Agenda packet, regular meeting — Cathedral City City Council, October 11, 2023 (part 1 of 3)

CITY COUNCIL
AGENDA

Regular Meeting
Wednesday, October 11, 2023
5:30 PM

City Council Chambers
68-700 Avenida Lalo Guerrero
Cathedral City, CA 92234

MAYOR
Rita Lamb

CITY COUNCIL MEMBERS

Mayor Pro Tem
Mark Carnevale

Councilmember
Nancy Ross

Councilmember
Raymond Gregory

Councilmember
Ernesto Gutierrez
• CALL TO ORDER
• PLEDGE OF ALLEGIANCE
• INVOCATION (MOMENT OF REFLECTION)
• ROLL CALL
• AGENDA FINALIZATION
At this time the City Council may announce any items being pulled from the agenda or continued to another date.

1. PUBLIC COMMENT
This is the opportunity for members of the public to comment on any items not appearing on the regular agenda. Because of restrictions contained in California Law, the City Council may not discuss or act on any item n ot on the agenda but may briefly respond to statements made or ask a question for clarification. The Mayor may also request a brief response from staff to questions raised during public comment or may request a matter be agendized for a future meeting. Pu blic Comment will be limited to three (3) minutes.

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2. EMERGENCY UPDATE
A. Update on Emergency Actions Related to Tropical Storm Hilary Recommendation: Update on Status of Emergency Proclamation, Resolution 2023-29.

Update on Emergency Actions taken by City, County,
State of Federal Agencies.

Possible consideration of additional measures to be
taken. Council may add items not listed on the agenda pursuant to Government Code section 54954.2 by
majority vote.

B. Resolution Continuing the Proclamation of the Existence of a Local Emergency Due to Tropical Storm Hilary
Recommendation: To approve a Resolution continuing the proclamation of the existence of a local emergency due to Tropical Storm Hilary.

3. COUNCIL REPORTS
This is an opportunity for ea ch member of the City Council to report on any conferences they attend, local events or make any other comments they may have.

4. CONSENT AGENDA
The following Consent Calendar items are expected to be routine and noncontroversial. They will be acted upon by the City Council at one time without discussion. Any Council Member, Staff Member, or Citizen may request removal of an item from the Consent Calendar for discussion.

A. Waive Full Reading of Ordinances on Agenda
B. Minutes Approval

1. City Council - Study Session - Sep 27, 2023 3:00 PM

2. City Council - Regular Meeting - Sep 27, 2023 5:30 PM C. Receive and File Payment of Claims and Demands for September 2023 Recommendation: The City Council acting in its capacity for the City, the Successor Agency to the former Redevelopment Agency,
the Housing Successor Agency and the Cathedral City
Public Finance Authority receive and file payment of claims and demands in the aggregate sum of $5,975,133.25 for the month of September 2023.

D. Award Construction Contract to Chrisp Company for ATP Cycle 5 East Palm Canyon Bike Lanes Project
Recommendation: Award a construction contract to Chrisp Company, in the amount of $237,840 for the Active Transportation Program (ATP) Cycle 5 - East Palm Canyon Drive Bike Lanes Project Cathedral City P a g e 3
(C08504); and, approve a ten percent (10%) contingency in the amount of $23,784 for unforeseeable construction costs; thereby bringing the total construction budget for this Project to $261,624; authorize the City Manager to execute the
contract documents; and, authorize the City Engineer to request bonds and insurance for the Project and issue the Notice to Proceed.

5. ITEMS PULLED FROM CONSENT

6. PUBLIC HEARINGS
A. AB 1600 Fee Justification Nexus Study
Recommendation: Adopt Resolution 2023-XX approving the AB 1600 Fee Justification Nexus Study City of Cathedral City Final- September 2023; and update the City's AB 1600
development impact fee schedule to reflect the adopted
recommendations. Full implementation of the adopted fees will be effective January 1, 2024.

7. LEGISLATIVE ACTIONS
A. Salvation Army/Veterans Village Home Depot Event
Recommendation: To approve the SUP for the Home Depot 365 Foundation beautification event on Oct. 24, 2023, at Salvation Army and Veterans Village.

B. Approval of Public Arts Funding for SCRAP Gallery
Recommendation: Staff recommends the City Council approve the Public Arts Commission recommendation to fund the S.C.R.A.P Gallery Dia de los Muertos event at the Desert Lawn Cemetery in the amount of $750. This is the Public Arts Commission's first public arts education expenditure for FY 2023/24.

C. Authorization to purchase one Rosenbauer Commander Pumper and one Rosenbauer Commander 109-foot Viper Aerial Quint
Recommendation: To authorize staff to purchase two pieces of equipment.

The fire department requests authorization to purchase one Rosenbauer fire truck and one Rosenbauer fire engine to include equipment. Additionally, both units will come
equipped with PSEC-compatible radios to be installed
locally.

D. Award Construction Contract to Urban Habitat for the Construction of Dream Homes Park Perimeter Wall, City Project No. 7021, Bid No. 23-10E Recommendation: Award a construction contract to Urban Habitat, in the amount of $795,750.73 for the construction of Dream Homes Park Perimeter Wall Project (C07021); and, approve a
fifteen percent (15%) contingency in the amount of
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$119,362.61 for any unforeseeable construction costs,
thereby, bringing the total construction budget for this Project to $915,113.34; authorize the City Manager to
execute the required contract documents; and, authorize the City Engineer to request bonds and insurance for the Project and issue the Notice to Proceed.

E. Approve a Policy for City Baseball/Softball Fields Reservation Applications and the Respective Fees Policy Manual for
Baseball/Softball Field Reservations
Recommendation: To approve the Baseball/Softball Field Reservation Application Form and respective Fees and Policy Manual to implement the reservation process for the use of the City's baseball/softball fields and concession stands; and, to adopt a Resolution approving the fee structure for the reservation of the City's baseball/softball fields and concession stands.

8. DISCUSSION ON FUTURE AGENDA ITEMS
This is an opportunity for members of the City Council to request that, and for the City Council to discuss whether, one or more items should be added to the agenda of a future regular or special City Council meeting. To comply with the Brown Act, discussion should be limited to whether to add the item(s), and direction given to the City Manager regarding scheduling and prioritization of the item(s).

ADJOURN

NOTES TO THE PUBLIC:

The City of Cathedral City complies with the Americans with Disabilities Act of 1 990. If you require special assistance to participate in this meeting, please call the City Clerk’s Office at (760) 770-0322 at least 48 hours prior to the meeting.

If you desire to address the City Council during the meeting, please complete a Request t o Speak Form available at the entrance and present it to the City Clerk. Speakers will be called upon at the appropriate time.

Any documents provided to a majority of the City Council regarding any item on this agenda will be made available for public ins pection in the City Clerk’s office at City Hall located at 68 -700 Avenida Lalo Guerrero during normal business hours. In addition, such documents will be posted on the City’s website at www.cathedralcity.gov.

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Staff Report

City Council

Item No. 2.A

Meeting Date: October 11, 2023
From: Charles McClendon, City Manager
Title: Update on Emergency Actions Related to Tropical Storm Hilary

City Council

RECOMMENDATION:

Update on Status of Emergency Proclamation, Resolution 2023-29.

Update on Emergency Actions taken by City, County, State of Federal Agencies.

Possible consideration of additional measures to be taken. Council may add items not listed on the agenda pursuant to Government Code section 54954. 2 by majority vote.

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Staff Report

City Council

Item No. 2.B

Meeting Date: October 11, 2023
From: Anne Ambrose, Assistant City Manager
Title: Resolution Continuing the Proclamation of the Existence of a Local Emergency Due to Tropical Storm Hilary

RECOMMENDATION:

To approve a Resolution continuing the proclamation of the existence of a local emergency due to Tropical Storm Hilary.

BACKGROUND:

On Sunday, August 20, Cathedral City was devastated by the effects of Tropical Storm Hilary. A large mudflow began in Upp er Mission Creak overtook the Horizon Road neighborhood bordered by Vista Chino, Date Palm, and Panorama Road, dumping 4 -6 feet of mud through portions of the neighborhood and trapping residents in their homes and completely blocking the local roadways. T he Canyon Mobile Home Park had approximately 50 mobile homes flooded requir ing the Fire Department to evacuate several residents. Additionally, the Terr acina Apartments received flooding, displacing 12 households.

Numerous roadways were closed by Publi c Works due to flooding and debris flow .

There was a 911 system outage valley wide r equiring calls to be routed to the Police Department business lines . The Fire Department responded to numerous calls for rescues and flooding, overall rescuing 62 residents.

On August 19, 2023, Governor Newsom declared a statewide State of Emergency in response to the extreme weather conditions. Due to unprecedented rainfall and flooding locally, the City activated its Emergency Operations Center at 6:30 am on Sunday, August 21, 2023 as the City’s ability to respond exceeded available resources and to ensure a coordinated response. On Monday, August 21, 2023, the City Manager, in his capacity as the Director of Emergency Services, and Fire Chief, in his capacity as Assist ant Director of Emergency Services, proclaimed a local emergency.

Riverside County also declared a local emergency for the entire county on August 21, 2023. On August 23, 2023, the City Council ratified the proclamation of an emergency.

On September 14, Governor Newsom se nt a request to President Biden for a major disaster declaration for the State of California.

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DISCUSSION:

Cathedral City is still reeling from the impacts of Tropical Storm Hilary. The Horizon neighborhood residents are still diggin g out their homes from the mudflow. The City’s Public Works staff and contractors have continued to clear debris from the Horizon neighborhood and is moving into the debris removal phase. Residents in the Terr acina Apartments are still displaced due to flood damage and residents in the Canyon Mobile Home Park are still making repairs from damage to their homes . The City Manager’s staff and City Council continue to advocate to the state and federal government for assistance. The US Small Business Associ ation was hosted by Cathedral City at the Cathedral City Library to provide disaster loans for Riverside County residents still recovering from the storm damage.

Due to the ongoing response efforts by staff to address ongoing concerns and damages from the storm, staff recommends the City Council continue the declaration of a local disaster.

FISCAL IMPACT:

There is no fiscal impact from this action of the City Council. The City has expended over $1.062 million on contracts to clear mud from the Horizo n Neighborhood and other sites. At the September 27, 2023 City Council meeting, the City Council approved a $4.56 million contract for debris removal to remove over 150,000 cubic yards of debris from the Horizon neighborhood. Additional costs for overtim e and other contracted services will be in addition to these already incurred costs.

FIVE-YEAR STRATEGIC PLAN:

Goal E: Safety

Objective: Cathedral city is safe for all who live, work, visit and play in our community.

ATTACHMENTS:

Resolution Ratifying Proclamation of Emergency - Tropical Storm Hilary Emergency Proclamation.Cathedral City.Tropical Storm Hillary Final

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RESOLUTION NO. 2023-__

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CATHEDRAL

CITY, CALIFORNIA DECLARING THE CONTINUED EXISTENCE OF A LOCAL EMERGENCY DUE TO TROPICAL STORM HILARY.

WHEREAS, CGC Section 8630, et seq., and Chapter 2.20 [Disasters & Emergencies] of the Cathedral City Municipal Code (“CCMC”) empower the City Council to declare and proclaim a local emergency within the City; and,
WHEREAS, on August 19, 2023, Governor Newsom of the State of California declared a State of Emergency to exist in, among others, Riverside County, in response to the extreme weather conditions anticipated from Tropical Storm Hilary; and, WHEREAS, on August 20, 2023, as a result of tropical Storm Hilary the City of Cathedral City experienced extreme weather conditions resulting in heavy rainfall, stormflows, flooding, mudslides and mudflows which caused both damage to public and private property, injury and peril to persons within Cathedral City, and necessitating various emergency search and rescue operations, removal of mud and debris from public roads, and other emergency services; and,
WHEREAS, on August 21 st the Director of Emergency Services, by and through his designees, proclaimed a state of emergency within the City of Cathedral City due to the above referenced conditions, which proclamation is attached hereto as Attachment “A”; and, WHEREAS, on August 21st the Riverside County Chief Executive Officer declared a local emergency for the entire county stemming from Tropical Storm Hilary impacts; and, WHEREAS, on August 23rd the City Council ratified the Director of Emergency Service’s proclamation of a state of emergency; and
WHEREAS, on September 14th Governor Gavin Newsom sent a request to President Biden for a major disaster declaration for the State of California; and

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Attachment: Resolution Ratifying Proclamation of Emergency - Tropical Storm Hilary [Revision 1] (3935 : Resolution Continuing the

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WHEREAS, in response to the state of emergency, the City Council determines that the City has been, and continues to be, required to utilize physical, personnel, and financial resources of the City to take action to address the conditions referenced above within the territorial jurisdiction of the City in order to provide for the safety of persons in the City, and to provide continuity of essential services provided by the City.

NOW, THEREFORE, BE IT RESOLVED AND HEREBY ORDERED BY THE CITY COUNCIL OF THE CITY OF CATHEDRAL CITY, CALIFORNIA AS FOLLOWS:

Section 1. That the above recitals are true and correct and based thereon, the City Council hereby finds that the conditions referenced above are ongoing and constitute a situation that severel y impairs the public health, safety, and welfare within the City and constitutes conditions of extreme peril to the safety of persons and property within the City.

Section 2. That the Proclamation of Emergency issued by the Directo r of Emergency Services, by and through his designees, on August 21, 2023 (Attachment A) is hereby continued and approved.

Section 2. That, as authorized in CGC Sections 8630 and 54956.5 and Chapter 2 .20 of the CCMC. and based on the foregoing finding, an “emergency” as defined in CGC Section 54956.5(a) and CCMC Section 2.20.020, and a “local emergency” as defined in CGC Section 8558(c) has existed within the City since August 20, 2023, and continues to exist within the territorial jurisdiction of the City and is deemed to continue to exist , and shall be reviewed at least once every 60 days, until its termination is proclaimed by the City Council of the City.

Section 3. That the City Manager, as the Director of Emergency Services, is hereby authorized to exercise his powers , functions and duties as provided in S ection 2.20.060 of the CCMC and pursuant to the City’s Emergency Operations Plan.

Section 4. That a copy of this Resolution declaring the continued existence of a Local emergency be forwarded to the Riverside County Operational Area, for forwarding to the State Director of Governor’s Office of Emergency Services with a request that:

1. The State Director find the Proclamation of Local Emergency acceptable in accordance with provisions of the Natural Disaster Assistance Act; and

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Attachment: Resolution Ratifying Proclamation of Emergency - Tropical Storm Hilary [Revision 1] (3935 : Resolution Continuing the

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2. The State Director forwards this Resolution to the Governor of California for consideration and action.

Section 5. The City must renew the proclamation of the state of emergency every sixty days, or until terminated.

PASSED, APPROVED, AND ADOPTED this 11th day of October, 2023.

_______________________________
RITA LAMB, Mayor
ATTEST:

______________________________
TRACEY R. HERMOSILLO, City Clerk

APPROVED AS TO FORM:

_____________________________
ERIC S. VAIL, City Attorney
Burke, Williams & Sorensen, LLP

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Attachment: Resolution Ratifying Proclamation of Emergency - Tropical Storm Hilary [Revision 1] (3935 : Resolution Continuing the

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STATE OF CALIFORNIA )

COUNTY OF RIVERSIDE )

CITY OF CATHEDRAL CITY )

I, Tracey R. Hermosillo, City Clerk of the City of Cathedral City , do hereby certify that the foregoing Resolution No. _________ was duly passed and adopted at a regular meeting of the City Council of the City of Cathedral City held on the 11th day of October, 2023.

Upon motion of _________, seconded by _________, the foregoing Resolution No.________ was duly passed and adopted.

Vote on the motion:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and the Official Seal of the City of Cathedral City this 23rd day of August, 2023.

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TRACEY R. HERMOSILLO, City Clerk

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Attachment: Resolution Ratifying Proclamation of Emergency - Tropical Storm Hilary [Revision 1] (3935 : Resolution Continuing the

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Attachment: Emergency Proclamation.Cathedral City.Tropical Storm Hillary Final (3935 : Resolution Continuing the Proclamation of a Local

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Attachment: Emergency Proclamation.Cathedral City.Tropical Storm Hillary Final (3935 : Resolution Continuing the Proclamation of a Local

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Attachment: Emergency Proclamation.Cathedral City.Tropical Storm Hillary Final (3935 : Resolution Continuing the Proclamation of a Local

CITY COUNCIL

MINUTES

Study Session
Wednesday, September 27, 2023
3:00 PM

City Council Chambers
68-700 Avenida Lalo Guerrero
Cathedral City, CA 92234
• CALL TO ORDER
The meeting was called to order at 3:00 PM by Mayor Rita Lamb. • ROLL CALL
Attendee Name Title Status Arrived
Rita Lamb Mayor Present 3:00 PM
Mark Carnevale Mayor Pro Tem Present 3:00 PM
Nancy Ross Councilmember Present 3:00 PM
Raymond Gregory Councilmember Present 3:00 PM
Ernesto Gutierrez Councilmember Present 3:00 PM

• AGENDA FINALIZATION
There were no changes to the agenda.

1. PUBLIC COMMENT
There were no members of the public that wished to speak.

2. CLOSED SESSION
City Attorney Eric Vail announced that the City Council will meet in Closed Session to discuss the following item listed on the agenda.

A. Conference with Legal Counsel - Anticipated Litigation Pursuant to Paragraph (2) of Government Code § 54956.9

Anticipated Litigation: One (1) Case

The City Council recessed to Closed Session at 3:02 p.m.

The City Council reconvened at 3:25 p.m.

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City Attorney Eric Vail announced that the City Council met in Closed Session to discuss item 2A. Conference with Legal Counsel for one case of anticipated litigation. There was no reportable action taken.

3. STUDY SESSION
A. Fountain of Life Update
Recommendation: This item is presented for information, discussion and direction only.

Kevin Biersack, Financial Services Director, provided an update on the Fountain of Life. The following points were presented:

• Fountain of Life History
• Build Process
• Structure
• Current Status
• Evaluation
• Vault Repairs
• Near-Term Plan
• Options and Conceptual Plans

After discussion the City Council provided the following direction:
• Have water on center fountain structure only
• Install minimal fencing around center fountain structure only • Remove entire soft surface and replace with colored concrete base • Complete the following repairs to the subterranean equipment vault:
o Filter units
o Automated time controller
o Isolation Valves
o Shunt-trip units

It was the consensus of the City Council to continue the discussion of some type of water play feature at a future date to be determined.

B. 2023 Fall Events Preview
Recommendation: To inform the City Council about Cathedral City's Fall 2023 special events.

Ryan Hunt, Communications and Events Manager, provided an overview of the upcoming City sponsored events for Fall 2023.

This item was for information and discussion only, there was no formal action taken by the City Council.

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ADJOURN
Mayor Rita Lamb adjourned the Study Session at 4:28 p.m.

Mayor, City of Cathedral City City Clerk, City of Cathedral City

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CITY COUNCIL

MINUTES

Regular Meeting
Wednesday, September 27, 2023
5:30 PM

City Council Chambers
68-700 Avenida Lalo Guerrero
Cathedral City, CA 92234

• CALL TO ORDER
The meeting was called to order at 5:30 PM by Mayor Rita Lamb. • PLEDGE OF ALLEGIANCE
Councilmember Nancy Ross led the Pledge of Allegiance.
• INVOCATION (MOMENT OF REFLECTION)
Councilmember Raymond Gregory offered a moment of reflection. • ROLL CALL
Attendee Name Title Status Arrived
Rita Lamb Mayor Present 5:30 PM
Mark Carnevale Mayor Pro Tem Present 5:30 PM
Nancy Ross Councilmember Present 5:30 PM
Raymond Gregory Councilmember Present 5:30 PM
Ernesto Gutierrez Councilmember Present 5:30 PM

• AGENDA FINALIZATION
There were no changes to the agenda.

1. PUBLIC COMMENT
Martha Vistica, C athedral City resident, expressed her concern with illegal street vendors, human trafficking, and the health risks they pose.

Bob Mata, Cathedral City resident, explained that he participated in the focus group related to the strategic plan and is very impressed with the results. He urged the City to help keep the City beautiful and asked Code Compliance to continue helping to

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keep the vacant lots on Date Palm clean. He expressed his concern with not being able to serve on the Mobile Home Fair Practices Commission.

Ronnie Mendiola, Cathedral City resident, thanked the Council for waiving the demolition fee for homes that sustained damage due to Tropical Storm Hilary. He asked that the City continue to show support and consider waiving permit fees for homes and businesses during the rebuilding period.

Louise Porter, U.S. Small Business Administration (SBA) Office of Disaster Recovery and Resilience, discussed the eligibility and application process for the disaster loan program, which is available to res idents and businesses affected by Tropical Storm Hilary. She announced that the SBA has opened a Disaster Loan Outreach Center, which is located at the Cathedral City Library Branch.

2. EMERGENCY UPDATE
A. Update on Emergency Actions Related to Tropical Storm Hilary Recommendation: Update on Status of Emergency Proclamation, Resolution 2023-29.

Update on Emergency Actions taken by City, County, State of Federal Agencies.

Possible consideration of additional measures to be taken.

Council may add items not listed on the agenda pursuant to Government Code section 54954.2 by majority vote.

City Manager Charles McClendon provided an update on emergency actions related to Tropical Storm Hilary. The following points were presented:

• Emergency Declaration Update
• Actions by Governor Newsom
• Actions by bipartisan delegation of California Leaders • Declaration Advocacy Groups
• Ongoing City Efforts
• Historical FEMA Flood Insurance Rate Maps (FIRMS) for the Area • Sewer Providers
• Regional Stormwater
• North Cathedral City Regional Stormwater Project by CVWD

Rick Saldivar thanked Councilmember Gregory for advocating for the waiver of permit fees and echoed his moment of reflection. He urged the Council to waive the permit fees for the residents on Horizon Road.

Jerry Meza, Cathedral City resident, stated that he is here to show support to the residents that were affected by Tropical Storm Hilary. He expressed his gratitude for the dialog between the City and the residents and hopes that it will continue.

He expressed his concern with security and lighting issues on Horizon Road and requested more nightly patrols from the Police Department.

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Beatriz Toledo, Cathedral City resident, expressed her concern related to Horizon Road and feels their street has been forgotten. She inquired about infrastructure, soil testing, and donations raised by the Air Museum. She questioned why Councilmember Gutierrez is the only one showing up and feels the leadership should be facing the disaster with the residents.

Dawn Figuera, Cathedral City resident, thanked Councilmember Gregory and Councilmember Gutierrez for their advocacy of waiving permit fees. She expressed her concern with infrastructure and the bid process for the removal of the dirt from Tropical Storm Hilary.

Rick Ravenello, Cathedral City resident, expressed his concern with the infrastructure of the City and how it affected Horizon Road during Tropical Storm Hilary. He feels this issue needs to be addressed. He asked the Council to look out for their constituents and move forward together.

Margaret Gutierrez, Thousand Palms resident, expressed her concern with the City's response and communication related to Tropical Storm Hilary. She feels the residents have been neglected.

Andrew Velasquez, Cathedr al C ity resident, explained that those who lived through Tropical Storm Hilary are dealing with post -traumatic stress disorder (PTSD). He stated that he lost his car and has now been given a 90-day notice to move by his landlord. He questioned if the City is going to test the dirt in the affected areas due to Tropical Storm Hilary to see if it is toxic. He recommends the City install more streetlights, speed humps, and do more policing on Horizon Road.

Bas Har Thad (John), Cathedral City resident, feels t he City should have acted sooner with regard to Tropical Storm Hilary. He stated that the future is very important, and we need to understand how to prevent this from happening again.

He feels we should support each other.

Terry Applegate requested that the City hold meetings to discuss what worked and did not work in regard to Tropical Storm Hilary. She feels that we need to think about how to get prepared in the future. She also feels it is time to activate C.E.R.T. training. She discussed a homemade air fi ltration system she made, which has helped with the dirt issue. She requested clarification regarding fee waivers and who would receive them.

It was the consensus of the Council to direct staff to agendize a future agenda item to consider a fee waiver for the reconstruction of properties damaged by Tropical Storm Hilary.

This item was for information and discussion only, there was no formal action taken by the City Council.

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B. Award Contract for Soil Removal due to Tropical Storm Hilary to Stice Company, Inc.

Recommendation: To award a soil removal contract to Stice Company Inc., in the amount of $3,967,966.80 for the for removal of soil from affected areas due to Tropical Storm Hillary, City Project (M00020) and approve a fifteen percent (15%) contingency in the amount of $595,195.20 for any unforeseeable costs; thereby, bringing the total soil removal budget for this Project to $4,563,162.00; and, approve a General Fund
appropriation in the amount of $4,563,162.00; and, authorize the City Manager to execute the required contract
documents; and, authorize the City Engineer to request
bonds and insurance for the Project and issue the Notice to Proceed.

City Manager Charles McClendon provided an overview of the proposed contract with Stice Company Inc., for the removal of soil from affected areas due to Tropical Storm Hilary. The following points were presented:

• Background
• Stockpile Locations
• Bid Solicitation and Results
• Fiscal Impact
• Staff's Recommendation

M.O. 2023-148

A motion was made b y Councilmember Gregory and seconded by Mayor Pro Tem Carnevale to award a soil removal contract to Stice Company Inc., in t he amount of $3,967,966.80 for the removal of soil from affected areas due to Tropical Storm Hillary, City Project (M00020) and approve a fifteen percent (15%) contingency in the amount of $595,195.20 for any unforeseeable costs; thereby, bringing the total soil removal budget for this Project to $4,563,162.00; and, approve a General Fund appropriation in the amount of $4,563,162.00; a nd, authorize the City Manager to execute the required contract documents; and, authorize the City Engineer to request b onds and insurance for the Project and issue the Notice to Proceed.

RESULT: APPROVED [UNANIMOUS]
MOVER: Raymond Gregory, Councilmember
SECONDER: Mark Carnevale, Mayor Pro Tem
AYES: Lamb, Carnevale, Ross, Gregory, Gutierrez

3. COUNCIL REPORTS
Councilmember Raymond Gregory reported on the following:

• His attendance at Luchador’s Mi Chavela Fest
• His attendance at the Senior Center’s Cactus Club Event

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• His attendance at the Desert Valley Business Association’s Business Grant Awards • His attendance at the League of California Cities Annual Conference • He will be attending the upcoming Mobility 21 Summit
• The improvements at Panorama Park
• He thanked volunteers and all others for their help in the aftermath of Tropical Storm Hilary

Mayor Pro Tem Mark Carnevale reported on the following:

• He read a statement related to Tropical Storm Hilary
• His attendance at the All Mayors and Tribal Chairpersons Luncheon • His attendance at Cathedral City Library Assistance Center • His communication with residents related to the storm • His communication with Officer Brooks related to the homeless individuals near the Fountain of Life
• He stated that the banana split at Monster Shakes is great • The reopening of George's Burgers
• The passing of veteran Gary Nut
• His attendance along with Public Arts Commissioner Sunshine Herrera at the Homeless Committee meeting
• His discussion with Craig Smith related to the 13.5 acres development

Councilmember Nancy Ross reported on the following:

• She discussed Tropical St orm Hilary and the devastation it caused and how proud she is of the work that has been done. She hopes everyone can work together to heal.
• The upcoming Battle in the Desert on October 14, 2023 • The upcoming Mayan La Feria International De Cultura on October 21-22, 2023 • The upcoming Coachella Valley Bully Fest on January 13, 2024 • The upcoming Balloon Festival on November 17-19, 2023 • The upcoming Spooktacular on October 29, 2023
• The upcoming Taste of Jalisco on February 2-4, 2024
• The upcoming T aste and Sounds of Cathedral City February 13, 2024 - April 19, 2024
• The upcoming Palm Springs Film Festival on January 4-15, 2024

Councilmember Ernesto Gutierrez discussed his communication with residents affected by Tropical Storm Hilary, which has de eply affected him. He stated that he will continue to do what he can to help those affected.

Mayor Rita Lamb reported on the following:

• She discussed the residents affected by Tropical Storm Hilary, who she feels are courageous and resilient
• Her part icipation in many activities advocating for the City and the need in the aftermath of Tropical Storm Hilary
• The passing of her close f riend and former Parks and Community Events

4.B.2
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Minutes Acceptance: Minutes of Sep 27, 2023 5:30 PM (Minutes Approval) Cathedral City P a g e 6 Printed on 10/05/2023
Commissioner Steve Vericker

4. CONSENT AGENDA
A motion was made by Mayor Pro Tem Carnevale and seconded by Councilmember Ross to approve the following Consent Agenda items:

RESULT: APPROVED [UNANIMOUS]
MOVER: Mark Carnevale, Mayor Pro Tem
SECONDER: Nancy Ross, Councilmember
AYES: Lamb, Carnevale, Ross, Gregory, Gutierrez
A. Waive Full Reading of Ordinances on Agenda
M.O. 2023-149
B. Minutes Approval
M.O. 2023-150

1. City Council - Study Session - Sep 13, 2023 3:00 PM

2. City Council - Regular Meeting - Sep 13, 2023 5:30 PM C. Approve an Amendment to the CCPFA Memorandum of Understanding Recommendation: To approve an Amendment to the Memorandum of Understanding between the City of Cathedral City and
Cathedral City Professional Firefighters Association
(CCPFA).

M.O. 2023-151
D. Approve an Amendment to the CCFMA Memorandum of Understanding Recommendation: To approve an Amendment to the Memorandum of Understanding between the City of Cathedral City and
Cathedral City Fire Management Association (CCFMA).

M.O. 2023-152
E. CFD 2006-1, IA #18 AUTHORIZING THE LEVY OF A SPECIAL TAX (2nd Reading)
Recommendation: Conduct Second Reading and adopt the Ordinance authorizing the levy of a special tax within Improvement Area No. 18 of the City of Cathedral City Community Facilities District No. 2006-1 (Law Enforcement, Fire, Paramedic. Park and General Maintenance Services).

Ord 872
F. Special Use Permit - Fields of Valor
Recommendation: To approve SUP# 23-008 for the annual Fields of Valor event at Patriot Park.

M.O. 2023-153

4.B.2
Packet Pg. 23
Minutes Acceptance: Minutes of Sep 27, 2023 5:30 PM (Minutes Approval) Cathedral City P a g e 7 Printed on 10/05/2023
G. Tract No. 37124: Approval of Final Map and Subdivision Agreement (Subdivider NCP Verano, LLC)
Recommendation: To approve Final Map of Tract No. 37124 and accept the dedications offered on the Map for public utility easement purposes and approve the Subdivision Agreement for Tract No. 37124 and authorize its execution by the Mayor and City Clerk.

M.O. 2023-154

5. ITEMS PULLED FROM CONSENT

6. PUBLIC HEARINGS
A. AB 1600 Fee Justification Nexus Study
Recommendation: To adopt the Assembly Bill (AB) 1600 Fee Justification Nexus Study findings and update the City's AB 1600
development impact fee schedule to reflect the adopted
recommendations. Full implementation of the adopted fees will be effective January 1, 2024.

Stone James, Director of Economic Development, introduced Megan Quinn, Director Municipal/District Finance Harris & Associates, to provide an overview of the AB 1600 Fee Justification Nexus Study. The following points were presented:

• Development Impact Fees (DIFS)
• Development Impact Fee Program
• Overview
• Stakeholder Outreach and Feedback
• Changes to the Fee Program since August 9th, based on DVBA Feedback • Park Facilities Fee
• Cathedral City Current Fees
• Proposed Nexus Maximum Justifiable Fee
• Proposed Fee Comparison to Existing Fee
• Neighboring City Comparison to Proposed Fee

Mayor Rita Lamb opened the Public Hearing to receive public comment.

James Brownyard, Desert Valley Builders Association, expressed his concern with s pecific sections of the proposed fees. He referred to a letter that they submitted to the Council today.

Terry Applega te expressed her concern with the proposed rate increases and agrees with the concerns of the Desert Valley Builders Association. She fears the proposed fees will hinder development.

Mayor Lamb closed the Public Hearing and returned discussion to the City Council.

