:
“A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.”
CONTRACTOR must be registered with the Department of Industrial Relations (DIR) of the State of California in order to be eligible to work on public works projects. CONTRACTOR must ensure registration with the DIR that is active and in good standing.
Except as otherwise provided in Labor Code Section 1771.1(a), no contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.
No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
XV. CORPORATION IN GOOD STANDING
If CONTRACTOR is a corporation, the undersigned hereby represents and warrants that the corporation is duly incorporated and in good standing in the State of California, and that the undersigned is authorized to act for and bind the corporation.
XVI. PROVISIONS REQUIRED BY LAW
Each and every provision of law and clause required by law to be inserted in this AGREEMENT shall be deemed to be inserted herein and the AGREEMENT shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not currently inserted, then upon application of either party the AGREEMENT shall forthwith be physically amended to make such insertion or correction.
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XVII. SUBSURFACE HAZARDOUS MATERIALS
A. Pursuant to Public Contract Code Section 7104, in the event the Project includes trenches or other excavations extend deeper than four (4) feet below the surface, CONTRACTOR shall promptly, and before the following conditions are disturbed, notify CITY in writing of any:
1. Material that CONTRACTOR believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II or Class III disposal site in accordance with the provisions of existing law;
2. Subsurface or latent physical conditions at the site differing from those indicated in the Project specifications;
3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in the Project or the character provided for in the CONTRACT.
B. Upon receipt of said notification CITY will investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in CONTRACTOR's cost of or the time required for performance of any part of the Project, CITY will issue a change order under the procedures described in the General Conditions.
C. In the event that a dispute arises between CITY and CONTRACTOR whether the conditions materially differ, or involve hazardous waste or cause a decrease or increase in CONTRACTOR's cost of or time required for performance of any part of the Project, CONTRACTOR shall not be excused from any scheduled completion date provided for by the AGREEMENT, but shall proceed with all work to be performed under the AGREEMENT.
CONTRACTOR shall retain any and all rights provided either by AGREEMENT or by law which pertain to the resolution of disputes and protests between the contracting parties.
XVIII. COMPONENT PARTS OF THE CONTRACT
This AGREEMENT entered into consists of the following CONTRACT DOCUMENTS, all of which are component parts of the AGREEMENT as if herein set out in full or attached hereto:
In addition, all Change Orders and Work Directive Changes authorizing additions, deletions, or modifications, and all appendices, bulletins and addenda as prepared prior to the date of opening Bids setting forth any modifications or corrections or interpretations of any of said documents. In the event of any conflict between the provisions thereof, the terms of said documents shall control over each other in the following order:
1. Agreement
2. Change Orders and Work Directive Changes
3. Addenda
4. Notice to Bidders
5. Contract Proposal
6. Special Provisions
7. Technical Provisions
8. Contract Plans
9. City of Pismo Beach Standard Specifications and Drawings XIX. ENTIRE CONTRACT
This AGREEMENT constitutes the entire contract of the parties. No other agreements or contracts, whether oral or written, pertaining to the work to be performed, exists between the parties. This AGREEMENT can be modified only by an amendment in writing, signed by both parties.
IN WITNESS WHEREOF, the parties hereto have caused this AGREEMENT to be executed the day and year last written below.
CITY:
ATTEST:
Signed:
Name: Erica Kirkwood
Title: City Clerk
APPROVED AS TO FORM:
Signed:
Name: Dean J. Pucci
CONTRACTOR:
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PISMO BEACH CITY COUNCIL STAF REPOR
Agenda Item #9.H
Meetin Date: September 1, 2026
TITLE:
Purchase of a Type 6 Fire Rescue Squad Vehicle for the Fire Department RECOMMENDATION:
Adopt a Resolution authorizing the purchase of a 2026 Type 6 Fire Rescue Squad Vehicle from Fire Apparatus Solutions in the amount of $450,148.97.
DISCUSSION:
The City’s current Fire Rescue vehicle is a 2010 Ford F-450 XLT Supercab, which has reached the end of its optimal service life after 17 years of emergency response use. The life span of a Fire Rescue vehicle is typically 15 years due to increased maintenance needs, reduced reliability, and diminished operational efficiency, which can impact availability for emergency response. The proposed replacement vehicle (FD262) is a 2026 Ford Super Duty F-550 XLT configured as a Type 6 Fire Rescue Squad. The F-550 platform provides improved performance, enhanced payload capacity, and updated safety and emissions standards compared to the existing F-450, while maintaining the size and maneuverability necessary for a Type 6 response unit. This vehicle enhances the City’s ability to maintain a reliable and modern apparatus capable of meeting current and future operational demands.
The acquisition of a Type 6 Fire Rescue Squad will also provide greater operational flexibility and help ensure that the Fire Department has an appropriate response vehicle available for a wide range of incidents. The vehicle will support personnel and equipment during routine emergency operations while also serving as a valuable resource during larger or prolonged incidents, special events, and periods of increased emergency activity.
Fire Apparatus Solutions (FAS), an authorized Danko dealer, holds a current contract with the Helping Governments Across the Country Buy (HGACBuy) Cooperative Purchasing Program. This contrat was awarded through a competitively solicited process, allowing the City to streamline the procurement while obtaining competitively established pricing. The City’s Purchasing Policy and Procedures permit the use of cooperative purchasing agreements awarded through a competitive process.
Investing in this type of apparatus will complement the Department’s existing fleet, improve response efficiency, and provide a cost-effective means of expanding emergency response capabilities without relying solely on larger, more resource-intensive apparatus.
Staff therefore recommends moving forward with the purchase of a 2026 Ford Super Duty F-550 XLT Type 6 Fire Rescue Squad to support the City’s ongoing commitment to maintaining effective, reliable, and responsive fire and emergency services.
Council Agenda 9-1-2026 9.H-1
Packet Page 66
Conclusion and Recommendation
Staff recommends that the City Council adopt a resolution (Attachment 1) authorizing the award and purchase of a Type 6 Fire Rescue Squad to replace the existing vehicle from Fire Apparatus Solutions for $450,148.97.
FISCAL IMPACT:
The FY 2027 Motor Vehicle Replacement (MVR) Fund budget includes $500,000 to replace Rescue 64 (Vehicle number FD262) and additional equipment needed to place the vehicle into service.
The available FY 2026 budget and estimated costs are shown in Table 1.
Table 1: Budget and Cost of Proposed Vehicle Replacement Item Fiscal Impact
FY 2027 Bud et $500,000.00
Chassis purchase $425,148.97
Equipment and installation FAS 25,000.00
dditional Misc. equipment 49,851.03
Total Estimated Vehicle and Equipment Cost $500,000.00
Remainin Balance $0
ATTACHMENTS:
1. Resolution
2. Quote from Fire Apparatus Solutions
3. HGACBuy FS12-23 Contract worksheet
4. Sales Drawing
Prepared by:
Michelle Pearson, Analyst
Submitted by: Paul Provence, Battalion Chief
City Manager Approval:
Council Agenda 9-1-2026 9.H-2
Packet Page 67
RESOLUTION NO. R-2026-XXX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PISMO BEACH, CALIFORNIA AUTHORIZING THE PURCHASE OF A 2026 TYPE 6 FIRE RESCUE
SQUAD VEHICLE FROM FIRE APPARATUS SOLUTIONS IN THE AMOUNT OF $450,148.97
WHEREAS, the Fiscal Year (FY) 2027 Motor Vehicle Replacement (MVR) Fund budget includes $500,000 for the replacement of the Fire Department’s Rescue 64 and additional equipment needed to place the vehicle into service; and WHEREAS, due to the age of the vehicle, diminished operational efficiency, and reduced reliability, staff recommends replacing the current vehicle to enhance operational flexibility, provide updated safety and emissions standards, reduce maintenance costs, and support ongoing departmental needs; and
WHEREAS, staff has identified Fire Apparatus Solutions (FAS), an authorized Danko dealer in California, that holds a current contract with Helping Governments Across the Country Buy (HGACBuy) Cooperative Purchasing Program; this contract was awarded through a competitively solicited process and have been awarded a contract for Fire Rescue Squad vehicle; the City’s Purchasing Policy and Procedures permit the use of cooperative purchasing agreements awarded through a competitive process; and WHEREAS, the cost of the Type 6 Fire Rescue Squad including tax is $450,148.97 and the cost of additional equipment, electronics, decals, etc. needed to place the vehicle in to service is estimated to at $49,851.03, for a total estimated cost of $500,000.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Pismo Beach hereby authorizes the purchase of one 2026 Type 6 Fire Rescue Squad vehicle (FD262) from Fire Apparatus Solutions in the amount of $450,148.97, in accordance with the quotation attached to staff’s report dated September 1, 2026.
UPON MOTION OF Council Member , seconded by Council Member , the foregoing resolution was adopted by the City Council of the City of Pismo Beach this 1st day of September 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
RECUSED:
Attachment 1
Council Agenda 9-1-2026 9.H-3
Packet Page 68
________________________ ________________________
Ed Waage, Mayor Erica Kirkwood, City Clerk
IN WITNESS WHEREOF, I have hereunto set my hand and official seal of the City of Pismo Beach on _______________________.
________________________
Erica Kirkwood, City Clerk
Approved: Attest:
Attachment 1
Council Agenda 9-1-2026 9.H-4
Packet Page 69
Pismo Beach Rescue/Type 6
Sales Rep: Steve Langston
1762 South Sycamore Ave, Rialto, CA 92376
(1) Danko Type 6
(661) 301-7352 [email protected]
Equipment and Mounting
Chasiss Prepayment discount -$6,600.00
$415,842.00 x 1 $415,842.00
8.250%$34,306.97 x 1 $34,306.97
$450,148.97 x 1 $450,148.97
Tax rates are subject to change and the tax will be determined at the time of registration. Any changes to the price will be documented on a Change Order which may increase or decrease the price during the build process.
California Tire Fee is included. FAS will register the Vehicle. Pricing is good for 60 days. Fire Apparatus Agreement and or a Purchase Order needs to be submitted to Fire Apparatus Solutions. Signature below represents agreement to the Pricing and Terms listed above.
PROPOSAL
The expected build completion time is 485 days.
This purcahse will be made via the HGAC Contract# FS12-23.
Pretax Total
Sales Tax @
Total Purchase
$450,148.97
(1) Danko Type 6
Signing this agreement constitutes the purchase of (1) Danko Type 6 for the total cost of:
Pismo Beach Rescue/Type 6 Fire Apparatus Solutions
8/8/2026Steve Langston
Chassis prepayment will be $85,000 dollars,invoiced when delivered to Danko 8/8/2026fàxäx _tÇzáàÉÇ
Attachment 2
Council Agenda 9-1-2026 9.H-5
Packet Page 70
City of Pismo Beach Fire Department
Prepared For: Pismo Beach, CA
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA Danko Emergency Equipment Co
Snyder, NE 68664
David Knobbe
Note:Photo may not represent exact vehicle or selected equipment.