There was no action required for this item. At the October 11, 2023, City Council

4.B.2
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Minutes Acceptance: Minutes of Sep 27, 2023 5:30 PM (Minutes Approval) Cathedral City P a g e 8 Printed on 10/05/2023
meeting, the Council will vote to approve a resolution adopting the fees and accept the fee justification study.

The City Council recessed at 7:30 p.m.

The City Council reconvened at 7:38 p.m.

7. LEGISLATIVE ACTIONS
A. Council Subcommittee Funding Recommendations for the FY 2023/2024 Community Assistance Program
Recommendation: The Council Subcommittee recommends City Council approve the award of grants totaling $70,000 for the FY 2023/2024 Community Assistance Program.

M.O. 2023-155

A motion was made by Councilmember Gutierrez and seconded by M ayor Lamb to approve the award of grants totaling $70,000 for the FY 2023/2024 Community Assistance Program as recommended by the Council Subcommittee.

RESULT: APPROVED [UNANIMOUS]
MOVER: Ernesto Gutierrez, Councilmember
SECONDER: Rita Lamb, Mayor
AYES: Lamb, Carnevale, Ross, Gregory, Gutierrez
B. Luchador Brewing Company Brewfest SUP
Recommendation: To approve SUP# 23-009 for the Desert Brewfest event, hosted by Luchador Brewing Company in Downtown
Cathedral City.

Ryan Hunt, Communications and Events Man ager stated that the City would sponsor the Luchad or Brewing Company Brewfest as a Bronze Partner in the amount of $1000 funded from the Communications and Events budget.

M.O. 2023-156

A motion was made by Councilmember Gregory and seconded by Mayor Lam b to approve SUP# 23 -009 for the De sert Brewfest event, hosted by Luchador Brewing Company in Downtown Cathedral City on December 10, 2023.

RESULT: APPROVED [UNANIMOUS]
MOVER: Raymond Gregory, Councilmember
SECONDER: Rita Lamb, Mayor
AYES: Lamb, Carnevale, Ross, Gregory, Gutierrez
C. Resolution of Opposition to Initiative No. 21-0042A1, A November 2024 Ballot Measure Jeopardizing Cities' Ability to Provide Essential Services and Infrastructure

4.B.2
Packet Pg. 25
Minutes Acceptance: Minutes of Sep 27, 2023 5:30 PM (Minutes Approval) Cathedral City P a g e 9 Printed on 10/05/2023
Recommendation: Approve a resolution of opposition to Initiative No. 21- 0042A1, a November 2024
Ballot Measure jeopardizing Cities' ability to provide
essential services and
infrastructure.

Brad Anderson, Rancho Mirage resident, commended the City Council and staff for allowing people to speak freely. He does not sup port the proposed Resolution.

Reso 2023-32

A motion was made by Mayor Lamb and seconded by Councilmember Gregory to approve a resolution of opposition to Initiative No. 21 -0042A1, a November 2024 Ballot Measure jeopardizing Cities' ability to provide e ssential services and infrastructure.

RESULT: APPROVED [UNANIMOUS]
MOVER: Rita Lamb, Mayor
SECONDER: Raymond Gregory, Councilmember
AYES: Lamb, Carnevale, Ross, Gregory, Gutierrez

8. DISCUSSION ON FUTURE AGENDA ITEMS
There was no discussion on future agenda items.

9. CLOSED SESSION

ADJOURN
Mayor Rita Lamb adjourned the Regular Meeting at 8:26 p.m.

Mayor, City of Cathedral City City Clerk, City of Cathedral City

4.B.2
Packet Pg. 26
Minutes Acceptance: Minutes of Sep 27, 2023 5:30 PM (Minutes Approval)

Cathedral City Page 1 of 1 Printed on 10/9/2023

Staff Report

City Council

Item No. 4.C

Meeting Date: October 11, 2023
From: Kevin Biersack, Financial Services Director
Title: Receive and File Payment of Claims and Demands for September 2023

City Council

RECOMMENDATION:

The City Council acting in its capacity for the City, the Successor Agency to the former Redevelopment Agency, the Housing Successor Agency and the Cathedral City Public Finance Authority receive and file payment of claims and demands in the aggregate sum of $5,975,133.25 for the month of September 2023.

I HEREBY CERTIFY that in my judgment these demands were legally and owing by the City and/or the Successor Agency to the former Redevelopment Agency, the Housing Successor Agency, the Cathedral City Public Finance Authority, a nd the Cathedral City Downtown Foundation and the funds were available for payment thereof, and in all other respects, the demands conform to the criteria set for the in section 3.16.050 of the Cathedral City Municipal Code.

Kevin Biersack, Financial Services Director

ATTACHMENTS:

Demand Register Report September 2023

4.C
Packet Pg. 27

CITY OF CATHEDRAL CITY

PAYROLL

DATE DESCRIPTION TOTAL
8/29/2023 Checks and Direct Deposit - $
Taxes, PERS, ICMA, Nationwide 223,380.84$
9/5/2023 Checks and Direct Deposit 10,492.50 $
Taxes, PERS, ICMA, Nationwide 4,725.00$
9/12/2023 Checks and Direct Deposit 729,678.09 $
Taxes, PERS, ICMA, Nationwide 495,311.00$
9/26/2023 Checks and Direct Deposit 898,745.63 $
Taxes, PERS, ICMA, Nationwide 813,847.55$
TOTAL PAYROLL 3,176,180.61 $

ACCOUNTS PAYABLE
DATE CHECK NO. TOTAL
9/6/2023 EFT 5649-5650 81,990.18 $
9/14/2023 CK 10012794-10012843 / EFT 5651-5740 1,211,945.54$ 9/28/2023 CK 10012844-10012910 / EFT 5741-5822 831,682.30$ WIRE NO.

Various 9006626-9006655 673,334.62 $
TOTAL ACCOUNTS PAYABLE 2,798,952.64 $
COMBINED TOTAL FOR MONTH: 5,975,133.25 $
TOTAL ACCOUNTS PAYABLE DEMAND REGISTER REPORT (ATTACHED)4,336,217.03$ TOTAL PAYROLL CHECKS AND DIRECT DEPOSITS 1,638,916.22$
COMBINED TOTAL FOR MONTH: $5,975,133.25
DEMAND LISTINGS FOR THE MONTH OF SEPTEMBER 2023

4.C.a
Packet Pg. 28
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

TYPE DATE INVOICE
NUMBER
INVOICE 09/01/2023 2798
CHECK 09/14/2023
INVOICE 08/02/2023 INV400372
CHECK 09/14/2023
INVOICE 07/23/2023 232642
EFT 09/14/2023
INVOICE 08/11/2023 230810
INVOICE 08/11/2023 230811
INVOICE 08/11/2023 230812
INVOICE 08/11/2023 230813
INVOICE 08/24/2023 249899
EFT 09/14/2023
INVOICE 08/31/2023 78052
EFT 09/14/2023
INVOICE 09/14/2023 78123
EFT 09/28/2023
INVOICE 08/25/2023 2023-0825
EFT 09/14/2023
INVOICE 09/21/2023 2023-0921
EFT 09/28/2023
INVOICE 08/01/2023 20320488
INVOICE 09/01/2023 20466131
CHECK 09/14/2023
INVOICE 08/23/2023 216020712
EFT 09/14/2023
INVOICE 09/07/2023 252-2577610
INVOICE 09/07/2023 252-2577611
INVOICE 09/07/2023 252-2577612
INVOICE 09/07/2023 252-2577613
INVOICE 09/07/2023 252-2577608
INVOICE 09/07/2023 252-2577609
EFT 09/28/2023
INVOICE 09/27/2023 10137
EFT 09/28/2023
INVOICE 08/18/2023 78954
INVOICE 08/23/2023 79289
INVOICE 08/25/2023 79660
INVOICE 08/25/2023 79659
INVOICE 09/01/2023 80377
INVOICE 09/01/2023 80378
EFT 09/14/2023
INVOICE 08/29/2023 80510
INVOICE 09/08/2023 81208
INVOICE 09/08/2023 81209
INVOICE 09/13/2023 81315
INVOICE 09/15/2023 82214
INVOICE 09/15/2023 82215
EFT 09/28/2023 EFT NUMBER 5747 $51,492.42
GAS & DIESEL FUEL $4,100.05
GAS & DIESEL FUEL $2,814.93
GAS & DIESEL FUEL $1,513.65
GAS & DIESEL FUEL $21,273.60
GAS & DIESEL FUEL $19,535.32
GAS & DIESEL FUEL $2,254.87
GAS & DIESEL FUEL $2,300.52
EFT NUMBER 5660 $17,611.52
BECK OIL, INC. GAS & DIESEL FUEL $1,630.21
GAS & DIESEL FUEL $6,400.65
GAS & DIESEL FUEL $2,879.26
GAS & DIESEL FUEL $2,906.32
GAS & DIESEL FUEL $1,494.56
BAUMANN, RAY CITY VIDEO ENGINEERING 07.19 AND

08.07,9,16,23
$536.50
EFT NUMBER 5746 $536.50
FISCAL AGENT FEE 2001-1 LOB BONDS $750.00
EFT NUMBER 5745 $5,500.00

BANK OF NY

MELLON TRUST CO
N.A
FISCAL AGENT FEE 2003-1 LOB 35TH AD $750.00
FISCAL AGENT FEE 2004-01 DREAM HOMES AD $750.00
FISCAL AGENT FEE 2004-02 COVE AD $750.00

FISCAL AGENT FEE LOCAL AGENCY REV
BONDS 2015A
$1,750.00
FISCAL AGENT FEE 1996 RIO VISTA $750.00

B&H FOTO &

ELECTRONICS CORP
KODAK PIXPRO DIGITAL CAMERA $1,957.30
EFT NUMBER 5659 $1,957.30
AT&T AT&T 9391064490: DHEC DOJ JULY 2023 $293.24
AT&T 9391064490: DHEC DOJ AUG 2023 $293.25
CHECK NUMBER 10012797 $586.49
ASAP PUMPING, INC. STORM HILARY - LOS GATOS & DATE PALM $2,250.00 EFT NUMBER 5658 $2,250.00

STORM HILARY STREET PUMPING

WATER/DIRT/DEBRIS
$13,035.00
EFT NUMBER 5744 $13,035.00
EFT NUMBER 5654 $47,525.90

AMERICAN

FORENSIC NURSES
OCTOBER 2023 STAND BY FEE $1,170.31
EFT NUMBER 5657 $1,170.31
PROF SVCS-BLOOD DRAWS $100.20
EFT NUMBER 5742 $100.20

ALLSTAR FIRE
EQUIPMENT, INC.

FACEMASK POCKET, COAT PATCH POCKET $1,102.73
TURNOUT COAT & PANTS - FD $15,172.15
TURNOUT COAT & PANTS - FD $15,172.15
TURNOUT COAT & PANTS - FD $15,172.15
TURNOUT BOOTS - FD $906.72

ALBERT WEBB

ASSOCIATES
LANDAU & MCCALLUM SIGNAL 7.23 $572.50
EFT NUMBER 5652 $572.50

ADAMSON POLICE

PRODUCTS
REMOTE AREA LIGHTING SYSTEM $1,611.51
CHECK NUMBER 10012795 $1,611.51

PAYMENT
AMOUNT
3CMA ANNUAL MEMBERSHIP DUES $400.00
CHECK NUMBER 10012794 $400.00
DEMAND REGISTER REPORT September 2023

VENDOR NAME DESCRIPTION INVOICE
AMOUNT

4.C.a
Packet Pg. 29
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 09/01/2023 09-2023
EFT 09/14/2023
INVOICE 09/28/2023 10-2023
EFT 09/28/2023
INVOICE 08/28/2023 BPS0326
EFT 09/14/2023
INVOICE 09/11/2023 BPS0327
EFT 09/28/2023
INVOICE 09/13/2023 307404
INVOICE 09/13/2023 307407
INVOICE 09/13/2023 307408
INVOICE 09/13/2023 307405
INVOICE 09/13/2023 307418
INVOICE 09/13/2023 307419
INVOICE 09/13/2023 307403
INVOICE 09/13/2023 307410
INVOICE 09/13/2023 307411
INVOICE 09/13/2023 307406
INVOICE 09/13/2023 307412
INVOICE 09/13/2023 307413
INVOICE 09/13/2023 307409
EFT 09/28/2023
INVOICE 09/06/2023 2023 SS3/UNS
PYU
EFT 09/06/2023
INVOICE 08/31/2023 44-KO 501372-
0823
INVOICE 08/31/2023 44-KT 501872-
0823
INVOICE 08/31/2023 44-KT 510943-
0823
INVOICE 08/31/2023 44-KT 539530-
0823
EFT 09/28/2023
INVOICE 08/17/2023 901958
INVOICE 08/18/2023 902092
EFT 09/14/2023
INVOICE 06/30/2023 36578
WIRE 09/13/2023
INVOICE 06/30/2023 36582
WIRE 09/13/2023
INVOICE 08/14/2023 100000017257
517
WIRE 09/11/2023
INVOICE 08/29/2023 36632
WIRE 09/12/2023
INVOICE 09/12/2023 36843
WIRE 09/12/2023
INVOICE 09/26/2023 37103
WIRE 09/28/2023
INVOICE 09/07/2023 15137-268728
CHECK 09/28/2023
INVOICE 09/19/2023 20230919 CATHEDRAL CITY

EVENING ROTARY
5TH ANNUAL MAYORS' CUP GOLF

TOURNAMENT
$85.00
WIRE NUMBER 9006655 $205,556.91

CARQUEST OF THE
DESERT
SUPPLIES - PANORAMA PARK LLD17 $7.99
CHECK NUMBER 10012851 $7.99
WIRE NUMBER 9006636 $204,704.63
PAYROLL RUN 1 - WARRANT 230926 $205,556.91
WIRE NUMBER 9006635 $210,150.09
PAYROLL RUN 1 - WARRANT 230912 $204,704.63
WIRE NUMBER 9006632 $315,830.40
PAYROLL RUN 1 - WARRANT 230829 $210,150.09
CALPERS PAYROLL RUN 2 - WARRANT 2308M1 $3,487.28
WIRE NUMBER 9006630 $3,487.28
PAYROLL RUN 2 - WARRANT 2308M2 $1,565.58
WIRE NUMBER 9006631 $1,565.58
SEP HEALTH PREM $315,830.40
EFT NUMBER 5751 $4,067.66

C & M BUILDING

MATERIALS
STORM HILARY - 400 SAND BAGS $163.12
STORM HILARY - 3 SHOVELS & 600 SAND BAGS $331.15
EFT NUMBER 5663 $494.27
AUG23 RECYCLING SVC $2,857.45
AUG23 RECYCLING SVC $140.10
EFT NUMBER 5750 $26,477.79

BURRTEC WASTE &

RECYCLING
2023 SS3/UNS PYU $69,023.15
EFT NUMBER 5649 $69,023.15
AUG23 RECYCLING SVC $351.19
AUG23 RECYCLING SVC $718.92
07024-0336.043 POLAK V. CITY OF CATHEDRAL
CITY
$165.06
07024-0122.031 KOSLOW V DATA TICKET INC,
ET AL
$594.00
07024-0152 PLANNING $619.50
07024-0336.042 30958 SAN GABRIEL CIRCLE W $2,301.20
07024-0132.008 CCFMA NEGOTIATIONS $2,970.00
07024-0132.009 CCPFA NEGOTIATIONS $2,673.00
07024-0122.029 BANK OF NY V. SUCCESSOR
AGENCY
$1,476.75
07024-0132 HUMAN RESOURCES $5,642.00

BURKE, WILLIAMS &

SORENSEN LLP
07024-0151 ECONOMIC DEVELOPMENT $5,162.50
07024-0311 POLICE ADMINISTRATION $1,622.50
07024-0156 ENGINEERING $59.00
07024-0122 LITIGATION-DEVELOPMENT

IMPACT FEE
$442.50
07024-0336 CODE COMPLIANCE $2,749.78
BROCK

PROFESSIONAL

SERVICES
08/15-08/28 AB939 DIVERSION RPT $1,500.00
EFT NUMBER 5662 $1,500.00
08/29-09/11 AB939 DIVERSION RPT $1,500.00
EFT NUMBER 5749 $1,500.00
BOYD, GEORGE 09-2023 - IDR 08/01 - 08/31 $4,345.43
EFT NUMBER 5661 $4,345.43
10-2023 - IDR 09/01 - 09/30 $4,345.43
EFT NUMBER 5748 $4,345.43

4.C.a
Packet Pg. 30
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) CHECK 09/28/2023
INVOICE 08/03/2023 T.T.8324
EFT 09/14/2023
INVOICE 08/29/2023 LP72267
EFT 09/14/2023
INVOICE 09/22/2023 20230922
EFT 09/28/2023
INVOICE 08/21/2023 1004-2307
INVOICE 08/25/2023 1079-2307
CHECK 09/14/2023
INVOICE 09/14/2023 10166B-2308
INVOICE 09/14/2023 LLD-A-2308
INVOICE 09/14/2023 LLD-B-2308
INVOICE 09/15/2023 28905B2308
INVOICE 09/15/2023 RR3-2308
INVOICE 09/15/2023 RR2-2308
INVOICE 09/18/2023 LLD-D-2308
INVOICE 09/18/2023 SPK2-2308
INVOICE 09/18/2023 LLD-C-2308
INVOICE 09/19/2023 10166A-2308
INVOICE 09/19/2023 RR1-2308
INVOICE 09/20/2023 33300-DF-2308
INVOICE 09/20/2023 33300-L-2308
INVOICE 09/20/2023 33300-RR-
2308
CHECK 09/28/2023
INVOICE 09/18/2023 3481197
INVOICE 09/19/2023 IE9112941
EFT 09/28/2023
INVOICE 08/31/2023 82185382
INVOICE 08/31/2023 82185345
EFT 09/28/2023
INVOICE 09/06/2023 120431628
EFT 09/14/2023
INVOICE 08/03/2023 120406995
EFT 09/28/2023
INVOICE 09/14/2023 88044
INVOICE 09/15/2023 88057
INVOICE 09/15/2023 88058
EFT 09/28/2023
INVOICE 09/08/2023 IN0490087
CHECK 09/28/2023
INVOICE 09/20/2023 AN0000002766
EFT 09/28/2023
INVOICE 06/01/2023 F230377
EFT 09/28/2023
INVOICE 06/30/2023 CV23310-23
EFT 09/06/2023
INVOICE 08/22/2023 154494
EFT 09/14/2023
INVOICE 09/12/2023 155607
EFT 09/28/2023
INVOICE 08/31/2023 2308094 DAVID TAUSSIG &
ASSOC
AUG23 PROF SERVICES CFD 2006-1 FY23/24 $203.14
DATA TICKET JUL23 CODE CITATION PROCESSING $518.60
EFT NUMBER 5668 $518.60
AUG23 CODE CITATION PROCESSING $488.80
EFT NUMBER 5762 $488.80

COACHELLA

VALLEY ASSOC OF

GOVERNMENTS
4TH QTR 22-23 AB2766 $12,967.03
EFT NUMBER 5650 $12,967.03

CSG CONSULTING,
INC.

MAY23 SERVICES $2,210.00
EFT NUMBER 5759 $2,210.00

ANIMAL SERVICES -

RIVERSIDE COUNTY
AUGUST 2023 ANIMAL CONTROL SVCS $26,420.66
EFT NUMBER 5802 $26,420.66

RIVERSIDE COUNTY

ENV HEALTH
ENVIRON HEALTH PERMIT 11/1/23-10/31/2024 $1,271.00
CHECK NUMBER 10012889 $1,271.00

COUNSELING TEAM
INTL
PSYCHOLOGICAL ASSESSMENTS-FD $300.00
AUG23 SUPPORT SERVICES-FD $95.00
AUGUST 2023 PEER SUPPORT $570.00
EFT NUMBER 5758 $965.00

COSTAR REALTY
INFORMATION, INC.

SEPTEMBER 2023 PROPERTY PROFESSIONAL $479.17
EFT NUMBER 5667 $479.17
AUGUST 2023 PROPERTY PROFESSIONAL $479.17
EFT NUMBER 5757 $479.17

CORELOGIC

SOLUTIONS, LLC

AUGUST GEOGRAPHIC PACKAGE -

REALQUEST
$150.00
AUG23 GEO. PACK - REALQUEST $360.00
EFT NUMBER 5756 $510.00
CHECK NUMBER 10012860 $5,601.58

CONVERGEONE,
INC.

CISCO VOIP SUPPORT 10.19.23-10.18.24 $13,080.00
KNOWBE4 SUBSCRIPTION RENEWAL 9.24.23-

9.23.24 $4,860.00
EFT NUMBER 5755 $17,940.00
AUGUST 23 - 603703-887618 $1,888.70
AUGUST 23 - 603699-887616 $50.21
AUGUST 23 - 553679-556884 $854.26
AUGUST 23 - 605255-559874 $25.41
AUGUST 23 - 304577-765650 $29.04
AUGUST 23 - 181911-513438 $2,307.24
AUGUST 23 - 510413-514910 $37.65
AUGUST 23 - 307567-838510 $62.56
AUGUST 23 - 556555-556922 $42.57
AUGUST 23 - 553525-765406 $45.03
AUGUST 23 - 204347-548662 $81.93
AUGUST 23 - 307461-838398 $90.44

COACHELLA

VALLEY WATER

DISTRICT
JULY 23 - 315103-847630 $3,199.22
JULY 23 - 315221-847748 $315.11
CHECK NUMBER 10012813 $3,514.33
AUGUST 23 - 182081-513606 $55.04
AUGUST 23 - 304559-765632 $31.50

COACHELLA

VALLEY ECONOMIC

PARTNERSHIP
2023 CVEP SUMMIT CITY SPONSORSHIP $3,000.00
EFT NUMBER 5760 $3,000.00

CDW GOVERNMENT,
INC.

ZEBRA LABEL PRINTER POWER ADAPTER $320.55
EFT NUMBER 5665 $320.55

CATHEDRAL
CENTER
GALA TABLE SPONSOR-2 TABLES $10,000.00
EFT NUMBER 5664 $10,000.00
CHECK NUMBER 10012852 $85.00

4.C.a
Packet Pg. 31
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) EFT 09/28/2023
INVOICE 09/16/2023 2870835
EFT 09/28/2023
INVOICE 08/22/2023 10693727700
EFT 09/14/2023
INVOICE 09/20/2023 10699708841
EFT 09/28/2023
INVOICE 08/30/2023 1578
CHECK 09/14/2023
INVOICE 08/01/2023 241176
INVOICE 08/10/2023 241106
EFT 09/14/2023
INVOICE 08/16/2023 S3117626.001
INVOICE 08/30/2023 S3121588.001
CHECK 09/28/2023
INVOICE 09/01/2023 5853684
EFT 09/28/2023
INVOICE 09/13/2023 2023-08
CHECK 09/28/2023
INVOICE 09/01/2023 09-2023
EFT 09/14/2023
INVOICE 09/28/2023 10-2023
EFT 09/28/2023
INVOICE 08/31/2023 33850274
EFT 09/14/2023
INVOICE 09/05/2023 37099
WIRE 09/06/2023
INVOICE 09/12/2023 36844
WIRE 09/13/2023
INVOICE 09/26/2023 37104
WIRE 09/27/2023
INVOICE 08/15/2023 20335680
EFT 09/14/2023
INVOICE 09/08/2023 20530385
EFT 09/28/2023
INVOICE 08/10/2023 21315
EFT 09/14/2023
INVOICE 08/18/2023 822803798
INVOICE 09/01/2023 824247457
CHECK 09/14/2023
INVOICE 08/25/2023 823494115
CHECK 09/28/2023
INVOICE 08/24/2023 2864704
INVOICE 08/24/2023 2823277
EFT 09/14/2023
INVOICE 09/05/2023 2906423
INVOICE 09/06/2023 2910918
INVOICE 09/08/2023 2917024
EFT 09/28/2023
INVOICE 09/11/2023 26152
CHECK 09/28/2023
INVOICE 09/15/2023 3750C FIND INC. SEP23 SB183 SERVICES CONTRACT FEE $1,375.00

FERGUSON, PRAET
& SHERMAN
PITCHESS MOTION 08/31/2023 $111.00
CHECK NUMBER 10012868 $111.00
SUPPLIES - URINAL PARTS - PW $77.21
EFT NUMBER 5771 $213.19

FERGUSON
ENTERPRISES, INC.
#1350
HOT WATER CIRCULATING PUMP - FS 411 $971.06
WALL HYDRANT REPAIR KITS - FS 411 $133.83
EFT NUMBER 5678 $1,104.89
BACKFLOW REPAIR PARTS - FOUNTAIN $19.03
RESTROOM REPAIR - SOCCER PARK $116.95
FEDERAL EXPRESS SHIPPING CHARGES - PD $18.93
SHIPPING CHARGES - FINANCE $8.17
CHECK NUMBER 10012819 $27.10
SHIPPING CHARGES $95.52
CHECK NUMBER 10012867 $95.52
LUIS NOE AVILA SUPPLIES - CENTURY PARK LLD 16A/CV LINK $247.95 EFT NUMBER 5677 $247.95
WIRE NUMBER 9006654 $116,512.09

EWING IRRIGATION

PRODUCTS
IRRIG SUPPLY - DOG PARK $15.93
EFT NUMBER 5676 $15.93
IRRIG SUPPLIES - PANORAMA PK LLD 17 $14.15
EFT NUMBER 5770 $14.15

EMPLOYMENT

DEVELOPMENT
DEPT
PAYROLL RUN 2 - WARRANT 230905 $990.00
WIRE NUMBER 9006629 $990.00
PAYROLL RUN 1 - WARRANT 230912 $53,046.98
WIRE NUMBER 9006640 $53,046.98
PAYROLL RUN 1 - WARRANT 230926 $116,512.09

EAN SERVICES-

ENTERPRISE CAR
JULY 2023 VEHICLE RENTAL $1,555.54
EFT NUMBER 5675 $1,555.54

DUENSING,

CHRISTOPHER
09-2023 - IDR 08/01 - 08/31 $5,350.97
EFT NUMBER 5674 $5,350.97
10-2023 - IDR 09/01 - 09/30 $5,350.97
EFT NUMBER 5768 $5,350.97

DESERT WATER
AGENCY
08/11-09/10 WATER SERVICE $6,577.86
CHECK NUMBER 10012863 $6,577.86

THE DESERT SUN

PUBLISHING

COMPANY
AUGUST ADVERTISEMENTS $5,519.80
EFT NUMBER 5767 $5,519.80

DESERT ELECTRIC
SUPPLY

ELECTRIC PRODUCTS FOR ENG STORAGE

CONTAINER
$279.01

CONDUIT & ITEMS FOR ENG STORAGE

CONTAINER
$36.41
CHECK NUMBER 10012862 $315.42

DESERT AIR
CONDITIONING, INC.

AC MAINT - LIBRARY $196.00
REPLACE CIRCUIT BOARD - CIVCTR $288.32
EFT NUMBER 5672 $484.32
DEMO UNLIMITED STORM HILARY - 08.21.23-08.29.23 CLEAN UP

SERVICES
$60,093.13
CHECK NUMBER 10012814 $60,093.13

DELL MARKETING
L.P.

PRECISION 3660 TOWER - PD FOSTER $3,247.54
EFT NUMBER 5671 $3,247.54
P2423 24-INCH MONITOR COUNCIL CHAMBERS $252.45
EFT NUMBER 5766 $252.45

DELL FINANCIAL

SERVICES
DELL SERVERS LEASE 11.1.23 - 11.30.23 $6,664.56
EFT NUMBER 5765 $6,664.56
ASSOC EFT NUMBER 5763 $203.14

4.C.a
Packet Pg. 32
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) CHECK 09/28/2023
INVOICE 07/21/2023 20230821-A
INVOICE 07/21/2023 20230721
INVOICE 09/02/2023 20230902
INVOICE 09/21/2023 20230921
CHECK 09/14/2023
INVOICE 09/07/2023 10421-5-2309
CHECK 09/28/2023
INVOICE 09/06/2023 025580055
EFT 09/28/2023
INVOICE 09/13/2023 MISC-2308
CHECK 09/28/2023
INVOICE 09/12/2023 9893-0823
EFT 09/28/2023
INVOICE 09/23/2023 32524-1
CHECK 09/28/2023
INVOICE 09/07/2023 SIN031343
EFT 09/14/2023
INVOICE 09/08/2023 6350
CHECK 09/14/2023
INVOICE 09/08/2023 6351
INVOICE 09/08/2023 6354
INVOICE 09/08/2023 6352
INVOICE 09/08/2023 6353
CHECK 09/28/2023
INVOICE 08/03/2023 43150
INVOICE 08/29/2023 43187
EFT 09/14/2023
INVOICE 08/31/2023 SIN031076
EFT 09/14/2023
INVOICE 09/24/2023 SIN031560
EFT 09/28/2023
INVOICE 09/05/2023 6662
EFT 09/14/2023
INVOICE 09/12/2023 36845
WIRE 09/13/2023
INVOICE 09/26/2023 36845
WIRE 09/27/2023
INVOICE 09/12/2023 IPD-30651
EFT 09/28/2023
INVOICE 08/24/2023 192070101674
3 EFT 09/14/2023
INVOICE 09/19/2023 192070101685
1 EFT 09/28/2023
INVOICE 08/31/2023 46088939
EFT 09/28/2023
INVOICE 09/01/2023 63192
INVOICE 09/01/2023 63193
EFT 09/28/2023
INVOICE 09/08/2023 1-
131136145312
PAYROLL RUN 1 - WARRANT 230926 $116,727.27
WIRE NUMBER 9006649 $116,727.27

JOHNSON
CONTROLS, INC.

C-CURE 9000 ADMIN TRAINING 09.07.23 $1,500.00
JIMMY'S EQUIPMENT EQUIP REPAIR - WATER PUMP $264.13
EQUIP REPAIR - GRAVELY MOWER $369.57
EFT NUMBER 5780 $633.70
JIFFY LUBE #2822 SRVS OIL CHANGE - E450 AMBULANCE VIN0847 $149.21 EFT NUMBER 5779 $149.21

INTERSTATE ALL

BATTERY CENTER
BATTERIES - SOLAR LIGHTS - OCOTILLO $7,286.05
EFT NUMBER 5687 $7,286.05
SPARE BATTERIES (AA,AAA) $430.57
EFT NUMBER 5778 $430.57

SEQUEL SIGN
COMPANY, INC.

SIGNS - LAWN SIGNS $1,461.37
EFT NUMBER 5777 $1,461.37

ICMA RETIREMENT
TRUST - 457
PAYROLL RUN 1 - WARRANT 230912 $44,032.84
WIRE NUMBER 9006641 $44,032.84

HIRED HANDS

GRAPHIC DESIGN
DESIGN - PW $2,800.00
EFT NUMBER 5683 $2,800.00

HINDERLITER, DE

LLAMAS AND
CONTRACT SVC: AUDIT/SALES TX JUL-SEP23 $3,498.98
EFT NUMBER 5682 $3,498.98
AUDTSVCS; TRANSCTN TX Q1/2023 $662.06
EFT NUMBER 5775 $662.06
C.V. MAILING
SERVICES, INC.

DREAM HOME MAILERS 8.23 $498.13
MAILERS - DREAM HOMES CLEANUP PROJECT $192.00
EFT NUMBER 5681 $690.13
#10 REGULAR ENVELOPES (3,000) - PD $547.01
CHECK NUMBER 10012875 $1,252.79

HIGH RESOLUTION

GRAPHIC
BUSINESS CARDS-KEVIN BIERSACK $94.61
CHECK NUMBER 10012822 $94.61
BUSINESS CARDS - JEREMY FREY $94.61
NOTICE OF CORRECTION FORM X1000 $516.56
BUSINESS CARDS - JOSEPH FOX $94.61
HDL COREN & CONE ACFR STATISTICAL PCKG 22-23 $695.00
EFT NUMBER 5680 $695.00

HAMMER PUMPING,
INC.