Selected Model and Options
MODEL
CODE MODEL
W5H 2026 Ford Super Duty F-550 DRW XLT 4WD Crew Cab 179" WB 60" CA Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 2
COLORS
CODE DESCRIPTION
PQ Race Red
OPTIONS
CODE DESCRIPTION
99T Engine: 6.7L 4V OHV Power Stroke V8 Turbo Diesel B20 -inc: Operator Commanded Regeneration (OCR), Diesel Exhaust Fluid (DEF) tank and manual push-button engine-exhaust braking, 4.10 Axle Ratio 44G Transmission: TorqShift 10-Speed Automatic -inc: SelectShift, selectable drive modes: normal, tow/haul, eco, slippery roads and off-road and transmission power take-off provision (STD) 663A Order Code 663A -inc: 410 Amp Dual Alternators, 250 Amp + 160 Amp X4L Limited Slip w/4.30 Axle Ratio
64D Wheels: 19.5" x 6" Forged Polished Aluminum -inc: bright hub covers/center ornaments TGK Tires: 225/70Rx19.5G BSW Traction (TGK) -inc: 4 traction tires on the rear and 2 traction tires on the front, Not recommended for over the road applications; could incur irregular front tire wear and/or NVH PQ Race Red
3S Medium Dark Slate, Cloth 40/20/40 Split Bench Seat -inc: 20% center under-seat storage, center armrest, cupholder, storage, 2-way adjustable driver/passenger headrests and driver's side manual lumbar 47J Fire/Rescue Prep Pkg w/EPA Special Emissions -inc: upgraded front springs/GAWR rating, please see Supplemental Order Guide or visit fordbbas.com for complete details, Incomplete vehicle package - requires further manufacture and certification by a final stage manufacturer, Ford urges Fire/Rescue vehicle manufacturers to follow the recommendations of the Ford Incomplete Vehicle Manual and the Ford Truck Body Builders Layout Book (and pertinent supplements), Note 1: Stationary Elevated Idle Control (SEIC) has been integrated into the engine control module, Note 2: Engine calibration significantly reduces the possibility of depower mode when in stationary PTO operation, Note 3: Must meet the definition of an emergency vehicle, an Ambulance or Fire Truck per 40 CFR 86.1803.01 in the federal register, Note 4: California Code of Regulations allows for the sale of federally certified emergency vehicles in California, 410 Amp Dual Alternators, 250 Amp + 160 Amp 41H Engine Block Heater
67B 410 Amp Dual Alternators -inc: 250 Amp + 160 Amp
535 High Capacity Trailer Tow Package -inc: trailer brake wiring kit, Increases GCW from 32,500 lbs, to 40,000 lbs, Note: Salesperson's Portfolio or Trailer Towing Guide should be consulted for specific trailer towing or camper limits and corresponding required equipment, axle ratios and model availability, See Supplemental Reference for vehicle height consideration
86S Low Deflection Spacers -inc: 2" spacer blocks, Recommended for rear-biased loading, such as wrecker/retriever applications
41P Transfer Case Skid Plates
68M GVWR: 19,500 lb Payload Plus Upgrade Package 1 -inc: upgraded frame, upgraded rear-axle and low deflection/high capacity rear springs, Increases max RGAWR to 14,706 lbs, Note: See Order Guide Supplemental Reference for further details on GVWR
67P Extra Heavy-Duty Front End Suspension - 7,500 GAWR -inc: upgraded front axle and max 7,500 lbs, Front springs/GAWR rating for configuration selected, Incomplete vehicle package - requires further manufacture and certification by a final stage manufacturer
Attachment 2
Council Agenda 9-1-2026 9.H-6
Packet Page 71
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 3
OPTIONS
CODE DESCRIPTION
54F PowerScope Trailer Tow Mirrors w/Heat -inc: power-folding w/Autofold, telescoping, power glass, turn signal, high -intensity LED security approach lamps and utility lighting system (LED side-mirror spotlights) 166 Carpet Delete -inc: Replaced w/black flooring
872 Rear View Camera & Prep Kit -inc: Pre-installed content includes cab wiring and frame wiring to the rear most cross member, Upfitters kit includes camera w/mounting bracket, 20' jumper wire and camera mounting/aiming instructions
76C Exterior Backup Alarm (Pre-Installed)
Options Total
Standard Equipment
Mechanical
Engine: 7.3L 2V DEVCT NA PFI V8 Gas -inc: 410 Amp Dual Alternators, 250 Amp + 160 Amp (STD) Transmission: TorqShift 10-Speed Automatic -inc: SelectShift, selectable drive modes: normal, tow/haul, eco, slippery roads and off-road and transmission power take-off provision (STD)
4.88 Axle Ratio (STD)
50-State Emissions System
Transmission w/Driver Selectable Mode and Oil Cooler
Electronic Transfer Case
Part-Time Four-Wheel Drive
68-Amp/Hr 750CCA Maintenance-Free Battery w/Run Down Protection Dual 250 Amp Alternator
Trailer Wiring Harness
Towing Equipment -inc: Brake Controller and Trailer Sway Control 10520# Maximum Payload
GVWR: 18,000 lbs Payload Package
HD Gas-Pressurized Shock Absorbers
Front And Rear Anti-Roll Bars
Firm Suspension
Hydraulic Power-Assist Steering
40 Gal. Fuel Tank
Single Stainless Steel Exhaust
Dual Rear Wheels
Auto Locking Hubs
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 4
Mechanical
Front Suspension w/Coil Springs
Solid Axle Rear Suspension w/Leaf Springs
4-Wheel Disc Brakes w/4-Wheel ABS, Front And Rear Vented Discs, Brake Assist, Hill Hold Control and Electric Parking Brake
Upfitter Switches
Exterior
Wheels: 19.5" x 6" Argent Painted Steel -inc: Hub covers/center ornaments not included (STD) Tires: 225/70Rx19.5G BSW A/P (STD)
Chrome Front Bumper w/Body-Colored Rub Strip/Fascia Accent and 2 Tow Hooks Black Fender Flares
Black Side Windows Trim and Black Front Windshield Trim Black Door Handles
Black Power Heated Side Mirrors w/Convex Spotter, Manual Folding and Turn Signal Indicator Manual Extendable Trailer Style Mirrors
Fixed Rear Window
Variable Intermittent Wipers
Deep Tinted Glass
Aluminum Panels
Front Splash Guards
Chrome Grille
Autolamp Auto On/Off Reflector Halogen Daytime Running Lights Preference Setting Headlamps w/Delay-Off Cab Clearance Lights
Perimeter/Approach Lights
Front Fog Lamps
Entertainment
Radio w/Seek-Scan, Clock, Speed Compensated Volume Control and Aux Audio Input Jack Radio: AM/FM Stereo w/MP3 Player -inc: 6 speakers and auxiliary audio input jack Fixed Antenna
6 Speakers
SYNC 4 w/8" Center Display -inc: wireless phone connection, cloud connected, AppLink w/app catalog, 911 Assist, Apple CarPlay and Android Auto compatibility and digital owner's manual Wireless Phone Connectivity
2 LCD Monitors In The Front
Attachment 2
Council Agenda 9-1-2026 9.H-7
Packet Page 72
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 5
Interior
4-Way Driver Seat -inc: Manual Recline and Fore/Aft Movement 4-Way Passenger Seat -inc: Manual Recline and Fore/Aft Movement 60-40 Folding Split-Bench Front Facing Fold-Up Cushion Rear Seat Manual Tilt/Telescoping Steering Column
Gauges -inc: Speedometer, Odometer, Oil Pressure, Engine Coolant Temp, Tachometer, Transmission Fluid Temp, Engine Hour Meter, Trip Odometer and Trip Computer Power Rear Windows
Front Cupholder
Rear Cupholder
3 12V DC Power Outlets
Compass
Remote Keyless Entry w/Integrated Key Transmitter, Illuminated Entry and Panic Button Cruise Control w/Steering Wheel Controls
Manual Air Conditioning
HVAC -inc: Underseat Ducts
Locking Glove Box
Full Cloth Headliner
Urethane Gear Shifter Material
Interior Trim -inc: Metal-Look Instrument Panel Insert and Chrome Interior Accents Cloth 40/20/40 Split Bench Seat -inc: 20% center under-seat storage, center armrest, cupholder, storage, 2-way adjustable driver/passenger headrests and driver's side manual lumbar Day-Night Rearview Mirror
Driver And Passenger Visor Vanity Mirrors
Full Overhead Console w/Storage, 3 12V DC Power Outlets and 2 Interior 120V AC Power Outlets Front And Rear Map Lights
Full Carpet Floor Covering -inc: Carpet Front And Rear Floor Mats Smart Device Remote Engine Start
Smart Device Integration
Ford Connectivity Package (1-Year Included) -inc: unlimited Wi-Fi hotspot, Included for 1-year from warranty start date, Requires activation via Ford app w/credit card authorization; customer may cancel at any time, Evolving technology/cellular networks/vehicle capability may limit functionality and prevent operation of connected features, Ford may temporarily slow data speeds if such data usage reaches or exceeds 50GB within a billing cycle or due to network limitations, If a customer uses more than 50% of their data usage in a roaming country during a 60-day period, Ford may remove or limit the customer's data plan Instrument Panel Covered Bin, Dashboard Storage, Driver / Passenger And Rear Door Bins and Locking 1st Row Underseat Storage
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 6
Interior
Power 1st Row Windows w/Driver And Passenger 1-Touch Up/Down Delayed Accessory Power
Power Door Locks w/Autolock Feature
Driver Information Center
Trip Computer
Outside Temp Gauge
Digital/Analog Appearance
Front Center Armrest w/Storage
Manual Adjustable Front Head Restraints and Manual Adjustable Rear Head Restraints Seats w/Cloth Back Material
2 Seatback Storage Pockets
Perimeter Alarm
Securilock Anti-Theft Ignition (pats) Immobilizer
Air Filtration
3 12V DC Power Outlets and 2 Interior 120V AC Power Outlets Safety-Mechanical
Driveline Traction Control
Safety-Exterior
Side Impact Beams
Safety-Interior
Dual Stage Driver And Passenger Seat-Mounted Side Airbags Emergency Sos Capability
Pre-Collision Assist with Automatic Emergency Braking (AEB) Lane Departure Warning
Collision Mitigation-Front
Tire Specific Low Tire Pressure Warning
Outboard Front Lap And Shoulder Safety Belts -inc: Height Adjusters Safety Canopy System Curtain 1st And 2nd Row Airbags
Dual Stage Driver And Passenger Front Airbags
Rear Child Safety Locks
Attachment 2
Council Agenda 9-1-2026 9.H-8
Packet Page 73
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 7
WARRANTY
Basic Years: 3
Basic Miles/km: 36,000
Drivetrain Years: 5
Drivetrain Miles/km: 60,000
Corrosion Years: 5
Corrosion Miles/km: Unlimited
Roadside Assistance Years: 5
Roadside Assistance Miles/km: 60,000
Technical Specifications
Powertrain
Transmission
Drivetrain Four Wheel Drive Trans Order Code 44G
Trans Type 10 Trans Description Cont.Automatic w/OD
Trans Description Cont. Again N/A First Gear Ratio (:1)4.62 Second Gear Ratio (:1)2.92 Third Gear Ratio (:1)2.13
Fourth Gear Ratio (:1)1.77 Fifth Gear Ratio (:1)1.52
Sixth Gear Ratio (:1)1.28 Reverse Ratio (:1)4.70
Clutch Size N/A Trans Power Take Off Yes
Final Drive Axle Ratio (:1)N/A Transfer Case Model Electronic Transfer Case Gear Ratio (:1), High N/A Transfer Case Gear Ratio (:1), Low N/A Transfer Case Power Take Off Yes Seventh Gear Ratio (:1)1.00 Eighth Gear Ratio (:1)0.85 Ninth Gear Ratio (:1)N/A
Tenth Gear Ratio (:1)N/A
Mileage
EPA Fuel Economy Est - Hwy N/A Cruising Range - City N/A EPA Fuel Economy Est - City N/A Fuel Economy Est-Combined N/A Cruising Range - Hwy N/A Estimated Battery Range N/A
Engine
Engine Order Code 99T Engine Type Intercooled Turbo
Diesel V-8
Displacement 6.7 L/406 Fuel System Direct Injection
SAE Net Horsepower @ RPM 330 @ 2200 SAE Net Torque @ RPM 950 @ 1800 Engine Oil Cooler No
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 8
Powertrain
Electrical
Cold Cranking Amps @ 0° F (Primary) 750 Cold Cranking Amps @ 0° F (2nd)750 Cold Cranking Amps @ 0° F (3rd)N/A Maximum Alternator Capacity (amps) 250 & 160 Cooling System
Total Cooling System Capacity N/A
Traction Battery
Usable/net Traction Battery Capacity
(kWh)
N/A Gross Traction Battery Capacity (kWh) N/A
Vehicle
Emissions
Tons/yr of CO2 Emissions @ 15K mi/year N/A EPA Greenhouse Gas Score N/A Chassis
Weight Information
Standard Weight - Front 0.00 lbs Standard Weight - Rear 0.00 lbs Base Curb Weight 7438 lbs Gross Axle Wt Rating - Front 7000 lbs Gross Axle Wt Rating - Rear 14706 lbs Curb Weight - Front 4209 lbs Curb Weight - Rear 3189 lbs Option Weight - Front 587.00 lbs Option Weight - Rear 201.00 lbs Reserve Axle Capacity - Front 2204.00 lbs Reserve Axle Capacity - Rear 11316.00 lbs As Spec'd Curb Weight 8186.00 lbs As Spec'd Payload 11314.00 lbs Maximum Payload Capacity 12102.00 lbs Gross Combined Wt Rating 43000 lbs Gross Axle Weight Rating 21706.00 lbs Curb Weight 7398.00 lbs Reserve Axle Capacity 13520.00 lbs Total Option Weight 788.00 lbs Payload Weight Front 0 lbs Payload Weight Rear 0 lbs Gross Vehicle Weight Rating 19500.00 lbs Trailering
Dead Weight Hitch - Max Trailer Wt. 5000 lbs Dead Weight Hitch - Max Tongue Wt. 500 lbs Wt Distributing Hitch - Max Trailer Wt. 18500 lbs Wt Distributing Hitch - Max Tongue Wt. 1850 lbs Fifth Wheel Hitch - Max Trailer Wt.33400 lbs Fifth Wheel Hitch - Max Tongue Wt. 8350 lbs Maximum Trailering Capacity 18500 lbs
Attachment 2
Council Agenda 9-1-2026 9.H-9
Packet Page 74
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 9
Chassis
Frame
Frame Type N/A Sect Modulus Rails Only N/A
Frame RBM N/A Frame Strength N/A
Frame Thickness N/A
Suspension
Suspension Type - Front Other Suspension Type - Rear Leaf Spring Capacity - Front 7000 lbs Spring Capacity - Rear 14706 lbs Axle Type - Front Non-Independent Axle Type - Rear Rigid Axle Axle Capacity - Front 7500 lbs Axle Capacity - Rear 14706 lbs Axle Ratio (:1) - Front 4.30 Axle Ratio (:1) - Rear 4.30 Shock Absorber Diameter - Front N/A Shock Absorber Diameter - Rear N/A Stabilizer Bar Diameter - Front N/A Stabilizer Bar Diameter - Rear N/A Tires
Front Tire Order Code TGK Rear Tire Order Code TGK
Spare Tire Order Code N/A Front Tire Size LT225/70SR19.5 Rear Tire Size LT225/70SR19.5 Spare Tire Size N/A
Front Tire Capacity 7500 lbs Rear Tire Capacity 15000 lbs Spare Tire Capacity N/A Revolutions/Mile @ 45 mph - Front 645 Revolutions/Mile @ 45 mph - Rear 645 Revolutions/Mile @ 45 mph - Spare N/A Wheels
Front Wheel Size 19.5 X 6 in Rear Wheel Size 19.5 X 6 in Spare Wheel Size N/A Front Wheel Material Forged Aluminum Rear Wheel Material Forged Aluminum Spare Wheel Material N/A Steering
Steering Type Re-Circulating
Ball
Steering Ratio (:1), Overall N/A
Steering Ratio (:1), On Center N/A Steering Ratio (:1), At Lock N/A Turning Diameter - Curb to Curb 51.1 ft Turning Diameter - Wall to Wall N/A Brakes
Brake Type 4-Wheel Disc Brake ABS System 4-Wheel
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 10
Chassis
Brakes
Brake ABS System (Second Line)4-Wheel Disc - Front (Yes or )Yes Disc - Rear (Yes or )Yes Front Brake Rotor Diam x Thickness 15.4 in Rear Brake Rotor Diam x Thickness 15.8 in Drum - Rear (Yes or )N/A Rear Drum Diam x Width N/A
Fuel Tank
Fuel Tank Capacity, Approx 40 gal Aux Fuel Tank Capacity, Approx N/A Fuel Tank Location N/A Aux Fuel Tank Location N/A
Dimensions
Interior Dimensions
Passenger Capacity 6 Front Head Room 40.8 in
Front Leg Room 43.9 in Front Shoulder Room 66.7 in
Front Hip Room 62.5 in Second Head Room 40.4 in
Second Leg Room 43.6 in Second Shoulder Room 65.9 in
Second Hip Room 64.7 in
Exterior Dimensions
Wheelbase 179 in Length, Overall w/o rear bumper N/A
Length, Overall w/rear bumper N/A Length, Overall 265.2 in Width, Max w/o mirrors 80 in Height, Overall 82.8 in