FS 411 - WATER HEATER REPAIR $150.00
CHECK NUMBER 10012874 $150.00

GRAFFITI

PROTECTION

COATINGS
AUG23 GRAFFITI REMOVAL SVC $8,760.00
EFT NUMBER 5774 $8,760.00
GAS COMPANY, THE 08/10-09/11 GAS SERVICE $794.85
CHECK NUMBER 10012872 $794.85
GALLS, LLC CADET SHIRT - N. RAMOS $41.57
EFT NUMBER 5772 $41.57
09/07-10/06 INTERNET $1,190.00
CHECK NUMBER 10012871 $1,190.00

FRONTIER

COMMUNICATIONS
08/21/23-09/20/23 PHN LNE-PSEC $1,125.81
07/21/23-08/20/23 PHN LNE-PSEC $1,125.53
09/02/23-10/01/23 INTERNET-RIVERSIDE
COUNTY
$240.80
08/28/23-09/27/2023 PHONE LINE $213.10
CHECK NUMBER 10012820 $2,705.24
CHECK NUMBER 10012869 $1,375.00

4.C.a
Packet Pg. 33
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 09/11/2023 1-
131136499095
EFT 09/28/2023
INVOICE 09/01/2023 871140475
EFT 09/14/2023
INVOICE 09/05/2023 43126287
EFT 09/14/2023
INVOICE 08/03/2023 9009472473
INVOICE 09/17/2023 9009499348
EFT 09/14/2023
INVOICE 08/31/2023 9009523173
INVOICE 09/03/2023 9009532708
INVOICE 09/08/2023 9009537710
INVOICE 09/10/2023 9009540145
EFT 09/28/2023
INVOICE 08/23/2023 606051
EFT 09/28/2023
INVOICE 09/13/2023 04112030
CHECK 09/28/2023
INVOICE 08/09/2023 LP0823-38
INVOICE 08/24/2023 LP0923-14
INVOICE 09/07/2023 LP0923-54
EFT 09/14/2023
INVOICE 08/23/2023 7954476-02
INVOICE 09/05/2023 7954393-02
INVOICE 09/05/2023 7954431-02
INVOICE 09/05/2023 7954515-02
EFT 09/14/2023
INVOICE 07/31/2023 247141
INVOICE 07/31/2023 247143
INVOICE 07/31/2023 247142
INVOICE 07/31/2023 247145
INVOICE 08/31/2023 249311
INVOICE 08/31/2023 249307
INVOICE 08/31/2023 249308
INVOICE 08/31/2023 249309
INVOICE 08/31/2023 249310
EFT 09/14/2023
CREDIT
MEMO
08/23/2023 1356326
INVOICE 08/24/2023 1356616
INVOICE 08/25/2023 1357222
INVOICE 08/25/2023 1357251
EFT 09/14/2023
INVOICE 09/01/2023 1359369
INVOICE 09/06/2023 1360995
INVOICE 09/08/2023 1361956
INVOICE 09/12/2023 1362726
INVOICE 09/12/2023 1363067
INVOICE 09/13/2023 1363184
INVOICE 09/18/2023 1364365
EFT 09/28/2023
INVOICE 08/18/2023 4590519073
EFT 09/14/2023
EFT NUMBER 5786 $7,511.57

LINCOLN NATIONAL
LIFE INS. CO.

SEP 23 $23,368.36
EFT NUMBER 5696 $23,368.36
MEDICAL SUPPLIES (PARAMEDIC) $36.70
MEDICAL SUPPLIES (PARAMEDIC) $2,057.35
MEDICAL SUPPLIES (PARAMEDIC) $449.12
MEDICAL SUPPLIES (PARAMEDIC) $1,992.57
MEDICAL SUPPLIES (PARAMEDIC) $711.23
MEDICAL SUPPLIES (PARAMEDIC) $1,526.64
EFT NUMBER 5695 $2,593.30
MEDICAL SUPPLIES (PARAMEDIC) $737.96
EFT NUMBER 5694 $25,734.25
LIFE ASSIST, INC. CR MEMO MEDICAL SUPPLIES (PARAMEDIC) ($436.66) MEDICAL SUPPLIES (PARAMEDIC) $961.00
MEDICAL SUPPLIES (PARAMEDIC) $135.40
MEDICAL SUPPLIES (PARAMEDIC) $1,933.56
CA180-00066 POLICE DEPT WRIT $3,592.00
CA 180-00069 PD INVESTIGATION $2,449.50
CA180-00001 GENERAL $892.50
CA180-00054 PERSONNEL POLICIES AUDIT $340.00

LIEBERT CASSIDY

WHITMORE
CA180-00054 PERSONNEL POLICIES AUDIT $1,482.50
CA 180-00070 PD INVESTIGATION $2,031.00
CA180-00066 POLICE DEPT WRIT $1,881.50
CA 180-00069 PD INVESTIGATION $10,413.25
CA 180-00070 PD INVESTIGATION $2,652.00

LEGAL DOCUMENT
SPECIALIST, INC.

PROCESS SERVICE - 8/23/23 $55.00
PROCESS SERVICE - 9/5/23 $55.00
PROCESS SERVICE - 8/24/23 $55.00
PROCESS SERVICE - 9/5/23 $55.00
EFT NUMBER 5693 $220.00

LANDMARK

CONSULTANTS, INC
SOIL TESTING 8.9.23 $990.00
SOIL TESTING 8.23 $2,280.00
SOIL TESTING 8.29 $2,760.00
EFT NUMBER 5692 $6,030.00

LA MICHOACANA

ICE CREAM
SPOOKTACULAR CANDY - 50,000 PIECES $2,000.00
CHECK NUMBER 10012876 $2,000.00
EFT NUMBER 5784 $2,214.10

KUSTOM SIGNALS
INC.

HEAD UP DISPLAY (HUD) SVC - C82-09 $139.14
EFT NUMBER 5785 $139.14
08/9-09/8 KONICA MINOLTA $1,622.53
8/11-9/10 KONICA MINOLTA CPC A61E011012174 $4.27

KONICA MINOLTA
BUS.SOLUTIONS
7/04-8/03 C554E CPC DET A5AY011000024 $357.96
7/19/23-8/18/23 KONICA MINOLTA CPC $474.09
EFT NUMBER 5691 $832.05
8/01-8/31 CPC C224E EAST PACT $112.37
8/04-9/03 C554E CPC DET A5AY011000024 $474.93

KONICA MINOLTA -
LEASE
7/9-9/8 KONICA MINOLTA LSE $551.80
EFT NUMBER 5690 $551.80
KONE, INC. SEP23 ELEVATOR MAINTENANCE $1,500.44
EFT NUMBER 5689 $1,500.44

CARDKEY SYSTEM - NETWORK SECURITY

EQUIPMENT
$4,350.26
EFT NUMBER 5781 $5,850.26

4.C.a
Packet Pg. 34
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 09/01/2023 FY24-04001
CHECK 09/14/2023
INVOICE 08/15/2023 78256208
EFT 09/14/2023
INVOICE 08/29/2023 519940881
INVOICE 09/12/2023 520032413
EFT 09/14/2023
INVOICE 09/26/2023 520115746
EFT 09/28/2023
INVOICE 08/20/2023 88714
INVOICE 08/21/2023 88715
INVOICE 08/30/2023 87635
CHECK 09/14/2023
INVOICE 10/19/2022 8281491739
INVOICE 09/26/2023 8281651043
EFT 09/28/2023
INVOICE 07/31/2023 2189.003-01
CHECK 09/14/2023
INVOICE 07/30/2023 073020231
INVOICE 08/30/2023 083020232
INVOICE 08/30/2023 083020232.2
EFT 09/14/2023
INVOICE 09/05/2023 659001
EFT 09/14/2023
INVOICE 06/07/2023 650472
INVOICE 07/12/2023 653804
INVOICE 08/11/2023 656774
INVOICE 08/25/2023 658081
INVOICE 09/01/2023 658770
INVOICE 09/01/2023 658717
INVOICE 09/01/2023 658751
CREDIT
MEMO
09/01/2023 658758
INVOICE 09/01/2023 658716
CREDIT
MEMO
09/01/2023 658798
INVOICE 09/02/2023 658865
INVOICE 09/06/2023 659071
INVOICE 09/07/2023 659295
INVOICE 09/13/2023 659785
INVOICE 09/15/2023 660072
INVOICE 09/19/2023 660378
EFT 09/28/2023
INVOICE 09/08/2023 403278
INVOICE 09/12/2023 403298
INVOICE 09/15/2023 403390
EFT 09/28/2023
INVOICE 09/12/2023 36846
WIRE 09/12/2023
INVOICE 09/26/2023 37106
WIRE 09/26/2023
INVOICE 09/07/2023 331592589001
CHECK 09/28/2023
OFFICE DEPOT SUPPLIES - RECORDS $25.49
CHECK NUMBER 10012881 $25.49

NATIONWIDE

RETIREMENT

SOLUTION
PAYROLL RUN 1 - WARRANT 230912 $11,981.64
WIRE NUMBER 9006637 $11,981.64
PAYROLL RUN 1 - WARRANT 230926 $11,992.17
WIRE NUMBER 9006651 $11,992.17

NATIONAL EMBLEM CC POLICE CANCER AWARENESS KEY RING
(100)
$500.30

CC POLICE RETRO DESIGN - EMBROIDERY
(X100)
$509.00

CC POLICE NEW CLOTH BADGE-EMBROIDERY
(X100)
$368.86
EFT NUMBER 5795 $1,378.16
LITHIUM GREASE - PD01 $26.08
EFT NUMBER 5794 $1,685.15
EQUIP SUPPLIES - SCALPER $241.24
FLEET - BATTERY, CORE DEPOSIT $355.42
SUPPLIES - HYDRAULIC OIL - FS 411 $82.64
SUPPLIES - CAR WASH LIQUID, BRUSH HEAD $86.93
CREDIT MEMO INV 652555, 658770, 658751,
658716
($43.50)
SUPPLIES - OIL DRY FD 413 $179.61
CREDIT MEMO INVOICE 658716 ($93.51)
FLEET SUPPLIES - A/C FORMULA OIL $187.03
FLEET SUPPLIES - ACRYLIC TIRE SHINE $304.28
FLEET SUPPLIES - A/C FORMULA OIL $93.51
VALUE FUSE PACK - PD01 $25.00
FLEET SUPPLIES - A/C FORMULA OIL $93.51

DESERT AREA
CORP.

FOUNTAIN BACK FLOW - FOUNTAIN $5.43
EFT NUMBER 5703 $5.43
TAPE/BLADES SUPPLIES - PD01 $44.76
RESERVE BATTERIES - PD01 $65.20
WIPER BLADES (2) - C57-20 $36.95
MVR CONSULTING DREAM HOME GRANT 7.23 $875.00
DREAM HOME GRANT 8.23 $700.00
LEAP GRANT 8.23 $4,985.00
EFT NUMBER 5702 $6,560.00
MSA CONSULTING DATE PALM-I10 TO VARNER 7.23 $9,285.00
CHECK NUMBER 10012826 $9,285.00

MOTOROLA
SOLUTIONS, INC.

ALL BAND CONSOLETTE (PSEC) X3 RACK
MOUNTS
$476.33
ALL BAND CONSOLETTE (PSEC) X3 $32,472.74
EFT NUMBER 5793 $32,949.07

MOHICA TOWING,
INC.

TOW FORD F350 AMBULANCE $262.50
TOW 2016 MARQUE AMBULANCE VIN #0846 $262.50
STORM HILARY - PW DUMP TRUCK TOW $180.00
CHECK NUMBER 10012825 $705.00

MISSION LINEN
SUPPLY
LINEN SUPPLIES FOR JAIL $62.38
LINEN SUPPLIES FOR JAIL $62.38
EFT NUMBER 5701 $124.76
LINEN SUPPLIES FOR JAIL $62.38
EFT NUMBER 5792 $62.38
METLIFE SEP 23 $30,272.86
EFT NUMBER 5699 $30,272.86

LVC MASTER

ASSOCIATION
OCT23 LLD9 LA PASADA LANDSCAPE $770.00
CHECK NUMBER 10012824 $770.00

4.C.a
Packet Pg. 35
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 09/26/2023 20230926
INVOICE 09/26/2023 20230927
CHECK 09/28/2023
INVOICE 07/05/2023 857219
INVOICE 07/12/2023 857818
INVOICE 07/19/2023 1650650
EFT 09/14/2023
INVOICE 07/01/2023 2030226935
INVOICE 08/25/2023 2030229105
CHECK 09/14/2023
INVOICE 08/24/2023 2030229035
INVOICE 09/08/2023 2030229564
CHECK 09/28/2023
INVOICE 08/29/2023 36636
WIRE 09/01/2023
INVOICE 09/12/2023 36847
WIRE 09/13/2023
INVOICE 09/25/2023 37107
WIRE 09/25/2023
INVOICE 09/26/2023 20230928
CHECK 09/28/2023
INVOICE 09/04/2023 1023682649
EFT 09/14/2023
INVOICE 09/10/2023 1023837847
EFT 09/28/2023
INVOICE 08/18/2023 925343
CHECK 09/28/2023
INVOICE 09/12/2023 155672
CHECK 09/28/2023
INVOICE 08/24/2023 527256
EFT 09/14/2023
INVOICE 08/23/2023 23533915
INVOICE 08/23/2023 23533914
INVOICE 08/23/2023 23533916
INVOICE 08/30/2023 23536993
INVOICE 08/30/2023 23536994
INVOICE 08/30/2023 23536995
EFT 09/14/2023
INVOICE 09/06/2023 23539937
INVOICE 09/06/2023 23539938
INVOICE 09/06/2023 23539940
INVOICE 09/13/2023 23542774
INVOICE 09/13/2023 23542772
INVOICE 09/13/2023 23542773
EFT 09/28/2023
INVOICE 08/18/2023 3866
INVOICE 08/23/2023 3867
INVOICE 08/28/2023 3868
INVOICE 08/28/2023 3869
INVOICE 08/29/2023 3870STORM HILARY - MUD REMOVAL VARNER

08.24,25,28
$15,850.00
EFT NUMBER 5800 $439.22

PS TREE SERVICE &

MAINTENANCE

STORM HILARY - PREVENTIVE DRAIN &

GUTTER CLEAN
$1,500.00

STORM HILARY - TREE REMOVAL DINAH

SHORE/VAQUERO
$2,750.00
AUG23 FACILITIES GROUNDS/AMPHITHEA $11,062.00
AUG23 MONTHLY MAINT SVC $6,950.00
STREETS UNIFORM RENTALS $107.17
GROUNDS UNIFORM RENTALS $29.96
JANITORIAL SUPPLIES $39.28
JANITORIAL SUPPLIES $125.68
STREETS UNIFORM RENTALS $107.17
GROUNDS UNIFORM RENTALS $29.96
JANITORIAL SUPPLIES $201.58
EFT NUMBER 5709 $677.42

PRUDENTIAL

OVERALL SUPPLY
GROUNDS UNIFORM RENTALS $29.96
STREETS UNIFORM RENTALS $107.17
JANITORIAL SUPPLIES $201.58
STREETS UNIFORM RENTALS $107.17
GROUNDS UNIFORM RENTALS $29.96

PROFORCE
MARKETING, INC.

TSR PERFORMANCE POWER MAG (5) $474.42
EFT NUMBER 5707 $474.42
POWERS AWARDS NAME PLATES - PAZ/SCHUELKE $75.43
CHECK NUMBER 10012887 $75.43

DESERT CITIES

REPROGRAPHICS
SYSTEMS, INC.

HSIP CYCLE 100: PEDESTRIAN CROSSING $14.50
CHECK NUMBER 10012886 $14.50
PITNEY BOWES, INC. SLA EQUP SERVCS AGREEMENT 3/26-9/25/23 $167.18 EFT NUMBER 5705 $167.18
7/1-9/30 CONNECT + RENT - E-RETURN &

MAILSTREAM
$346.16
EFT NUMBER 5798 $346.16

PETTY CASH -

KEVIN BIERSACK
PETTY CASH REPLENISHMENT $249.29
CHECK NUMBER 10012885 $249.29
PAYROLL RUN 1 - WARRANT 230926 $12,786.27
WIRE NUMBER 9006650 $12,786.27
CHECK NUMBER 10012884 $1,361.71

PENTEGRA
SERVICES, INC.

PAYROLL RUN 1 - WARRANT 230829 $13,230.75
WIRE NUMBER 9006626 $13,230.75
PAYROLL RUN 1 - WARRANT 230912 $13,026.90
WIRE NUMBER 9006642 $13,026.90

PARKHOUSE TIRE
INC.

TIRE REPLACEMENT- 06' MOTORCYCLE TRLR $210.85
VEHICLE MAINT/REPAIRS SPARE TIRES (10) -
PD01
$2,838.14
CHECK NUMBER 10012829 $3,048.99
STORM HILARY VEHICLE MAINT M23 8.24.23 $919.37
AMBULANCE TIRES - FD $442.34

PALM SPRINGS
MOTORS, INC.

AMBULANCE ENGINE REPAIR VIN0847 $1,388.82
AMBULANCE TRANSMISSION REPAIR VIN0846 $8,828.84
AMBULANCE WHEEL REPAIR VIN0223 $87.79
EFT NUMBER 5704 $10,305.45

PALM DESERT

CHAMBER

COMMERCE
POPS LUNCHEON -11/15/2023 TABLE #2 $750.00
POPS LUNCHEON - 11/15/2023 TABLE #1 $750.00
CHECK NUMBER 10012882 $1,500.00

4.C.a
Packet Pg. 36
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 08/29/2023 3871
INVOICE 08/29/2023 3872
INVOICE 08/29/2023 3873
INVOICE 08/29/2023 3874
INVOICE 09/01/2023 3877
INVOICE 09/01/2023 3876
INVOICE 09/01/2023 3878
INVOICE 09/05/2023 3879
INVOICE 09/05/2023 3880
INVOICE 09/07/2023 3885
INVOICE 09/07/2023 3886
INVOICE 09/07/2023 3888
INVOICE 09/07/2023 3882
INVOICE 09/07/2023 3887
INVOICE 09/07/2023 3884
INVOICE 09/11/2023 3890
EFT 09/14/2023
INVOICE 08/29/2023 3875
INVOICE 09/05/2023 3881
INVOICE 09/07/2023 3889
INVOICE 09/07/2023 3883
INVOICE 09/11/2023 3891
INVOICE 09/14/2023 3893
INVOICE 09/18/2023 3896
INVOICE 09/18/2023 3897
INVOICE 09/18/2023 3895
INVOICE 09/18/2023 3894
EFT 09/28/2023
INVOICE 09/08/2023 INV116
EFT 09/14/2023
INVOICE 08/30/2023 GC0011665
EFT 09/14/2023
INVOICE 09/10/2023 233756
CHECK 09/28/2023
INVOICE 08/31/2023 2023-08
EFT 09/14/2023
INVOICE 09/05/2023 130
EFT 09/14/2023
INVOICE 08/21/2023 4632
INVOICE 08/24/2023 8934
CHECK 09/14/2023
INVOICE 08/23/2023 082323
INVOICE 09/01/2023 082823
INVOICE 09/08/2023 090623

SAME DAY

EXPRESS LLC

STORM HILARY - CATH CYN DR MUD REMOVAL

08.23.23 $6,201.00

STORM HILARY-HORIZON RD DEBRIS
REMOVAL 08.28-09.01
$12,720.00

STORM HILARY-HORIZON RD DEBRIS
REMOVAL 09.06
$1,193.00
SAM'S CLUB DIRECT STORM HILARY - SUPPLIES PATROL 8.21 $237.22 STORM HILARY - SUPPLIES PATROL 8.24 $93.61
CHECK NUMBER 10012832 $330.83
S.C.R.A.P. GALLERY ENV ED SVCS $7,500.00
EFT NUMBER 5716 $7,500.00

RIVERSIDE COUNTY

AUDITOR

CONTROLLER
AUGUST 2023 PARKING $4,215.00
EFT NUMBER 5714 $4,215.00

QUALITY STREET

SERVICE
SEPT 23 PRKG LOT SWEEPING SVC $550.00
CHECK NUMBER 10012888 $550.00

ICC CODIFICATION,
INC.

MUNICODE UPDATE-SUPPLEMENTAL $512.00
EFT NUMBER 5713 $512.00
EFT NUMBER 5801 $49,175.00

PUBLIC ENTITY

RISK MANAGEMENT
LIABILITY TRUST ACCOUNT DEPOSIT Q2
FY2023-24
$56,025.00
EFT NUMBER 5712 $56,025.00
BUDDY ROGERS DOG PARK - GEN CLEAN UP $3,325.00
SOCCER PARK - TREES TRIM $12,125.00

STORM HILARY DINAH SHORE MUD REMOVAL

9.14, 9.15
$4,250.00
STORM HILARY DAVALL MUD REMOVAL 09.15 $6,750.00
OCOTILLO PARK - GENERAL CLEAN UP $2,450.00

PANORAMA-BASKETBALL-REPAIR IRRIGATION
SYSTM
$9,000.00
LA PALOMA LLD2 - TREE TRIM $2,125.00
HOMELESS CAMP CLEAN-UP $2,450.00
FS 411 - TREES TRIM $2,375.00
DINAHSHORE/DATE PALM - EMERGENCY SVC $4,325.00

STORM HILARY-MUD REMOVAL

LAVISTA/LOSGATOS
$13,150.00
EFT NUMBER 5710 $240,977.00

STORM HILARY-MUD REMOVAL VISTOCHINO

8.21,8.28-31
$42,120.00

STORM HILARY-MUD REMOVAL OCOTILLO
PARK
$6,125.00

STORM HILARY-MUD REMOVAL

DATEPALM/LOSGATOS
$30,850.00

STORM HILARY-MUD REMOVAL VISTO

CHINO/LANDAU
$2,150.00
FIRE STATION 413 - TRIM OLEANDERS $975.00
LIBRARY - REMOVE FALLEN TREE $950.00
BELL TOWER - VALVE REPLACE $1,750.00
STORM HILARY-MUD REMOVAL 30TH, DATE

PALM TO DAVALL
$5,920.00

STORM HILARY - DEBRIS REMOVAL TOWN
SQUARE
$1,275.00
RAMON RD MEDIAN - TREE TRIM $900.00

STORM HILARY-MUD&TREE REMOVL/CLEANUP

PANORAMAPARK
$21,375.00
STORM HILARY- 2ND TREE REMOVAL DINAH

SHORE/VAQUERO
$2,750.00

STORM HILARY - MUD REMOVAL DINAH SHORE

08.28 $6,825.00

STORM HILARY-MUD REMOVAL SAN
TORO/TORTUGA 8.22-28
$58,325.00

STORM HILARY - MUD REMOVAL RAMON RD

08.28 $7,425.00

4.C.a
Packet Pg. 37
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) EFT 09/14/2023
INVOICE 09/15/2023 091223
INVOICE 09/22/2023 092123
EFT 09/28/2023
INVOICE 09/11/2023 20230911
CHECK 09/14/2023
INVOICE 08/31/2023 8004584843
EFT 09/14/2023
INVOICE 08/02/2023 0603580-IN
EFT 09/14/2023
INVOICE 09/06/2023 0608884-IN
EFT 09/28/2023
INVOICE 09/11/2023 4066409
INVOICE 09/12/2023 4066855
INVOICE 09/18/2023 4068811
CHECK 09/28/2023
INVOICE 08/09/2023 1450
INVOICE 08/25/2023 1453
EFT 09/28/2023
INVOICE 08/16/2023 4184699-A
CHECK 09/14/2023
INVOICE 08/04/2023 32100-2308
INVOICE 08/23/2023 7501583346
INVOICE 09/01/2023 7698-2307-A
INVOICE 09/01/2023 9074-2307-A
INVOICE 09/01/2023 9690-2308
INVOICE 09/01/2023 MISC-2308
INVOICE 09/05/2023 6909-2308
CHECK 09/14/2023
INVOICE 09/01/2023 MISC-2308-A
INVOICE 09/19/2023 68594-2309
INVOICE 09/19/2023 CITY-2309
INVOICE 09/19/2023 SPK-2309
INVOICE 09/20/2023 0005-2308
CHECK 09/28/2023
INVOICE 09/08/2023 090823
EFT 09/14/2023
INVOICE 08/24/2023 23511550
082423
EFT 09/14/2023
INVOICE 09/13/2023 18401120
091323
EFT 09/28/2023
INVOICE 09/07/2023 15159960-
090723
EFT 09/28/2023
INVOICE 08/12/2023 3544965333
INVOICE 08/18/2023 3545285350
EFT 09/14/2023
INVOICE 08/24/2023 3545681070
INVOICE 08/31/2023 3546582985
INVOICE 08/31/2023 3546582984
INVOICE 08/31/2023 3546582986 SUPPLIES-FD $103.76 SUPPLIES-BLDG $111.31
SUPPLIES-BLDG $122.80
EFT NUMBER 5810 $276.29

STAPLES

ADVANTAGE
SUPPLIES-BLDG $19.02
SUPPLIES-FINANCE $20.36
EFT NUMBER 5723 $39.38
SUPPLIES-PD $140.37
SPARKLETTS 8/24 WATER DELIVERY ALL FIRE STATIONS $524.18 EFT NUMBER 5722 $524.18
LOC:18401119 08/15/2023-08/29/2023 WATER $415.24
EFT NUMBER 5809 $415.24
LOC:7600067 AUG23 PW WATER $276.29
CHECK NUMBER 10012895 $19,549.02

SOUTHERN

CALIFORNIA GAS
CO.
08/01-09/01 - GAS ACCT:063-943-529-1 $26.18
EFT NUMBER 5721 $26.18
08/18-09/18 SOCCER PARK ELECTRIC $2,309.18
08/01-08/29 STREET/OUTDOORELECTRIC $2,369.97
08/18-09/18 PARKING STRUCTURE ELECTRIC $6,387.90
08/18-09/18 68700 AVE LALO GUERRERO $8,160.68
CHECK NUMBER 10012835 $50,985.97
08/01-08/31 ELECTRICAL CHARGES $321.29
08/01-08/31 ELECTRICAL CHARGES $3,742.38
08/01-08/31 SIGNALS&OUTDOORELECTRIC $21,429.59

SOUTHERN

CALIFORNIA EDISON
08/04-09/04 FIRE DEPT. ELECTRIC $5,766.70
RESIDENTIAL METER ALLOWANCES $4,387.94
07/19-08/19 OUTDOOR ELECTRIC $943.63
07/01-07/31 LLD LAMPS&IRRIG ELECTRIC CHGS $1,301.58
08/01-08/31 STREET LAMPS $13,414.15

SOUTH COAST AIR

QUALITY MGMT
FY23/24 FLAT FEE FOR EMISSIONS LATE PYMT $8.02
CHECK NUMBER 10012834 $8.02
SO CAL GRAFIX INC. ACCOUTREMENTS - ENG-04 VIN 38019 $3,447.45 ACCOUTREMENTS - M-47 VIN 18473 $3,447.45
EFT NUMBER 5807 $6,894.90

SMITH PIPE &

SUPPLY COMPANY
IRRIG SUPPLIES - PW $24.31
IRRIG SUPPLIES - PANORAMA PARK LLD17 $54.92
IRRIG SUPPLIES - SOCCER PARK $15.88
CHECK NUMBER 10012894 $95.11

SIRCHIE

ACQUISITION

COMPANY LLC

SCENE SUPPLIES-CHALK,RULERS,FIBER

BRUSH,TAPE
$4,239.41
EFT NUMBER 5720 $4,239.41
SUPPLIES-TWIST TUBES $274.62
EFT NUMBER 5806 $274.62
SHRED-IT USA LLC AUG23 SHREDDING SVCS $3,452.75
EFT NUMBER 5719 $3,452.75

SAN BERNARDINO

CO SHERIFF DEPT
POST TUITION BASIC TRAFFIC COLL. RAMIREZ $215.00
CHECK NUMBER 10012833 $215.00

STORM HILARY HORIZON ROAD DEBRIS
REMOVAL 09.20
$954.00
EFT NUMBER 5804 $8,428.00
EFT NUMBER 5717 $20,114.00

STORM HILARY HORIZON ROAD DEBRIS
REMOVAL 09.11-15
$7,474.00

4.C.a
Packet Pg. 38
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 09/02/2023 3546878738
INVOICE 09/03/2023 3546901020
INVOICE 09/06/2023 3546987342
INVOICE 09/07/2023 3547057197
INVOICE 09/07/2023 3547057196
INVOICE 09/09/2023 3547268755
INVOICE 09/10/2023 3547283297
INVOICE 09/10/2023 3547283296
INVOICE 09/16/2023 8071649395
INVOICE 09/17/2023 8071651781
EFT 09/28/2023
INVOICE 06/30/2023 20230630
CHECK 09/28/2023
INVOICE 09/12/2023 36848
WIRE 09/12/2023
INVOICE 09/26/2023 37108
WIRE 09/26/2023
INVOICE 08/29/2023 677567
INVOICE 08/29/2023 677510
CHECK 09/14/2023
INVOICE 09/06/2023 682145
INVOICE 09/06/2023 677662
INVOICE 09/07/2023 683676
CHECK 09/28/2023
INVOICE 09/12/2023 36849
CHECK 09/14/2023
INVOICE 09/26/2023 37109
CHECK 09/28/2023
INVOICE 09/14/2023 23-0914-3
CHECK 09/28/2023
INVOICE 09/11/2023 TN042302
EFT 09/14/2023
INVOICE 08/16/2023 1101779
INVOICE 08/28/2023 1102001
INVOICE 08/29/2023 1102035
INVOICE 08/31/2023 1102088
INVOICE 09/06/2023 1102128
INVOICE 09/06/2023 1102129
CHECK 09/14/2023
INVOICE 09/08/2023 1102175
INVOICE 09/08/2023 1102204
INVOICE 09/08/2023 1102203
INVOICE 09/08/2023 1102202
INVOICE 09/12/2023 1102242
INVOICE 09/14/2023 1102286
CHECK 09/28/2023
INVOICE 08/23/2023 173893709-0
CHECK 09/14/2023
CHECK NUMBER 10012899 $17,894.79
U.S. TELEPACIFIC
CORP.
08/23-09/22 CITY PHONES $4,635.96
CHECK NUMBER 10012838 $4,635.96
STREETS - STREET NAME SIGN BOX BLADE $377.91

STORM HILARY BLOCKADES, LITES, CONES

PURCHASE
$14,190.24
STREETS - STREETS SIGN $392.81
VEHICLE MAINT - M20 $618.73

STORM HILARY DELINEATORS, BLOCKADES,

SIGNS RENTALS
$703.10
SUPPLIES - STREET SIGNS $1,612.00

STORM HILARY - BLOCKADES, SIGN RENTALS,

TRAILERS
$2,897.10
CHECK NUMBER 10012836 $20,988.47
TOPS N

BARRICADES
STORM HILARY - 50 CONES, 40 BARRICADES,
25 LIGHTS
$4,334.23
STREETS - STREETS SIGN $1,598.63
STORM HILARY - 50 SIGN POST TELESPAR, 25

ANCHORS
$4,771.41

STORM HILARY - BLOCKADES AND SIGN

RENTALS
$741.80

STORM HILARY - BLOCKADES, SIGN RENTALS,

TRAILERS
$6,645.30

TERRA NOVA

PLANNING &

RESEARCH
THOUSAND PALMS ANNEXATION STUDY $12,978.75
EFT NUMBER 5724 $12,978.75

SUSAN SAX-

CLIFFORD, PHD
PRE-EMPLOYMENT TESTING $450.00
CHECK NUMBER 10012897 $450.00

CA FRANCHISE TAX
BOARD
PAYROLL RUN 1 - WARRANT 230912 $200.00
CHECK NUMBER 10012800 $200.00
PAYROLL RUN 1 - WARRANT 230926 $200.00
CHECK NUMBER 10012849 $200.00
AUGUST 2023 BLOOD ALCOHOL ANALYSIS $280.00
CHECK NUMBER 10012848 $770.00

CA DEPT OF

JUSTICE
MAY 2023 BLOOD ALCOHOL ANALYSIS $35.00
JULY 2023 BLOOD ALCOHOL ANALYSIS $245.00
CHECK NUMBER 10012799 $280.00
AUGUST 2023 PRE-EMPLOYMENT LIVESCANS
(5)
$245.00
AUGUST 2023 LIVESCAN FINGERPRINT $245.00

CA STATE

DISBURSEMENT
UNIT
PAYROLL RUN 1 - WARRANT 230912 $2,776.44
WIRE NUMBER 9006638 $2,776.44
PAYROLL RUN 1 - WARRANT 230926 $2,776.44
WIRE NUMBER 9006652 $2,776.44

CA STATE

CONTROLLER'S
OFFICE
FY2023 AUDIT CONFIRMATION LTR $150.00
CHECK NUMBER 10012850 $150.00
STORM HILARY GARBAGE LINERS FOR DEBRIS $147.28
EFT NUMBER 5811 $1,666.72
SUPPLIES-CITY HALL - TOILETRIES $264.85

STORM HILARY GARBAGE LINERS FOR DEBRIS
100 QTY
$274.35
SUPPLIES-HR $63.73
SUPPLIES-FINANCE $97.86
SUPPLIES-PD $51.41
SUPPLIES-ADMIN $75.98
SUPPLIES-BLDG $75.68
SUPPLIES-PD $130.49
SUPPLIES-FINANCE $6.85

4.C.a
Packet Pg. 39
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 09/01/2023 3396121-
202308-1
CHECK 09/14/2023
INVOICE 08/02/2023 00909119
EFT 09/14/2023
INVOICE 09/01/2023 FY24-04001
EFT 09/14/2023
INVOICE 08/31/2023 40965
EFT 09/14/2023
INVOICE 08/09/2023 045-432924
EFT 09/14/2023
INVOICE 04/29/2022 045-376769
EFT 09/28/2023
INVOICE 08/23/2023 72020535915
EFT 09/14/2023
INVOICE 09/01/2023 3083167
EFT 09/14/2023
INVOICE 09/14/2023 BW6403639
INVOICE 09/20/2023 BW6403787
INVOICE 09/20/2023 BW6403826
CHECK 09/28/2023
INVOICE 08/28/2023 118527
INVOICE 08/29/2023 118541
EFT 09/14/2023
INVOICE 08/24/2023 118501
INVOICE 08/24/2023 118487
INVOICE 08/25/2023 118494
INVOICE 09/06/2023 118589
INVOICE 09/07/2023 118602
INVOICE 09/08/2023 118642
EFT 09/28/2023
INVOICE 09/02/2023 9941680354
CHECK 09/14/2023
INVOICE 09/04/2023 9943647296
CHECK 09/14/2023
INVOICE 09/02/2023 9943430550
CHECK 09/28/2023
INVOICE 09/10/2023 9944160757
CHECK 09/28/2023
INVOICE 09/10/2023 9944160756
CHECK 09/28/2023
INVOICE 09/10/2023 9944160758
CHECK 09/28/2023
INVOICE 09/10/2023 9944080457
CHECK 09/28/2023
INVOICE 08/10/2023 9944080456
CHECK 09/28/2023
INVOICE 08/24/2023 869151506233
4 CHECK 09/14/2023
INVOICE 08/15/2023 81909121 WAXIE SANITARY
SUPPLY
CLEANING SUPPLIES - FD $1,387.78

VOYAGER FLEET

SYSTEMS INC
CNG & FUEL PURCHASE $2,895.53
CHECK NUMBER 10012843 $2,895.53
08/11-09/10 BROADBAND SVCS $661.16
CHECK NUMBER 10012907 $661.16
9/11-10/10 CODE BROADBAND SVC BOOSTER $40.01
CHECK NUMBER 10012906 $40.01
08/11/23-09/10/23 FM DATA CELL ACCESS

ADJUSTED
$26.66
CHECK NUMBER 10012905 $26.66
09/11/2023-10/10/2023 MDC AIRCARDS $1,295.22
CHECK NUMBER 10012904 $1,295.22
9/11-10/10/23 IT MOBILE PHONES (3 LINES) $124.44
CHECK NUMBER 10012903 $124.44
08/03/23-09/02/23 FD DATA CELL ACCESS $1,619.25
CHECK NUMBER 10012902 $1,619.25
EFT NUMBER 5816 $5,590.22
VERIZON WIRELESS 07/11 - 08/10 ECON DEVELOP BROADBAND SVC $821.26 CHECK NUMBER 10012841 $821.26
09/05/2023-10/04/2023 MDC AIRCARDS $2,218.58
CHECK NUMBER 10012842 $2,218.58
OIL AND FILTER CHANGE - C56-18 $361.16

STORM HILARY POST-STORM SERVICES ENG-
04 09.08.23
$183.00
STORM HILARY POST-STORM SERVICES C-26

08.25.23 $1,997.83
OIL/FILTER/BRAKE SVCS - C23-16 $1,215.15

VALLEY SMOG &

AUTO REPAIR
TIRE MOUNTBAL,OIL CHNG - C29-17 $182.58
TIRE MOUNT/BAL - D-13 $65.87
EFT NUMBER 5733 $248.45
STORM HILARY POST-STORM SERVICES M-23

08.25.23 $875.21
STORM HILARY POST-STORM SERVICE M-23

08.23.23 $957.87

VALLEY LOCK &
SAFE
VANDALISM REPAIR PARTS - SOCCER PK $110.11
RESTROOM LOCKS - AMPHITHEATRE $241.38
GATE MOTOR PANEL KEY - PD $9.62
CHECK NUMBER 10012901 $361.11
USAFACT, INC. PRE-EMPLOYMENT BACKGROUND 08/01-
09/01/2023
$57.71
EFT NUMBER 5732 $57.71
UL LLC FIRE AND EMERGENCY VEHICLE SERVICE - FD $4,002.50 EFT NUMBER 5730 $4,002.50
TYLER

TECHNOLOGIES,
INC.

TOUCHSCREEN PROXIMITY READER (3) AND

ANNUAL MAINT
$7,821.19
EFT NUMBER 5729 $7,821.19
MISC - ENERGOV FORMS (7) $21,700.00
EFT NUMBER 5814 $21,700.00

TURBO DATA
SYSTEMS, INC.

AUG 2023 PRKG CITATION PROCESSING $365.79
EFT NUMBER 5728 $365.79

TRUPPELLI,
GEORGE
OCT23 RETIREMENT $1,575.90
EFT NUMBER 5727 $1,575.90

TRI-TECH
FORENSICS, INC.

GSR EVIDENCE KITS (90) $543.82
EFT NUMBER 5726 $543.82

TRANSUNION RISK
& ALTERNATIV
AUGUST 2023 SOFTWARE SUBSCRIPTION $220.20
CHECK NUMBER 10012839 $220.20

4.C.a
Packet Pg. 40
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 08/28/2023 81935513
EFT 09/14/2023
INVOICE 09/08/2023 81961730
EFT 09/28/2023
INVOICE 08/31/2023 SLS565282
CHECK 09/28/2023
INVOICE 09/21/2023 20230921-

DEPOSIT ADJ
WIRE 09/21/2023
INVOICE 08/25/2023 W56823
EFT 09/14/2023
INVOICE 07/21/2023 W55758
INVOICE 09/11/2023 W57282
INVOICE 09/13/2023 W57350
EFT 09/28/2023
INVOICE 07/12/2023 20230712
EFT 09/14/2023
INVOICE 09/21/2023 010-55801
EFT 09/28/2023
INVOICE 09/01/2023 23080699
EFT 09/28/2023
INVOICE 08/25/2023 3801144
EFT 09/14/2023
INVOICE 08/31/2023 3804844
INVOICE 09/05/2023 3807028
INVOICE 09/06/2023 3807811
INVOICE 09/18/2023 3816733
INVOICE 09/18/2023 3816253
EFT 09/28/2023
INVOICE 09/01/2023 2611401
CHECK 09/28/2023
INVOICE 09/13/2023 28960
CHECK 09/28/2023
INVOICE 08/28/2023 23-2072
EFT 09/14/2023
INVOICE 08/30/2023 586934346
EFT 09/28/2023
INVOICE 08/31/2023 S1992220SB
INVOICE 08/31/2023 S1992127SB
INVOICE 08/31/2023 S1992173SB
INVOICE 08/31/2023 S1992159SB
CHECK 09/14/2023
INVOICE 08/20/2023 538
CHECK 09/14/2023
INVOICE 09/12/2023 544
INVOICE 09/18/2023 547
INVOICE 09/18/2023 546
CHECK 09/28/2023
INVOICE 09/01/2023 10752547
EFT 09/14/2023
CHECK NUMBER 10012861 $80,700.00

GARDA CL WEST,
INC.

JUL23 SERVICES $269.08
EFT NUMBER 5679 $269.08

DESERT ANTS
ENGINEERING, INC.

BOLLARD REMOVAL/REPLACEMENT $1,892.00
CHECK NUMBER 10012816 $1,892.00

PANORAMA PARK - BASKETBALL COURT

EXTENSION
$72,700.00

PANORAMA PARK - BASKETBAL COURT

FOUNDATION
$2,600.00

PANORAMA PARK ADA SIDEWALK
(BASKTBLL/VLLYBALL)
$5,400.00

DEPARTMENT OF

INDUSTRIAL

RELATIONS
ELEVATORS INSP - PD $675.00
ELEVATORS INSP - PRKG STRUCTURE $675.00
ELEVATORS INSP - PRKG STRUCTURE $675.00
ELEVATORS INSP - CIVCTR $675.00
CHECK NUMBER 10012815 $2,700.00

DE LAGE LANDEN

FINANCIAL SVC
9/15/23-10/14/23 CISCO LEASE/PURCH PMT
847344
$10,161.53
EFT NUMBER 5764 $10,161.53
DAWN OIL SHARPS & MEDICATIONS DISPOSAL $4,896.00
EFT NUMBER 5669 $4,896.00

CHAFFIN AIR

CONDITIONING
INSTALL 2 TON MINI SPLIT - ENGINEERING $4,500.00
CHECK NUMBER 10012853 $4,500.00
EFT NUMBER 5822 $4,218.43

THE REINALT-
THOMAS

CORPORATION
TIRE REPLACEMENT - FORD E-350 TRUCK - FD $286.26
CHECK NUMBER 10012845 $286.26
ECG RENTANGULAR ELECTRODES $401.29
LIFEBAND 3 PACK $496.99

ZOLL MEDICAL
CORP.

DEFIB, FRONT ENCLOSURE, PANELS - FD $3,315.44
EFT NUMBER 5740 $3,315.44
MICROSTREAM ORAL-NASAL CO2 FILTER LINE $429.56
PEDIATRIC ADHESIVE SENSORS, CO2 LINE $2,792.71
THERMAL PAPER 80MM ROLL $97.88

WITTMAN

ENTERPRISES LLC
AUG2023 BILLING SERVICE $8,184.00
EFT NUMBER 5821 $8,184.00

WILLDAN FINANCIAL

SERVICES
CFD 2000-1 ARBITRAGE SVC $1,250.00
EFT NUMBER 5820 $1,250.00
EFT NUMBER 5819 $1,735.00
WILKINSON, STEVEN 2023 HOT AIR BALLOON FEST PAYMENT #2-25% $31,696.87 EFT NUMBER 5739 $31,696.87
WESTERN PUMP CSA -30 DAY DESIGNATED UST OPERATOR
INSP 8/16/23
$225.00
EFT NUMBER 5738 $225.00
CSA -30 DAY DESIGNATED UST OPERATOR
INSP 7/19/23
$225.00
ANNUAL LEAK MONITOR CSA - FD $1,285.00
CSA -30 DAY DESIGNATED UST OPERATOR
INSP 9/13/23
$225.00

WELLS FARGO
BANK MAC:E2818-
176
DEPOSIT ADJUSTMENT 09/21/2023 WFB $444.40
WIRE NUMBER 9006648 $444.40
WELLDYNE RX 08/16-31 SHARP'S DISPOSAL PROGRAM $21.16
CHECK NUMBER 10012910 $21.16
SUPPLY CLEANING SUPPLIES - FD $646.28
EFT NUMBER 5736 $2,034.06
CLEANING SUPPLIES - FD $728.97
EFT NUMBER 5817 $728.97

4.C.a
Packet Pg. 41
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 09/12/2023 36850
CHECK 09/14/2023
INVOICE 09/12/2023 36851
CHECK 09/14/2023
INVOICE 09/26/2023 37110
CHECK 09/28/2023
INVOICE 09/12/2023 36852
CHECK 09/14/2023
INVOICE 09/26/2023 37111
CHECK 09/28/2023
INVOICE 09/13/2023 2023-08A
WIRE 09/13/2023
INVOICE 09/13/2023 2023-08CC
WIRE 09/13/2023
INVOICE 09/11/2023 2023-08BKCD
WIRE 09/11/2023
INVOICE 09/11/2023 2023-08
WIRE 09/11/2023
INVOICE 09/08/2023 S-INV102002
EFT 09/28/2023
INVOICE 09/01/2023 58712
EFT 09/28/2023
INVOICE 09/14/2023 20230914
WIRE 09/14/2023
INVOICE 07/27/2023 299
EFT 09/14/2023
INVOICE 09/06/2023 2167
EFT 09/28/2023
INVOICE 08/25/2023 082423
INVOICE 09/01/2023 083123
EFT 09/14/2023
INVOICE 08/11/2023 080723
INVOICE 09/08/2023 090823
INVOICE 09/08/2023 090723
INVOICE 09/15/2023 091523
INVOICE 09/15/2023 091623
EFT 09/28/2023
INVOICE 08/21/2023 0221538
EFT 09/14/2023
INVOICE 09/10/2023 080123A
WIRE 09/15/2023
INVOICE 09/10/2023 100123R
WIRE 09/20/2023
INVOICE 08/21/2023 1371
EFT 09/14/2023
INVOICE 08/15/2023 10203
CHECK 09/14/2023
INVOICE 09/15/2023 10256
CHECK 09/28/2023
INVOICE 09/15/2023 9507461540
EFT 09/28/2023
INVOICE 09/03/2023 14703235
EFT 09/14/2023

UNIVERSAL

PROTECTION

SERVICE, LP
CITYWIDE SECURITY SVC PATROL 08/23 $3,384.00
EFT NUMBER 5653 $3,384.00
TELEFLEX LLC PARAMEDIC SUPPLIES - FD $1,320.50
EFT NUMBER 5813 $1,320.50

GVP VENTURES,
INC.

FY23 DEV. SVCS DIRECTOR-EXECUTIVE

RECRUITMENT
$5,980.30
CHECK NUMBER 10012821 $5,980.30
FY23 DEV. SVCS DIRECTOR-EXECUTIVE

RECRUITMENT
$368.26
CHECK NUMBER 10012873 $368.26
WIRE NUMBER 9006647 $131,177.63

DECKARD

TECHNOLOGIES,
INC.

AUG.2023 STVR - COMPLIANCE SERVICES $2,041.67
EFT NUMBER 5670 $2,041.67

MIDAMERICA

ADMINISTRATIVE &

RETIREMENT

SOLUTIONS
CATHCIWEXG5 ADMIN FEES 2ND QTR 23 $4,602.00
EFT NUMBER 5700 $4,602.00
CATHCIHRA1G5 - ACTIVE CONTRIBUTION AUG $9,480.00
WIRE NUMBER 9006646 $9,480.00
CATHCIHRA1G5 - RETIREE CONTRIBUTION OCT $131,177.63
HOMELESS CAMP CLEAN-UP $3,975.00
EFT NUMBER 5805 $10,635.00
VARIOUS LOCATION - CLEANUP ASSIST PROG $1,193.00
VARIOUS LOCATION - CLEANUP ASSIST PROG $1,272.00

SAME DAY

EXPRESS LLC
HOMELESS CAMP CLEAN-UP $4,293.00
HOMELESS CAMP CLEAN-UP $3,816.00
EFT NUMBER 5718 $8,109.00
ART PUBLIC PLACES - PEACE PLAQUE $220.00
HOMELESS CAMP CLEAN-UP $3,975.00

PAX FITNESS
REPAIR
REPAIR FITNESS EQUIP - CIVCTR $968.33
EFT NUMBER 5796 $968.33
DESERT

RECREATION

DISTRICT
SWIM VOUCHERS (12) DONATION $750.00
EFT NUMBER 5673 $750.00

CA DEPT OF

HEALTH CARE

SERVICES
2023 PP-GEMT COLLECTION #2 $181,202.09
WIRE NUMBER 9006645 $181,202.09

UNIFORMS PLUS,
INC.

UNIFORMS - FD $734.32
EFT NUMBER 5815 $734.32

CLEANCOR

HOLDINGS LLC
AUG23 MAINT SERVICES CNG STATION $465.00
EFT NUMBER 5753 $465.00

WELLS FARGO
BANK N.A
BK CARDS PMT $24,923.19
WIRE NUMBER 9006633 $24,923.19
AUG23 CLIENT ANALYSIS $440.61
WIRE NUMBER 9006634 $440.61

WELLS FARGO

MERCHANT

SERVICES LLC
AUG PROCESSING FEE $81.00
WIRE NUMBER 9006643 $81.00
AUG PROCESSING FEE $4,605.46
WIRE NUMBER 9006644 $4,605.46

COLONIAL LIFE &

ACCIDENT

INSURANCE

COMPANY
PAYROLL RUN 1 - WARRANT 230912 $5,087.38
CHECK NUMBER 10012812 $5,087.38
PAYROLL RUN 1 - WARRANT 230926 $5,087.38
CHECK NUMBER 10012858 $5,087.38
BASIC CDA PAYROLL RUN 1 - WARRANT 230912 $3,331.65
CHECK NUMBER 10012798 $3,331.65
PAYROLL RUN 1 - WARRANT 230926 $3,331.65
CHECK NUMBER 10012846 $3,331.65

RIVERSIDE COUNTY

SHERIFF'S CIVIL
PAYROLL RUN 1 - WARRANT 230912 $96.47
CHECK NUMBER 10012831 $96.47

4.C.a
Packet Pg. 42
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 09/05/2023 37100
WIRE 09/06/2023
INVOICE 09/12/2023 36853
WIRE 09/13/2023
INVOICE 09/26/2023 37112
WIRE 09/27/2023
INVOICE 08/31/2023 IS671465
EFT 09/14/2023
INVOICE 08/03/2023 182043
CHECK 09/28/2023
INVOICE 08/22/2023 223599613-002
INVOICE 08/22/2023 223599613-001
INVOICE 08/23/2023 223646886-001
INVOICE 08/29/2023 223678103-001
INVOICE 09/05/2023 223651274-001
INVOICE 09/11/2023 224059614-001
EFT 09/14/2023
INVOICE 09/13/2023 0473567
CHECK 09/28/2023
INVOICE 08/24/2023 25
EFT 09/14/2023
INVOICE 09/15/2023 DIF0723-451
CHECK 09/28/2023
INVOICE 07/11/2023 172716
CREDIT
MEMO
07/20/2023 1111532
INVOICE 08/09/2023 1022930
INVOICE 08/09/2023 1022931
INVOICE 08/11/2023 9063213
INVOICE 08/16/2023 4063922
CREDIT
MEMO
08/16/2023 4104860
INVOICE 08/18/2023 2053606
INVOICE 08/18/2023 2053607
INVOICE 08/22/2023 8012970
INVOICE 08/24/2023 6025721
INVOICE 08/24/2023 6025722
INVOICE 08/25/2023 5065513
INVOICE 08/29/2023 1026761
INVOICE 08/30/2023 0060111
INVOICE 09/05/2023 4051046
INVOICE 09/06/2023 3014581
INVOICE 09/06/2023 3014580
EFT 09/14/2023
INVOICE 07/11/2023 52676
INVOICE 08/02/2023 8051117
CREDIT
MEMO
08/25/2023 5131011
INVOICE 09/01/2023 8060463
INVOICE 09/01/2023 8020486
INVOICE 09/01/2023 8020487
INVOICE 09/06/2023 3051225
Payroll Run 1 - Warrant 230926 $347,496.40
WIRE NUMBER 9006653 $347,496.40
FACILITIES TOOLS - CIVCTR $28.89
SUPPLIES - PARKS - PW $86.13
SUPPLIES - LANDSCAPING PW $130.99
GATE SPRING - PD ($32.66)
50 PC DRILL BIT KIT - CIVCTR $18.54
LUMBER AND SCREWS - FS 412 $115.71
FACILITIES TOOLS - CIVCTR $72.75
CLEANING SUPPLIES - CIVCTR $67.21
EFT NUMBER 5684 $945.29
BACKFLOW PLUGS - FOUNTAIN $13.01
WINDOW CLEANING SUPPLIES - LIBRARY $165.88
CLEANING SUPPLIES - CIVCTR $66.25
GATE LOCKS - AMPHITHEATER $40.18
SECURITY CODE PARTS - CIVCTR $34.81
MEASURING WHEEL - CIVCTR $70.98
STORM HILARY - SUPPLIES PW 8.22 $148.52
SECURITY CODE PARTS - CIVCTR $34.81
MAINT - LLD 16 CENTURY PARK $53.07
ROOF PATCH COATING - LIBRARY $156.24
SUPPLIES - ENGINEERING DEPT $51.11
SUPPLIES - ENGINEERING DEPT ($20.12)

HOME DEPOT

CREDIT SERVICES
SUPPLIES - PANORAMA PARK LLD17 $19.03
RTN SUPPLIES - PW ($21.83)
ELECTRICAL BOX PARTS - CIVCTR $18.90
FACILITIES TOOLS - CIVCTR $40.36
SECURITY HANGING BOLTS - CIVCTR $6.88

CLEARSOURCE

FINANCIAL

CONSULTING
DEVLP IMPACT FEE AB 1600 FEE JUSTFCTN
BILL #8
$3,991.25
CHECK NUMBER 10012857 $3,991.25

ADVANTEC

CONSULTING

ENGINEERS INC
HSIP CYCLE 9A 7.23 $4,539.39
EFT NUMBER 5651 $4,539.39

LEATHAM FAMILY,
LLC.

CATHEDRAL CITY POLICE DEPT COIN (200) $2,871.00
CHECK NUMBER 10012898 $2,871.00
STORM HILARY - HOSE 3X50 (QTY 3) $189.23
EFT NUMBER 5731 $5,820.68

UNITED RENTALS
(NORTHAMERICA),
INC.

STORM HILARY - LOADER LANDSCAPER $509.87
STORM HILARY - LOADER/BUCKET/TRAILER $1,047.79
STORM HILARY - BACKHOE/LOADER, BUCKET $642.27
STORM HILARY - LOADER LANDSCAPER $1,083.41

STORM HILARY - DAMAGE REPAIR

LOADER/LANDSCAPER
$2,348.11
AFECO INC SUPPLIES - PPE TURNOUT GEAR CLEANER $655.15
CHECK NUMBER 10012844 $655.15

ALTA LANGUAGE
SERVICES, INC.
08/02/2023 BILINGUAL TEST $66.00
EFT NUMBER 5655 $66.00

UNITED STATES

TREASURY
PAYROLL RUN 2 - WARRANT 230905 $3,735.00
WIRE NUMBER 9006628 $3,735.00
PAYROLL RUN 1 - WARRANT 230912 $165,741.57
WIRE NUMBER 9006639 $165,741.57

4.C.a
Packet Pg. 43
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 09/07/2023 2131660
INVOICE 09/08/2023 1022042
INVOICE 09/08/2023 1051593
INVOICE 09/12/2023 7015334
INVOICE 09/12/2023 7044319
INVOICE 09/14/2023 5052541
EFT 09/28/2023
INVOICE 08/28/2023 24074
EFT 09/14/2023
INVOICE 08/25/2023 50083794
INVOICE 08/25/2023 50081712
INVOICE 08/25/2023 50083608
INVOICE 08/29/2023 50083220
EFT 09/14/2023
INVOICE 09/05/2023 51064355
INVOICE 09/07/2023 51062909
EFT 09/28/2023
INVOICE 08/28/2023 866827
EFT 09/28/2023
INVOICE 08/18/2023 INV-10472
INVOICE 08/18/2023 INV-10471
EFT 09/28/2023
INVOICE 08/07/2023 13-2209700
INVOICE 09/05/2023 090523
EFT 09/14/2023
INVOICE 08/31/2023 37419571
INVOICE 09/07/2023 38146512
EFT 09/28/2023
INVOICE 08/29/2023 1057
INVOICE 08/29/2023 1058
EFT 09/14/2023
INVOICE 09/13/2023 1075
EFT 09/28/2023
INVOICE 08/31/2023 2023-CC-08
EFT 09/14/2023
INVOICE 08/15/2023 165681
EFT 09/14/2023
INVOICE 09/19/2023 20661
CHECK 09/28/2023
INVOICE 07/21/2023 INV184595
EFT 09/14/2023
INVOICE 09/18/2023 INV192664
EFT 09/28/2023
INVOICE 08/30/2023 378487083023
CHECK 09/14/2023
INVOICE 08/24/2023 336787082423
CHECK 09/14/2023
INVOICE 08/26/2023 335557082623
CHECK 09/14/2023
INVOICE 08/24/2023 578698082423
CHECK 09/14/2023 CHECK NUMBER 10012804 $319.98
CHECK NUMBER 10012803 $652.04
INTERNET ACCESS 08/24-09/23 $319.98

CHARTER

COMMUNICATIONS

HOLDINGS, LLC
CITY HALL INTERNET 08/30-09/29 $2,305.53
CHECK NUMBER 10012801 $2,305.53
CABLE SVC FS411 08/24-09/23 $267.62
CHECK NUMBER 10012802 $267.62
FIBER SVC FS411 08/26-09/25 $652.04

MERCURY
ENTERPRISES, INC.

AMBULANCE MEDICAL SUPPLIES - FD $526.42
EFT NUMBER 5698 $526.42
PARAMEDIC SUPPLIES - FD $182.99
EFT NUMBER 5790 $182.99

EBERHARD
EQUIPMENT NO. 2
EQUIP PARTS - JACOBSEN MOWER $1,117.65
CHECK NUMBER 10012866 $1,117.65

HR GREEN PACIFIC,
INC.

PLAN CHECK 7.23 $4,672.50
EFT NUMBER 5685 $4,672.50
DANIEL SALINERO TRANSLATION SERVICES - PW $30.60
EFT NUMBER 5725 $30.60
RODRIGUEZ, RAUL EQUIP REPAIR - JACOBSEN MOWER $632.00
EQUIP MAINT - JOHN DEERE 544H LOADER $3,290.00
EFT NUMBER 5715 $3,922.00
CARBURETOR SVC - C90-99 $475.00
EFT NUMBER 5803 $475.00

LINDE GAS &
EQUIPMENT, INC.

FINANCE CHARGE $7.85
OXYGEN SUPPLIES - PARAMEDIC $756.27
EFT NUMBER 5787 $764.12
VERDE DESIGN, INC. DREAM HOMES PARK 7.23 $33,745.00
FOUNTAIN DESIGN $4,100.00
EFT NUMBER 5734 $37,845.00
SOUNDSKILZ, INC. 50% DEPOSIT-TASTE OF JALISCO 02/01/2024 $39,375.00 50% DEPOSIT-LGBT DAYS 03/08/2024 $39,375.00
EFT NUMBER 5808 $78,750.00
EFT NUMBER 5818 $292.60

DANA SAFETY
SUPPLY
ACCOUTREMENTS D-20 $6,431.63
EFT NUMBER 5761 $6,431.63
AUG23 STA 413 PEST CONTROL $90.35
AUG23 STA 412 PEST CONTROL $202.25

RENTOKIL NORTH
AMERICA, INC.

AUG23 AMPHITHEATRE PEST CONTROL $186.85
AUG23 CIV CTR-RODENT CONTROL $94.90
AUG23 CIV CTR PEST CONTROL $297.50
AUG23 STA 411 PEST CONTROL $66.00
EFT NUMBER 5737 $645.25

PREFERRED AERIAL
& CRANE
TECHNOLOGY, INC.

ANNUAL INSPECTION OF UNIT 26 BOOM TRUCK $550.00
EFT NUMBER 5706 $550.00
CLEANING SUPPLIES - PD $167.81
EFT NUMBER 5776 $2,919.14
SUPPLIES - ENGINEERING DEPT $112.96
REFRIGERATOR WATER FILTER - FS 411 $163.81
RESTROOM EXHAUST FAN - FS 412 $186.14
SUPPLIES - EXHAUST FAN PARTS - FS 412 $10.80
WINDOW COVERINGS - FS 413 $1,857.27

4.C.a
Packet Pg. 44
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 08/30/2023 580611083023
CHECK 09/14/2023
INVOICE 08/22/2023 577542082223
CHECK 09/14/2023
INVOICE 09/01/2023 580603090123
CHECK 09/14/2023
INVOICE 08/28/2023 577559082823
CHECK 09/14/2023
INVOICE 08/26/2023 577567082623
CHECK 09/14/2023
INVOICE 08/27/2023 357627082723
CHECK 09/14/2023
INVOICE 08/31/2023 52702083123
CHECK 09/28/2023
INVOICE 09/01/2023 16897090123
CHECK 09/28/2023
INVOICE 09/07/2023 641868090723
CHECK 09/28/2023
INVOICE 08/31/2023 15473
EFT 09/28/2023
INVOICE 07/31/2023 15734
CHECK 09/14/2023
INVOICE 09/19/2023 3909
EFT 09/28/2023
INVOICE 08/23/2023 37
INVOICE 08/25/2023 39
INVOICE 08/25/2023 38
INVOICE 09/08/2023 40
INVOICE 09/15/2023 43
INVOICE 09/18/2023 36
EFT 09/28/2023
INVOICE 07/31/2023 073123.10
EFT 09/14/2023
INVOICE 08/31/2023 083123.11
EFT 09/28/2023
INVOICE 08/24/2023 6362
INVOICE 08/25/2023 6366
EFT 09/14/2023
INVOICE 09/01/2023 160470001090
123
EFT 09/28/2023
INVOICE 08/28/2023 1261013005
CHECK 09/14/2023
INVOICE 09/05/2023 2023-09
WIRE 09/05/2023
INVOICE 09/01/2023 108
CHECK 09/14/2023
INVOICE 08/24/2023 2110865
EFT 09/14/2023
INVOICE 08/30/2023 130 MICHELLE L. COLEY PRE-EMPLOYMENT POLYGRAPHS - ROJAS $250.00

PTS PROVIDERS,
INC.

SEPT.23 PUBLIC PAYPHONE $35.00
EFT NUMBER 5711 $35.00

APPLIED

FILTRATION LLC
AUGUST23 WATER TREATMENT $700.00
CHECK NUMBER 10012796 $700.00

GLOBAL PAYMENTS
DIRECT, INC.

SEP23 SVCS FEES $96.98
WIRE NUMBER 9006627 $96.98

NICHOLS

CONSULTING

ENGINEERS, CHTD
PAVEMENT MANAGEMENT 7.23 $3,055.00
CHECK NUMBER 10012827 $3,055.00

CHARTER

COMMUNICATIONS

HOLDINGS, LLC
PSEC FIBER SVC 09/01-09/30 $1,054.85
EFT NUMBER 5752 $1,054.85

INLAND FLEET

SOLUTIONS, INC
TRUCK REPAIR POWER STEERING LEAK $1,329.92

CHEVROLET SUBURBAN AC CONDENSER
REPAIR
$212.63
EFT NUMBER 5686 $1,542.55

MAAS COMPANIES,
INC.