Overhang, Front 38.3 in Overhang, Rear w/o bumper 47.2 in Front Bumper to Back of Cab N/A Cab to Axle 60 in
Cab to End of Frame 107.2 in Ground to Top of Load Floor N/A Ground to Top of Frame N/A Frame Width, Rear 34.2 in
Ground Clearance, Front 8.6 in Ground Clearance, Rear 8.6 in Body Length 0.00 ft Cab to Body N/A
Cargo Area Dimensions
Cargo Box Width @ Top, Rear N/A Cargo Box Width @ Floor N/A Cargo Box Width @ Wheelhousings N/A Cargo Box (Area) Height N/A Tailgate Width N/A Cargo Volume N/A
Ext'd Cab Cargo Volume N/A
Attachment 2
Council Agenda 9-1-2026 9.H-10
Packet Page 75
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 11
Weight Ratings
WEIGHT RATINGS
Front Gross Axle Weight Rating:7000 lbs
Rear Gross Axle Weight Rating:14706 lbs
Gross Vehicle Weight Rating:19500.00 lbs
Optional Equipment
ENGINE
CODE DESCRIPTION
99N Engine: 7.3L 2V DEVCT NA PFI V8 Gas -inc: 410 Amp Dual Alternators, 250 Amp + 160 Amp (STD)
99T Engine: 6.7L 4V OHV Power Stroke V8 Turbo Diesel B20 -inc: Operator Commanded Regeneration (OCR), Diesel Exhaust Fluid (DEF) tank and manual push-button engine- exhaust braking, 4.10 Axle Ratio
TRANSMISSION
CODE DESCRIPTION
44G Transmission: TorqShift 10-Speed Automatic -inc: SelectShift, selectable drive modes: normal, tow/haul, eco, slippery roads and off-road and transmission power take-off provision (STD)
OPTION PACKAGE
CODE DESCRIPTION
663A Order Code 663A -inc: 410 Amp Dual Alternators, 250 Amp + 160 Amp
AXLE RATIO
CODE DESCRIPTION
X41 4.10 Axle Ratio
X48 4.88 Axle Ratio (STD)
X4L Limited Slip w/4.30 Axle Ratio
X4N Limited Slip w/4.10 Axle Ratio
X8L Limited Slip w/4.88 Axle Ratio
WHEELS
CODE DESCRIPTION
64D Wheels: 19.5" x 6" Forged Polished Aluminum -inc: bright hub covers/center ornaments 64Z Wheels: 19.5" x 6" Argent Painted Steel -inc: Hub covers/center ornaments not included (STD) TIRES
CODE DESCRIPTION
TGJ Tires: 225/70Rx19.5G BSW A/P (STD)
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 12
TIRES
CODE DESCRIPTION
TGK Tires: 225/70Rx19.5G BSW Traction (TGK) -inc: 4 traction tires on the rear and 2 traction tires on the front, Not recommended for over the road applications; could incur irregular front tire wear and/or NVH
TGM Tires: 225/70Rx19.5G BSW Traction -inc: 4 traction tires on the rear and 2 A/P tires on the front
PRIMARY PAINT
CODE DESCRIPTION
AT Yellow
BY School Bus Yellow
DR Avalanche
E4 Vermillion Red
E9 Argon Blue Metallic
GR Green
JS Iconic Silver Metallic
M7 Carbonized Gray Metallic
MB Orange
PQ Race Red
RR Ruby Red Metallic Tinted Clearcoat
T9 Marsh Gray
UM Agate Black Metallic
W6 Green Gem
Z1 Oxford White
SEAT TYPE
CODE DESCRIPTION
2J Baja, Cloth 40/Console/40 Front Seats -inc: 2-way adjustable driver/passenger headrests and driver's side manual lumbar, Flow-Through Console, Pro Power Onboard - 400W outlet in rear 2S Medium Dark Slate, Cloth 40/Console/40 Front Seats -inc: 2-way adjustable driver/passenger headrests and driver's side manual lumbar, Flow-Through Console, Pro Power Onboard - 400W outlet in rear
3J Baja, Cloth 40/20/40 Split Bench Seat -inc: 20% center under-seat storage, center armrest, cupholder, storage, 2-way adjustable driver/passenger headrests and driver's side manual lumbar
3S Medium Dark Slate, Cloth 40/20/40 Split Bench Seat -inc: 20% center under-seat storage, center armrest, cupholder, storage, 2-way adjustable driver/passenger headrests and driver's side manual lumbar
Attachment 2
Council Agenda 9-1-2026 9.H-11
Packet Page 76
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 13
ADDITIONAL EQUIPMENT - PACKAGE
CODE DESCRIPTION
17V XLT Value Package -inc: Power Adjustable Pedals, Electrochromic Rear View Mirror, Heated Driver's Seat, 8-Way Power Driver's Seat, Remote Start, Autolock/Auto Unlock, Rear Window Defroster
47A Ambulance Prep Package -inc: upgraded front springs/GAWR rating, please see Supplemental Order Guide or visit fordbbas.com for complete details, Incomplete vehicle package - requires further manufacture and certification by a final stage manufacturer, Ford vehicles are suitable for producing ambulances only if equipped w/the Ford Ambulance Prep Package, In addition, Ford urges ambulance manufacturers to follow the recommendations of the Ford Incomplete Vehicle Manual and the Ford Truck Body Builders Layout Book (and pertinent supplements), Using a Ford vehicle without the Ford Ambulance Prep Package to produce an ambulance voids the Ford warranty, Note: Stationary Elevated Idle Control (SEIC) has been integrated into the engine control module, 410 Amp Dual Alternators, 250 Amp + 160 Amp
47J Fire/Rescue Prep Pkg w/EPA Special Emissions -inc: upgraded front springs/GAWR rating, please see Supplemental Order Guide or visit fordbbas.com for complete details, Incomplete vehicle package - requires further manufacture and certification by a final stage manufacturer, Ford urges Fire/Rescue vehicle manufacturers to follow the recommendations of the Ford Incomplete Vehicle Manual and the Ford Truck Body Builders Layout Book (and pertinent supplements), Note 1: Stationary Elevated Idle Control (SEIC) has been integrated into the engine control module, Note 2: Engine calibration significantly reduces the possibility of depower mode when in stationary PTO operation, Note 3: Must meet the definition of an emergency vehicle, an Ambulance or Fire Truck per 40 CFR 86.1803.01 in the federal register, Note 4: California Code of Regulations allows for the sale of federally certified emergency vehicles in California, 410 Amp Dual Alternators, 250 Amp + 160 Amp 47L Ambulance Prep Pkg w/Special Emissions -inc: upgraded front springs/GAWR rating, please see Supplemental Order Guide or visit fordbbas.com for complete details, Incomplete vehicle package - requires further manufacture and certification by a final stage manufacturer, Ford vehicles are suitable for producing ambulances w/special emissions only if equipped w/the Ford Ambulance Prep Package w/EPA Special Emergency Vehicle Emissions, In addition, Ford urges ambulance manufacturers to follow the recommendations of the Ford Incomplete Vehicle Manual and the Ford Truck Body Builders Layout Book (and pertinent supplements), Using a Ford vehicle without the Ford Ambulance Package w/EPA Special Emergency Vehicle Emissions to produce an ambulance w/special emissions voids the Ford warranty, Note 1:
Stationary Elevated Idle Control (SEIC) has been integrated into the engine control module, Note 2: Engine calibration significantly reduces the possibility of depower mode when in stationary PTO operation, Note 3: Must meet the definition of an Emergency Vehicle, an Ambulance or Fire Truck per 40 CFR 86.1803.01 in the Federal Register, Note 4: California Code of Regulations allows for the sale of federally certified emergency vehicles in California, 410 Amp Dual Alternators, 250 Amp + 160 Amp
ADDITIONAL EQUIPMENT - MECHANICAL
CODE DESCRIPTION
41H Engine Block Heater
41P Transfer Case Skid Plates
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 14
ADDITIONAL EQUIPMENT - MECHANICAL
CODE DESCRIPTION
473 Snow Plow Prep Package -inc: pre-selected springs (see order guide supplemental reference for springs/FGAWR of specific vehicle configurations), Note 1: Restrictions apply; see supplemental reference or body builders layout book for details, Note 2: Also allows for the attachment of a winch, Note 3: Highly recommended to add (86M) dual battery on 7.3L gas engine, Adding (67B) 410 amp dual alternators for diesel engine is highly recommended for max power output
535 High Capacity Trailer Tow Package -inc: trailer brake wiring kit, Increases GCW from 32,500 lbs, to 40,000 lbs, Note: Salesperson's Portfolio or Trailer Towing Guide should be consulted for specific trailer towing or camper limits and corresponding required equipment, axle ratios and model availability, See Supplemental Reference for vehicle height consideration 65C Dual Diesel Fuel Tanks -inc: Combines 40 gallon aft-of-axle and 26.5 gallon mid ship tank 65M 26.5 Gallon Mid Ship Fuel Tank -inc: Removes 40 gallon fuel tank 67A 350 Amp Dual Alternators -inc: 190 Amp + 160 Amp
67B 410 Amp Dual Alternators -inc: 250 Amp + 160 Amp
67H Heavy-Service Front Suspension Package -inc: pre-selected heavy-service front springs (see Order Guide Supplemental Reference for springs/FGAWR of specific vehicle configurations), Recommended only on vehicles which will permanently utilize aftermarket equipment such as heavy-duty winches, brush guards or other apparatus which loads the front axle to the specified Gross Axle Weight Rating (GAWR), Note 1: May result in a deterioration of ride quality, Note 2: Vehicle ride height will increase w/the addition of this package 67P Extra Heavy-Duty Front End Suspension - 7,500 GAWR -inc: upgraded front axle and max 7,500 lbs, Front springs/GAWR rating for configuration selected, Incomplete vehicle package - requires further manufacture and certification by a final stage manufacturer 67X Extra Heavy-Service Suspension Package -inc: pre-selected extra heavy-service front springs (see Order Guide Supplemental Reference for springs/FGAWR of specific vehicle configurations), Recommended only on vehicles which will permanently utilize aftermarket equipment such as heavy-duty winches, brush guards or other apparatus which loads the front axle to the specified Gross Axle Weight Rating (GAWR), Note 1: May result in a deterioration of ride quality, Note 2: Vehicle ride height will increase w/the addition of this package 68D GVWR: 17,500 lb Payload Downgrade Package
68H GVWR: 19,550 lb Payload Plus Upgrade Package 2 -inc: upgraded frame, upgraded rear-axle and low deflection/high capacity rear springs, Increases max RGAWR to 14,706 lbs, Note: See Order Guide Supplemental Reference for further details on GVWR 68M GVWR: 19,500 lb Payload Plus Upgrade Package 1 -inc: upgraded frame, upgraded rear-axle and low deflection/high capacity rear springs, Increases max RGAWR to 14,706 lbs, Note: See Order Guide Supplemental Reference for further details on GVWR 86K Programmable Engine Idle Shutdown Timer -inc: Selection of this option enables the driver to select a time period between 1 to 30 minutes before the engine will shut off after idling, There will not be an option to override this timing, Customers needing to idle their vehicles for longer periods should not select this option
86S Low Deflection Spacers -inc: 2" spacer blocks, Recommended for rear-biased loading, such as wrecker/retriever applications
927 Speed Limitation - 75-MPH Governed Top Speed
Attachment 2
Council Agenda 9-1-2026 9.H-12
Packet Page 77
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 15
ADDITIONAL EQUIPMENT - EXTERIOR
CODE DESCRIPTION
153 Front License Plate Bracket
18B Platform Running Boards
512 Spare Tire & Wheel -inc: Excludes carrier, 6-Ton Hydraulic Jack 51D Spare Tire & Wheel Delete *CREDIT*
54F PowerScope Trailer Tow Mirrors w/Heat -inc: power-folding w/Autofold, telescoping, power glass, turn signal, high-intensity LED security approach lamps and utility lighting system (LED side-mirror spotlights)
59H Center High-Mounted Stop Lamp (CHMSL)
61J 6-Ton Hydraulic Jack
61L Front Wheel Well Liner (Pre-Installed)
91G Amber-Wht 360-Deg Dual Beacon LED Warning Strobes -inc: Pre-installed 91S Amber 360-Degree Dual Beacon LED Warning Strobes -inc: Pre-installed 945 Stainless Steel Wheel Covers (Pre-Installed) -inc: Front and rear
ADDITIONAL EQUIPMENT - INTERIOR
CODE DESCRIPTION
166 Carpet Delete -inc: Replaced w/black flooring
16T All-Weather Floor Mats w/o Carpet (Pre-Installed)
21X Vehicle Safe by Console Vault (Pre-Installed)
41A Rapid-Heat Supplemental Cab Heater -inc: 410 Amp Dual Alternators, 250 Amp + 160 Amp 43K Pro Power Onboard - 2kW -inc: dual alternators 12V 250 Amp + 24V 150 Amp, Placement and connection of the aux outlet is the responsibility of the final stage manufacturer 52S Interior Work Surface
76C Exterior Backup Alarm (Pre-Installed)
872 Rear View Camera & Prep Kit -inc: Pre-installed content includes cab wiring and frame wiring to the rear most cross member, Upfitters kit includes camera w/mounting bracket, 20' jumper wire and camera mounting/aiming instructions
ADDITIONAL EQUIPMENT - OTHER
CODE DESCRIPTION
56M Ford US National Fleet Incentives *CREDIT*
79V COV Required *PRICE TO FOLLOW*
___ Fleet Advertising Credit *CREDIT*
C09 Priced DORA
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 16
DEALER INSTALLED OPTIONS
CODE DESCRIPTION
___First Aid Kit w/Ford Logo -inc: Shipped separately from the vehicle for dealer installation ___Illuminated Front Emblem -inc: Shipped separately from the vehicle for dealer installation ___Kicker Subwoofer -inc: Shipped separately from the vehicle for dealer installation ___Roadside Assistance Kit w/Ford Logo -inc: Shipped separately from the vehicle for dealer installation
___SecuriCode Wireless Keyless Entry Keypad -inc: Driver's side, Shipped separately from the vehicle for dealer installation
___Smoke Side Window Deflector Kit (Set of 4) -inc: Low profile by Lund, Shipped separately from the vehicle for dealer installation
___Super Duty Tool Kit by AllTrade -inc: Shipped separately from the vehicle for dealer installation ___Windshield Sunshade by Covercraft -inc: Shipped separately from the vehicle for dealer installation
SHIP THRU CODES
CODE DESCRIPTION
311 Ship-Thru: Dejana
312 Ship-Thru: National Fleet Services
313 Ship-Thru: Brice Equipment
314 Ship-Thru: Reading Equipment & Distribution
315 Ship-Thru: Alt Fuel Innovations, LLC (AFI)
319 Ship-Thru: KC Truck Systems Inc.
31A Ship-Thru: Altec
31B Ship-Thru: Reading Equipment
31C Ship-Thru: Zoresco Equipment
31G Ship-Thru: NBC Truck Equipment
31H Ship-Thru: Manning Truck Equipment
31K Ship-Thru: Adrian Steel
31L Ship-Thru: Holman
31M Ship-Thru: Manning Truck Equipment
31N Ship-Thru: Monroe Truck Equipment
31P Ship-Thru: Roush CleanTech
31S Ship-Thru: Reading Equipment
31T Ship-Thru: Bobs Services LLC
31U Ship-Thru: General Truck Body
Attachment 2
Council Agenda 9-1-2026 9.H-13
Packet Page 78
Vehicle: [Fleet] 2026 Ford Super Duty F-550 DRW (W5H) XLT 4WD Crew Cab 179" WB 60" CA ( Complete )
Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided. Data Version: 29199, Data updated Aug 4, 2026 1:51:00 AM UTC Aug 4, 2026 Page 17
SHIP THRU CODES
CODE DESCRIPTION
31V Ship-Thru: Knapheide Truck Equipment
31W Ship-Thru: Knapheide - IN
31Y Ship Thru: Zoresco Equipment
31Z Ship-Thru: Knapheide
D9D Built: Ohio Plant
D9E Built: Kentucky Truck Plant
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 1 of 34
DANKO QUICK ATTACK
NFPA 1900 COMPLIANCE
The NFPA 1900 “Standard for Aircraft Rescue and Firefighting Vehicles, Automotive Fire Apparatus, Wildland Fire Apparatus, and Automotive Ambulances" 2024 Edition are hereby adopted and made a part of these specifications, the same as if it were written out in full detail.