FACILITIES MASTER PLAN - JULY 2023 $15,410.00
EFT NUMBER 5697 $15,410.00
FACILITIES MASTER PLAN - AUGUST 2023 $10,620.00
EFT NUMBER 5788 $10,620.00
09/18/2023 FLEET MAINT-CAR WASH (3) $48.00
EFT NUMBER 5782 $690.00

JOSE ARMANDO JR

RIVERA GONZALEZ
FLEET MAINT - CAR WASH (5) $80.00
FLEET MAINT-CAR WASH (2) $40.00
FLEET MAINT-CAR WASH (11) $176.00
FLEET MAINT-CAR WASH (12) $196.00
FLEET MAINT-CAR WASH (1) - SWAT RV $150.00

MEDIA CONTROL

SYSTEMS, LLC
CABLECAST SW SUBSC 10.24.23-10.23.24 $800.00
EFT NUMBER 5789 $800.00
CHECK NUMBER 10012856 $219.98

CLIENTFIRST

CONSULTING

GROUP, LLC
IT MASTER PLAN AUGUST 2023 SERVICES $6,573.75
EFT NUMBER 5754 $6,573.75
IT MASTER PLAN JULY 2023 SERVICES $16,260.00
CHECK NUMBER 10012811 $16,260.00
CHECK NUMBER 10012855 $151.16
INTERNET SVC 09/07-10/06 $219.98
CHECK NUMBER 10012854 $27.36
CABLE SVC PD 09/01-09/30 $151.16
CHECK NUMBER 10012810 $319.98
SPECTRUM RECEIVER DUAL 08/31-09/30 $27.36
CHECK NUMBER 10012809 $652.04
8/27-9/26-INTER-PANORAMA PK LLD17 $319.98
CHECK NUMBER 10012808 $652.04
FIBER SVC PW 08/26-09/25 $652.04
CHECK NUMBER 10012807 $267.62
FIBER SVC FS 413 08/28-09/27 $652.04
CHECK NUMBER 10012806 $652.04
INTERNET SVC FS413 09/01-09/30 $267.62
CHECK NUMBER 10012805 $267.63
FIBER SVC FS412 08/22-09/21 $652.04
CABLE SVC FS412 08/30-09/29 $267.63

4.C.a
Packet Pg. 45
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) INVOICE 09/04/2023 131
EFT 09/14/2023
INVOICE 09/15/2023 132
EFT 09/28/2023
INVOICE 08/01/2023 1FDK-3PRM-
47DT
INVOICE 08/04/2023 1NN4-VVLD-
9YNG
INVOICE 08/06/2023 1VT4-D4N1-
N6WD
INVOICE 08/08/2023 1MNL-JV9M-
3GN4
INVOICE 08/08/2023 1YYP-QFKK-
VPPF
INVOICE 08/09/2023 1YFP-49QN-
CV6P
INVOICE 08/10/2023 1P6X-VYVL-
FJWF
INVOICE 08/10/2023 1R79-NNFK-
F9PG
INVOICE 08/14/2023 114D-391P-
7MNG
EFT 09/14/2023
INVOICE 07/09/2023 1J3L-3MNQ-
Y7J9
INVOICE 08/15/2023 1DJC-RJTK-
9H1M
INVOICE 08/15/2023 1NVH-YGD3-
7TTL
INVOICE 08/16/2023 1C96-3XVG-
M9T4
INVOICE 08/17/2023 1KRV-6M96-
PW77
INVOICE 08/20/2023 1KNK-9JDX-
C79C
INVOICE 08/20/2023 1NR4-L9MY-
DGFN
INVOICE 08/25/2023 199K-LQ6H-
KRWT
INVOICE 08/25/2023 1QPV-VLNN-
NCYH
INVOICE 08/28/2023 1CHW-97XP-
CQGY
EFT 09/28/2023
INVOICE 08/20/2023 24AR1078636
EFT 09/14/2023
INVOICE 08/14/2023 00080904-00
CHECK 09/14/2023
INVOICE 09/01/2023 00081511-00
CHECK 09/28/2023
INVOICE 08/30/2023 1004
EFT 09/14/2023
INVOICE 07/31/2023 2
CHECK 09/14/2023
INVOICE 08/11/2023 87742
INVOICE 08/22/2023 87821
INVOICE 08/30/2023 87879
CHECK 09/14/2023
INVOICE 09/06/2023 87923
INVOICE 09/14/2023 87966
CHECK 09/28/2023
INVOICE 09/20/2023 20230920 GEORGE BOYD MEDICAL REIMBURSEMENT-OCT 2023

PREMIUM
$800.95
CHEMICALS - FOUNTAIN $161.82
CHECK NUMBER 10012865 $323.64
EARL M HALTMAN CHEMICALS - FOUNTAIN $161.82
CHEMICALS - FOUNTAIN $161.82
CHEMICALS - FOUNTAIN $161.82
CHECK NUMBER 10012817 $485.46
CHEMICALS - FOUNTAIN $161.82

JACOBSSON

ENGINEERING

CONSTRUCTION,
VIA DE ANZA PHASE II 7.23 $222,039.42
CHECK NUMBER 10012823 $222,039.42

JULIUS IBANEZ MD

A MEDICAL

CORPORATION
SEPT23 MEDICAL DIRECTOR SERVICES $1,250.00
EFT NUMBER 5688 $1,250.00

TOTAL CARE WORK

INJURY CLINIC
PRE-EMPLOYMENT PHYSICALS (JUL) $260.00
CHECK NUMBER 10012837 $260.00
PRE-EMPLOYMENT PHYSICALS (AUG) $400.00
CHECK NUMBER 10012900 $400.00

VISUAL EDGE IT,
INC.
8/20/23-9/19/23 CONTRACT $201.70
EFT NUMBER 5735 $201.70
SUPPLIES - PD-DETECTIVES $41.27
EFT NUMBER 5741 $3,519.50
SUPPLIES - ENG $44.58
SUPPLIES - PW $82.62
SUPPLIES - PD -TRAFFIC $13.02
SUPPLIES - PW $329.26
SUPPLIES - FD $2,053.18
SUPPLIES - COUNCIL CHAMBERS $658.08
SUPPLIES - FD $46.48
SUPPLIES - FD $33.57
EFT NUMBER 5656 $631.76
SUPPLIES - FD $217.44
SUPPLIES - ADMIN $8.32
SUPPLIES - FD $163.11
SUPPLIES - FD $13.42
SUPPLIES - FD $57.52

AMAZON CAPITAL
SERVICES, INC.

SUPPLIES - HR $36.76
SUPPLIES - HR $59.78
SUPPLIES - PW $34.13
SUPPLIES - FD $32.64
SUPPLIES - PW $226.08

PRE-EMPLOYMENT POLYGRAPHS-

CUNNINGHAM/RJAS
$400.00
EFT NUMBER 5708 $650.00

PRE-EMPLOYMENT POLYGRAPHS-

RUVALCABA/SARINANA
$500.00
EFT NUMBER 5799 $500.00

4.C.a
Packet Pg. 46
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) CHECK 09/28/2023
INVOICE 08/30/2023 155
EFT 09/28/2023
INVOICE 06/08/2023 858676-B
EFT 09/28/2023
INVOICE 08/04/2023 S123667951.0
01 CHECK 09/28/2023
INVOICE 09/01/2023 190
CHECK 09/14/2023
INVOICE 08/28/2023 1003
EFT 09/14/2023
INVOICE 08/15/2023 1257
CHECK 09/14/2023
INVOICE 08/31/2023 I230831857
CHECK 09/28/2023
INVOICE 08/31/2023 34017
CHECK 09/28/2023
INVOICE 09/14/2023 20230914
CHECK 09/14/2023
INVOICE 08/16/2023 PE0000001189
CHECK 09/14/2023
INVOICE 09/20/2023 PE0000001203
CHECK 09/28/2023
INVOICE 08/29/2023 4201
EFT 09/28/2023
INVOICE 08/29/2023 143579149-
0001
INVOICE 08/30/2023 143634350-
0001
INVOICE 09/14/2023 143607433-
0001
INVOICE 09/14/2023 143620630-
0001
EFT 09/28/2023
INVOICE 07/01/2023 1
CHECK 09/28/2023
INVOICE 07/31/2023 1
CHECK 09/28/2023
INVOICE 09/28/2023 20230928
CHECK 09/28/2023
INVOICE 08/08/2023 1
CHECK 09/28/2023
INVOICE 08/11/2023 1
CHECK 09/28/2023
INVOICE 08/24/2023 1
CHECK 09/28/2023
INVOICE 08/29/2023 1
CHECK 09/28/2023
INVOICE 09/20/2023 149606
CHECK 09/28/2023
INVOICE 09/21/2023 92123
CHECK 09/28/2023
INVOICE 08/30/2023 8551963PILLSBURY

WINTHROP SHAW

EMPLOYEE BENEFITS REVIEW-

PROFESSIONAL SVCS
$4,374.00
MANUEL SANCHEZ REFUNDING APPEAL FEE FOR A CITATION $100.00 CHECK NUMBER 10012880 $100.00

COULTER

VENTURES LLC
GYM EQUIPMENT - WEIGHT MACHINES $2,395.26
CHECK NUMBER 10012859 $2,395.26
VISTICA, MARTHA M. CC WATERSMART LANDSCAPES $1,000.00
CHECK NUMBER 10012908 $1,000.00

SCHROEDER, MARY
E.

CC WATERSMART LANDSCAPES $599.00
CHECK NUMBER 10012893 $599.00

DESZELL, ROBERT
W.

CC WATERSMART LANDSCAPES $599.00
CHECK NUMBER 10012864 $599.00

ROBERTS, GARY
LEE
CC WATERSMART LANDSCAPES $1,000.00
CHECK NUMBER 10012891 $1,000.00
FLORES, YAZMIN PARK DEPOSIT REFUND FLORES 2548-2023 $100.00 CHECK NUMBER 10012870 $100.00
LEAL, ROSALINDA CC WATERSMART LANDSCAPES $500.00
CHECK NUMBER 10012877 $500.00
RODRIGUEZ, VELKIS CC WATERSMART LANDSCAPES $500.00
CHECK NUMBER 10012892 $500.00

SUNBELT RENTALS,
INC.

STORM HILARY 2 LOADER LANDSCAPERS 8.22-

8.28.23 $4,250.81
STORM HILARY ARTIC LAODER SERIAL-1221

8.22-29.23
$7,819.38
STORM HILARY ARTIC LOADER SERIAL-9540

8.22-9.18.23
$17,062.37
STORM HILARY ARTIC LOADER SERIAL-0310

8.22-9.18.23
$17,062.37
EFT NUMBER 5812 $46,194.93

EL CERRITO
INVESTMENTS, INC.

FITNESS MACHINE PARTS & SERVICE $2,132.47
EFT NUMBER 5769 $2,132.47
RIVERSIDE COUNTY PSEC BILLING 07/01-07/31/23 $19,908.28 CHECK NUMBER 10012830 $19,908.28
PSEC BILLING 08/01-08/31/23 $19,805.66
CHECK NUMBER 10012890 $19,805.66
VALENCIA, CALIOPE PARK DEPOSIT REFUND VALENCIA 1548-2023 $100.00 CHECK NUMBER 10012840 $100.00

SUNTECH ENERGY
INC
CLEAN SOLAR PANELS - CIVCTR $1,713.60
CHECK NUMBER 10012896 $1,713.60

MARIO REYES
LEMUS

ART PUBLIC PLACES - REPAIR BALLOON
BASKET
$750.00
CHECK NUMBER 10012879 $750.00

ERIC RUFUGIO
GUZMAN
(6) TREATED RAILROAD TIES - ENGINEERING $210.00
CHECK NUMBER 10012818 $210.00
CLAUDIA DURAN AUGUST23 JANITORIAL SVCS $10,275.00
EFT NUMBER 5666 $10,275.00

PARK CONSULTING
GROUP, INC.

ENERGOV IMPLEMENTATION SERVICE - AUG $15,600.00
CHECK NUMBER 10012828 $15,600.00

WALTERS

WHOLESALE

ELECTRIC COMPANY
PURCHASE 2 BOLLARDS FOR FESTIVAL LAWN $371.53
CHECK NUMBER 10012909 $371.53

MIRACLE

RECREATION

EQUIPMENT
CENTURY PARK PLAY STRUCTURE INSTALL $75,037.28
EFT NUMBER 5791 $75,037.28

ANTONIO OZUNA

MARTINEZ
SERVICE DOORS - FS412 $2,866.00
EFT NUMBER 5743 $2,866.00
CHECK NUMBER 10012847 $800.95

4.C.a
Packet Pg. 47
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) EFT 09/28/2023
INVOICE 09/25/2023 20230925
EFT 09/28/2023
INVOICE 09/20/2023 20230920
EFT 09/28/2023
INVOICE 09/28/2023 20230927
CHECK 09/28/2023
INVOICE 09/26/2023 2621
CHECK 09/28/2023
100-300-330-332-8600-8601 PROFESSIONAL & TECHNICAL SVCS $1,250.00 100-300-330-331-8200-8217 UNIFORMS AND SAFETY GEAR $740.30 100-300-330-332-8400-8401 FLEET MAINTENANCE & OPERATIONS $8,969.23 100-300-330-331-8300-8301 MAINTENANCE AND OPERATIONS $1,024.65 100-000-000-000-3150-3164 USE TAX PAYABLE - CITY ($39.96) 100-300-330-334-8200-8216 SHOP SUPPLIES $20,424.92 100-000-000-000-3320-3360 PARK DEPOSITS $200.00 100-300-330-332-8200-8201 MATERIALS & SUPPLIES $8,168.98 100-300-330-332-8200-8217 UNIFORMS AND SAFETY GEAR $47,525.90 100-300-330-333-8300-8301 MAINTENANCE AND OPERATIONS $150.00 100-100-140-141-8200-8201 MATERIALS & SUPPLIES $275.07 100-900-910-911-6500-6510 FIRE PLAN CHECK $444.40 100-500-510-511-7400-7421 TFR IN 235 DEVELOPER FEES ($90,076.31) 100-100-140-141-8300-8301 MAINTENANCE AND OPERATIONS $598.58 100-900-910-911-8300-8327 CREDIT CARD FEES $4,783.44 100-500-510-511-8800-8802 INFRASTRUCTURE $90,076.31 100-900-910-911-6800-6802 INTEREST TO BE ALLOCATED $440.61 100-900-910-911-6500-6507 PARAMEDIC SERVICE FEES $181,202.09 100-900-910-911-8700-8701 CONFERENCE/MEETING/TRAINING $99.85 100-100-140-141-8700-8706 MEMBERSHIPS $40.00 100-100-140-141-8700-8701 CONFERENCE/MEETING/TRAINING $50.00 100-100-110-111-8700-8701 CONFERENCE/MEETING/TRAINING $9.34 100-400-480-481-8500-8503 INTERNET $26.66 100-100-140-141-8600-8601 PROFESSIONAL & TECHNICAL SVCS $9,050.43 100-400-480-481-8600-8601 PROFESSIONAL & TECHNICAL SVCS $30,130.00 100-300-330-331-8200-8201 MATERIALS & SUPPLIES $4,892.98 100-100-150-156-8200-8201 MATERIALS & SUPPLIES $5,213.95 100-400-480-481-8300-8301 MAINTENANCE AND OPERATIONS $45,310.19 100-500-510-511-8500-8501 ELECTRIC $8,209.28 100-000-000-000-3120-3130 SECTION 125 BENEFIT PLANS $16,838.06 100-400-410-411-8500-8501 ELECTRIC $4,533.83 100-400-410-411-8500-8505 STREET UTILITIES INTERIOR $12,577.90 100-400-480-481-8500-8509 GAS $794.85 100-400-480-481-8500-8501 ELECTRIC $33,498.75 100-400-410-411-8500-8504 WATER $2,861.37 100-400-480-481-8500-8504 WATER $4,692.05 FUND 100 GENERAL FUND
100-500-510-511-8500-8504 WATER $3,255.05 100-500-510-511-9400-9416 TFR OUT 261 LAND/LIGHT DIST $5,970.89 100-400-480-481-8200-8201 MATERIALS & SUPPLIES $4,122.99 100-500-510-511-8200-8201 MATERIALS & SUPPLIES $7,744.53 DEMAND MONTHLY TOTALS $4,336,217.03 $4,336,217.03

DISTRIBUTION SUMMARY

LIGHTHOUSE

HEALTH AND

WELLNESS, PBC
CC PD SUBSCRIPTION IRIS/COMM PRO 2023-24 $1,200.00
CHECK NUMBER 10012878 $1,200.00

PALM SPRINGS
POLICE

DEPARTMENT
PD SUPPORT SERVICES DINNER 10/21/2023 $650.00
CHECK NUMBER 10012883 $650.00

GARON WYATT

INVESTIGATIVE

SERVICES, LLC
PD-INVESTIGATION PROFESSIONAL SERVICES $5,850.79
EFT NUMBER 5773 $5,850.79

JR THOMAS GOLF
CARS, INC.

HOMECOMING PARADE GOLF CAR RENTALS $852.50
EFT NUMBER 5783 $852.50
PITTMAN LLP EFT NUMBER 5797 $4,374.00

4.C.a
Packet Pg. 48
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) 100-100-110-111-8300-8301 MAINTENANCE AND OPERATIONS $129.69 100-100-130-134-8300-8301 MAINTENANCE AND OPERATIONS $129.70 100-300-310-311-8300-8301 MAINTENANCE AND OPERATIONS $1,163.30 100-100-130-132-8300-8301 MAINTENANCE AND OPERATIONS $129.69 100-300-310-311-8200-8201 MATERIALS & SUPPLIES $4,641.00 100-100-150-155-8200-8201 MATERIALS & SUPPLIES $328.81 100-100-130-135-8500-8502 TELEPHONE $821.26 100-100-130-132-8200-8201 MATERIALS & SUPPLIES $160.27 100-300-310-313-8200-8201 MATERIALS & SUPPLIES $41.27 100-100-130-131-8200-8201 MATERIALS & SUPPLIES $84.30 100-100-130-135-8300-8326 EQUIPMENT LEASES $137.95 100-300-310-312-8200-8201 MATERIALS & SUPPLIES $1,282.22 100-100-150-155-8300-8326 EQUIPMENT LEASES $137.95 100-100-150-152-8300-8326 EQUIPMENT LEASES $137.95 100-300-310-311-8200-8219 POSTAGE SHIPPING AND FREIGHT $26.11 100-100-150-157-8300-8326 EQUIPMENT LEASES $137.95 100-100-110-111-8650-8658 COMMUNITY ASSISTANCE $835.00 100-100-140-141-8200-8219 POSTAGE SHIPPING AND FREIGHT $8.17 100-100-110-113-8650-8657 SPONSORSHIPS $13,000.00 100-100-130-135-8300-8301 MAINTENANCE AND OPERATIONS $1,038.88 100-300-310-314-8500-8503 INTERNET $1,206.01 100-300-310-312-8400-8401 FLEET MAINTENANCE & OPERATIONS $8,245.71 100-100-130-132-8600-8621 PRE-EMPLOYMENT SERVICES $1,412.71 100-400-410-411-8200-8201 MATERIALS & SUPPLIES $3,503.13 100-100-130-132-8600-8601 PROFESSIONAL & TECHNICAL SVCS $14,892.79 100-100-150-150-8600-8601 PROFESSIONAL & TECHNICAL SVCS $21,948.56 100-300-310-311-8600-8610 LEGAL FEES $25,899.75 100-100-130-132-8600-8610 LEGAL FEES $11,768.00 100-900-910-911-8200-8201 MATERIALS & SUPPLIES $34,283.18 100-100-130-142-8500-8506 TRASH/OTHER UTILITIES $27.36 100-900-910-911-8400-8401 FLEET MAINTENANCE & OPERATIONS $3,147.45 100-900-910-911-8300-8326 EQUIPMENT LEASES $52,015.61 100-100-140-142-8600-8601 PROFESSIONAL & TECHNICAL SVCS $16,260.00 100-900-910-911-8300-8301 MAINTENANCE AND OPERATIONS $305,048.47 100-100-130-142-8500-8502 TELEPHONE $4,760.40 100-100-130-142-8600-8601 PROFESSIONAL & TECHNICAL SVCS $6,573.75 100-100-130-142-8200-8222 NONCAPITAL EQUIP - OTHER $4,350.26 100-100-130-142-8700-8701 CONFERENCE/MEETING/TRAINING $1,500.00 100-100-130-142-8300-8301 MAINTENANCE AND OPERATIONS $17,940.00 100-100-130-142-8300-8326 EQUIPMENT LEASES $16,826.09 100-100-150-155-8200-8228 PRINTING $94.61 100-100-150-156-8600-8601 PROFESSIONAL & TECHNICAL SVCS $5,646.25 100-900-910-911-8500-8502 TELEPHONE $35.00 100-300-310-314-8300-8301 MAINTENANCE AND OPERATIONS $39,713.94 100-300-330-333-8600-8601 PROFESSIONAL & TECHNICAL SVCS $1,755.00 100-100-130-142-8500-8503 INTERNET $6,991.29 100-100-150-150-6500-6529 PLANNING PLAN REVIEW ($6,396.60) 100-100-150-150-8200-8209 SPECIAL REVENUE EXPENDITURES $6,396.60 100-300-330-331-8600-8601 PROFESSIONAL & TECHNICAL SVCS $1,666.00 100-100-150-150-3320-3331 COMMUNITY DEVELOPMENT DEPOSITS $6,396.60 100-300-330-331-8500-8503 INTERNET $1,619.25 100-300-330-334-8400-8401 FLEET MAINTENANCE & OPERATIONS $11,422.00 100-300-330-334-8300-8301 MAINTENANCE AND OPERATIONS $7.85 100-300-330-334-8600-8601 PROFESSIONAL & TECHNICAL SVCS $8,404.00

4.C.a
Packet Pg. 49
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) 100-300-310-311-8200-8222 NONCAPITAL EQUIP - OTHER $320.55 100-300-310-317-8600-8601 PROFESSIONAL & TECHNICAL SVCS $32,780.66 100-300-310-311-8500-8502 TELEPHONE $213.10 100-300-310-311-8200-8228 PRINTING $547.01 100-300-310-311-8200-8217 UNIFORMS AND SAFETY GEAR $877.86 100-300-310-314-8500-8502 TELEPHONE $2,251.34 100-900-910-911-6500-6505 POLICE REIMBURSEMENT $47.00 100-300-310-311-8700-8708 POST REIMBURSABLE TRAINING $215.00 100-100-150-156-9800-9801 TFR OUT 611 EQUIP REPLACEMENT $713.64 100-400-410-411-9800-9801 TFR OUT 611 EQUIP REPLACEMENT $713.64 100-300-310-311-8700-8701 CONFERENCE/MEETING/TRAINING $2,150.00 100-300-310-313-8300-8301 MAINTENANCE AND OPERATIONS $1,775.74 100-300-310-311-8500-8503 INTERNET $4,490.65 100-300-310-311-8600-8601 PROFESSIONAL & TECHNICAL SVCS $1,918.00 100-500-510-511-8600-8601 PROFESSIONAL & TECHNICAL SVCS $2,800.00 100-300-310-312-8600-8601 PROFESSIONAL & TECHNICAL SVCS $1,830.51 100-500-510-511-8300-8301 MAINTENANCE AND OPERATIONS $45,400.00 100-400-410-411-8200-8217 UNIFORMS AND SAFETY GEAR $119.84 100-300-330-332-8010-8011 REGULAR SALARIES $10,701.94 100-400-410-411-8300-8301 MAINTENANCE AND OPERATIONS $28,270.57 100-300-310-313-8200-8221 NONCAPITAL EQUIP - COMPUTERS $3,247.54 100-300-310-312-8010-8011 REGULAR SALARIES $8,690.86 100-100-150-157-8500-8503 INTERNET $391.57 100-100-150-157-8600-8601 PROFESSIONAL & TECHNICAL SVCS $2,041.67 100-000-000-000-3120-3146 ICMA ROTH 457 DEF COMP $460.00 100-100-150-157-8200-8228 PRINTING $611.17 100-000-000-000-3120-3138 ICMA 457 DEF COMP $72,933.27 100-000-000-000-3120-3144 ICMA 401(A) DEF COMP $87,366.84 100-000-000-000-3120-3132 GARNISHMENTS $7,374.66 100-000-000-000-3120-3150 PENTAGRA 457 DEF COMP $37,718.61 100-000-000-000-3120-3123 SOC SECURITY TAX PAYABLE $5,344.56 100-000-000-000-3120-3139 NATIONWIDE 457 DEF COMP $23,973.81 100-000-000-000-3120-3122 FEDERAL INCOME TAX PAYABLE $429,338.52 100-000-000-000-3120-3125 MEDICARE TAX PAYABLE $82,289.89 100-000-000-000-3120-3126 PERS CONTRIBUTION $625,464.49 100-000-000-000-3120-3124 STATE INCOME TAX PAYABLE $170,549.07 100-400-410-411-8600-8610 LEGAL FEES $527.00 100-100-130-135-8400-8401 FLEET MAINTENANCE & OPERATIONS $16.00 100-100-150-157-8600-8610 LEGAL FEES $5,810.04 100-300-330-331-8600-8610 LEGAL FEES $558.00 100-100-150-156-8600-8610 LEGAL FEES $59.00 100-100-140-141-8600-8610 LEGAL FEES $442.50 100-100-140-140-8200-8201 MATERIALS & SUPPLIES $94.61 100-100-130-135-8600-8610 LEGAL FEES $5,162.50 100-900-910-911-6600-6604 CODE COMPLIANCE CITATIONS $100.00 100-300-330-331-8500-8506 TRASH/OTHER UTILITIES $535.25 100-100-130-133-8200-8209 SPECIAL REVENUE EXPENDITURES $2,852.50 100-100-130-133-8600-8601 PROFESSIONAL & TECHNICAL SVCS $110,446.87 100-100-150-156-8300-8301 MAINTENANCE AND OPERATIONS $322.41 100-100-150-157-8300-8301 MAINTENANCE AND OPERATIONS $1,447.94 100-100-150-152-8300-8301 MAINTENANCE AND OPERATIONS $80.54 100-100-150-155-8300-8301 MAINTENANCE AND OPERATIONS $80.54 100-100-130-131-8300-8301 MAINTENANCE AND OPERATIONS $129.69 100-100-130-133-8300-8301 MAINTENANCE AND OPERATIONS $129.69

4.C.a
Packet Pg. 50
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) 246-900-910-911-8600-8620 ENVIRONMENTAL SERVICES $11,905.60 246-900-910-911-8300-8301 MAINTENANCE AND OPERATIONS $9,985.41 246-900-910-911-8700-8706 MEMBERSHIPS $400.00 FUND 246 SOLID WASTE/RECYCLING
246-000-000-000-3110-3116 BURRTEC PAYABLE $69,023.15 246-900-910-911-8800-8802 INFRASTRUCTURE $69,260.97 246-900-910-911-8200-8228 PRINTING $1,524.93 246-900-910-911-8200-8219 POSTAGE SHIPPING AND FREIGHT $142.00 243-400-460-461-8200-8217 UNIFORMS AND SAFETY GEAR $214.36 FUND 243 SUB-TOTAL $13,070.95
243-400-460-461-8400-8401 FLEET MAINTENANCE & OPERATIONS $1,960.00 243-400-460-461-8300-8301 MAINTENANCE AND OPERATIONS $2,744.57 FUND 243 MEASURE A TRANSPORTATION
243-400-460-461-8500-8504 WATER $742.86 243-400-460-461-8500-8505 STREET UTILITIES INTERIOR $5,819.07 243-400-460-461-8500-8501 ELECTRIC $21.77 243-400-460-461-8200-8201 MATERIALS & SUPPLIES $1,568.32 FUND 242 AIR QUALITY IMPROVEMENT
242-000-000-000-3320-3353 DEPOSITS FROM OTHERS $12,967.03 FUND 242 SUB-TOTAL $12,967.03
241-400-460-461-8200-8217 UNIFORMS AND SAFETY GEAR $214.32 FUND 241 SUB-TOTAL $7,251.80
$1,568.28
241-400-460-461-8400-8401 FLEET MAINTENANCE & OPERATIONS $1,960.00 241-400-460-461-8300-8301 MAINTENANCE AND OPERATIONS $2,744.56 MATERIALS & SUPPLIES $658.08
FUND 236 SUB-TOTAL $2,247.03
FUND 241 GAS TAX / HIGHWAY USERS TAX
241-400-460-461-8500-8504 WATER $742.87 241-400-460-461-8500-8501 ELECTRIC $21.77 241-400-460-461-8200-8201 MATERIALS & SUPPLIES
FUND 235 SUB-TOTAL $91,046.31
FUND 236 PUBLIC EDUC & GOVT ACCESS
236-900-910-911-8800-8802 INFRASTRUCTURE $252.45 236-900-910-911-8300-8301 MAINTENANCE AND OPERATIONS $800.00 236-900-910-911-8600-8601 PROFESSIONAL & TECHNICAL SVCS $536.50 236-900-910-911-8200-8201
FUND 235 DEVELOPER FEES
235-500-510-511-9300-9301 TFR OUT 100 GENERAL FUND $90,076.31 235-000-000-000-3310-3311 DEFERRED REVENUE - BILLABLE $91,046.31 235-000-000-000-6450-6451 DEVELOPMENT IMPACT FEES ($91,046.31) 235-500-510-511-8300-8301 MAINTENANCE AND OPERATIONS $970.00 FUND 233 TRAFFIC SAFETY
233-900-910-911-8200-8201 MATERIALS & SUPPLIES $1,612.00 233-900-910-911-8600-8601 PROFESSIONAL & TECHNICAL SVCS $4,580.79 FUND 233 SUB-TOTAL $6,192.79
100-000-000-000-3150-3163 USE TAX PAYABLE - COUNTY ($2.03) FUND 100 SUB-TOTAL $2,969,557.07
100-100-130-134-8600-8601 PROFESSIONAL & TECHNICAL SVCS $547.44 100-000-000-000-3150-3162 SALES TAX PAYABLE - STATE ($29.36) 100-100-150-152-8600-8601 PROFESSIONAL & TECHNICAL SVCS $12,978.75 100-100-150-156-8500-8503 INTERNET $80.02 100-100-150-156-8800-8802 INFRASTRUCTURE $631.40 100-300-330-331-8200-8219 POSTAGE SHIPPING AND FREIGHT $88.34 100-900-910-911-6400-6411 ANIMAL LICENSES ($6,360.00) 100-100-140-141-8200-8220 ADVERTISING $1,080.20

4.C.a
Packet Pg. 51
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) FUND 561 SUCCESSOR TO HOUSING FUNCTION
561-900-910-911-8600-8601 PROFESSIONAL & TECHNICAL SVCS $4,985.00 561-900-910-911-8600-8610 LEGAL FEES $1,476.75 FUND 561 SUB-TOTAL $6,461.75
FUND 491 PUBLIC FIN AUTH DEBT SVC
491-900-910-911-8600-8603 TRUSTEE FEES $1,750.00 FUND 491 SUB-TOTAL $1,750.00
FUND 454 ASSESSMENT DIST 04-02 DEBT SVC
454-900-910-911-8600-8603 TRUSTEE FEES $750.00 FUND 454 SUB-TOTAL $750.00
FUND 453 ASSESSMENT DIST 04-01 DEBT SVC
453-900-910-911-8600-8603 TRUSTEE FEES $750.00 FUND 453 SUB-TOTAL $750.00
FUND 452 ASSESSMENT DIST 03-01 DEBT SVC
452-900-910-911-8600-8603 TRUSTEE FEES $750.00 FUND 452 SUB-TOTAL $750.00
FUND 451 COMM FAC DIST 00-01 DEBT SVC
451-900-910-911-8600-8604 ADMIN CONSULTING SERVICES $1,250.00 FUND 451 SUB-TOTAL $1,250.00
FUND 449 ASSESSMENT DIST 01-01 DEBT SVC
449-900-910-911-8600-8603 TRUSTEE FEES $750.00 FUND 449 SUB-TOTAL $750.00
FUND 448 ASSESSMENT DIST 96-1 DEBT SVC
448-900-910-911-8600-8603 TRUSTEE FEES $750.00 FUND 448 SUB-TOTAL $750.00
FUND 261 SUB-TOTAL $13,735.34
FUND 331 CAPITAL PROJECTS
331-100-150-156-8600-8601 PROFESSIONAL & TECHNICAL SVCS $43,352.98 331-100-150-156-8800-8802 INFRASTRUCTURE $155,022.69 FUND 331 SUB-TOTAL $198,375.67
261-500-510-511-8500-8505 STREET UTILITIES INTERIOR $3,131.38 261-500-510-511-8500-8507 STREET UTILITIES ARTERIAL $2,136.18 FUND 261 LANDSCAPE & LIGHTING DISTRICTS
261-500-510-511-8500-8504 WATER $3,399.57 261-500-510-511-7300-7301 TFR IN 100 GENERAL FUND ($5,970.89) 261-500-510-511-8300-8301 MAINTENANCE AND OPERATIONS $10,454.04 261-500-510-511-8500-8501 ELECTRIC $585.06 FUND 255 POLICE NON-GRANT
255-300-310-311-8200-8209 SPECIAL REVENUE EXPENDITURES $112.37 FUND 255 SUB-TOTAL $112.37
FUND 251 COMM DEV BLOCK GRANT
251-100-150-156-8600-8601 PROFESSIONAL & TECHNICAL SVCS $6,030.00 251-100-150-156-8800-8802 INFRASTRUCTURE $72,750.72 251-900-910-911-8200-8201 MATERIALS & SUPPLIES $1,137.40 FUND 251 SUB-TOTAL $79,918.12
FUND 248 ROAD REHAB & MAINT ACT
248-100-150-156-8800-8802 INFRASTRUCTURE $572.50 FUND 248 SUB-TOTAL $572.50
FUND 247 POLICE GRANTS
247-300-310-311-8200-8209 SPECIAL REVENUE EXPENDITURES $8,393.61 FUND 247 SUB-TOTAL $8,393.61
246-900-910-911-8200-8209 SPECIAL REVENUE EXPENDITURES $4,917.16 FUND 246 SUB-TOTAL $171,357.22
246-900-910-911-8650-8658 COMMUNITY ASSISTANCE $4,198.00