Should any area, section or portion of the apparatus not meet the intent and applicable requirements of NFPA 1900; a clearly defined listing or explanation of what and or why compliance was not achieved shall be written within these specifications.
The manufacturer shall provide any equipment written within these specifications to be included with the completed apparatus.
DRAWINGS
A detailed drawing that represents the apparatus as described herein shall be provided with these specifications. Generic layouts or drawings of similar apparatus shall not be acceptable.
VEHICLE STABILITY
The apparatus shall comply with the vehicle stability requirements of the 2024 edition of NFPA 1900 section 7.14.3.
HIGHWAY PERFORMANCE
The apparatus shall be tested at its estimated in-service weight to verify the NFPA 1900 section 7.16 Highway Performance and 7.18 General Pre-Delivery Tests are met for the apparatus prior to delivery.
TIRE PRESSURE INDICATING VALVE CAPS
No pressure indicating valve caps shall be provided.
PERMANENT FLUID PLATE
A permanent plate shall be affixed to the completed apparatus specifying the quantity and type of the following fluids that may be used in the apparatus for normal maintenance. Where a fluid is not applicable to the unit, the plate shall be marked N/A to inform a service technician who may not be familiar with the apparatus.
APPARATUS FLUIDS
Attachment 2
Council Agenda 9-1-2026 9.H-14
Packet Page 79
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 2 of 34
** Sample label for reference only
NFPA 1900 required safety signs shall be placed as needed on the apparatus to meet compliance.
CHASSIS
The chassis shall be a Ford Super Duty F-550 crew cab.
Any factory parts removed from the chassis and replaced shall not be returned to the customer unless otherwise specified.
The chassis engine shall be diesel powered.
At time of delivery at the factory the completed apparatus shall be full of diesel and DEF (urea) and all fluid levels checked.
CLEAN & DETAIL APPARATUS
At time of delivery at the factory the completed apparatus shall be cleaned and detailed both inside and out.
FUEL FILL
A diesel fuel fill pocket flange shall be supplied and mounted at the rear of the body.
DEF TANK FILL
The DEF (urea) tank fill shall be mounted on the left side of the apparatus at the front of the body.
CHASSIS AUTOMATIC HIGH IDLE
The chassis shall be provided with a SEIC (Stationary Engine Idle Control) system from Ford. The SEIC shall automatically engage high idle when the chassis detects a significant voltage drop and the transmission is in park.
INTERIOR CAB LIGHTING
There shall be two (2) Whelen 70CREGCS combination red/clear dome lights provided and installed in the chassis cab, one above driver seat and one above passenger seat.
The switch to operate each light will be located near light.
BACKUP ALARM
The chassis shall be equipped with a backup alarm. The backup alarm shall be provided and installed on the chassis by the chassis manufacturer. The backup alarm shall provide an audible alert any time the transmission is shifted into reverse.
The back up alarm shall have a "disabled" switch located on the custom console.
OEM PAINTED CHASSIS CAB
The chassis cab shall be painted standard OEM red from the chassis manufacturer.
OEM CHASSIS RIMS
The wheel rims shall be as stated in the chassis specifications unless otherwise noted.
FRONT BUMPER REPLACEMENT
The chassis front bumper shall be replaced with a Fab Four Premium black steel front bumper.
The aftermarket bumper shall be provided with tow hooks.
The Fab Fours bumper shall be provided with a winch plate capable of handling a 16,500 lb winch. The winch plate shall have a gloss black powder coat finish.
WARN 16.5ti WINCH
A Warn 16.5ti heavy weight series winch shall be supplied and installed at the front of the apparatus.
This winch features a gear ratio of 315:1, high strength carrier plates to handle the gear train stresses and a single-line pulling capacity of up to 16,500 lbs. The winch shall be provided with 90 feet of 7/16" wire rope, and fairlead roller to reduce wire wear.
The winch will also be supplied with a 12' controller lead featuring a thermometric indicator.
SPOT/FLOOD LIGHT
There shall be a HiViz model FT-MB-15-F-B black spot/flood combo installed on the front bumper replacement grille and controlled by a switch in the cab.
INVERTER / BATTERY CHARGER
There shall be a Xantrex Freedom XC 1000W inverter/charger model 817-1050-11 installed on the apparatus. The Freedom XC is a compact automatic 3 stage battery charger and 1000 watt continuous/2000 watt surge pure sine wave inverter with 8.4A continuous output and a peak conversion efficiency of 91%. The inverter has an extended 2 second surge rating of 2000W to meet the power needs of all sorts of demanding loads without putting the equipment at risk.
The inverter/charger shall have a built in 30A transfer relay. The transfer relay automatically transfers any connected loads to receive power from either the chassis or the shoreline when it is connected.
There shall be a built in 20A GFCI duplex outlet provided on the inverter/charger.
Attachment 2
Council Agenda 9-1-2026 9.H-15
Packet Page 80
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 4 of 34
SUPER AUTO EJECT SHORELINE RECEPTACLE
A Kussmaul model 091-55-15-120 Super Auto Eject 120-volt shoreline receptacle shall be installed on the left side of the apparatus and connected to the battery charger.
When the vehicle is started the shoreline shall automatically eject to prevent the vehicle from being moved while still connected.
An industrial grade 120-volt connector designed to function with the super auto eject shall be provided.
DELUXE COVER WITH INDICATOR DISPLAY
The Super Auto Eject shall be supplied with a Deluxe cover that incorporates an OLED display along with a weatherproof cover. The Deluxe cover shall display the volts and amps of the inverter battery and indicate status of the inverter.
The color of the Deluxe cover shall be RED unless otherwise specified. 120 VOLT RECEPTACLE OUTLET STRIP(S)
One (1) outlet strip(s) shall be installed on the apparatus and wired in conjunction with the inverter/charger. Each outlet strip shall have three (3) 15A duplex outlets for a total of six (6) individual outlets.
The outlet strip(s) location shall be as follows:
L3 Compartment on rear bulkhead as high as possible.
RETRACTABLE RUNNING BOARDS
One (1), set of Amp Research PowerStep Xtreme retractable powered running boards shall be supplied and installed on the chassis. These running boards conveniently extend when the cab door is opened and retract when the door is closed.
Featuring heavy duty dual electric motors to quickly deploy and retract the running boards and manufactured with high strength die-cast aluminum components with a military grade PTFE corrosion resistant powder coating these running boards can support up to 600 lbs per side. Includes anti-pinch technology to prevent injury or motor burnout.
Note: The Amp Research running boards will not carry any factory warranty due to them being installed on a F- 550 Super Duty chassis which is not factory approved by Amp research.
APPARATUS BODY
The apparatus body shall be designed to mount on a 60" cab to axle chassis. The body shall have overall dimensions of 96" wide x 120" long with a height of 68".
FRAME AND CROSS MEMBERS
The complete body shall be of a modular design consisting of independent body modules and/or subassemblies and welded to an independent heavy duty support framework. The main body frame rails shall consist of extruded square tubing 2" x 2" x 1/4" wall and extruded angle 2" x 2" x 1/4" thick.
The cross members shall extend the full width of the body to support the compartments. There shall be a minimum of four (4) cross members spaced from front to rear.
This uniform method of construction forms the aluminum into a strong, yet flexible structure.
ELECTRICAL ACCESS PANELS
The rear wall of the rear compartments shall have removable access panels constructed of aluminum treadbrite, to cover and protect all electrical accessories, lights, and wiring mounted at the rear of the apparatus. The panels shall be easily removable to provide access if needed.
GRAVEL SHIELD
There shall be a 1/8" treadbrite aluminum gravel shield attached to the front, outer edges of the apparatus body extending the full height of the body. The gravel shield shall provide protection to help reduce potential damage to the paint from road debris.
RUB RAILS
Aluminum rub rails 1-1/2" wide x 3/8" thick, to be furnished below the front and rear compartment doors on both sides of the apparatus body. The rub rails to be spaced 3/4" from the body enabling shock absorbency and cleaning ease. Spacers shall be nylon, with counter sunk stainless steel bolt fasteners for easy replacement.
REAR FENDER WELLS
The rear fender wells shall be constructed of smooth, painted aluminum with a heavy-duty, extruded aluminum fenderette. A circular smooth aluminum inner wheel liner shall be furnished for each fender providing an easy to clean area. Sufficient clearance shall be provided to allow for the use of tire chains when the apparatus is fully loaded.
BODY FASTENERS
The body shall be fastened to the chassis frame in a minimum of 6 locations. There shall be two (2) spring loaded fastening points at the front to allow flexing as well as two rigid fasteners near the center and two at the rear.
MUD FLAPS
Two (2), mud flaps shall be supplied and mounted one on each side behind the rear wheels.
Attachment 2
Council Agenda 9-1-2026 9.H-16
Packet Page 81
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 6 of 34
TAILBOARD
The tailboard shall be bolted to the receiver assembly to allow for easy replacement if damaged. The tailboard shall be 8" in depth and 88" wide, with a space between the body and the tailboard to allow for easy cleaning. The framework shall be covered with .125" embossed aluminum treadbrite.
TOW EYES
There shall be two (2) tow eyes located at the rear of the apparatus near the rear receiver. The tow eyes shall be constructed of plate steel.
REAR RECEIVER TUBE
There shall be a 2" class 5 receiver tube located at the rear of the apparatus with two safety chain attachment points. The receiver tube shall be rated at 12,000 .lb gross trailer weight and 1,200 .lb maximum tongue weight.
A label shall be placed near the receiver stating the gross trailer weight, and tongue weight.
TRAILER ELECTRICAL PLUG
One (1), 7-prong blade connector with a weatherproof cover shall be supplied and mounted near the rear receiver tube.
LEFT SIDE RECEIVER TUBE
A 2" receiver tube shall be installed on the left side of the apparatus. The receiver shall be bolted directly to the chassis frame rail. The receiver tube shall not be rated.
No power provided.
RIGHT SIDE RECEIVER TUBE
A 2" receiver tube shall be installed on the left side of the apparatus. The receiver shall be bolted directly to the chassis frame rail. The receiver tube shall not be rated.
No power provided.
BODY & COMPARTMENT CONSTRUCTION- SMOOTH ALUMINUM
The entire body shall be constructed of smooth aluminum with all major structural body supports, panels, and compartment floors being fabricated from 3/16" (.1875) smooth aluminum sheets.
All body compartments shall properly sealed to keep dirt and water from entering and shall have smooth aluminum sweep-out floors.
COMPARTMENT VENTING
Body compartments shall be vented as needed to allow doors to properly open and close. The vents shall be mounted in a manner that will reduce the amount of dirt and water that may enter the compartment.
COMPARTMENT DRAIN HOLES
Each compartment shall be have drain holes to allow standing water to exit the compartment.
COMPARTMENT LIGHTING
Each lighted compartment shall be lit with a rugged LED strip light; running vertically along the compartment door opening and activated by an automatic switch. This style of lighting shall provide uniform and consistent illumination throughout the compartment.
BODY ROOF
The body roof sheet shall be fabricated from NFPA compliant embossed non-skid .125” polished aluminum treadbrite. The roof sheet shall be supported with 3" channel to support the weight of several firefighters, and permanently mounted to insure a weatherproof seal.
The roof shall be a two piece roof assembly and be removable. The front section shall cover the tank, the rear portion shall cover the plumbing, pump, reel etc.
There shall be access for the fill towers, the pump engine exhaust shall protrude out the top of the rear roof assembly.
The roof shall be provided with provisions for air flow which will be required for the pump engine.
COMPARTMENT LAP DOORS
The compartment doors shall be double panel lap doors. The outside door panel shall be 3/16" (.1875) 3003 alloy smooth aluminum sheeting and the inner stiffener panel shall be 1/8" (.125) 3003 alloy smooth aluminum sheeting.
There shall be a heavy-duty, automotive type, extruded rubber molding installed around the doors to insure a weatherproof seal. Compartment doors shall have a polished stainless steel continuous hinge with a 1/4" diameter stainless steel pin and shall be fastened to the body with 1024 stainless steel bolts.
Door handles shall be 6" diameter stainless steel recessed "D" ring handles. There shall be a polymer film placed between the handle and door to insulate dissimilar metals and protect against galvanic corrosion. The "D" ring compartment latches shall be adjustable with a single point striker pin and double catch.
DRIP RAILS
Drip rails shall be provided above each door of the body.
Attachment 2
Council Agenda 9-1-2026 9.H-17
Packet Page 82
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 8 of 34
VERTICALLY HINGED SWING-OUT DOORS
All vertically hinged swing-out compartment door(s) shall open from the rear of the body and be spring loaded to hold the door in an open position. The spring loaded door holder shall close the door automatically when the door is positioned over center.
HORIZONTALLY HINGED LIFT-UP DOORS
All horizontally hinged lift-up compartment door(s) shall be furnished with two (2), pressurized, gas filled pneumatic cylinders. There shall be one cylinder on each side of the door to assist in raising and holding the door in the open position. The lift-up door(s) shall swing-up high enough to allow for head clearance.
INNER DOOR PANELS, DA SANDED
All compartment inner door stiffener panels shall be DA sanded in order to create a smooth finish.
COMPARTMENT L1
There shall be a transverse compartment located behind the chassis cab with an approximate door opening of 27" wide x 52" high and a single, vertically hinged swing-out door.
The compartment door handle shall be locking. All locking compartment doors on the apparatus shall be keyed alike.
The compartment under the frame shall have a usable depth of approximately 20".
There shall be one (1) adjustable shelf(ves) located in the compartment. The shelf(ves) will be constructed of 3/16" smooth aluminum with a 2” lip at the front and rear of the shelf.