4.C.a
Packet Pg. 52
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) TOTAL $4,336,217.03
FUND 999 SUSPENSE
999-000-000-000-3110-3110 P-CARD PAYABLE $24,923.19 FUND 999 SUB-TOTAL $24,923.19
FUND 612 SUB-TOTAL $573,931.10
FUND 613 TECHNOLOGY
613-000-000-000-2140-2146 CONSTRUCTION WORK IN PROCESS $29,521.19 FUND 613 SUB-TOTAL $29,521.19
612-100-122-122-8020-8040 VISION INSURANCE-RETIREE $2,047.77 612-100-122-122-8020-8041 MEDICAL INSURANCE-RETIREE $153,734.22 612-100-122-122-8020-8039 DENTAL INSURANCE-RETIREE $9,270.33 612-100-122-122-8020-8028 VISION INSURANCE-ACTIVE $3,025.18 612-100-122-122-8020-8030 LONG TERM DISABILITY INSURANCE $3,262.36 612-100-122-122-8020-8027 DENTAL INSURANCE-ACTIVE $15,929.58 612-100-122-122-8020-8029 LIFE INSURANCE $8,847.83 612-100-122-122-8020-8031 SHORT TERM DISABILITY INSURANC $11,258.17 FUND 612 INSURANCE
612-500-510-511-8800-8802 INFRASTRUCTURE $5,400.00 612-100-122-122-8020-8032 MEDICAL INSURANCE-ACTIVE $303,554.76 612-100-122-122-8300-8305 GENERAL CLAIMS & JUDGMENTS $1,575.90 612-100-122-122-8300-8304 LIABILITY INSURANCE $56,025.00 611-000-000-000-8800-8801 EQUIPMENT $32,949.07 FUND 611 SUB-TOTAL $119,831.99
FUND 611 EQUIPMENT REPLACEMENT
611-000-000-000-2120-2126 FUEL - CNG $867.03 611-000-000-000-2110-2123 FUEL - LIQUID $72,916.64 611-000-000-000-8800-8807 VEHICLES $14,526.53 611-900-910-911-7300-7301 TFR IN 100 GENERAL FUND ($1,427.28)

4.C.a
Packet Pg. 53
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) CREDIT CARD STATEMENTS ATTACHED:

EMPLOYEES

ANNE AMBROSE

KEVIN BIERSACK

MICHAEL CONTRERAS

GEORGE CRUM

CHRISTINA HARRISON

RYAN HUNT

JENNIFER NELLIS

JEREMY POWERS

DEANNA PRESSGROVE

ROBERT RODRIGUEZ

CRAIG SANBORN

EUGENIA TORRES

STEPHEN TUMIR

ROBERT WILLIAMS

ZERO BALANCE ON CREDIT CARD
NO STATEMENT ISSUED:

JOHN CORELLA

ANDREW FIRESTINE

TRACEY HERMOSILLO

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Packet Pg. 54
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 55
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) ... I
N
ANNE AMBROSE account ending
■ Transaction Details
Trans Post Reference Number Description
08/23 08/23 25247807001 FKZPPT 6008 EL POLLO LOCO CATHEDRAL CIT CA 08/29 08/29 85177487JWGRG7684 BARREL DISTRICT CATHEDRAL CIT CA 08/31 08/31 85177487LWGRG769Q BARREL DISTRICT CATHEDRAL CIT CA Wells Fargo News
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Credits
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Page 3 of 4 ends

Charges

42.34 54.57
488.09

4.C.a
Packet Pg. 56
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 57
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 59
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 61
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) ..

I
N
GEORGE CRUM account ending.
■
Transaction Details
Trans Post Reference Number Description Credits
08/19 08/19 5543286775YWTDEH3 PALM SP DESERT SUN 888-426-0491 IN 09/08 09/08 F8891007VOOCHGDDA AUTOMATIC PAYMENT· THANK YOU 14.99 Wells Fargo News
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Page 3 of 4 ends

Charges

14.99 4.C.a
Packet Pg. 62
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 63
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) .. I
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CHRISTINA HARRISON account ending
■ Transaction Details
Trans Post Reference Number Description
09/06 09/06 05410197T2LR7KH04 TARGET 00003079 CATHEDRAL CIT CA 09/08 09/08 F8891007V00CHGDDA AUTOMATIC PAYMENT - THANK YOU Wells Fargo News
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Credits
301.58
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Page 3 ends

Charges

5.43 4.C.a
Packet Pg. 64
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 65
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) ... I
....

RYAN HUNT account ending
■ Transaction Details
Trans Post Reference Number Description Credits
09/08 09/08 F8891007V00CHGODA AUTOMATIC PAYMENT-THANK YOU 606.40 09/11 09/11 55432867Y5VZ54VQV SQ *CANYON PRINT & SIG GOSQ.COM CA 09/13 09/13 5542950B0LSF2TX6P ADOBE *STOCK 4085366000 CA 09/14 09/14 123020281 OOANQJ9E STK*SHUTTERSTOCK 8666633954 NY Wells Fargo News
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Page 3 ends

Charges
346.91

49.99 29.00

4.C.a
Packet Pg. 66
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 67
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) JENNIFER NELLIS account ending

Page 3 of 4 ends

Transaction Details
Trans Post Reference Number Description Credits Charges 08/15 08/16 05587457300006A51 MC HOTEL NETWORK RBT EASYSAVINGS NY 20.00 08/21 08/21 85179397AWGN9VY52 EL RANCHITO TACO SHOP CATHEDRAL CTY CA 192.05 08/21 08/21 55421357AVALM2XYB RVSD SHERIFF BEN CLARK RIVERSIDE CA 163.77 08/21 08/21 55432867Q605WWDZG RESIDENCE INN ARCADIA CA 448.86 CHECK-IN 08/21/23 FOLIO #M23702
08/21 08/21 52704877A2M4KRHLW PIZZERIA BAMBINOS INC CATHEDRAL CIT CA 119.35 08/22 08/22 55436877B7LARZF1Z HOMEWOOD SUITES GARDEN GROVE CA 339.78 CHECK-IN 08/20/23 FOLIO #600147
08/23 08/23 85369437Q92Y8Q7DD TOWN AND COUNTRY - LOO SAN DIEGO CA 208.68 ... CHECK-IN 08/22/23 FOLIO #0000087627
08/23 08/23 85369437Q92Y8Q7H9 TOWN AND COUNTRY - LOO SAN DIEGO CA 208.68 CHECK-IN 08/22/23 FOLIO #0000087647
08/23 08/23 85369437Q92Y8Q7MN TOWN AND COUNTRY - LOD SAN DIEGO CA 208.68 CHECK-IN 08/22/23 FOLIO #0000087645
08/29 08/29 55436877J4P8PZPAL WYNDHAM SAN DIEGO CA 673.14 CHECK-IN 09/05/23 FOLIO #1704294
09/07 09/07 55429507SLRGWGJ7Y NATIONAL ACADEMIES OF 8013639127 UT 55.00 09/08 09/08 55436877W873SL7L2 WYNDHAM SAN DIEGO CA 145.19 CHECK-IN 09/05/23 FOLIO #1704294
09/08 09/08 F8891007V00CHGDDA AUTOMATIC PAYMENT - THANK YOU 7,641.97 Wells Fargo News
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4.C.a
Packet Pg. 68
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

4.C.a
Packet Pg. 69
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) .. I
N
JEREMY POWERS account endin�
■ Transaction Details
Trans Post Reference Number Description Credits
08/17 08/17 556399576N 1 Y7P EH B EXXON CIRCLE K 09424 PALM DESERT CA 08/23 08/23 55480777O2MAQRYM8 ELVIRAS TAQUERIA CATHEDRAL CIT CA 08/24 08/24 55506297DRDQ5MPWN CATHEDRAL CITY LIQUOR CATHEDRAL CIT CA 09/08 09/08 F8891007V00CH GDDA AUTOMATIC PAYMENT- THANK YOU 3,488.13 Wells Fargo News
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Page 3 of 4 ends

Charges

50.00 158.54

10.50 4.C.a
Packet Pg. 70
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

4.C.a
Packet Pg. 71
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) ..

DEANNA PRESSGROVE account ending
■
Transaction Details
Trans Post Reference Number Description Credits
08/21 08/21 85409247 AWGNQ2VM8 PROMO DIRECT HENDERSON NV 08/21 08/21 22303797A01 BNK59K 7-ELEVEN 34489 CATHEDRAL CIT CA 08/21 08/21 02305377 A2X91 W1 SH DEL TACO 234 CATHEDRAL CIT CA 08/22 08/22 85179397BWGN9VY51 EL RANCHITO TACO SHOP CATHEDRAL CTY CA 08/22 08/22 05436847BEHTZV4FR CARDENAS MARKETS CATHEDRAL CIT CA 08/22 08/22 72705857AS66DF223 BOYS HAMBURGERS CATHEDRAL CTY CA 08/23 08/23 85179397QWGN9VY50 EL RANCHITO TACO SHOP CATHEDRAL CTY CA 09/02 09/02 55429507MR5YK8YTV STORQUEST-CATHEDR 800-784-9176 CA 09/08 09/08 F8891007V00CHGDDA AUTOMATIC PAYMENT· THANK YOU 3,604.80 09/13 09/13 5543286805WHH9AZX 4IMPRINT, INC 4IMPRINT.COM WI Wells Fargo News
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Page 3 of 4 ends

Charges
1,377.30

49.32 43.23
190.04
158.58
261.26
162.47
644.00
1,054.24

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Packet Pg. 72
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) ..

I
N
■
Prepared For
Account Number ---
Statement Closing Date
Days in Billing Cycle
Next Statement Date
Credit Line ------�
Available Credit
Payment Information
New Balance

CITY OF CATHEDRAL CITY

ROBERT RODRIGUEZ
09/14/23
30 10/15/23
$5,000
$4,856
Current_Payment Due (Minimum Palment
Current Payment Due Date
__ $143.17
$25.00
10/09/23 ---- -----
Account Summary
Pre_vio_u_s _B_alance $1,000.00
Credits $0.00 --�
Pa ments $1,000.00
Purchases & Other Charges� ___ + _ ____ _._$143.17
Cash Advances ___ + _______ $�0.0_Q_
Rate Information
+ $0.00
= $143.17
Your rate may vary according to the terms of your agreement

TYPE OF BALANCE

PURCHASES -- --

CASH ADVANCES
TOTAL
Important Information

ANNUAL I DAILY

INTEREST FINANCE
�

ATE I CHARGE RATE
490% .03421%
I 240% .08010%
WELLS FARGO® BUSINESS CARD
For Customer Service Call:
800-225-5935
Inquiries or Questions:

Wells Fargo SBL PO Box 29482
Phoenix, AZ 85038-8650
Payments:
-

Page 1 of 4 ends

Payment Remittance Center PO Box 77033
Minneapolis, MN 55480-7733
Thank you for using our Automatic Payment
service. See the Important Information section
below for your next scheduled payment.

If you wish to pay off your balance in full: The
balance noted on your statement is not the
payoff amount. Please call 800-225-5935 tor
payoff information.

AVERAGE PERIODIC I TRANSACTION
I
TOTAL

DAILY FINANCE FINANCE FINANCE

BALANCE CHARGES CHARGES CHARGES
--- - ----
$0.00 $0.001 $0.00 $0.00 -- -- --
$0.00 $0.00 $0.00 $0.00
$0.001 $0.001 $0.00
$0 - $143.17 WILL BE DEDUCTED FROM YOUR ACCOUNT AND
CREDITED AS YOUR AUTOMATIC PAYMENT ON 10/09/23. THE

AUTOMATIC PAYMENT AMOUNT WILL BE REDUCED BY ALL PAYMENTS POSTED ON OR BEFORE THIS DATE.
5596 OOl_Z_ VTG 7 _ 9 Z30_914 0
See reverse side for important information.

PAGE 1 of 4 l O 8891 0300 Bll1'.C ntDD!;!.Ot;

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Packet Pg. 73
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 74
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 75
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) ... I
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CRAIG SANBORN account endin�
■ Transaction Details
Trans Post Reference Number Description Credits
08/21 08/21 02305377 AEHXE99WG STATERBROS127 CATHEDRAL CIT CA 08/22 08/22 15270217901BL522Z SUBWAY 48071 CATHEDRAL CIT CA 08/28 08/28 55429507GMMWQLKL7 JONES & BARTLETT LEARN 8008320034 MA 08/28 08128 85326817HS70QDLQJ LINEGEAR FIRE & RESCUE RANCHO SANTA CA 08/29 08/29 85363877HWGN9VZ13 VIENNA DONUT & ICE CRE CATHEDRAL CIT CA 08/29 08/29 55310207H60T2JMMM WINCHELLS DONUT HOUSE CATHEDRAL CIT CA 09/08 09/08 05410197W31 T8VE5E STAPLES 00113845 CATHEDRAL CIT CA 09/08 09/08 F8891007V00CHGDDA AUTOMATIC PAYMENT- THANK YOU 642.96 Wells Fargo News
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Page 3 of 4 ends

Charges

53.06 327.73

21.25 443.60

63.42 35.98
175.60

4.C.a
Packet Pg. 76
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 77
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) ■ Transaction Details
Trans Post Reference Number Description
08/16 08/16 5270487752M4TFLX2 PIZZERIA BAMBINOS INC CATHEDRAL CIT CA 08/18 08/18 5543286765Y JWDP04 IN ·cv BBQ, INC. 760-6683370 CA 08/24 08/24 72716187D0JSFB1N8 SIGNATURE PARTY RENTAL SANTA ANA CA 08/28 08/28 82305097H0002GP62 GRAMMARLY CO*OUVSSU0 SAN FRANCISCO CA 09/05 09/05 55432867S5SS6V2VP COURTYARD ANAHEIM BUENA PARK CA CHECK-IN 09/05/23 FOLIO #M25178
09/08 09/08 82305097VOO0DVSRR CANVA• 103902-40196587 CAMDEN DE 09/08 09/08 F8891007V00CHGDDA AUTOMATIC PAYMENT- THANK YOU 09/12 09/12 55432867Z5W7S7T7X SQ *MEES TER ZEBRA CATHEDRAL CIT CA Wells Fargo News
Take advantage of the features that come with Online Banking:

EUGENIA TORRES account ending ·,

Page 3 of 4 ends

Credits
581.03
Charges
230.00
1,259.00
209.75
144.00
162.75
119.99
163.12
Messages and alerts: Stay informed about your account with updates sent to your email or mobile phone.

Automatic Payments: Never miss a payment, avoid late charges, and protect your credit rating.

4.C.a
Packet Pg. 78
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 79
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) ... I
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STEPHEN TUMIR account ending
■ Transaction Details
Trans Post Reference Number Description
08/24 08/24 05410197D31T9SY0S STAPLES 00113845 CATHEDRAL CIT CA 09/08 09/08 F8891007V0OCHGDDA AUTOMATIC PAYMENT· THANK YOU 09/12 09/12 55432 867Z5W1QBAAQ AMZN MKTP US*TR69N9QCO AMZN.COM/BILL WA Wells Fargo News
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Credits
2,081.06
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Page 3 of 4 ends

Charges

44.21 265.34

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Packet Pg. 80
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

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Packet Pg. 81
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023) ... I
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ROBERT WILLIAMS account ending
■ Transaction Details
Trans Post Reference Number Description Credits
08/15 08/16 554295073RS2L596M NAEMT 6019247744 MS
08/16 08/16 554295074MMVDVMQH JONES & BARTLETT LEARN 8008320034 MA 08/18 08/18 5550036TT2ML YQ63L HABIT CATHEDRAL CITQ91 CATHEDRAL CA 08/19 08/19 5550036782M1T5Q75 JUAN POLLO 78 CATHEDRAL CIT CA 08/20 08/20 554295078LWFRJNMM JONES & BARTLETT LEARN 8008320034 MA 08/20 08/20 554295078LWFR81 QG JONES & BARTLETT LEARN 8008320034 MA 08/22 08/22 25247807B010N06Q4 6008 EL POLLO LOCO CATHEDRAL CIT CA 09/08 09/08 F8891007VOOCHGDDA AUTOMATIC PAYMENT- THANK YOU 1,034.21 Wells Fargo News
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Page 3 of 4 ends

Charges

45.00 45.95
122.21
162.96

25.00 25,00

10.65 4.C.a
Packet Pg. 82
Attachment: Demand Register Report September 2023 (3936 : Receive and File Payment of Claims and Demands for September 2023)

Cathedral City Page 1 of 3 Printed on 10/9/2023

Staff Report

City Council

Item No. 4.D

Meeting Date: October 11, 2023
From: John Corella, Director of Engineering/Public Works Title: Award Construction Contract to Chrisp Company for ATP Cycle 5 East Palm Canyon Bike Lanes Project

City Council

RECOMMENDATION:

Award a construction contract to Chrisp Company, in the amount of $237,840 for the Active Transportation Program (ATP) Cycle 5 - East Palm Canyon Drive Bike Lanes Project (C08504); and, approve a ten percent (10%) contingency in the amount of $23,784 for unforeseeable construction costs; thereby bringing the total construction budget for this Project to $261,624; authorize the City Manager to execute the contract documents; and, authorize the City Engineer to request bonds and insurance for the Project and issue the Notice to Proceed.

BACKGROUND:

The Active Transportation Program (ATP) was created to encourage increased use of active modes of transportation, such as biking and walking. The program’s goals include increasing the trips acc omplished by walking and biking and increasing the safety and mobility of non-motorized users. The ATP helps regional agencies to achieve greenhouse gas reduction goals, enhancing public health, ensuring that disadvantaged communities fully share the progr am benefits. This allows for a broad spectrum of projects to benefit many types of active transportation users.

Cathedral City’s ATP Cycle 5 Project includes three (3) segments connected to the downtown area that will improve accessibility to active tran sportation. The three segments and the improvements included in the ATP Cycle 5 Projects are listed below:

• Cathedral Canyon Drive Sidewalks and Multiuse Trail – Curb and gutter, sidewalk, multiuse trail and ADA curb ramps.
• Date Palm Drive Expansion South of Perez Road to East Palm Canyon Drive – Curb and gutter, sidewalk, ADA curb ramps, driveway approach es, metal hand railings, catch basin, bridge widening and standing wall. • East Palm Canyon Drive Bike Lanes – Signing and striping, legends, chevrons, and detector loops.

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In December 2019, the City of Cathedral City (City) and the Coachella Valley Association of Governments (CVAG) entered into a Cooperative Reimbursement Agreement, for the ATP Cycle 5 Projects. CVAG, who agreed to be the lead agency, entered into a contract with KOA Corporation for engineering design services, to prepare the plans, specifications, and estimates (PS&E) and to provide construction support for the above cited Projects.

In April 2023, the City submitted the formal Construction Allocation Request (which included the environmental, right-of-way, and the final PS&E documents ) for the Project funding to be placed on the California Transportation Commission ’s (CTC) Agenda for approval at its June CTC Board Meeting. In July 2023, t he City received the finance and allocation letters from the CTC stating the Construction Allocation Request was approved.

This agenda item is for the East Palm Canyon Drive Bike Lanes (Project) segment only .

This Project requires the removal of the exi sting East Palm Canyon Drive striping and reapplying new striping and signage incorporating the new minimum 6-foot-wide bicycle lanes from the western City limits to Cathedral Canyon Drive.

The Cathedral Canyon Drive Sidewalks and Multiuse Trail and the D ate Palm Drive Expansion South of Perez Road to East Palm Canyon Drive Segments are currently in their bid phase. The award for these segments will be brought back at a future City Council meeting.

DISCUSSION:

On Thursday August 10, 2023, the City advert ised an invitation to bid, requesting qualified contractors to perform the described scope of work found in Bid No. B24 -48E, which included the Plans and Specifications for this Project. This solicitation was made available to contractors for twenty -one (2 1) calendar days and advertised in the following locations:

• Desert Sun – Published on August 10, 2023
• PlanIt Print Works – From August 10, 2023, until August 31, 2023 • City’s Website - From August 10, 2023, until August 31, 2023

On August 31, 2023, the Ci ty received two (2) bid proposals for this Project. The following table lists each qualified bidder by total price:

RANK CONTRACTOR AMOUNT
1 Chrisp Company (Freemont, CA) $237,840
2 Cal Stripe Inc. (Colton, CA) $258,685

The Bid Tabulation prepared by the Engineering Division is attached to this report for reference.

Based on the bids received, the lowest responsive and responsible bidder is Chrisp

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Company (Chrisp) from Freemont, CA.

All work will be performed within the existing City right -of-way. Construction is scheduled to start in November 2023 and is estimated to be completed by January 2024.

Engineering Staff is recommending the City Council award a construction contract to Chrisp Company, in the amount of $237,840 to construct Active Transportation Program (ATP) Cycle 5 - East Palm Canyon Drive Bike Lanes Project; and, approve a ten percent (10%) contingency in the amount of $23,784 for unforeseen construction circumstances, thereby making the total construction estimate $261,624 for this Pr oject; and, authorize the City Manager to execute the contract documents; and, authorize the City Engineer to request bonds and insurance for the Project and issue the Notice to Proceed.

ENVIRONMENTAL ANALYSIS:

This Project is categorically excluded und er the National Environmental Policy Act (NEPA) process for federally funded projects per 24CFR58.35 (a)(1), and Categorically Exempt under the California Environmental Quality Act (CEQA), Section 15301 for “Existing Facilities”.

FISCAL IMPACT:

This Project is listed in the FY 2023/2024 Capital Improvements Program (CIP) Budget.

The budget required for the construction of this Project will include the bid amount and a 10% contingency for a total amount of $261,624 as shown below.

Chrisp (Contractor with lowest bid) $ 237,840
10% Contingency $ 23,784
Construction Total $ 261,624

This Project, due to participation funds from credited design expenditures, will be reimbursed 100% by the ATP Cycle 5 Grant account Number 331 -100-150-156-8800- 8802.

FIVE-YEAR STRATEGIC PLAN:

Goal B: Community Investment

Objective: Cathedral City roads, gateways, public spaces, and other city infrastructure are well planned, designed, constructed, and maintained.

ATTACHMENTS:

Project Vicinity Map
Bid Tabulation - ATP 5 East Palm Canyon Bike Lane Project Contract

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PLANNING | ENGINEERING |CONSTRUCTION MANAGEMENTCathedral CityCVAG 2019 Regional ATP ProjectsE. Palm Canyon Dr. (Highway 111)Vicinity Map

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Attachment: Project Vicinity Map (3910 : Award Contract for ATP Cycle 5 East Palm Canyon Bike Lanes Project)

CITY OF CATHEDRAL CITY
ATP CYCLE 5 EAST PALM CANYON BIKE LANES
Bid Tabulation/ Analysis
CITY PROJECT No.: 8504
1 MOBILIZATION LS 1 23,500.00$ 23,500.00$ 25,795.00$ 25,795.00$ 2 TRAFFIC CONTROL LS 1 31,930.00$ 31,930.00$ 38,895.00$ 38,895.00$ 3 TRAFFIC STRIPES, PAVEMENT

MARKINGS, PAVEMENT

MARKERS, AND SIGNS
LS
1 182,410.00$ 182,410.00$ 193,995.00$ 193,995.00$ 237,840.00$ 258,685.00 $ TOTAL ALL BID ITEMS
CAL STRIPE INC.CHRISP COMPANY

UNIT COST TOTAL UNIT COSTUNIT TOTAL QTYITEM DESCRIPTION

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Attachment: Bid Tabulation - ATP 5 East Palm Canyon Bike Lane Project (3910 : Award Contract for ATP

Agreement 1300-1
SECTION 1300

AGREEMENT

THIS CONTRACT, by and between the CITY OF CATHEDRAL CITY, a municipal corporation, herein referred to as " City”, an CHRISP COMPANY, herein referred to as, "Contractor."

W I T N E S S E T H:

In consideration of their mutual covenants, the parties hereto agree as follows:

1. Contractor shall furnish all necessary labor, material, equipment, transportation and services for EAST PALM CANYON DRIVE (HIGHWAY 111) BIKE LANE PROJECT BID NO. B24-48E CITY PROJECT NO. C08504, (the “Work”), in the City of Cathedral City, California. The Work shall be done in strict conformity with this Contract, approved Change Orders, the Invitation to Bid dated August 10, 2023, Instruction to Bidders, permits issued by the City or other agencies, the General and Specific Project Requirements, Standard Specifications, Plans, Referenced Specifications, the General Conditions, Supplementary Conditions, the Contractor’s Bid dated August 31, 2023, and any addenda thereto (the “Contract Documents”), all of which shall be considered a part hereof as though fully set herein.

2. Contractor will comply with all Federal, State, County, and City of Cathedral City laws, regulations, and policies, which are, as amended from time to time, incorporate d herein by reference.

3. All work shall be done in a workman-like manner and to the satisfaction of the City Engineer.

4. Time is of the essence in the Contractor’s performance of the Work for this Contract. The contractor agrees to diligently pursue the performance and completion of the Work in every detail to the satisfaction of the City. The contractor shall commence work after the issuance of a written Notice to Proceed and agrees to have all work completed within Thirty (30) working days from the date of Notification to Proceed.

5. In consideration of said work, City agrees to pay Contractor such sums as shall be approved by the City Engineer at lump sums and/or unit prices stated in the Contractor's Bid. The total consideration to Contractor for all Work shall not exceed Two Hundred Thousand Thirty-Seven Eight Hundred Forty Dollars ( $237,840). All payments shall be subject to approval by the City Engineer and shall be in accordance with the terms, conditions, and procedures provided in the Contract Documents.

6. The Contractor shall not knowingly pay less than the general prevailing rate for per diem wages, as determined by the State of California Department of Industrial Relations and referred to in the Invitation to Bid, to any workman employed for the work to be performed under this contract; and the Contractor shall forfeit as a penalty to the City the sum of Twenty-Five Dollars ($25.00) for each calend ar day, or fraction thereof, for such workman paid by him or by any subcontractor under him in violation of this provision (Sections 1770-1777, Labor Code of California).

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Attachment: Contract (3910 : Award Contract for ATP Cycle 5 East Palm Canyon Bike Lanes Project)

Agreement 1300-2

7. Concurrently with the execution of this Contract, Contractor shall furnish bonds of a surety satisfactory to City, as provided in the Contract Documents , the cost of which shall be paid by Contractor.

8. Contractor agrees to indemnify, hold harmless, release and defend (even if the allegations are false, fraudulent or groundless), to the maximum extent permitted by law, the City, its City Council and each member thereof, and its officers, employees, commission members and representatives, from any and all liability, loss, suits, claims, damages, costs, judgments and expenses (including attorney's fees and costs of litigation) which in whole or in part are claimed to result from or to arise out of the usage or operation, including the malfunctioning of, or, any injury caused by, any product purchased herein; or any acts, errors or omissions (including, without limitation, professional negligence) of Contractor, its employees, representatives, subcontractors, or agents in connection with the performance of this Contract. This agreement to indemnify includes, but is not limited to, personal injury (including death at any time) and damage to property (including, but without limitation, contract or tort or patent, copyright, trade secret or trademark infringement) sustained by any person or persons (including, but not limited to, companies, or corporations, Contractor and its employees or agents, and members of the general public.

9. Except as otherwise required, Contractor shall concurrently with the execution of this Contract, furnish the City satisfactory evidence of insurance of the kinds and in the amounts provided in the Contract Documents. This insurance shall be kept in full force and effect by Contractor during this entire contract and all premiums thereon shall be promptly paid by it. Each policy shall further state that it cannot be canceled without 30 days unconditional written notice to the City and shall name the City as an additional insured. The Contractor shall furnish evidence of having in effect, and shall maintain Workers Compensation Insurance cover age of not less than the statutory amount or otherwise show a certificate of self -insurance, in accordance with the Workers Compensation laws of the State of California. Failure to maintain the required amounts and types of coverage throughout the duration of this Contract shall constitute a material breach of this Contract.

10. Contractor shall forfeit as a penalty to City $25.00 for each laborer, workman, or mechanic employed in the execution of this Contract by said Contractor, or any subcontractor under it, upon any of the work herein mentioned, for each calendar day during which such laborer, workman, or mechanic is required or permitted to work at other than a rate of pay provided by law for more than 8 hours in any one calendar day and 40 hours in any one calendar week, in violation of the provisions of Sections 1810- 1815 of the Labor Code of the State of California.

11. In accepting this Contract, Contractor certifies that in the conduct of its business it does not deny the right of any individual to seek, obtain and hold employment without discrimination because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex , gender, gender identity, gen der expression, age, sexual orientation, or military and veteran status as provided in the California Fair Employment Practice Act (Government Code Sections 12900, et seq.) Contractor agrees that a finding by the State Fair Employment Practices Commission that Contractor has engaged during the term of this Contract in any unlawful employment practice shall be deemed a breach of this Contract

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Agreement 1300-3
and Contractor shall pay to City $500.00 liquidated damages for each such breach committed under this contract.

12. Contractor also agrees that for contracts in excess of $30,000 that apprentices will be employed without discrimination in an approved program in a ratio established in the apprenticeship standards of the craft involved (Sections 1777.5 and 1777.6, Labor Code of California). Contractors who willfully fail to comply will be denied the right to bid on public projects for a period of six months in addition to other penalties provided by law.

13. Contractor shall maintain and keep books and records on a current basis, recording all transactions pertaining to this agreement in a form in accordance with generally acceptable accounting principles. Said books and records shall be made available to the County, the State of California, the Federal government, and to any authorized representative thereof for the purposes of audit at all reasonable times and places. All such books and records shall be retained for such periods of time as required by law, provided, however, notwithstanding any shorter periods of retention, all books, records, and supporting detail shall be retained for a period of at least four (4) years after the expiration of the term of this Agreement.

14. This Contract shall not be assignable by Contractor without the written consent of City.

15. Contractor shall notify the City Engineer (in writing) forthwith when the Contract is deemed completed.

16. In accepting this Contract, Contractor certifies that no member or officer of the firm or corporation is an officer or employee of the City except to the extent permitted by law.

17. Contractor certifies that it is the holder of any necessary California State Contractor's License and authorized to undertake the Work. The Contractor must, at the Contractor’s sole expense, obtain all necessary perm its and licenses required for the Work, give all necessary notices and pay all fees and taxes required by law, including without limitation, any business license tax imposed by City. The Contractor represents and declares to Agency that it has all licenses , permits ,qualifications, and approvals of whatever nature which are legally required to practice its professions.

18. The City, or its authorized auditors or representatives, shall have access to and the right to audit and reproduce any of the Contractor records to the extent the City deems necessary to insure it is receiving all money to which it is entitled under the contract and/or is paying only the amounts to which Contractor is properly entitled under the Contract or for other purposes relating to the Contract.