The shelf(ves) shall be mounted on strut channel to allow them to be adjusted in the compartment.
The shelf shall be center depth.
There shall be matting installed in the adjustable shelf to provide traction and drainage should water enter the compartment.
The shelf front shall be modified to match height of turtle tile (3/4") There shall be a heavy duty, roll out equipment tray installed in the compartment. The tray shall be constructed of 3/16" smooth aluminum with a 4" minimum perimeter and an abraded finish and will extend to the center of the apparatus.
The roller rail system shall be a SlideMaster model SM3-SP steel assembly with a rated distributed load capacity of 1,000 lbs and 100% extension capabilities.
COMPARTMENT L2
There shall be a compartment located above the rear chassis wheels with an approximate door opening of 50" wide x 29" high and a single, horizontally hinged lift-up door.
The compartment door handle shall be locking. All locking compartment doors on the apparatus shall be keyed alike.
The compartment shall have a usable depth of approximately 20".
A permanent aluminum divide shall be provided and mounted 30" rearward of the front bulkhead.
The two roll out trays shall be mounted in the area rearward of the permanent divide.
There shall be vertical struts located in the compartment for the future installation of shelves/trays.
There shall be two (2) roll out tray(s) located in the compartment that are adjustable. The roll-out tray shall be constructed of 3/16" smooth aluminum with a 3" lip around the perimeter of the tray. The tray shall be mounted with a pair of heavy-duty lock-in/lock-out slides with a full width Austin lift-up Front Drawer Release for convenient one handed operation.
The tray shall have a maximum capacity of 500 lbs.
There shall be matting installed in the roll-out tray to provide traction and drainage should water enter the compartment.
There shall be One (1) full height, slide out toolboard(s) provided and mounted in the compartment. The toolboard(s) shall consist of an abraded smooth aluminum sheet with a 90 degree bend on the front edge to provide strength and act as a handle. The aluminum toolboard(s) shall be mounted to heavy- duty lock-in/lock-out slides with a front trigger release.
The toolboard will be mounted 15" rearward of the front bulkhead.
Attachment 2
Council Agenda 9-1-2026 9.H-18
Packet Page 83
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 10 of 34
There shall be floor matting installed in the compartment to provide traction and drainage should water enter the compartment.
This compartment door opening shall be supplied with two (2) lighting strips, located one on each side of the door opening running vertically.
COMPARTMENT L3
There shall be a compartment located behind the rear chassis wheels with an approximate door opening of 29" wide x 52" high and a single, vertically hinged swing-out door.
The compartment door handle shall be locking. All locking compartment doors on the apparatus shall be keyed alike.
The compartment shall have a usable depth of approximately 20".
There shall be two (2) adjustable shelf(ves) located in the compartment. The shelf(ves) will be constructed of 3/16" smooth aluminum with a 2” lip at the front and rear of the shelf.
The shelf(ves) shall be mounted on strut channel to allow them to be adjusted in the compartment.
The shelf front shall be modified to match height of turtle tile (3/4") There shall be matting installed in the adjustable shelf to provide traction and drainage should water enter the compartment.
There shall be one (1) roll out tray(s) located in the compartment. The roll-out tray shall be constructed of 3/16" smooth aluminum with a 3" lip around the perimeter of the tray. The tray shall be mounted with a pair of heavy-duty lock-in/lock-out slides with a full width Austin lift-up Front Drawer Release for convenient one handed operation.
The tray shall have a maximum capacity of 500 lbs.
There shall be matting installed in the roll-out tray to provide traction and drainage should water enter the compartment.
This compartment door opening shall be supplied with two (2) lighting strips, located one on each side of the door opening running vertically.
HOSE BED
There shall be a hose bed built integral above the left side compartments running the full length of the body. The hose bed shall be approximately 12" in height.
This area shall be equipped with drain holes to allow standing water to exit.
A hinged aluminum embossed treadbrite cover shall be supplied on the hose bed. The cover shall be fastened with stainless steel hinges to the outer-side of the body and equipped with a pressurized gas filled pneumatic cylinder to assist in raising and holding the cover in the open position.
A chrome grab handle shall be mounted on the cover to aid in opening and closing the cover.
A drop down hinged drop down door with latch made of smooth aluminum shall be provided at the rear of the hosebed. The drop down door shall have chevron striping provided.
There shall be matting in the hose bed area(s) to provide traction and drainage should water enter the area.
NOTE: Lighting will not be provided in this area and the door or cover (if applicable) will not be connected to the open door warning light.
COMPARTMENT R1
There shall be a transverse compartment located behind the chassis cab with an approximate door opening of 27" wide x 52" high and a single, vertically hinged swing-out door.
The compartment door handle shall be locking. All locking compartment doors on the apparatus shall be keyed alike.
The compartment area under the frame shall have a usable depth of approximately 20".
There shall be one (1) adjustable shelf(ves) located in the compartment. The shelf(ves) will be constructed of 3/16" smooth aluminum with a 2” lip at the front and rear of the shelf.
The shelf(ves) shall be mounted on strut channel to allow them to be adjusted in the compartment.
The shelf shall be center depth.
There shall be matting installed in the adjustable shelf to provide traction and drainage should water enter the compartment.
There shall be a heavy duty, roll out equipment tray installed in the compartment. The tray shall be constructed of 3/16" smooth aluminum with a 4" minimum perimeter and an abraded finish and will extend to the center of the apparatus.
Attachment 2
Council Agenda 9-1-2026 9.H-19
Packet Page 84
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 12 of 34
The roller rail system shall be a SlideMaster model SM3-SP steel assembly with a rated distributed load capacity of 1,000 lbs and 100% extension capabilities.
The tray shall be provided with an IMS spring lock. The spring lock is operated with a round red knob, pulling on the knob releases the tray for outward travel and pushing on the knob releases for inward travel. The spring lock automatically locks the tray in the open and closed positions.
There shall be matting installed in the roll-out tray to provide traction and drainage should water enter the compartment.
There shall be floor matting installed in the compartment to provide traction and drainage should water enter the compartment.
This compartment door opening shall be supplied with two (2) lighting strips, located one on each side of the door opening running vertically.
COMPARTMENT R2
There shall be a compartment located above the rear chassis wheels with an approximate door opening of 50" wide x 29" high and a single, horizontally hinged lift-up door.
The compartment door handle shall be locking. All locking compartment doors on the apparatus shall be keyed alike.
The compartment shall have a usable depth of approximately 20".
There shall be one (1) adjustable shelf(ves) located in the compartment. The shelf(ves) will be constructed of 3/16" smooth aluminum with a 2” lip at the front and rear of the shelf.
The shelf(ves) shall be mounted on strut channel to allow them to be adjusted in the compartment.
There shall be matting installed in the adjustable shelf to provide traction and drainage should water enter the compartment.
There shall be floor matting installed in the compartment to provide traction and drainage should water enter the compartment.
This compartment door opening shall be supplied with two (2) lighting strips, located one on each side of the door opening running vertically.
COMPARTMENT R3
There shall be a compartment located behind the rear chassis wheels with an approximate door opening of 29" wide x 52" high and a single, vertically hinged swing-out door.
The compartment door handle shall be locking. All locking compartment doors on the apparatus shall be keyed alike.
The compartment shall have a usable depth of approximately 20".
There shall be one (1) adjustable shelf(ves) located in the compartment. The shelf(ves) will be constructed of 3/16" smooth aluminum with a 2” lip at the front and rear of the shelf.
The shelf(ves) shall be mounted on strut channel to allow them to be adjusted in the compartment. The strut channel shall be full height.
The shelf front shall be modified to match height of turtle tile (3/4") There shall be matting installed in the adjustable shelf to provide traction and drainage should water enter the compartment.
There shall be one (1) roll out tray(s) located in the compartment. The roll-out tray shall be constructed of 3/16" smooth aluminum with a 3" lip around the perimeter of the tray. The tray shall be mounted with a pair of heavy-duty lock-in/lock-out slides with a full width Austin lift-up Front Drawer Release for convenient one handed operation.
The tray shall have a maximum capacity of 500 lbs.
There shall be matting installed in the roll-out tray to provide traction and drainage should water enter the compartment.
This compartment door opening shall be supplied with two (2) lighting strips, located one on each side of the door opening running vertically.
Attachment 2
Council Agenda 9-1-2026 9.H-20
Packet Page 85
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 14 of 34
DUNNAGE STORAGE
There shall be a dunnage storage area built integral above the right side compartments running the full length of the body. The dunnage area shall be approximately 12" in height and accessible from the top.
This area shall be equipped with drain holes to allow standing water to exit.
A hinged aluminum embossed treadbrite cover shall be supplied to enclose the dunnage storage area.
The cover shall be fastened with stainless steel hinges to the outer-side of the body and equipped with a pressurized gas filled pneumatic cylinder to assist in raising and holding the cover in the open position.
A chrome grab handle shall be mounted on the cover to aid in opening and closing the cover and an exterior hold-down latch will be provided to prevent the cover from accidentally opening in route to the scene.
There shall be matting in the dunnage storage area(s) to provide traction and drainage should water enter the area.
NOTE: Lighting will not be provided in this area and the door or cover (if applicable) will not be connected to the open door warning light.
REAR UNDER BED COMPARTMENT
There shall be an aluminum storage compartment located under a part of the cargo skid unit floor and accessible from the rear. This compartment shall be approximately 40" W x 12" H (useable) with a depth of 56" with a horizontally hinged drop down smooth aluminum door.
A locking D ring style latch shall be installed at center.
NOTE: Lighting will not be provided in this area.
STEPS
Steps shall be 8" die cast zinc/aluminum alloy folding type and to be mounted with stainless steel bolts.
The surface area shall be at least 35 square inches and withstand a load of at least 500 pounds.
Each folding step shall be provided with an upper and lower LED light to illuminate the stepping areas.
The integral step lighting shall be activated with the ground and surface lighting.
The steps shall be located in the follows areas:
Six (6) folding steps shall be mounted at the rear of the body, three per side.
HANDRAILS
Handrails shall be round extruded aluminum. The handrail brackets shall be brass, chrome plated and fastened to the body with stainless steel bolts. Each handrail shall include a RED LED light backlight.
The handrails shall be located in the following area(s):
Two (2) vertical handrails shall be mounted on the rear of the body, one each side. The handrail shall be approximately 12" in height.
One (1) horizontal handrail shall be mounted on the driver side at the top of the body.
One (1) horizontal handrail shall be mounted on the passenger side at the top of the body.
All handrails to be Hansen brand with lights and knurled finish and no rubber inserts. The lights shall be activated same as ground lights.
HOSE HOOKS
Two (2) Cast Products hose hangers shall be provided for the hose hook brackets, the hose hook brackets shall be mounted between the top and bottom steps, one on each side at the rear of the apparatus.
SCBA CYLINDER STORAGE LEFT SIDE WHEEL WELL
Two (2), single SCBA cylinder storage tubes shall be installed in the rear wheel well area on the driver's side of the body. The tube shall be an aluminum 8" diameter tube with a protective insert to prevent damage to the cylinder. There shall be a drain hole in the rear of the tube and a safety strap installed to secure the cylinder inside the tube.
Two (2), Cast Products hinged access doors shall be provided to enclose the cylinder storage tubes.
NOTE: The customer bottles are 23.5" in height, an extension shall be provided to ensure the bottle storage is adequate.
SCBA CYLINDER STORAGE RIGHT SIDE WHEEL WELL
Two (2), single SCBA cylinder storage tubes shall be installed in the rear wheel well area on the passenger's side of the body. The tube shall be an aluminum 8" diameter tube with a protective insert to prevent damage to the cylinder. There shall be a drain hole in the rear of the tube and a safety strap installed to secure the cylinder inside the tube.
Two (2), Cast Products hinged access doors shall be provided to enclose the cylinder storage tubes.
NOTE: The customer bottles are 23.5" in height, an extension shall be provided to ensure the bottle storage is adequate.
Attachment 2
Council Agenda 9-1-2026 9.H-21
Packet Page 86
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 16 of 34
12-VOLT ELECTRICAL
All electrical equipment shall be installed using high temperature, copper, multi-strand, crosslink-coated wire. The wiring shall be colored coded and the function labeled every 3” end to end.
All wiring shall be enclosed in a protective loom throughout the electrical system and rubber grommets shall be used where the wiring passes through module walls.
All wire connections located under the apparatus body shall be weatherproofed with a clear, flexible, protective coating.
CAB CONSOLE
There shall be a custom built console installed in the chassis cab between the front bucket seats. The console shall have a standard layout designed by the manufacturer to accommodate light and siren controls, and other items specific to the apparatus.
The console shall be finished with a black, durable textured coating.
The top of the console shall be tilted up at the front side to allow for better visibility of the controls and help reduce sun glare.
There shall be One (1) open storage pocket(s) provided at the rear of the console. It shall be the same width as the console and extend approximately 2 1/2" from the rear of the console.
There shall be two (2) plastic cup holders provided in the cab console.
There shall be two (2) side mount armrests provided and installed on the cab console.
There shall be two momentary rocker switches located on the custom console.
Rocker switches to be Carling brand.
Customer to provide use and amp draw at pre-construction meeting.
There shall be one (1) Kussmaul USB Dual Port 091-264 installed in the cab console. The USB dual port has one 18 watt max USB-A port & one 45 watt max USB-C port.
It shall be wired to be hot at all times.
WHELEN CENCOM CONTROL SYSTEM
A Whelen CenCom Core system shall be installed on the apparatus. The CenCom Core system shall include a remote head mounted in the chassis cab console. The control head shall have 3 sections.
Section one shall house 8 push button switches. Section two shall house a 4-position slide switch, 7- position rotary knob and push buttons for manual & airhorn. Section three shall house three push buttons to control the traffic advisor (if equipped).
The CenCom Core shall be wired to control the siren and all warning lights, scene lights, and any other specified electrical devices.
APPARATUS BODY 12-VOLT DISCONNECT
One (1), disconnect solenoid with a sufficient amp rating shall be wired from the battery and activated by the chassis ignition to disconnect all electrical accessories added by the body manufacturer. Items such as auxiliary engine starter, winch, booster reel(s), or high amp load items shall be excluded from the disconnect solenoid.
One (1), reset breaker shall be installed between the solenoid output and any electrical load.
One (1), indicator light shall be provided to indicate the apparatus 12-volt system is on. The light shall be located in the chassis cab and be visible from the driver’s positions. The light shall be green in color and labeled "BATTERY ON".
DOOR OPEN WARNING LIGHT
A flashing red LED hazardous warning light shall be mounted in the chassis cab. This light shall indicate any open compartment doors, and/or other items permanently attached to the apparatus that may cause damage should the apparatus be moved.