19. The Contractor shall maintain and preserve all such records for a period of at least three years after termination of the contract.

20. The Contractor shall maintain all such records in the City of Cathedral City. If not, the Contractor shall, upon request, promptly deliver the records to the City or reimburse the City for all reasonable and extra costs incurred in conducting the audit at a location other than at City offices including, but not limited to, such additional (out of the City) expenses for personnel, salaries, private auditors, travel, lodging, meals and overhead.

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Agreement 1300-4

21. In entering into this Contract or a contract with a subcontractor to supply goods, services, or materials pursuant to this Contract, Contractor and any or subcontractor are deemed to have offered and agreed to assign to City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C Sec. 15) or under the Cartwright Act (Chapter 2, commencing with Section 16700 of Part 2 of Division 7 of the California Business and Professions Code), arising from purchases of goods, services, or materials for the Contract. This assignment will be deemed made and will be come effective at the time City tenders f inal payment to Contractor, without further acknowledgement by the Parties.

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Attachment: Contract (3910 : Award Contract for ATP Cycle 5 East Palm Canyon Bike Lanes Project)

Agreement 1300-5
IN WITNESS WHEREOF, the parties have executed this Agreement as of the dates stated below.

"CITY"

CITY OF CATHEDRAL CITY,
a California municipal corporation

By:_____________________________ Dated: _____________________________ Charles J. McClendon, City Manager

ATTEST:

Dated: _____________________________
Tracey R. Hermosillo, CMC, City Clerk

APPROVED AS TO FORM:

Dated: _____________________________
Eric Vail, City Attorney

“CONTRACTOR”

Dated: By:_______________________________ Name: _______________________________
Title: _______________________________

Dated: By: ____________________________ Name: ________________________________
Title: ________________________________

[CONTRACTOR SIGNATURES MUST BE NOTARIZED. IF CONTRACT IS A

CORPORATION OR LIMITED LIABILITY COMPANY, TWO SIGNATURES MUST BE PROVIDED]

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Faithful Performance Bond 1310-1
SECTION 1310

FAITHFUL PERFORMANCE BOND

KNOW ALL MEN BY THESE PRESENTS:

THAT the City of Cathedral City, a municipal corporation, hereinafter designated the City, has, on , awarded to Chrisp Company, hereinafter designated as the Principal, a Contract for EAST PALM CANYON DRIVE (HIGHWAY 111) BIKE LANE PROJECT BID NO. B24-48E CITY PROJECT NO. C08504, and

WHEREAS, said Principal is required under the terms of said Contract to furnish a bond for the faithful performance of said Contract:

NOW, THEREFORE, we, the Principal, and
_____________________________________, as Surety, are held and firmly bound unto the City in the just and full amount of Two Hundred Thousand Thirty-Seven Eight Hundred Forty Dollars ($237,840) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal, his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well and truly keep and faithfully perform the covenants, conditions, and agreements in the said contract and any alterations made as therein provided, on his or their part to be kept and performed, at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless, the City, its officers and agents as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue.

It is acknowledged that the Contract provides for one- year guarantee period, during which time this bond remains in full force and effort.

And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract or to the work to be performed thereunder or t he specifications accompanying the same shall, in any way, affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract or to the work or to the specifications. Said Surety hereby waives the provisions of Sections 2819 and 2845 of the Civil Code of the State of California.

THE REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK

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Faithful Performance Bond 1310-2
IN WITNESS WHEREOF, the Principal and Surety have executed this instrument under their

seals this _________ day of _________________________________, 2023 , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.

_____________________________________
Principal
(Seal)

_____________________________________
Signature for Principal

_____________________________________
Title of Signatory

_____________________________________
Surety

(Seal)

_____________________________________
Signature for Surety

_____________________________________
Title of Signatory

_____________________________________
Address of Surety

_____________________________________
Phone # of Surety

_____________________________________
Contact Person For Surety

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Payment Bond 1320-1
SECTION 1320

PAYMENT BOND

KNOW ALL MEN BY THESE PRESENTS:

THAT the City of Cathedral City, a municipal corporation, hereinafter designated the City, has, on , awarded to , hereinafter designated as the Principal, a Contract for EAST PALM CANY ON DRIVE (HIGHWAY 111) BIKE LANE PROJECT BID NO. B24-48E CITY PROJECT NO. C08504, and

WHEREAS, said Principal is required to furnish a bond in connection and with said Contract, providing that if said Principal, or any of it or its subcontractors shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the Surety of this bond will pay the same to the extent hereinafter set forth:

NOW, THEREFORE, we, the Principal,
and____________________________________, as Surety, are held and firmly bound unto the City in the just and full amount of Two Hundred Thousand Thirty -Seven Eight Hundred Forty Dollars ($237,840), executors, administrators, and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal, it or its heirs, executors, administrators, successors, or assigns, shall fail to pay for any materials, provisions, or other suppli es used in, upon, for, or about the performance of the work contracted to be done, or for any work or labor thereon of any kind or for amount due under the Unemployment Insurance Act with respect to such work or labor, or for any amounts due, or to be withheld pursuant to Sections 18806 of the Revenue and Taxation Code of the State of California with respect to such work or labor, then said surety will pay the same in or to an amount not exceeding the amount hereinabove set forth, and also will pay in case suit is brought upon this bond, such reasonable attorney's fees to the City as shall be fixed by the court.

This bond shall insure to the benefit of any and all persons, companies, and corporations named in Section 3181 of the Civil Code of the State of C alifornia so as to give a right of action to them or their assigns in any suit brought upon this bond.

And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition of the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall, in any way, affect its obligations of this bond, and it does hereby waive notice of any change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications. Said Surety hereby waives the provisions of Sections 2819 and 2845 of the Civil Code of the State of California.

THE REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK

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Payment Bond 1320-2
IN WITNESS WHEREOF, the Principal and Surety have executed this instrument under their
seals this _________ day of _________________________________, 20 23, the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.

_____________________________________
Principal
(Seal)

_____________________________________
Signature for Principal

_____________________________________
Title of Signatory

_____________________________________
Surety

(Seal)

_____________________________________
Signature for Surety

_____________________________________
Title of Signatory

_____________________________________
Address of Surety

_____________________________________
Phone # of Surety

_____________________________________
Contact Person For Surety

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Workers' Compensation Insurance 1330-1
SECTION 1330

WORKERS' COMPENSATION INSURANCE CERTIFICATE

In accordance with California Labor Code Section 1861, prior to commencement of work on the Contract, the Contractor shall sign and file with the City the following certification:

"I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self -insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract."

______________________________________________
Signature

______________________________________________
Title

______________________________________________
Date

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Liability & Insurance Requirements 1340-1
SECTION 1340

LIABILITY AND INSURANCE REQUIREMENTS

1.0 INDEMNIFICATION

Contractor shall defend, indemnify and hold harmless the City, City Council and each member thereof, and every officer, employee and agent of City, from any claim, demand, damage, liability, loss, cost or expense (including, without limitation, attorney ’s fees and costs) arising from any intentional, reckless, negligent, or otherwise wrongful acts, errors or omissions of the Contractor, or any of the Contractor'’ employees, or any of its subcontractors arising out of work under this Contract.

The City does not, and shall not, waive any rights that it may have against Contractor, any of the Contractor’s employees, or any of its subcontractors under this Section because of the acceptance by the City, or the deposit with the City, of any insurance policy or certificate required pursuant to this Contract. The hold harmless, indemnification and duty to defend provisions of this Section shall apply regardless of whether or not said insurance policies are determined to be applicable to the claim, demand, damage, liability, loss, cost or expense described herein. The City will not be liable for any accident, loss, or damage to the work prior to its completion and acceptance.

2.0 INSURANCE REQUIREMENTS

2.1 General

After award of Contract, the Contractor shall promptly obtain, at its own expense, all the insurance required by Paragraph 1340- 2.0, INSURANCE REQUIREMENTS, and shall submit coverage verification for review and approval by the City upon execution of the Contract.

The Notice to Proceed with the Work under this Contract will not be issued, and the Contractor shall not commence work, until such insurance has been approved by the City. The Contractor shall not allow any subcontractors to commence work on its subcontract until all similar insurance required of the subcontractor has been obtained and verified by Contractor. Such insurance shall remain in full force and effect at all times during the prosecution of the Work and until the final completion and acceptance thereof.

The Notice to Proceed does not relieve the Contractor of the duty to obtain such insurance as required by Paragraph 1340-2.0 INSURANCE REQUIREMENTS.

2.2 Commercial General Liability Policy

The Contractor shall take out and maintain during the life of the Contract, a Commercial General Liability Policy, on an occurrence basis, with a minimum limit of not less than One Million Dollars ($1,000,000) combined single limit for bodily injury and property damage for any one occurrence and a Two M illion Dollar

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Liability & Insurance Requirements 1340-2
($2,000,000) annual project aggregate, for all of the following:

a. Premises Operations, including Explosion, Collapse and Underground (X, C, and U) Coverage.

b. Completed Operations/Products, including X, C, and U Coverage.

c. Independent Contractors.

d. Blanket Contractual.

e. Deductible shall not exceed One Thousand Dollars ($1,000).

2.3 Commercial Business Auto Policy

The Contractor shall take out and maintain during the life of this Contract a Commercial Business Auto Policy, on an occurrence basis, with a minimum amount of not less than One Million Dollars ($1,000,000) combined single limit for bodily injury and property damage, providing at least all of the following coverage:

a. Coverage shall be applicable to any a nd all leased, owned, hired, or non-owned vehicles used in pursuit of any of the activities associated with this Contract.

b. Any and all mobile equipment, including cranes, which is not covered under said Commercial Business Auto Policy shall have said coverage provided for under the Commercial General Liability Policy.

c. Deductible shall not exceed One Thousand Dollars ($1,000).

2.4 Workers' Compensation Insurance

The Contractor shall take out and maintain during the life of the Contract, Worker's Compensation and Employers' Liability insurance providing coverage for any and all employees of Contractor:

a. The required policy shall provide coverage for Workers' Compensation (Coverage A).

b. This policy shall provide coverage for One Million Dollars ($1,000,000) Employers' Liability (Coverage B).

2.5 Endorsements

All of the following endorsements are required to be made a part of the policies described in this Section hereof:

a. "The City, City employees and officers, the City Engineer, its consultants, elected officials, agents, and sub- consultants are hereby added as

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Liability & Insurance Requirements 1340-3
additional insured insofar as Work done under this Contract is concerned."

b. "This policy s hall be considered primary insurance as respects any other valid and collectible insurance, including self-insured retention, the City may possess, and any other insurance the City does possess shall be considered excess insurance only."

c. "This insurance shall act for each insured, and additional insured, as though a separate policy had been written for each. This, however, will not act to increase the limit of liability of the insuring company.

d. "Thirty (30) days prior written notice of cancellation shall be given to the City. Such notice shall be sent to:

Kevin Biersack, Financial Services Director
City of Cathedral City
68-700 Avenida Lalo Guerrero
Cathedral City, CA 92234

2.6 Change in Terms

The Contractor shall provide immediate written notice to the City of any change in terms and conditions and/or reduction in the coverage of any nature to the insurance policies. The notice shall be sent to the location identified in Paragraph 1340-2.6.d, Endorsements. The Contractor shall be obligated to pay any extra premium for maintaining the insurance requirements specified herein.

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Cathedral City Page 1 of 5 Printed on 10/9/2023

Staff Report

City Council

Item No. 6.A

Meeting Date: October 11, 2023
From: Stone James, Economic Development Director
Title: AB 1600 Fee Justification Nexus Study

City Council

RECOMMENDATION:

Adopt Resolution 2023-XX approving the AB 1600 Fee Justification Nexus Study City of Cathedral City Final-September 2023; and update the City's AB 1600 development impact fee schedule to reflect the adopted recommendations. Full implementation of the adopted fees will be effective January 1, 2024.

BACKGROUND:

During the 2020 Cathedral City (City) City Council goal -setting session, the Council directed staff to conduct a User Fee Study (USF), Cost Allocation Plan (CAP), and Development Impact Fee (DIF) study. These studies evaluate the City’s true cost of providing City services to new developments and voluntarily requested city services.

When the cost of providing City services is not fully recovered from new development, the unreimbursed City service costs must be covered from the General Fund. Using General Funds to cover the costs incurred by new development decreases funds available to serve existing residents.

Development Impact Fees are one -time fees charged for new development. DIF fees are intended to pay for backbone infrastructure and capital facilities required to serve the new developments and new residents. Municipalities are prohibited from using DIF fees to fund ongoing operations, maintenance, or to make up for existing service deficiencies. DIF fees must be accounted for, set aside, and saved until the municipality has the required funding to build the needed facilities. This study analyzed the following fees to provide: (i) Parks, (ii) Transportation, (iii) General Government Facilities, (iv) Fire Facilities, and (v) Police Facilities.

In Q3 2021, the City reviewed, analyzed, and implemented an updated USF and CAP.

With the updated USF and CAP as a foundation, City staff issued a DIF request for proposal (RFP). After receiving and reviewing multiple qualified responses, the City selected the Clearsource Financial/Harris and Associates team. Work on updating the Assembly Bill (AB) 1600 DIF schedule began in Q2 2022.

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In October 2022, Harris and Associates (Harris) provided a progress update to City Council and identified remaining steps.

During the June 28, 2023, Study Session, Council reviewed the first draft of the AB 1600 Fee Justification Nexus Study (Nexus Study). Harris provided a detailed overview of the Nexus Study, contrasting allowable new development impact fees with current fees and comparing proposed development impact fees with fees charged by surrounding jurisdictions.

Following the June 28, 2023, Study Session, Staff received two comment letters dated July 7, 2023, and August 8, 2023, from the Desert Valley Builder’s A ssociation (DVBA).

The Nexus Study was modified to address DVBA’s concerns. In addition to the DVBA, the Nexus Study was sent to the Building Industry Association, Southern California Edison, and Southern California Gas. To date, only the DVBA has provided comments.

During the August 9, 2023, Study Session, City Council directed staff to , after analyzing and addressing stakeholder concerns, prepare the Nexus Study for Council adoption.

The Council also directed staff to implement 100% of the recommended fe es on all qualified new development beginning January 1, 2024.

Following the August 9, 2023, Study Session, staff received a third DVBA comment letter dated August 15, 2023. Staff and Harris worked with DVBA to understand and address DVBA’s concerns. Staff and Harris re analyzed the costs associated with fee administration, vehicle replacement, and traffic and updated the Nexus Study accordingly. After a September 13, 2023, meeting between DVBA, Harris, City staff, and the City’s attorney’s office, Harris provided a response letter to the DVBA on September 21, 2023.

On September 27, 2023, during the public hearing portion of the Council meeting, Harris and staff presented the final AB 1600 Fee Justification Nexus Study City of Cathedral City Final – September 2023 report (attached). On September 27 th, DVBA submitted a fourth comment letter. In this September 27 th comment letter , DVBA “…remains concerned that the Administrative Fee is excessive, the Parkland Improvement Fee is only supportable at 1.41 acres p er one thousand population, and the City may not currently have the authority to collect Parkland Fees pursuant to the Quimby Act”. Staff, Harris, and the City’s attorney office have reviewed the September 27th DVBA letter and do not agree with DVBA’s position.

While the City has met previous public hearing meeting notice requirements, the City reposted notice of a public hearing to discuss the adoption of a revised AB 1600 Development Impact Fee schedule. These additional public notices were published in the Desert Sun newspaper on September 30, 2023, and October 6, 2023.

DISCUSSION:

The current AB 1600 Development Impact Fee schedule was adopted in January 2006.

Construction costs have significantly increased since 2006. Given increased costs over the last seventeen years, there is a material shortfall between current development

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impact fees and the actual cost to build the municipal facilities required to serve future residents.

As evidenced in the marked increase between the 2006 -enacted AB 1600 fee s and 2023 Nexus Study proposed AB 1600 fees, the City has been undercharging developers for the actual costs necessary to cover future capital improvements. By not collecting sufficient impact fees now, future years’ General Fund monies will be required to make up the shortfall between actual costs to construct required public facilities and collected DIF fees.

Using 2022 permit activity, the following table examines the impact fees collected under the current 2006 AB 1600 schedule and what would have be en collected had the 2023 Nexus Study been implemented.

LOST REVENUE ANALYSIS
DEVELOPMENT TYPE:

Residential
Number of
Permits Issued
in 2022 by
Product Type
TOTAL

COLLECTED DIF

FEES USING
2006 FEE

SCHEDULE

TOTAL DIF FEES

WHICH WOULD

HAVE COLLECTED IF
USING 2023 NEXUS
STUDY

RECOMMENDED
FEES

REVENUES CITY

SHOULD HAVE

COLLECTED BUT

WERE NOT
COLLECTED (2023
DIF fee less 2006
DIF fees)
Single Family

55 $118,250.00 $694,100.00 $575,850.00
Multi-family

2 $32,000.00 $137,440.00 $105,440.00

Non-Residential
Commercial/Retail

2 $1,628.80 $12,900.84 $11,272.04
Office/Non-Retail - - - - Industrial/Non-Retail - - - - Total DIF Fees $151,878.80 $844,440.84 $692,562.04 * The above table illustrates development impact fees assuming a 2,000 square foot single family detached home, an eight (8) unit multifamily project (8,000 total livable square feet), and a 2,000 square foot commercial/retail space. The Development Services Department listed 55, 2, and 2 as the actual permits issued in 2022.

The AB 1600 Nexus Study identifies the maximum justifiable development impact fee s.

City Council has directed staff to fully implement the Nexus Study recommended fees beginning January 1, 2024. Below is a table outlining the 2023 Nexus Study proposed fees.

SEPTEMBER 2023 NEXUS STUDY FINAL PROPOSED DEVELOPMENT IMPACT FEES

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Land Use Parks Transportation
General
Government
Facilities Fire Police
Total per
Residential
Square Foot
or Per
Commercial
1,000 Sq.ft.

Residential
Single Family $3.37 $0.64 $1.25 $0.69 $0.48 $6.43 Multi-family $4.74 $0.61 $1.76 $0.97 $0.68 $8.76

Non-Residential (Fee
per 1,000 sq.ft. of
Inhabitable Space)
Commercial N/A $2,147.52 $590.43 325.64 $226.44 $3,290.03 Office N/A $1,804.49 $1,297.63 715.68 $497.69 $4,315.49 Industrial N/A $273.65 $129.76 $71.57 $49.77 $524.75

FISCAL IMPACT:

Using 2022 permit act ivity outlined above, implementing the updated Nexus Study development impact fees would have resulted in collecting an additional $ 692,562 per year. Note, DIF fees are not added to the General Fund , rather DIF funds must be separately accounted for, held in trust, and may only be used to construct the municipal facilities required to serve future residents.

FIVE-YEAR STRATEGIC PLAN:

The implementation of updated USF, CAP, and DIF studies support s the following strategic plan goals:

GOAL B: COMMUNITY INVESTMENT

Objective: Cathedral City roads, gateways, public spaces, and other city infrastructure are well planned, designed, constructed, and maintained.

GOAL C: FISCAL STABILITY AND SUSTAINABILITY

Objective: Cathedral City has economically prospered by facilitating the investment of private dollars in high -quality development which benefits the community. We remain financially solvent by instituting prudent fiscal policies and transparent financial practices.

Action C-9 Complete and adopt the Development Impact Fee Study

ATTACHMENTS:
2023.09.15 Final Cathedral City Nexus Study
General Plan - Parks

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2023-09-27 DVBA DIF Study Concerns September 27 2023 Cathedral City 2023-09-21 HARRIS RESPONSE to DVBA Impact Fee Concerns 9.21.23 Final (002) RESOLUTION - Cathedral CIty 2023 DIF Update 2023-10-11

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AB1600 Fee Justification Nexus Study
City of Cathedral City
Final - September 2023

Prepared For:

Prepared By:

101 Progress #250
Irvine, CA 92618
(949) 655-3900

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Table of Contents
Section 1 Executive Summary ............................................................................................... 1 Introduction .............................................................................................................. 1 Nexus Study ............................................................................................................. 2 Administrative Fee.................................................................................................... 5 Fee Adjustment Procedures ..................................................................................... 6 Timing of Fee Payment ............................................................................................ 6 Section 2 Legal Context and Methodology ........................................................................... 7 Nexus Requirement Summary ................................................................................. 7 AB602 ...................................................................................................................... 7 Methodology ............................................................................................................. 9 Section 3 Population and Land Use Assumptions ............................................................ 11 Land Use Types ..................................................................................................... 11 Growth Forecasts ................................................................................................... 11 Average Unit Sizes ................................................................................................. 13 Section 4 Park Facilities Fee ................................................................................................ 15 Background ............................................................................................................ 15 Parkland ................................................................................................................. 15 Service Population ................................................................................................. 16 Current Level of Service ......................................................................................... 16 Planned Level of Service........................................................................................ 17 Fee Methodology.................................................................................................... 19 Fee Summary ......................................................................................................... 20 Revenue Projections .............................................................................................. 20 Nexus Requirement Summary ............................................................................... 21 Section 5 Transportation Fee ............................................................................................... 23 Background ............................................................................................................ 23 Service Population ................................................................................................. 25 Cost Summary ....................................................................................................... 25 Fee Methodology.................................................................................................... 26 Fee Summary ......................................................................................................... 27 Reduced Traffic Fee ............................................................................................... 28 Revenue Projections .............................................................................................. 29 Nexus Requirement Summary ............................................................................... 29 Section 6 General Government Facilities Fee .................................................................... 31 Background ............................................................................................................ 31

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Current Level of Service ......................................................................................... 31 Planned Level of Service........................................................................................ 33 Fee Methodology.................................................................................................... 33 Fee Summary ......................................................................................................... 34 Revenue Projections .............................................................................................. 34 Nexus Requirement Summary ............................................................................... 35 Section 7 Fire Facilities Fee ................................................................................................. 38 Background ............................................................................................................ 38 Current Level of Service ......................................................................................... 38 Planned Level of Service........................................................................................ 40 Fee Methodology.................................................................................................... 40 Fee Summary ......................................................................................................... 40 Revenue Projections .............................................................................................. 41 Nexus Requirement Summary ............................................................................... 42 Section 8 Police Facilities Fee ............................................................................................. 45 Background ............................................................................................................ 45 Current Level of Service ......................................................................................... 45 Planned Level of Service........................................................................................ 47 Fee Methodology.................................................................................................... 47 Fee Summary ......................................................................................................... 48 Revenue Projections .............................................................................................. 48 Nexus Requirement Summary ............................................................................... 49 Section 9 Implementation and Administration ................................................................... 52 Implementation ....................................................................................................... 52 Fee Program Administrative Requirements ........................................................... 52 Fee Adjustment Procedures ................................................................................... 53 Timing of Fee Payment .......................................................................................... 53 Credits and Reimbursement Policies ..................................................................... 53 Administrative Fee.................................................................................................. 54 Programming Revenues with the CIP .................................................................... 54 Fee Reporting ........................................................................................................ 54 Accessory Dwelling Units ....................................................................................... 55 Specialized Development Projects ......................................................................... 55 Rebuild or Expansion Projects ............................................................................... 55

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AB1600 Fee Justification Nexus Study iii September 2023 City of Cathedral City
Appendix A Capital Improvement Program………………………………………………………..57 Appendix B Transportation Cost Details…………………………………………………………..59

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Tables
Table 1-1: City of Cathedral City List of Development Impact Fees ............................................. 4 Table 1-2: Summary of Proposed Development Impact Fees ...................................................... 5 Table 3-1: Existing Service Population ....................................................................................... 12 Table 3-2: Estimated Service Population at Buildout .................................................................. 12 Table 3-3: Persons per Household & Employment Density ........................................................ 13 Table 3-4: Residential Land Use Average Unit Size ................................................................... 14 Table 4-1: Park Facility Inventory List ......................................................................................... 16 Table 4-2: Future Park Facility Cost ........................................................................................... 19 Table 4-3: Park Facility Cost per Resident ................................................................................. 20 Table 4-4: Park Facilities Fee Cost Summary ............................................................................ 20 Table 4-5: Park Facilities Fee Estimated Revenue at Buildout ................................................... 21 Table 5-1: Transportation Facilities – Planned Facilities ............................................................ 24 Table 5-2: Future Additional Trips ............................................................................................... 25 Table 5-3: Existing Trips ............................................................................................................. 27 Table 5-4: Citywide Transportation Fee Summary ..................................................................... 28 Table 5-5: Anticipated Citywide Transportation Fee Collection at Buildout ................................ 29 Table 6-1: General Government Facilities Inventory List ............................................................ 32 Table 6-2: General Government Facilities Existing Level of Service .......................................... 33 Table 6-3: General Government Facilities Fee Summary ........................................................... 34 Table 6-4: General Government Fee Estimated Revenue at Buildout ........................................ 35 Table 7-1: Fire Facilities Inventory List ....................................................................................... 39 Table 7-2: Fire Facilities Existing Level of Service ..................................................................... 40 Table 7-3: Fire Facilities Fee Summary ...................................................................................... 41 Table 7-4: Anticipated Fire Facilities Estimated Revenue at Buildout......................................... 42 Table 8-1: Police Facilities Inventory List .................................................................................... 46 Table 8-2: Police Facilities Existing Level of Service .................................................................. 47 Table 8-3: Police Facilities Fee Summary .................................................................................. 48 Table 8-4: Anticipated Police Facilities Estimated Revenue at Buildout ..................................... 49

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Section 1 Executive Summary
Introduction
The City of Cathedral City (City) is a desert resor t city located in Riverside County. The City is tucked between the City of Palm Springs and the Cit y of Indio, in the northwest part of the Coachella Valley between the San Bernardino Mountains to the north, the San Jacinto Mountains to the south, and the San Gorgonio Pass to the west . It is the second most populated city in the Coachella Valley.

The City was incorporated in 1981 after beginning a s a housing development in 1925. The City began a downtown revitalization program in the late 1990s, which was completed by 2005. The program included a new city hall, movie theater com plex, and new and remodeled stores and restaurant space. The City features lush country clubs, diverse shopping districts, and a variety of recurring community events for residents and visitors.

At the time of the 2020 U.S. Census, the city popul ation was 51,493. As of January 1, 2022, the California Department of Finance (DOF) estimates th at the city population is 51,840. As the resident population and non-resident employment in the City increase, there exists a correlating rise in the demand for public infrastructure and se rvices to support the increased demand on the City. California’s Assembly Bill 1600 (AB1600) adop ted in 1987 and codified as California Government Code Section 66000 et. seq., allows the City to impose Development Impact Fees on new development within the City.

Development Impact Fees (DIFs) are a one-time charge on new development that is collected and used by the City to cover the cost of capital facilities, vehicles, and equipment that are required to serve new growth. In July 2021 the City adopted the updated July 1, 2019 Comprehensive General Plan (General Plan or 2040 General Plan) that forms the basis of the City’s current development impact fee program. As stated in the General Plan, most of the City south of US Interstate-10 is already developed and the remaining vacant lands in this area are generally located east of Date Palm Drive and north of Dinah Shore Drive. In recen t years, the City’s limits have expanded to include lands north of US I-10 and have extended ea st to Bob Hope Drive, where large-scale master planned communities have already been approv ed for development. For purposes of this Nexus Study, the land north of US I-10 is defined a s the North Area of the City. As noted in the General Plan, the City’s Sphere-of-Influence extends eastward on the north side of US I-10 taking in the community of Thousand Palms, continuing eastward beyond Cook Street and including the Classic Club and the surrounding master planned community.

As highlighted in the General Plan, development in the City over the past decades has been focused along the East Palm Canyon Drive (Highway 111) corr idor, and the northern areas of the City on the valley floor. The City is situated across a var iety of geographic and geologic conditions,

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including a mid-valley alluvial plain and limited m ountain foothills, as well as the sandy desert floor. The Santa Rosa Mountains bound the City on t he south and Edom Hill and the Indio Hills bound the City on the north.

The Nexus Study is based on the City limits and the full General Plan Buildout of the City. As stated in the land use chapter of the General Plan, the City's future is tied to the type and amount of new development it can accommodate at General Pl an Buildout. Projecting future Buildout capacity requires consideration of several variable s and is based on assumed densities (dwelling units per acre) and intensity factors that include allowed lot coverage and floor-to-area ratios (FAR), parking requirements, etc. While some of tod ay's developed lands may change in use in the coming years, most of the assumed City buildout is on remaining vacant lands planned for residential and employment-generating uses.

The General Plan includes and encompasses the North City Specific Plan planning area, which provides residential densities of from 25 to 45 dwe lling units per acre within a master-planned, mixed-use development context. These mixed-use desi gnations have also been applied to lands south of US I-10 and provide the City an important tool to further mixed-use, high density residential development elsewhere in the community. For additional information addressing these and other related issues associated with community housing stock, please see the City’s Housing Element.

The goal of the City is to develop a fee program that achieves the objectives laid out in the General Plan and associated master plans, balances fee levels with desired economic growth, and complies with the legal requirements of the Mitigation Fee Act (AB1600/Government Code Section 66000 et seq.) and Assembly Bill 602 (AB602).

Nexus Study
Purpose
As development occurs in the City, new backbone infrastructure and capital facilities are required to mitigate the increased demand created by new residents and workers. Revenues from DIFs fund the construction of new backbone infrastructure and capital facilities as well as the related administrative costs through the City’s fee program . The fee program contains separate fee categories for each type of infrastructure and capi tal facilities. Incorporated in this Nexus Study (Nexus Study, Study or Report) are the following fees:
• Park Facilities
• Transportation
• General Government Facilities
• Fire Facilities
• Police Facilities

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This Report is designed to satisfy the AB1600 Nexus requirements, AB602 requirements, and provide the necessary technical analysis to support the adoption of the updated fees. The fees will be effective 60 days after the City’s final action establishing and authorizing the collection of the fees.

Table 1-1 lists the fees the City currently collects and acc ounts for per the City’s Development Impact Fee Annual Report (“AB1600” Report) for Fisc al Year 2021-2022. The table below also shows which fees are included in the Nexus Study, w hich fees have been combined, and which fees are excluded.

As shown on Table 1-1, this Nexus Study excludes the Master Underground Plan (MUP) fee and the Art in Public Places Fee. The MUP fee was adopted in 1990 and given the significant changes to AB1600 requirements since 1990 and the new AB602 requirements, it is Harris’ recommendation that the MUP fee should be reevaluat ed with an undergrounding study or converted to an in-lieu fee. An in-lieu model is common for undergrounding fees and would require a municipal code update. The Art in Public Places F ee is currently an in-lieu fee for commercial and industrial projects equal to one percent of nin ety percent of the total project valuation. Harris conducted an analysis of different methodologies fo r updating the Art in Public Places Fee, including adding an additional impact fee for art o n residential development. After reviewing the options with City staff, it was determined that the Art in Public Places Fee would remain an in- lieu fee for non-residential development, which is consistent with numerous other jurisdictions for this type of fee.

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Table 1-1: City of Cathedral City List of Development Impact Fees Current Fees Notes from Nexus Study?
Master Underground Plan No change – Undergrounding study recommended or change to In-Lieu Fee
Fire and Police Facilities/Equipment Included in Separate Fire Facilities Fee and Police Facilities Fee
Traffic Signalization Included in Transportation Fee
City Yard Vehicle Storage Included in General Government Facilities Fee
Police Community Center Included in Police Facilities Fee Public Safety Training Site Included in Police Facilities Fee Public Safety Facilities Included in Separate Fire Facilities Fee and Police Facilities Fee
Road and Traffic Facilities Included in Transportation Fee Interchange and Bridges Included in Transportation Fee
Bikeway Facilities Included in Transportation Fee
Trail Facilities Included in Transportation Fee
Park and Recreation Facilities Included in Park Facilities Fee Transit Development No Change – not an AB1600 Fee
Art in Public Places No change – not an AB1600 Fee

Results
Table 1-2 shows a summary of the proposed fees. Pursuant to AB602, residential development fees are now assessed on a per square foot basis and non-residential development fees are assessed on a per 1,000 square foot basis. Park Facilities F ees are not assessed on non-residential development. The Park Facilities Fee is discussed in more detail in Chapter 4.