The warning light shall be marked with a decal that states "DO NOT MOVE APPARATUS WHEN LIGHT IS ON".
Note: Doors without a light strip shall not be connected to the open door warning light.
RADIO CUTOUT AND POWER
Two (2), cutout(s) for a customer installed radio shall be provided on the cab console. There shall be mounting tabs located inside the console to allow for easy mounting of the radio by the customer.
Two (2), 12 volt spare circuit(s), with appropriate breakers and lead wires, shall be provided and routed to a location inside the cab console and tagged. The spare circuit shall be switched on and off with the ignition.
NOTE: Customer is required to provide radio brand and model at time of the pre-construction to ensure the correct cutout.
Attachment 2
Council Agenda 9-1-2026 9.H-22
Packet Page 87
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 18 of 34
BRAKE/TURN/REVERSE LIGHTS
The apparatus shall be equipped with the following rear tail light package.
The brake/tail lights shall be Whelen M6 series model M6BTT lights. The lights shall have red LED's and a red lens. (top)
The turn arrow lights shall be Whelen M6 model M6T lights. The lights shall have amber LED's and an amber lens. (center)
The reverse lights shall be Whelen M6 model M6BUW lights. The lights shall have clear LED's and a clear lens. (lower)
The lights shall be housed in a Whelen M6FCV4 four (4) light vertical chrome plated housing.
The lower zone C warning lights shall be Whelen M6 model M6RC lights. The lights shall be installed at the bottom of the light flange. The lights shall have red LED's and a clear lens.
CLEARANCE MARKER LIGHTS
There shall be LED clearance marker lights provided to comply with ICC regulations. The clearance marker lights shall be located one on each side and rear corner of the apparatus body and a triple red light cluster recessed at the rear center of the body for a total of seven clearance marker lights.
Reflectors shall be supplied on the perimeter of the apparatus as specified by ICC regulations.
LICENSE PLATE BRACKET
A polished aluminum, LED lighted license plate bracket shall be mounted at the rear of the apparatus.
LED GROUND & SURFACE LIGHTING
LED ground and surface lighting shall be installed in areas where personnel may be expected to climb onto the apparatus and to illuminate all work surfaces, steps, and walkways. These areas shall include cab doors, and the rear step area.
The ground and surface lighting shall be activated when the transmission is in park.
An additional switch shall be provided in the cab to activate or deactivate the ground and surface lighting at any time.
SIREN
The siren shall be built-in as part of the Whelen CenCom system and controlled with the CenCom controller.
SPEAKER
Two (2), Cast Products compact speakers, model SA4201-6B, 100 watt speaker shall be mounted on the apparatus.
UPPER ZONE A LIGHTING
One (1), Whelen Liberty ll customer 54" LED lightbar shall be installed on the apparatus. The lightbar shall be configured as per diagram.
All white forward facing emergency lights in the light bar shall be deactivated when the parking brake is engaged in the Blocking Right of Way mode as required by NFPA.
The lightbar shall be mounted on top of the chassis cab roof.
Two (2) red to meet California steady burn as per lightbar layout.
Functions of lightbar.
1. All whites turn off in front when in park and when you press takedown button.
2. When in park, the alternating white flashing lights at front of lightbar turn off.
UPPER ZONE B/ZONE D LIGHTING
The following perimeter lighting shall be installed in the upper B and D zones of the apparatus.
One (1) Whelen M6RC LED light shall be installed on the front passenger's side of the apparatus.
The light shall have red LEDs and a clear lens cover with a chrome flange.
One (1) Whelen M6RC LED light shall be installed on the rear passenger's side of the apparatus. The light shall have red LEDs and a clear lens cover with a chrome flange.
One (1) Whelen M6RC LED light shall be installed on the front driver's side of the apparatus. The light shall have red LEDs and a clear lens cover with a chrome flange.
One (1) Whelen M6RC LED light shall be installed on the rear driver's side of the apparatus. The light shall have red LEDs and a clear lens cover with a chrome flange.
Attachment 2
Council Agenda 9-1-2026 9.H-23
Packet Page 88
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 20 of 34
UPPER ZONE C LIGHTING
Two (2) Whelen M6RC series linear super-LED light shall be installed on the outer rear corners of the apparatus, one per side. The lighthead shall have red LEDs and a clear lens cover. The light shall be housed in a chrome flange.
LOWER ZONE A LIGHTING
Two (2), Whelen M2WRC LED lights shall be installed at the front of the apparatus, one on each side with a chrome flange. The light shall have red LEDs and a clear lens.
LOWER ZONE B/ZONE D LIGHTING
The following perimeter lighting shall be installed in the lower B and D zones of the apparatus.
One (1) Whelen M2WRC LED light shall be installed on the front passenger's side of the apparatus.
The light shall have red LEDs and a clear lens cover with a chrome flange.
One (1) Whelen M2WRC LED light shall be installed on the rear passenger's side of the apparatus.
The lighthead shall have red LEDs and a clear lens cover with a chrome flange.
One (1) Whelen M2WRC LED light shall be installed on the front driver's side of the apparatus. The light shall have red LEDs and a clear lens cover with a chrome flange.
One (1) Whelen M2WRC LED light shall be installed on the rear driver's side of the apparatus. The light shall have red LEDs and a clear lens cover with a chrome flange.
LOWER ZONE C LIGHTING
The lower zone C lighting is included in the brake/turn/reverse lighting package which includes a quad flange.
TRAFFIC ADVISOR
There shall be six (6), Whelen model ION T-Series amber LED lights provided and installed at the rear of the apparatus. The six lights shall be programmed and operated through the Whelen Cencom system to create a traffic advisor. Operator can control left to right, split and right to left.
OEM BACKUP CAMERA
There shall be an OEM backup camera supplied with the chassis by the chassis manufacturer. The camera shall be mounted at the rear of the apparatus with the monitor located in the chassis cab. 12 VOLT FUSE BLOCK
There shall be (3) 12 volt fuse blocks with 6 circuits installed on the apparatus and wired to be hot at all times. The fuse block accepts ATO and ATC blade fuses and has a maximum amperage of 100A total and 30A per circuit. The cover for the fuse block incorporates storage for 2 spare fuses and labels are included to identify circuits.
For all blocks, wire side A to battery direct and side B with key switched for battery power.
The fuse block shall be installed in the following location:
One (1), Inside the chassis cab console
One (1), L1 front bulkhead as high as possible
One (1), R1 front bulkhead as high as possible
There shall be (3) each of the following fuses included. 5A, 10A, 15A, 20A, 25A, 30A (Blue Sea ST Blade Bus Part #5032)
SCENE LIGHTS
Whelen 600EZ series gradient LED scene lights with chrome flanges featuring inner optics to direct the light downward shall be provided and mounted at the following locations:
Two (2) Whelen 600EZ LED Scene lights shall be mounted on the left upper side of the apparatus body.
The left side scene lights shall be activated by a switch located in the chassis cab. The switch shall be labeled "LEFT SCENE LIGHTS.”
Two (2) Whelen 600EZ LED Scene lights shall be mounted on the right upper side of the apparatus body.
The right side scene lights shall be activated by a switch located in the chassis cab. The switch shall be labeled "RIGHT SCENE LIGHTS.”
Two (2) Whelen 600EZ LED Scene lights shall be mounted at the rear of the apparatus, one per side.
The rear scene lights shall be activated by a switch (Cencom) located in the chassis cab. The switch shall be labeled "REAR SCENE LIGHTS.”
There shall also be a weather proof switch at the rear to operate the rear scene lights.
The rear scene lights shall be activated when the chassis is placed in the reverse mode.
Attachment 2
Council Agenda 9-1-2026 9.H-24
Packet Page 89
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 22 of 34
TELESCOPIC LIGHT
Two (2), Whelen Pioneer Plus model #PCH2P LED flood/spot light assembly shall be supplied. The assembly shall incorporate a dual LED flood/spot light with a white powder coated die-cast aluminum housing. The Pioneer flood light shall have 18,520 lumens.
The lighthead(s) shall be mounted to a Fire Research side mount push up telescopic pole. The pole shall be anodized aluminum and have a knurled twist lock mechanism to secure the extension pole in position. The extension pole shall be capable of rotating 360 degrees.
The light(s) shall be controlled with switches mounted inside the chassis cab.
The light(s) shall be located on the front of the apparatus body, one on each side and wired directly to the 12-volt electrical system.
PAINTING
After the apparatus body and components have been fabricated and assembled, the apparatus body shall be completely sanded and deburred for removal of sharp edges. The apparatus and components shall be metal prepped to provide a superior substrate for painting.
The apparatus body and components shall undergo a degreasing/cleaning process, starting with a clear, acidic liquid, designed to remove surface soils and oxidation. This process develops a light phosphate coating, which gives aluminum a superior base for good paint adhesion.
The apparatus body shall be painted to match the OEM chassis paint color:
After the cleaning process, a fast build epoxy primer shall be applied and sanded prior to the top finish coatings. The finish painting process shall consist of applying two (2), coats of high quality, 3.5 VOC polyurethane paint to maintain proper film thickness.
COMPARTMENT INTERIOR PAINT
All compartment interiors shall be painted with a multicolor textured paint. The color shall be "Marblestone" a white and grey finish.
The finish offers exceptional durability for use in apparatus compartments providing a scuff and chemical resistant finish.
ELECTROLYSIS CORROSION CONTROL
The apparatus shall be assembled using ECK or electrolysis corrosion control, on all high corrosion potential areas, such as door latches, door hinges, trim plates, fenderettes, etc. This coating is a high zinc compound that shall act as a sacrificial barrier to prevent electrolysis and corrosion between dissimilar metals. This shall be in addition to any other barrier material that may be used.
All ¼” diameter and smaller screws and bolts shall be stainless steel with a powdered aluminum coating. This coating shall be bonded metallurgically to the stainless screws to prevent peeling and flaking. This coating is designed to reduce the potential for electrolysis and corrosion to occur where items are assembled and attached.
BODY UNDERCOATING
The entire underside of the body shall be coated with a tough, pliable, rubberized coating for protection against abrasion and corrosion. This hybrid undercoating features a water based formula with quick dry capability to achieve early water and weather resistance.
The undercoating shall be applied prior to installation of the body onto the chassis to avoid spraying the product on air lines, cables, or other items that would cause normal maintenance to be hindered.
LETTERING
The lettering shall be provided and installed.
1. PISMO BEACH arched on both front doors (Gold Shadowed)
2. FIRE DEPT. straight in line with stripe on front doors (Gold Shadowed)
3. Truck Number Straight on rear doors. (Gold Shadowed)
4. The door badges will be supplied by the FD.
WHITE REFLECTIVE STRIPING
Reflective striping shall be applied to the exterior of the apparatus in a manner consistent with NFPA. A reflective stripe shall also be applied to the interior of each chassis cab door and body door as well as any equipment such as roll-out trays or frames that protrude beyond the body of the apparatus to indicate a hazard or obstruction. An additional reflective stripe shall be applied to the body's rub rails.
The color of the striping shall be WHITE.
The striping shall be 4" wide and applied to the chassis and body in a straight pattern.
There shall be a 1/4" black reflective stripe applied above and below the center white stripe.There shall be a 3/4" gold stripe above and below the 1/4" black reflective stripe. There shall be a 1/4" black reflective stripe above and below the gold stripe.
Attachment 2
Council Agenda 9-1-2026 9.H-25
Packet Page 90
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 24 of 34
REAR CHEVRON REFLECTIVE STRIPING - RED/YELLOW
There shall be retro-reflective striping applied in a chevron pattern to the rear facing vertical surfaces of the apparatus.
The striping shall consist of alternating red and fluorescent yellow retro-reflective stripes. Each stripe shall be 6" in width and shall be applied to the apparatus at a 45° angle sloping downward and away from the centerline of the apparatus.
BODY STRUCTURE LIMITED WARRANTY
Danko Emergency Equipment Company shall warrant the body structure of the apparatus to be free of defects in design and workmanship for a period of seven (7) years.
ELECTRICAL WARRANTY
Danko Emergency Equipment Company shall warrant to each original purchaser that the Danko supplied electrical equipment are sound and free of all defects of both materials and workmanship, for a period of two (2) years. The warranty shall ensure that the vehicle will be free from defects in the electrical harness and connections under normal use and service within the warranty period.
PAINTED METAL SURFACE WARRANTY
Danko Emergency Equipment Company shall warrant the completed apparatus to be free of blistering, peeling and any other adhesion defect caused by defective manufacturing methods or paint material selection for metal exterior surfaces for a period of seven (7) years.
BASIC LIMITED WARRANTY
Danko Emergency Equipment Company shall warrant to each original purchaser that the apparatus is free of defects in material and workmanship for a period of one (1) year.
LETTERING/STRIPING WARRANTY
Danko Emergency Equipment Company shall warrant to each original purchaser that the apparatus lettering and/or striping shall be free of defects for a period of three (3) years.
MANUALS/DOCUMENTATION
There shall be one (1) 3-ring binder and one (1) electronic copy of the manufacturer operation and maintenance manual provided that covers the completed apparatus.
An additional electronic copy shall be provided inside the chassis in compliance with NFPA 1900.
The manuals shall include chassis documentation, wiring diagrams, and any other documents or technical data referencing the apparatus. Also included shall be any manufacturers warranties and/or guarantees.
DANKO SKID UNIT
UPF Defender Poly Tank
FACTORY INSTALLED SKID UNIT
The skid unit shall be mounted on the above specified fire apparatus and connected to the 12-volt electrical system.
OPERATOR PUMP PANEL
The rear cargo area shall be enclosed with a pump operators panel. The panel shall be constructed of 3/16" aluminum and covered with a black durable finish.
The panel shall be attached to the body on the left and right side, the bottom of the panel shall be attached to the cargo floor. The top of the panel shall terminate at the rear body roof panel.
The panel shall contain instruments, gauges, and optional controls.
The operators panel shall be illuminated with LED lighting and activated when the pump engine starts.
The panel shall be appropriately labeled at all instruments and controls.
The panel shall be provided with slots to provide air flow for the pump engine. A fan with thermostat shall be provided.
PUMP ENGINE RUNNING LIGHT
A green LED light shall be mounted in the chassis cab. This light shall turn on and off with the pump engine ignition to notify the operator when the pump engine is running.
The light shall be labeled "PUMP ENGINE RUNNING".
FIRE PUMP
A Waterous 2515LE pump shall be provided and bolted directly to the specified engine.
The impeller shall be high strength corrosion resistant bronze, fully enclosed, double hubbed to balance hydraulic thrust, and mechanically balanced to eliminate vibration. The volute shall be constructed of high strength aluminum alloy, anodized for superior corrosion resistance. A drain valve shall be located on bottom of the pump volute.
The pump shall have a two (2) year warranty covering material and workmanship. Normal wear items (packing, anodes, mechanical seals, etc.) are not covered by this warranty.
The pump shall be firmly mounted to the skid frame or platform behind the water tank.
Attachment 2
Council Agenda 9-1-2026 9.H-26
Packet Page 91
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 26 of 34
NOTE: The above performance rating is based on full throttle with a flooded suction and discharge plumbing installed.
PUMP ENGINE
A Kubota D902-E4B vertical 4-cycle water cooled 24.8 HP 3 cylinder diesel engine shall be supplied and mounted to the pump. The engine features easy one-sided maintenance, an automotive style oil filter and oil fill tube with dipstick, heavy duty copper radiator, and a heavy duty air cleaner.
There shall be a rain cap installed on top of the exhaust.
Displacement- 0.898 L (54.8 cu in); Bore x Stroke- 72.0 x 73.6 mm; Output- 24.8 HP @ 3,600 rpm; Torque- 41.4 lbs ft @ 2,600 rpm
PUMP ENGINE START CONTROL MODULE
A Deep Sea DSE3110 manual and auto start control module shall be provided and mounted near the pump engine.
The Deep Sea control module has been designed to provide advanced engine monitoring and protection features. The back-lit icon LCD display provides information to the operator regarding engine speed, frequency, voltage, and engine run hours via simple one button navigation. The Deep Sea also features an engine pre-heat setting which warms the engine to a safe temperature at start-up to increase engine life, a remote start input, and shutdown warning protection for multiple fault conditions.
The Deep Sea is IP65 rated for weather resistance.
PUMP ENGINE THROTTLE
The pump engine shall be supplied with a vernier style throttle mounted near the pump operators position. The operation of the remote throttle shall consist of seven full turns from idle to wide open engine speed. The throttle shall have a red center button to quickly return the engine to idle when depressed.
LED PUMP PANEL LIGHT
The rear pump operator's control panel shall be illuminated with a LED light and a shield shall be installed over the light to protect it from the elements. A properly labeled on/off switch shall be supplied and mounted on the rear operators panel.
The rear panel light shall be activated when the pump engine starts.
DISCHARGE PRESSURE GAUGE
There shall be one (1), discharge pressure gauge installed on the rear operators panel. The gauge shall be a minimum of 2-1/2" in diameter with a white face and black text.
IN CAB PUMP ENGINE START
The pump engine shall have a remote start/stop toggle switch provided and mounted in the chassis cab with a red safety guard.
REMOTE VERNIER THROTTLE CONTROL
The apparatus shall be equipped with an additional vernier style remote throttle control located in the chassis cab. The operation of the remote throttle shall consist of seven full turns from idle to wide open engine speed. The throttle shall have a red center button to quickly return the engine to idle when depressed.
DISCHARGE PRESSURE GAUGE
There shall be one (1), discharge pressure gauge installed in the chassis cab in clear view of the operator. The gauge shall be a minimum of 2-1/2" in diameter with a white face and black text.
PUMP ENGINE OIL DRAIN
An engine oil drain valve shall be provided and installed on the engine. The oil drain valve shall have a nipple to accept 3/8" ID hose to allow draining of the engine oil.
An extension hose shall be provided and terminate under the body.
COMMON FUEL SYSTEM
The pump engine shall be connected directly to the chassis fuel tank with a separate siphon tube and an electric fuel pump so that the pump engine and chassis share the same fuel source.
ENGINE COOLER
There shall be a pump engine cooler installed on the Kubota engine. The cooling system uses water from the discharge side of the pump to cool the engine coolant through the use of a closed heat exchanger. The water from the pump and the engine coolant shall not be intermixed.
OILLESS PRIMER
A Waterous VPOS electric motor driven rotatory vane primer shall be utilized. The primer allows repriming while pumping without reducing engine RPM. All rotating parts are made of corrosion resistant, anodized aluminum, stainless steel and composite materials.
A vacuum activated priming valve shall be supplied to control the primer. The VAP opens automatically during pump priming and closes automatically when the primer is deactivated. The primer switch shall be mounted near the pump.
Attachment 2
Council Agenda 9-1-2026 9.H-27
Packet Page 92
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 28 of 34
APPARATUS PUMP SYSTEM CERTIFICATION
The pump shall be tested and certified by the apparatus manufacturer after the pump and all its associated piping and equipment have been installed on the fire apparatus.
The testing shall comply with NFPA 1900 section 15.13 Apparatus Pump System Certification and shall be certified by the apparatus manufacturer. Test results shall be provided to the end user at the time of delivery.
A test label shall be provided to indicate the rated discharges and pressures together with the speed of the engine as determined by the certification test and attached to the vehicle prior to delivery.
MASTER DRAIN VALVE
A manual master pump drain valve shall be installed and located on the rear operators control panel.
INDIVIDUAL DRAINS
Four (4) drains with lift up type handles shall be provided for the discharges. The drain controls shall be located at the rear of the apparatus.
PUMP COOLER LINE
There shall be a Class 1 3/8" pump cooling/recirculating line connected from the discharge side of the pump directly into the water tank. The cooler line shall be controlled with a valve on the operators panel, and it shall be clearly labeled.
PUMP COOLER CHECK VALVE
There shall be a check valve installed in the pump cooler line to prevent tank water from back flowing into the pump when it is not in use.
CUSTOM PLUMBING
Plumbing shall be a combination of heavy duty stainless steel pipe and fittings, and high pressure rubber hose.
The high pressure rubber hose is designed to handle air, mild chemicals and water and is resistant to abrasion and UV protected.
The stainless steel pipe and fittings shall have a polished natural mill finish.
A vertical manifold shall be attached to the discharge side of the pump to facilitate all outlets and reduce friction loss. The manifold shall be constructed of stainless steel tubing.
VALVES
All valves, unless otherwise specified, shall be an Akron 8800 heavy duty brass, quarter-turn, full flow, swing out, non-locking valve with a stainless steel ball. The valve body is constructed of high quality brass.
All valves shall be labeled to indicate function.
All Akron 8800 series valves shall be supplied with a TSC handle with a round knob attached.
TANK TO PUMP
The tank to pump shall be equipped with a 2" Akron 8820 full flow, quarter turn ball, swing-out type valve with a flexible hose to reduce vibration of the pump engine.
The valve shall be labeled and controlled at the rear operators panel.
The valve shall be in the open position when pushed IN and shall be closed when in the OUT position.
PUMP TO TANK/RECIRCULATE VALVE
One (1) 1" tank fill/recirculate line with a 1" Akron 8810 full flow, quarter turn ball valve shall be plumbed directly from the pump discharge to tank with a flexible hose to reduce vibration of the pump engine.
The valve with a push/pull handle shall labeled and operated from the rear operators panel.
GATED INTAKE
One (1), 2-1/2" female intake shall be mounted to the pump inlet and controlled with a 2-1/2” Akron 8825 full flow, quarter turn ball valve. The intake shall terminate with a chrome 2-1/2" NPT female x 2- 1/2" NH female swivel fitting with a screen to prevent foreign objects from entering the pump.
A drain shall be provided on the intake valve.
The rear intake shall be controlled at the rear operators panel, the intake shall be labeled.
PLUG WITH CHAIN
One (1), 2-1/2” NH chrome plug with chain shall be supplied for the intake. 1 1/2" PRECONNECT DISCHARGE
There shall be One (1), 1-1/2" NH preconnect with a 1-1/2" Akron 8815 full flow, quarter-turn ball valve. The preconnect shall be located inside of the left side preconnect hose bed and terminate with a 90° stationary elbow directed towards the rear.
The valve shall be labeled and controlled at the rear operators panel.
Attachment 2
Council Agenda 9-1-2026 9.H-28
Packet Page 93
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 30 of 34
1-1/2” DISCHARGE
One (1) 1-1/2" NH discharge shall be provided with a 1-1/2” Akron 8815 full flow, quarter-turn valve.
The discharge shall terminate with a chrome 1-1/2” NPT male x 1-1/2” NH male fitting and be directed to the rear.
The valve shall be labeled and controlled at the rear operators panel.
CAP WITH CHAIN
One (1), 1-1/2" NH vented chrome cap with chain shall be supplied for the discharge.
FRONT DISCHARGE
One (1), 1-1/2" NH discharge shall be provided with a 1-1/2” Akron 8815 full flow, quarter-turn valve located at the rear manifold. The discharge shall terminate with a chrome 1-1/2” NPT male x 1-1/2” NH male fitting. The discharge shall terminate at the front of the apparatus towards the drivers side of the apparatus.
The valve shall be labeled and controlled at the rear operators panel.
CAP WITH CHAIN
One (1), 1-1/2" NH vented chrome cap with chain shall be supplied for the discharge.
AUTOMATIC DRAIN VALVES
There shall be Class 1 automatic drain valves installed in the lower sections of the front discharge plumbing.The automatic drain valves shall open whenever the pressure in the line drops below 6 PSI.
BOOSTER REEL
One (1), Hannay model EF16.5-30-31 steel electric booster reel, with a capacity of 150' of 1" booster hose shall be supplied. The reel shall be painted graphite in color. The reel shall have a 1" Akron 8810 full flow, quarter turn valve piped from the pump discharge and connected to the booster reel with a flexible hose to reduce vibration from the pump engine.
An auxiliary manual rewind crank shall be supplied with the reel and permanently mounted.
The valve shall be labeled and controlled at the rear operators panel.
One (1), set of enclosed rollers shall be mounted on the rear operators panel. The rollers shall provide assistance in pulling the hose off from the reel and guiding it on after use.
One (1), booster reel rewind switch shall be supplied and mounted on the rear operators panel.
NOZZLE/HOSE BRACKET
One (1), PAC model 1004-2 Handlelok, with a grip range from 1/8" to 1-3/4" and instant release capabilities shall be provided to securely mount the hose and/or nozzle.
The PAC Handlelok shall be mounted below the booster reel rollers on the rear operators panel.
WATER TANK
The water tank shall be a custom built poly tank with a capacity of 200 US gallons.
The tank shall have a LIFETIME WARRANTY as supplied by the tank manufacturer.
The tank shall be manufactured by United Plastics Fabricating Inc. and constructed of black 1/2" thick polypropylene resin. The material shall be of a certified, virgin, high quality, noncorrosive, stress relieved thermo plastic.
All joints and seams shall be fusion welded and electronically and hydrostatically tested for maximum strength. The unit shall incorporate interlocking transverse and longitudinal baffles manufactured of polypropylene completely welded to each other as well as to the inside of the tank.
The exterior of the tank shall be textured poly.
There shall be a minimum of two (2) standard tank connections: one for the tank-to-pump suction line, which shall be sized to provide adequate water flow to the pump; and, one for tank fill line, which shall be sized according to the NFPA minimum size chart for water tanks.
FILL TOWER
The tank shall be equipped with a combination vent/overflow and manual fill tower. The fill tower shall be rectanguler with lift up lid. The cover shall be fastened to the tower.
BOTTOM TANK OVERFLOW
There shall be a vent/overflow installed inside of the fill tower. The vent overflow shall be a polypropylene pipe with a minimum I.D. of 3" that is designed to run through and out the bottom of the tank. The overflow shall be directed to discharge water below the body.
Attachment 2
Council Agenda 9-1-2026 9.H-29
Packet Page 94
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 32 of 34
INTERNAL SUMP
There shall be an internal sump in the tank. The sump shall be the same depth as the tank floor and shall have an anti-swirl plate located above the suction.
TANK DRAIN
There shall be a 1" FNPT female tank drain located under the tank with a 1" stainless steel plug accessible from under the body.
TANK COVER MOUNTING BLOCKS
The water tank cover shall incorporate two (2) mounting blocks that can accommodate sliding nut fasteners. These mounting blocks shall be welded to the tank cover and used to mount a booster reel or other equipment if selected.
WATER LEVEL GAUGE
The apparatus shall be equipped with one (1) Fire Research Tankvision LED electronic water level gauge. This level gauge utilizes ultra bright LEDs for sunlight readability and two wide-viewing lens for 180 degrees of clear viewing.
The water level gauge shall be located at the rear operators panel.
There shall be one (1) Fire Research cab miniature TANKVISION LED electronic water level display located inside the chassis cab.
FOAMPRO 1601 FOAM PROPORTIONING SYSTEM
The apparatus shall be equipped with an electronic, fully automatic, variable speed, direct injection, and discharge side FoamPro model 1601 foam proportioning system. A full flow check valve shall be provided in the discharge piping to prevent foam contamination of fire pump and water tank.
A simulated flow feature shall be incorporated into the motor driver to simulate an approximate flow value of 100 gpm. This feature is to be engaged or disengaged with a momentary switch and will automatically disengage when the main system switch is turned off.
A 12-volt electric motor driven positive displacement plunger pump shall be provided that has the capacity to pump from 0.1 gpm (0.38 L/min) to 1.0 gpm (3.8 L/min) at 200 psi (13.8 BAR) with a maximum operating pressure up to 400 psi (27.6 BAR). The system has a simulated flow feature incorporated into the motor driver to simulate an approximate flow value of 100 gpm.
Foam Concentration
1601 Maximum Water Flow
GPM (L/min)
FOAM CELL
One (1), twelve (12) gallon foam cell shall be constructed an integral part of the polypropylene water tank. The foam cell can be used for either Class A or Class B foam and shall be completely resistant to any reaction caused by the foam or any additives that may be used under normal circumstances. The seams shall be nitrogen welded and spark tested for maximum strength. The foam tank shall have a manual fill tower with lid.
The tower shall be located as indicated by the apparatus manufacturer and have a 1/4" thick removable polypropylene screen and a molded cover.
A pressure vacuum vent shall be provided in the lid of the fill tower.
FOAM CELL CLASSIFICATION
The foam cell shall be labeled for Class A foam.
SHUT OFF VALVE
A 1/2" shut-off valve shall be installed between the foam cell and the foam system for ease of maintenance.
FOAM LEVEL GAUGE
There shall be one (1) Fire Research Standard Tankvision LED electronic foam level gauge supplied with the apparatus. This level gauge utilizes ultra bright LEDs for sunlight readability. and two wide- viewing lens for 180 degrees of clear viewing. The foam level gauge shall be located on the rear operators panel.
There shall be one (1) Fire Research cab miniature TANKVISION LED electronic foam level slave display located inside the chassis cab.
Attachment 2
Council Agenda 9-1-2026 9.H-30
Packet Page 95
CITY OF PISMO BEACH FIRE DEPARTMENT
PISMO BEACH, CA
08/04/26 Page 34 of 34
POLY WATER TANK MOUNTING
The polypropylene water tank shall be an under mount design.
ALUMINUM PUMP FRAME
An aluminum frame shall be constructed with square aluminum tubing and angle supports. The frame will provide a secure means of mounting the fire pump to the apparatus deck.
12-VOLT ELECTRICAL
All electrical components of the unit shall be wired to two terminal stud blocks (hot/ground) with high temperature, copper, multi-strand, crosslink-coated wire enclosed in a protective loom.
The terminal stud blocks shall provide a single location to connect wiring from the chassis to provide power to all electrical components on the skid unit.
WORK LIGHT
One (1), 12-Volt LED work light shall be mounted on the back side of the rear operators control panel to light up the work area. An ON/OFF switch shall be located at the rear outside area of the rear operators panel.
BASIC LIMITED WARRANTY
Danko Emergency Equipment Company shall warrant to each original purchaser that the apparatus is free of defects in material and workmanship for a period of one (1) year.
STAINLESS STEEL PLUMBING WARRANTY
Danko Emergency Equipment Company shall warrant to each original purchaser that the apparatus stainless steel plumbing shall be free of defects for a period of ten (10) years.
EQUIPMENT
WHEEL CHOCKS
One (1), pair of Zico AC-1 aluminum wheel chocks with QCH-1 horizontal holders shall be supplied and mounted rearward of chassis rear wheels under body.
SALES DRAWING
Attachment 2
Council Agenda 9-1-2026 9.H-31
Packet Page 96
SALES DRAWING
Attachment 2
Council Agenda 9-1-2026 9.H-32
Packet Page 97
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Council Agenda 9-1-2026 9.H-33
Packet Page 98
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Attachment 3
Council Agenda 9-1-2026 9.H-34
Packet Page 99
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Attachment 4
Council Agenda 9-1-2026 9.H-35
Packet Page 100
SALES DRAWING
Attachment 4
Council Agenda 9-1-2026 9.H-36
Packet Page 101
PISMO BEACH CITY COUNCIL STAF REPOR
Agenda Item #9.I
Meetin Date: September 1, 2026
TITLE:
Acquisition of Real Property at 900 Bello Street; Related Budget Adjustments RECOMMENDATION:
Adopt a Resolution authorizing the acquisition of real property located at 900 Bello Street and appropriating related budget adjustments in Fiscal Year 2027.
DISCUSSION:
The City has been leasing the property at 900 Bello Street, APN 005-041-003, for the past three years to house Fire Department personnel during the construction of the Public Safety Facility. At the conclusion of the construction, staff met with the property owners to determine if there would be interest in the City acquiring the property for its use, which resulted in subsequent interest by the property owners.
On June 16, 2026, the City Council met in Closed Session to discuss the price and terms of the subject property. The City Council provided the City Manager direction and negotiation authority on a potential purchase. Ultimately, the City and the property owner agreed to a purchase price of $1,000,000.00, with the City paying for closing costs and fees. Staff estimates the escrow and closing cost to be less than $50,000.00 for a total of $1,050,000.00, including taxes and fees. Funding for the purchase comes from the Parking Enterprise Fund net position (available fund balance).
This acquisition provides a significant value to the City for its future needs.
Conclusion and Recommendation
Staff recommends the City Council adopt a resolution (Attachment 1) authorizing the acquisition of real property at 900 Bello Street and appropriating related budget adjustments in Fiscal Year (FY) 2027.
FISCAL IMPACT:
The fiscal impact of adopting the attached resolution to purchase 900 Bello Street will result in an additional cost of $1,050,000.00 from the Parking Enterprise Fund. There are sufficient funds available in the Parking Enterprise Fund’s net position (available fund balance) to support this purchase. After including the cost to purchase this property, the remaining available ending fund balance projected at the end of FY 2027 is estimated to be $3.11 million.
Staff recommends that the Council appropriate $1,050,000.00 in the Parking Enterprise Fund capital outlay-land account, supported by Parking Enterprise Fund’s net position (available fund balance), in FY 2027.
Council Agenda 9-1-2026 9.I-1
Packet Page 102
ATTACHMENTS:
1. Resolution
2. Purchase and Sale Agreement
Submitted by:
Jorge Garcia, City Manager
City Manager Approval:
Council Agenda 9-1-2026 9.I-2
Packet Page 103
RESOLUTION NO. R-2026-XXX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PISMO BEACH,
CALIFORNIA AUTHORIZING THE ACQUISITION OF REAL PROPERTY LOCATED AT 900 BELLO STREET AND APPROPRIATING RELATED BUDGET
ADJUSTMENTS IN FISCAL YEAR 2027
WHEREAS, the City has been leasing the property at 900 Bello Street, APN 005-041- 003, for the past three years as a part of the construction of the Public Safety Facility; and WHEREAS, on June 16, 2026, the City Council met in Closed Session to discuss the price and terms of the subject property; the City Council provided the City Manager direction and negotiation authority on a potential purchase; and WHEREAS, the City and the property owner agreed to a purchase price of $1,000,000.00, with the City paying for closing costs, taxes, and fees estimated at $50,000.00 for a total acquisition cost of $1,050,000.00; and
WHEREAS, acquisition of this property provides a significant value to the City and support its future needs; and
WHEREAS, there are sufficient funds available in the Parking Enterprise Fund’s net position (available fund balance) to support this purchase.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Pismo Beach hereby authorizes the acquisition of real property located at 900 Bello Street, Pismo Beach California, APN 005-041-003, in accordance with the terms of the Purchase and Sale Agreement attached to staff’s report dated September 1, 2026.
BE IT FURTHER RESOLVED that the City Council of the City of Pismo Beach hereby appropriates $1,050,000.00 in the Parking Enterprise Fund capital outlay-land account, supported by the Parking Enterprise Fund’s net position (available fund balance) in Fiscal Year 2027, to support this acquisition.
UPON MOTION OF Council Member , seconded by Council Member , the foregoing resolution was adopted by the City Council of the City of Pismo Beach this 1st day of September 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
RECUSED:
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Attachment 1
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Approved: Attest:
________________________ ________________________
Ed Waage, Mayor Erica Kirkwood, City Clerk
IN WITNESS WHEREOF, I have hereunto set my hand and official seal of the City of Pismo Beach on _______________________.
________________________
Erica Kirkwood, City Clerk
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Attachment 1
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PISMO BEACH CITY COUNCIL STAFF REPORT
Agenda Item #12.A
September 1, 2026
TITLE:
Geographic Information Systems (GIS) Program Update
RECOMMENDATION:
Receive a presentation on the City’s GIS program.
DISCUSSION:
A presentation on the City’s GIS program will be presented by Michelle Baragona, GIS Analyst.
Conclusion and Recommendation
Staff recommends that the City Council receive this report as information only.
FISCAL IMPACT:
There is no fiscal impact from this informational item.
ATTACHMENTS:
None.
Prepared by:
Erin Olsen, Senior Management Analyst
Submitted by: Rosemarie Gaglione, PE, Director of Public Works City Manager Approval:
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PISMO BEACH CITY COUNCIL STAF REPOR
Agenda Item #12.B
Meetin Date: September 1, 2026
TITLE:
Renaming Palisades Park to Mary Ann Reiss Park
RECOMMENDATION:
Adopt a Resolution renaming Palisades Park to Mary Ann Reiss Park.
DISCUSSION:
On August 18, 2026, the City Council directed staff to return with an item to rename Palisades Park into Mary Ann Reiss Park in honor and recognition of Reiss’s 30 years of elected service to the City of Pismo Beach.
A public park provides a particularly meaningful setting for this recognition. Parks are places where residents and visitors gather, enjoy the community, and create lasting memories. Naming the park in honor of Mayor Pro Tempore Reiss would provide a lasting acknowledgment of Reiss’s commitment to public service and dedication to the Pismo Beach community.
The proposed renaming recognizes not only Reiss’s 30 years of elected service, but also Reiss’s historic role as the City's first directly-elected Mayor and longstanding commitment to community service.
If approved, City staff will update appropriate City records, signage, maps, and other references to reflect the new park name.
Conclusion and Recommendation
Staff recommends that the City Council adopt a Resolution (Attachment 1) renaming Palisades Park to Mary Ann Reiss Park.
FISCAL IMPACT:
There is a minor fiscal impact associated with staff’s recommendation to rename the park by replacing the current park signs and other miscellaneous references in City records and public informational materials. This renaming is estimated to cost less than $15,000 in total. There are sufficient funds within the City’s FY 2027 General Fund general contingency budget to support this item.
ATTACHMENTS:
1. Resolution
Prepared by:
Jorge Garcia, City Manager
City Manager Approval:
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RESOLUTION NO. R-2026-XXX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PISMO BEACH,
CALIFORNIA RENAMING PALISADES PARK TO MARY ANN REISS PARK WHEREAS, the City of Pismo Beach recognizes the extraordinary contributions of individuals whose dedication and public service have strengthened the community and advanced quality of life for its residents, businesses, and visitors; and WHEREAS, Council Member Mary Ann Reiss has devoted 30 years of elected service to the City of Pismo Beach, demonstrating an exceptional commitment to the community and its residents; and
WHEREAS, Mary Ann Reiss made history as the first directly-elected Mayor of the City of Pismo Beach, marking a significant milestone in the City’s civic history; and WHEREAS, Mary Ann Reiss’s leadership, dedication, and years of service have left a lasting and meaningful legacy in the City of Pismo Beach; and WHEREAS, Palisades Park is a valued public space within the city and is an appropriate location to recognize Mary Ann Reiss’s enduring contributions to the community and legacy of public service; and
WHEREAS, renaming Palisades Park as Mary Ann Reiss Park will provide a lasting public tribute to a citizen whose three decades of elected service have helped shape the City of Pismo Beach and whose example reflects the City’s values of community involvement, civic leadership, and service.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Pismo Beach hereby renames Palisades Park as Mary Ann Reiss Park, in recognition and appreciation of Mary Ann Reiss’s 30 years of elected service to the City of Pismo Beach.
UPON MOTION OF Council Member , seconded by Council Member , the foregoing resolution was adopted by the City Council of the City of Pismo Beach this 1st day of September 2026, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
RECUSED:
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Attachment 1
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Approved: Attest:
________________________ ________________________
Ed Waage, Mayor Erica Kirkwood, City Clerk
IN WITNESS WHEREOF, I have hereunto set my hand and official seal of the City of Pismo Beach on _______________________.
________________________
Erica Kirkwood, City Clerk
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Attachment 1
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PISMO BEACH CITY COUNCIL STAF REPOR
Agenda Item #12.C
Meetin Date: September 1, 2026, 2026
TITLE:
James Way Beautification Project Discussion
RECOMMENDATION:
Provide staff with direction on how to proceed with the $200,000 remaining in the James Way Beautification project account.
DISCUSSION:
On the August 4, 2026, the Council directed staff to return with a discussion item regarding options for the disposition of the $200,000 remaining in the James Way Beautification project account. Staff has compiled a summary of the project for Council review and discussion on the feasibility of developing a new capital project on the inland side of James Way.
Project History
After soliciting public input at a workshop, staff presented the City Council with options on potential components of a beautification/streetscape project on James Way. On January 18, 2022, the Council directed staff to enlist the help of a landscape architect to develop a conceptual plan for removing all of the concrete between the existing fence line and sidewalk on the ocean side of the street only, and to turn that area into a planter which was flush with the sidewalk. The landscape architect produced a rendering that was presented on February 15, 2022, and the Council directed staff to pursue the James Way Beatification Project landscaping as presented in the renderings. The Council also requested staff return with a cost estimate for repairing the damaged tree wells on the opposite (inland) side of the street for consideration as a potential project component.
On May 17, 2022, City Council awarded an agreement to BEK Collective, Inc. (BEK) for professional services to design the James Way Beautification Project. The scope of the project consisted of removal of the concrete between the fence line and back of sidewalk on the south side (ocean side) of the street, and installation of new landscaping as well as removal of the raised masonry planters on the north side (inland side) of the street and installation of new trees. Additional project components included solar powered irrigation controllers, drainage, ADA-compliant curb ramps, removing and replacing street poles and signs, removing and replacing select sidewalk panels and restriping of James Way.
On June 22, 2023, the James Way Beautification Project was advertised for construction bids; however, no bids were received by the deadline of July 20, 2023. Based on Public Contract Code, staff initiated negotiations directly with contractors to secure a construction contract and on September 5, 2023, the City Council awarded a contract to JJ Fisher Construction, Inc. (JJ Fisher) for the James Way Beautification Project. The project was accepted as complete on February 18, 2025. Since that time, staff has been working with BEK, PG&E and adjacent property owners on a plan to bring electrical Council Agenda 9-1-2026 12.A-1
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service to the irrigation controllers allowing for removal of the solar panels. That project is moving forward and BEK has produced 60% construction plans.
The total cost of the James Way Beautification Project from conceptual design through construction $2,101,534.71 as shown in Table 1 below. This cost does not include the electrical work related to the solar panels that is currently in progress.
Table 1. James Way Beautification Project Costs
Item Fiscal Impact
Pro ect Cost
Conceptual Renderin $3,700
Desi n BEK Collective $112,755.00
Construction Costs JJ Fisher $1,652,349.01
Construction Mana ement & Inspection Costs Cannon $308,239.00 Tree Establishment Supplemental Waterin JD Humann $19,500.00 Tree Replacements and Maintenance Supplies $4,991.70
Total Pro ect Cost $2,101,534.71
If the Council desires to incorporate the same scope of work on the north side of the street, some additional challenges would need to be considered that did not exist on the south side. Some of those challenges include the lack of irrigation, unknown conditions of the retaining walls that line the street including potential conflicts with footing for those walls, potential drainage issues with the retaining walls, and electrical infrastructure.
If the Council would like to move forward with a new project on the north side of the street, staff estimates it could cost approximately $150,000 to prepare the design, based on the previous design cost and the additional challenges identified.
Conclusion and Recommendation
Staff recommends the Council discuss options and provide staff with direction on how to proceed with the $200,000 remaining in the James Way Beautification project account.
FISCAL IMPACT:
If the Council directs staff to use the remaining $200,000 for a new project to design beautification improvements on the north side of James Way, staff estimates that $150,000 of this would be needed for design services. Staff would then come back to Council to award the agreement at a future Council Meeting.
ATTACHMENTS:
None.
Prepared by:
Erin Olsen, Senior Management Analyst
Submitted by: Rosemarie R. Gaglione, PE, Director of Public Works City Manager Approval:
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