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Table 1-2: Summary of Proposed Development Impact Fees

Administrative Fee
The City oversees the implementation and administration of the DIF Program, consistent with the requirements of the Mitigation Fee Act. A three percent (3%) Administrative Fee is added to fund the costs of the City’s management and ongoing fee program administration, collection, and reporting, based on an analysis of the cost adminis trative cost necessary to support the DIF Program. This includes costs associated with City s taff and consultant time, studies, and administration to support the program. Furthermore, AB602, adds additional administration and reporting cities are responsible for meeting. Industry standard ranges from three to six percent (3- 6%) of the fee for the administrative component of a development fee program. The administrative functions include, but are not limited to, the following:
• Annual fee adjustments
• Annual fee reporting
• Additional fee reporting every five years
• Posting of nexus studies and fee schedules on the City’s website • Nexus study updates every eight years (an AB602 requirement) • Master Plans necessary to support the Nexus study updates • Staff and consultant time related to fee preparation, collection, tracking, and administration
• Staff and consultant time needed to track credits and reimbursements for improvements constructed in the fee program
Land Use 1 Parks Transportation
General
Government
Facilities Fire Police
Residential
Single Family $3.30 $0.63 $1.23 $0.68 $0.47
Multi-Family $4.65 $0.60 $1.73 $0.95 $0.66
Non-Residential
Commercial N/A $2,106.62 $579.18 $319.36 $220.05
Office N/A $1,770.12 $1,272.92 $701.88 $483.63
Industrial N/A $268.44 $127.29 $70.18 $48.36
Notes:
1 An administrative fee of 3.0% is included in the fees show n for (1) legal, accounting, and other administrative support and (2) development impact fee program administration costs including revenue collection, revenue and cost accounting, mandated public reporting, and fee justification analysis. The administration fee is calculated on a fee by fee basis. Please refer to the individual fee calculation tables for a breakdow n of the administration fee. (Fee per Square Foot)
(Fee per 1,000 Square Feet)

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In addition to the aforementioned administrative activities, the City is responsible for both (i) using fee revenues to plan for and construct required cap ital facilities and (ii) pursue other funding sources, as required, to bridge financial gaps betw een what is collected and the actual cost to construct needed facilities. A flat fee will impair the City’s ability to abide by AB602’s rigorous requirements.

Consistent with the Mitigation Fee Act, the Adminis trative Fee will be collected to fund the cost of the program administrative activities, such as a dministration, collection, and reporting. The costs to administer will vary each year. In additio n to annual program reporting activities and additional fee reporting requirements every five ye ars, AB602 requires the Nexus Study must be updated at least every eight years.

Fee Adjustment Procedures
The DIFs may be adjusted periodically to reflect re vised facility requirements, receipt of funding from alternative sources (i.e., state or federal gr ants), revised facilities or costs, changes in demographics, changes in the average unit square fo otage, or changes in the land use plan. In addition, the fees may be adjusted annually using t he Construction Cost Index (CCI) for the 20- City Average as reported by Engineering News Record (ENR) for a twelve-month period or a similar published index if the CCI Index is no longer available. City staff will calculate the annual adjustment utilizing the CCI Index. The adjusted fe es will be summarized in a resolution to be approved by City Council following the required not icing as outlined by section 66016 of the California Government Code.

Timing of Fee Payment
Fees will be collected at the time the building per mit for the project is issued. All residential projects will pay a fee based on the livable square footage of the residential unit(s). For high- density residential projects (defined in the Genera l Plan as high-density residential development with multi-family dwellings, including apartments and condominiums), the fees will be due at the time of the building permit for each building. For high-density residential projects with communal space, the non-residential communal portion (i.e., clubhouse, maintenance facility, gym, etc.) will not be assessed impact fees as the impact is assume d to be captured in the residential fees. Areas that are accessible by the public (i.e., leasing office) will be charged impact fees according to use.

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Section 2 Legal Context and Methodology
Nexus Requirement Summary
AB1600 was enacted by the State of California in 19 87 creating the Mitigation Fee Act - Section 66000 et seq. of the Government Code. The Mitigatio n Fee Act requires that all public agencies satisfy the following requirements when establishing, increasing, or imposing a fee as a condition of approval of a development project:

1. Identify the purpose of the fee.

2. Identify the use to which the fee is to be put. If the use is financing public facilities, the facilities shall be identified.

3. Determine how there is a reasonable relationship be tween the fees use and the type of development project on which the fee is imposed.

4. Determine how there is a reasonable relationship be tween the need for the public facility and the type of development project on which the fee is imposed.

5. Determine how there is a reasonable relationship be tween the amount of the fee and the cost of the public facility or portion of the p ublic facility attributable to the development on which the fee is imposed.

The purpose of this report is to demonstrate that a ll fee components comply with the Mitigation Fee Act. The assumptions, methodologies, facility standards, costs, and cost allocation factors that were used to establish the nexus between the fees a nd the development on which the fees will be charged are summarized in subsequent sections of this Report.

AB602
AB602, which was enacted by the State of California in 2021, amended Sections 65940.1 and 66019 of, and added Section 66016.5 to the Governme nt Code. AB602 requires that if a local agency conducts and adopts an impact fee nexus study after January 1, 2022, the local agency shall follow all of the following standards and practices:

1. Before the adoption of an associated development fee, an impact fee nexus study shall be adopted.

2. When applicable, the nexus study shall identify the existing level of service for each public facility, identify the proposed new level of service, and include an explanation of why the new level of service is appropriate.

3. A nexus study shall include information that suppor ts the local agency’s actions, as required by subdivision (a) of Section 66001 of the Government Code.

4. If a nexus study supports the increase of an existi ng fee, the local agency shall review the assumptions of the nexus study supporting the original fee and evaluate the amount of fees collected under the original fee.

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5. A nexus study adopted after July 1, 2022, shall cal culate a fee imposed on a housing development project proportionately to the square f ootage of proposed units of the development. A local agency that imposes a fee prop ortionately to the square footage of the proposed units of the development shall be deemed to have used a valid method to establish a reasonable relationship between the fee charged and the burden posed by the development. A nexus study is not required to c omply with the requirements to calculate a fee imposed on a housing development project proportionally to the square footage of the proposed units if the local agency makes the following findings:
• An explanation as to why square footage is not appropriate metric to calculate fees imposed on housing development project.
• An explanation that an alternative basis of calcula ting the fee bears a reasonable relationship between the fee charged and the burden posed by the development. • That other policies in the fee structure support smaller developments, or otherwise ensure that smaller developments are not charged disproportionate fees.

6. Large jurisdictions shall adopt a capital improvement plan as a part of the nexus study.

7. All studies shall be adopted at a public hearing wi th at least 30 days’ notice, and the local agency shall notify any member of the public that requests notice of intent to begin an impact fee nexus study of the date of the hearing.

8. Studies shall be updated at least every eight years , from the period beginning on January 1, 2022.

9. The local agency may use the impact fee nexus study template developed by the Department of Housing and Community Development pur suant to Section 50466.5 of the Health and Safety Code.

The purpose of this Report is to demonstrate that a ll fee components comply with the Mitigation Fee Act and AB602. An analysis of level of service for each applicable fee component is summarized in subsequent sections of this report.

Capital Improvement Plan
AB602 states that large jurisdictions shall adopt a capital improvement plan (CIP) as part of the nexus study. This report includes the facilities to be adopted as the City’s CIP for the DIF program in Appendix A.

Explanation of Level of Service and Fee Increase
AB602 requires that when applicable, the nexus stud y identifies the existing level of service for each public facility, identifies the proposed new l evel of service, and includes an explanation of why the new level of service is appropriate. This report relies on existing level of service standards developed in consultation with City staff and with reference to the existing capital facilities and

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Development Impact Fee Nexus Study 9 September 2023
City of Cathedral City
improvements in the City for all the fee programs documented herein apart from the Park Facilities Fee and Transportation Fee. Utilizing the existing level of service as the fee basis is appropriate for new development to pay their fair share. The transportation fee is a new combined fee program, the calculation presented herein for this fee program provides justification for an entirely new fee based on planned facilities required to serve exist ing and new development. New development will pay their allocated fair share of cost, rather than an increase over an existing amount. For the Park Facilities Fee, the existing level of service is identified and acknowledged that it falls below the City Standard. The City Standard is utilized fo r the Park Facilities Fee as it is an appropriate City Standard set by the General Plan and as the Ci ty has significant growth in the North area of the City, it is appropriate for new development to meet this City Standard. New development is expected to pay the fee that results in meeting the City Standard and will not be used to fund existing deficiencies. Furthermore, Government Code 66001 states, “A fee shall not include the costs attributable to existing deficiencies in public facilities, but may include the costs attributable to the increased demand for public facilities reasonably related to the development project in order to (1) refurbish existing facilities to maintain the existing level of service or (2) achieve an adopted level of service that is consistent with the genera l plan”. The Park Facilities Fee achieves an adopted level of service that is consistent with th e City’s adopted General Plan. This approach, therefore, is consistent with the Mitigation Fee Ac t. AB602 requires that when applicable, the nexus study identifies the existing level of service for each public facility, identifies the proposed new level of service, and includes an explanation o f why the new level of service is appropriate.

This Nexus Study meets that requirement of the expl anation of why the new level of service is appropriate based on the General Plan standard.

Methodology
Imposed fees require various findings to ensure tha t a reasonable relationship exists between the fee amount and the cost of the facility or portion of the facility attributable to the new development.

Several methodologies are available to determine fe e amounts. Choosing the appropriate methodology depends on the type of facility for which the fee is calculated and the availability of documentation to support the fee calculation. Follo wing is a discussion of the methodologies available to calculate the separate fee components in this report.

Facility Standards Method
The facility standards method determines the facili ties and associated costs required to accommodate growth based on adopted City standards. Depending on the fee analysis, the City may or may not currently have sufficient facilities to meet the adopted standard. If the City’s existing facilities are below the standards, then a deficiency exists. In this case, the portion of th e cost of planned facilities associated with correcti ng the deficiency must be satisfied with funding sources other than Development Impact Fees (DIFs). AB1600 fees can only fund facilities needed to accommodate new development at the adopted standard.

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Master Plan Method
The master plan method is based on a master facilities plan in situations where the needed facilities serve both existing and new development. This appro ach allocates existing and planned facilities across existing and new development to determine ne w development’s fair share of the needed facility. This approach is used when it is not possible to differentiate the benefits of new facilities between existing and new development.

Planned Facilities Method
The planned facilities method calculates the standard based solely on the ratio of planned facilities to the increase in demand associated with new devel opment. This method is appropriate when planned facilities are mostly for the benefit of ne w development, such as a wastewater trunk line extension to a previously undeveloped area. This me thod may also be used when there is excess capacity in existing facilities that can accommodate new development.

Existing Inventory Method
The existing inventory method uses a facility stand ard based on the ratio of existing facilities to the existing service population on a cost per unit or cost per square foot basis. Under this approach, new development funds the expansion of facilities at the same standard currently serving existing development. By definition, the existing inventory method ensures that no facility deficiencies are spread to future development. This method is often used when a long-range plan for new facilities is not available.

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Section 3 Population and Land Use Assumptions
Land Use Types
To ensure a reasonable relationship between each fee and the type of development paying the fee, different land use types must be distinguished. The land use categories used in this analysis are defined below.
• Single Family Residential (SFR) : Detached single-family dwelling units. Includes very low density, low density, and age-restricted units. • Multi-Family Residential (MFR): Attached residential projects. • Accessory Dwelling Unit (ADU) : A second unit, attached or detached from a SFR. • Commercial : All commercial, retail, educational, hotel/motel development, and mixed-use development.
• Office : All general, professional, and medical office development. • Industrial : All manufacturing and warehouse development.

Some developments may include more than one land us e type, such as an industrial warehouse with living quarters (a live-work designation) or a planned unit development with both single and multi-family uses. In these cases, the fees will be calculated separately for each land use type.

Growth Forecasts
Growth projections are used as indicators of demand and projected revenue to fund the infrastructure identified in Appendix A. The City’s existing population and Buildout population projections are critical assumptions used throughout the fee sections that follow in this report. The following resources were used as part of this analysis:
• Estimates of total development through Buildout were based on the City’s land use plan from the City’s Comprehensive General Plan, adopted July 28, 2021. • Population projections were based on the land use p rojections and the estimated persons per household taken from the US Census American Community Survey. • Existing population estimates are from the 2021 California Department of Finance. • Existing non-residential worker populations are bas ed on non-residential data for the City of Cathedral City derived from the City’s Comprehensive General Plan, adopted July 28, 2021, and employees per square feet assumption from the USGBC LEED BD+C: New Construction | v4 – Default Occupancy Counts.. • Worker projections are based on estimated buildout square footage and the employees per square feet assumption from the USGBC LEED BD+C: New Construction | v4 – Default Occupancy Counts.

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Table 3-1 identifies the existing service population. Non-residential buildings are typically occupied less than dwelling units, so it is reasona ble to assume that average per-worker demand for services is less than average per-resident dema nd. The 0.37-weighting factor for workers is based upon a 45-hour work week (40 hours of work plus 1 hour lunch break) relative to a resident’s non-working time of 123 hours (168 hours per week less 45 work hours).

Table 3-1: Existing Service Population

Table 3-2 shows the estimated service population at Buildout.

Table 3-2: Estimated Service Population at Buildout

Category
Total
Persons
Weighting
Factor 3
Service
Population
Residents 1 51,840 1.00 51,840
Workers 2 11,063 0.37 4,093
Total 62,903 55,933
Notes:
1 2
3 Source:

California Department of Finance E-5 Population and Housing Estimates, City of Cathedral City Comprehensive General Plan (adopted July 28, 2021).

Based on State of California Department of Finance E-5 Population and Housing Estimates for Cities, Counties, and the State, dated January 1st 2021.

Employment data for the City of Cathedral City derived from the adopted General Plan (July 2021).

Workers are w eighted at 0.37 based on a 45 hour w ork w eek relative to a resident's time of 123 hours (168 hours per w eek less 45 w ork hours).

Category
Future
Persons
(Buildout)
Total
Persons at
Buildout
Weighting
Factor 3
Future
Buildout
Service
Population
Service
Population
at Buildout
Residents
1 85,130 136,970 1.00 85,130 136,970
Workers 2 73,007 84,070 0.37 27,013 31,106
Total 158,137 221,040 112,143 168,076
Notes:
1 2
3 Based on State of California Department of Finance E-5 Population and Housing Estimates for Cities, Counties, and the State, dated January 1st 2021 combined w ith the buildout development derived from the City of Cathedral City Comprehensive General Plan adopted July 28, 2021.

Employment data for the City of Cathedral City derived from the United States Census Bureau On The Map Application combined w ith the buildout development derived from the City of Cathedral City Comprehensive General Plan adopted July 28, 2021.

Workers are w eighted at 0.37 based on a 45 hour w ork w eek relative to a resident's time of 123 hours (168 hours per w eek less 45 w ork hours).

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Occupant Density
Occupant densities ensure a reasonable relationship between the increase in service population and the amount of the fee. Developers pay the fee based on the square footage of additional housing units or building square feet of non-residential de velopment, so the fee schedule must convert service population estimates to these measurements of project size. This conversion is done using the average occupant density factors by land use type shown in Table 3-3. The residential density factors were derived from the US Census American Community Survey while the non-residential densities were derived from the U.S. Green Building Council Default Occupancy Counts.

Table 3-3: Persons per Household & Employment Density

Average Unit Sizes
To meet AB602 requirement five (5), this Report calculated the average unit size for single family residential and multifamily units based on the estimated average size of planned new development within each land use category in the City. The aver age unit size is based on the livable square footage of the residential unit for all residential land uses. This Report derived the unit sizes from the Market Watch Quarterly New Home Report for Coac hella Valley, dated December 2022 and the Desert Housing Report dated October 2022.

Basing the average unit size on livable square footage for all residential units is not only consistent with industry standard for fee calculations, it provides a strong nexus between the impact of the unit and the fee amount. A good example of this industry standard are school fees in California. In California school fees are based on assessable spac e, which means a quantity equal to the area (expressed in square feet) within the perimeter of a residential structure, not including the carport, walkway, garage, overhang, patio, enclosed patio, detached accessory structure or similar structure.

As stated previously, to accurately capture the imp act of a residential project on capital facilities for high-density multi-family residential projects with communal spaces, the communal spaces Density Assumptions
Residential 1
Single Family 2.85 Residents per dwelling unit
Multi-Family 2.51 Residents per dwelling unit
Non-Residential
2 Commercial 1.82 Employees per 1,000 square feet
Office 4.00 Employees per 1,000 square feet
Industrial 0.40 Employees per 1,000 square feet
Notes:
1 Extrapolated from American Community Survey 2020 5-Year Estimates: Table B25032 & B25033. 2 USGBC LEED BD+C: New Construction | v4 - Default Occupancy Counts.

Source:

U.S. Census Bureau, American Community Survey and the U.S. Green Building Council.

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(i.e., clubhouse, maintenance facility, gym, etc.) will not be assessed impact fees as the impact is assumed to be captured in the residential fees. Areas that contain employees and are accessible by the public (i.e., leasing office) will be charged i mpact fees according to use. The non-residential area accessible by the public (i.e., leasing office) will be based on the useable size of that area. The usable square footage is the actual area of a space as measured within the demising exterior walls of that space. Including areas that contain employees that are accessible by the public captures the additional impact these new facilities will have on the backbone facilities in the City.

Table 3-4 summarizes the estimated average size of planned n ew development within each residential land use category utilized for this study.

Table 3-4: Residential Land Use Average Unit Size

The City will monitor the average size of housing units in the City based on new developments on an annual basis and if the size of units on average are significantly different than anticipated, the fees will be updated as part of the annual update for the fee adjustment to reflect this change in order to ensure the fee program collects the anticipated level of funding.

Land Use Unit Size (SF)
Single Family 2,000
Multi-Family 1,250
Notes:
1 Unit sizes derived from the Desert Housing Report dated 10/22 and Market Watch Quarterly New Home Report for Coachella Valley, dated December 2022.

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Section 4 Park Facilities Fee
Background
This section presents an analysis of the need for a dditional parks to accommodate new development in the City and the fees that are neces sary in order to ensure that new development provides adequate funding to meet those needs. This Nexus Study updates the methodology of the existing Parks Fee and recommends updated fees.

Residential development in the City will pay the Pa rk Facilities Fee at building permit issuance.

The park cost was estimated based on the existing City adopted standard of three (3) acres of green space per 1,000 residents. The Park Facilities Fee is for park facility development cost only and does not include parkland acquisition costs. Parkla nd acquisition under the Quimby Act requires developers to either dedicate land to satisfy their parkland requirement or pay an in-lieu fee. The in-lieu fee is dependent upon appraised land cost a nd thus, the amount should be agreed upon between the City and the developer when the land dedication is triggered. The City has an existing Quimby in-lieu fee (also known as a Park In-Lieu Fee). As noted in the General Plan, Park In-Lieu Fees stem from the Quimby Act. Quimby provides for the dedication of land for parks, or in certain instances (i.e. a subdivision is small), a fee in-lieu of dedicating land is provided. It is important to note that for the Park In-Lieu Fee, infill projects are exempt, and the fee applies primarily to parkland and land improvements in new neighborhoods . For the Park Facilities Fee, which is a DIF, the fee applies only to new development and is only assessed for new capital costs related to the new development with a defined beneficiary relationship.

Parkland
AB1191, also known as the Quimby Act, was establish ed by the California State Legislature in 1965 and codified as California Government Code Sec tion 66477. The Quimby Act outlines the requirements for imposing fees for park purposes wi th a minimum of three (3) acres and a maximum of five (5) acres of green space per 1,000 residents. The Quimby Act allows the legislative body of a city or county, by ordinance, to require the dedication of land or impose a requirement of the payment of fees in-lieu thereof, or a combination of both, for park or recreational purposes as a condition to the approva l of a tentative tract map or parcel map.

Currently the City imposes a Residential Quimby Par ks Fee based on three (3) acres per 1,000 residents or the payment of an in-lieu fee. The for mula is based on a dwelling unit factor, the parkland dedication requirement (currently three (3) acres per 1,000 residents) and the fair market value per acre (varies per development).

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Service Population
The Park Facilities Fee is not applied to non-resid ential development because workers typically do not use park facilities.

Current Level of Service
Per the City’s Comprehensive General Plan, the City has a total of 73.23 acres of developed parkland. Table 4-1 lists the existing parkland available to current residents. Based on a population of approximately 51,840, there are 1.41 acres of ex isting parkland per 1,000 persons/residents as also shown in Table 4-1. Thus, the current parkland is less than the stand ard of 3 acres per 1,000 people on a citywide level.

Table 4-1: Park Facility Inventory List

Park Facility Acreage 1
Community Parks
Dennis Keat Soccer Park 19.25
Subtotal Community Parks 19.25
Neighborhood Park
Dream Homes Park 7.85
Century Park 7.02
Ocotillo Park 7.04
Panorama Park 12.57
Patriot Park 7.00
Second Street Park 4.41
Subtotal Neighborhood Parks 45.89
Mini Park
Cathedral City Dog Park 1.29
Festival Lawn 2.04
Memorial Park 0.20
Town Square 2.06
Subtotal Mini Parks 5.59
Performance and Event Venue
Community Amphitheater 2.50
Subtotal Performance and Event Venues 2.50
Total Park Acreage 73.23
Existing Service Population 51,840
Total Park Acreage per 1,000 1.41
Notes:
1 Park acreages derived from the City of Cathedral City 2040 General Plan, Adopted 2021.

Source:

City of Cathedral City 2040 General Plan.

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Undeveloped Parkland
As identified in the 2040 General Plan, the City has continued to acquire parkland to further expand park and recreational services. The table below identifies acquired parkland that will be developed by the City as public parks in the future. The City is actively exploring partnerships with such entities as the Desert Health District and others. Such collaboration can extend the value and usefulness of City parks lands now and in the future.

As shown on the table above, the City currently own s approximately 128.3 acres of undeveloped parkland and is committed to developing the parklan d in the future. The City recently developed the Community Amphitheater at the corner of Cathedr al Canyon Drive and Avenida Lalo Guerrero, which is used as a music and theater venu e, and for other cultural, entertainment, and recreational uses. The City also recently completed the Panorama Dog Park with plans to build another dog park within the Downtown area. The City has identified required funding sources. The City has shown on ongoing commitment of finding funding for parks through grants, general fund revenue, and other funding sources. Funding for parks is outlined as an action item in the City’s 5 Year Strategic Plan and discussed in the City’s rec ently adopted 2040 General Plan. The City currently owns enough parkland that, when developed , the City will meet or exceed the General Plan standard of (3) acres per 1,000 residents.

The City has been successful in securing grants for park facilities in the past. The City was awarded $6.4 million in grant funding for the Ocotillo Park ($5 million) and the Amphitheater ($1.4 million) as well as $8.498 million for the Dream Homes Park. The City has demonstrated a successful track record and commitment to pursuing grant funding for parks and will continue to aggressively target and pursue grants for parks. Furthermore, in the C ity’s 5-year CIP the City has planned $1.56 million of General Fund revenue to fund parks. The City will continue to identify funding sources and explore partnerships for joint-use facilities t o develop the City’s undeveloped parkland.

Furthermore, the City has an existing fund balance for the Park and Recreation Facilities Fee of $899,554 as of 06/30/2022 per the City’s AB1600 annual report.

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Planned Level of Service
The City has established a goal for parks at three (3) acres of parkland per 1,000 residents, per the Parks Master Plan and City General Plan. This analy sis is based on the existing City standard of three (3) acres of parkland per 1,000 residents, where new development will contribute and develop three (3) acres of parkland per 1,000 residents. As new development cannot fund existing deficiencies, new development will not be required to bring the City’s existing level of service to this standard Citywide, but new development will be required to meet the standard of three (3) acres of parkland per 1,000 residents with this fee . Applying the General Plan standard to new development is consistent with the Mitigation Fee A ct, as outlined in Government Code Section 66001, “A fee shall not include the costs attributa ble to existing deficiencies in public facilities, but may include the costs attributable to the incre ased demand for public facilities reasonably related to the development project in order to (1) refurbish existing facilities to maintain the existing level of service or (2) achieve an adopted level of service that is consistent with the general plan”.

The City General Plan and the Municipal Code (Secti on 9.106.040) have an adopted level of service of three (3) acres of parkland per 1,000 re sidents. As stated previously, the existing level of service is identified and acknowledged that it falls below the City Standard. In compliance with Government Code Section 66001, the City Standard is utilized for the Park Facilities Fee as it is a City Standard set by the adopted General Plan and as the City has significant growth in the North area of the City, it is appropriate for new develop ment to meet this City Standard for the new residents to utilize parks. New development is expe cted to pay the fee that results in meeting the City Standard and will not be used to fund existing deficiencies. The City will use other funding sources, such as grants and General Fund revenue, to bring up the existing level of service to three (3) acres of parkland per 1,000 residents.

As outlined in the City’s 2040 General Plan, in 200 3, the Parks and Recreation Department was removed from City financial support due to budget c onstraints. The City continues to maintain a five-member citizen-based Parks and Community Events Commission to assess the community’s recreational services and facilities, and to advise the City Council regarding funding, recreational programming, parks facilities and usage, and related issues. Currently, the City does not meet the adopted standard of (3) three acres of parkland per 1,000 residents. The General Plan states that the City will strive to meet the adopted park acrea ge standards, identify appropriate locations for future parks and related open space, evaluate fundi ng options, and continue to develop parks and recreational facilities that best meet the needs of the community. It will continue to develop a complete network of bikeways and pedestrian pathway s. The network should be linked to important activity nodes within the community to de crease the dependence on vehicles and promote physical activity. The General Plan has a goal of a City-wide system of parks, open space and other recreational amenities and programs that at a minimum satisfy Quimby Act standards

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and another goal of a wide offering of facilities and programs supporting and encouraging physical activity, social interaction, and enhanced social c ohesion in the community parks, recreation and open space areas. Furthermore, as outlined in the City’s April 2023 5 Year Strategic Plan, it identifies actions for park funding.

As described in more detail in Chapter 9 of this Ne xus Study, the City may provide fee credits or reimbursements to developers who construct eligible facilities. Given that parkland must be dedicated at (3) acres per 1,000 residents, consistent with Quimby and the City’s municipal code, it would be inconsistent to then have a different s tandard for park facilities and adopting a lower standard for park amenitization could cause issues with fee credits and reimbursements. As demonstrated above, having a Park Facilities Fee ba sed on the General Plan standard meets the requirements of the Mitigation Fee Act, but also ma intains consistency with all adopted park policies and the City’s municipal code.

Fee Methodology
The Park Facilities Fee is based on the Facility St andards Method. This method determines the facilities and associated costs required to accommo date growth based on adopted City standards.

Using this approach for parks, new development funds the expansion of facilities and construction of new facilities at the adopted General Plan stand ard for the City. Table 4-2 calculates the total cost of future park improvements based on the Gener al Plan standard of three (3) acres per 1,000 residents, anticipated service population growth, a nd the cost per acre of park development. Fee revenues may be used to construct park improvements and facilities on land dedicated by developers in accordance with the City’s Quimby Ordinance or though land purchased through the payment of the in-lieu Quimby Fee.

Table 4-2: Future Park Facility Cost

Description Total Unit
Future Park Improvements
City of Cathedral City Park Acre per 1,000 Standard 1 3.00 acres City of Cathedral City Future Service Population 85, 130 residents Total Park Acreage Required to Serve New Development 255.39 acres Cost per Acre for Park Improvements 2 750,000 $ cost/acre Total Future Park Improvement Cost 191,542,500 $ Total Cost Notes:
1 Park Acreage per 1,000 derived from the City of Cathedral City 2040 Plan, adopted in 2021. 2 Cost per Acre of Park Improvements provided by the City of Cathedral City on August 18, 2022.

Source:

City of Cathedral City 2040 General Plan and Cathedral City Parks & Recreation Department.

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Table 4-3 identifies the park cost per capita by taking the future cost of park improvements and dividing by the future service population.

Table 4-3: Park Facility Cost per Resident

Fee Summary
The Park Facilities Fee per unit is calculated by m ultiplying the cost per capita by the average number of residents per unit type (density). The fe e per unit must then be converted to a fee per square foot by taking the total fee per unit and dividing by the estimated average unit size for each land use to arrive at the fee per square foot. The total fee includes a three percent (3%) administrative charge to fund fee program administr ative costs, including but not limited to preparing annual reports, preparing fee updates, an d other administrative tasks related to the fee program administration. These calculations are shown in Table 4-4.

Table 4-4: Park Facilities Fee Cost Summary

Revenue Projections
Table 4-5 summarizes the anticipated Park Facilities Fee rev enue. The revenue will be available to expand the City’s Park facilities to meet the ne eds of new residents. Based on the population estimates in this Nexus Study and using the City Ge neral Plan standard of 3 acres per 1,000 residents, it is anticipated that approximately 255 additional acres of parks facilities are needed to meet the needs of the City at Buildout at a cost of approximately $197 million.

Description Value
Future Facilities
Future Park Improvements 191,542,500 $
Subtotal Park Improvements 1 191,542,500 $
Future Service Population 85,130
Total Existing Level of Service per Capita 2,250 $
Notes:
1 Cost per Acre of Park Improvements provided by the City of Cathedral City on August 18, 2022.

Source:

City of Cathedral City 2040 General Plan.

Land Use
Cost Per
Capita Density
Subtotal Fee
(per unit)
Administration Fee
(per unit)
Total Fee
(per unit)
Average Unit
Size (SF) Fee/SF
Residential
Single Family 2,250 $ 2.85 6,412.50 $ 192.38 $ 6,604.88 $ 2,000 3.30 $ Multi Family 2,250 $ 2.51 5,647.50 $ 169.43 $ 5,816.93 $ 1,250 4.65 $ Notes:
1 An administrative fee of 3.0% is included in the fees shown for (1) legal, accounting, and other administrative support and (2) development impact fee program administration costs including revenue collection, revenue and cost accounting, mandated public reporting, and fee justification analysis.

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Table 4-5: Park Facilities Fee Estimated Revenue at Buildout

Nexus Requirement Summary
The Park Facilities Fee component of the DIF progra m meets the Mitigation Fee Act Requirements, as described in this section.

Requirement 1: Identify the purpose of the fee.

The purpose of the Park Facilities Fee is to fund the park needs generated by new development in the City. Each new resident creates a demand for ad ditional neighborhood parks, mini parks, and community parks. The City’s adopted standard is to provide 3 acres of parkland for each 1,000 residents. In order to accommodate these needs, new park facilities will be built and/or existing park facilities will be expanded . Table 4-3 calculates the parks cost per capita based on the C ity standard for parks and the estimated construction cost.

Requirement 2: Identify the use of the fee.

The Park Facilities Fee will be used to fund new pa rk development in order to meet the City’s General Plan and Park Master Plan standards discussed in this chapter. The anticipated fee revenue at Buildout is shown on Table 4-5.

Requirement 3: Determine how there is a reasonable relationship between the fee’s use and the type of development project on which the fee is imposed.

The fee will be used to fund new neighborhood, mini and community parks that are necessary to serve the increased residents in the City. New resi dential development generates additional residents which increases the demand for park facilities. The Park Facilities Fee is calculated using the City’s General Plan standard of three (3) acres of park per 1,000 residents. Residential development is responsible for paying its fair shar e to meet the City’s standard. Non-residential uses do not pay the fee since they do not generate additional residents and workers have minimal impact on the City’s park system.

Land Use
Proposed
Fee (SF) 1
Anticipated
Growth
(units)
Anticipated
Growth
(SF)
Anticipated
Fee Collection
at Buildout 2
Residential per SF
Single Family $3.30 8,266 16,531,000 $54,552,300
Multi Family $4.65 24,531 30,663,915 $142,587,204
Total $197,139,504
1 Includes the administrative portion of the fee.
2 Total fee revenue may differ slightly from cost attributable to fee program due to rounding.

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Table 4-3 calculates the cost per capita and then allocates the cost to each development type based on the estimated persons per household. Table 4-4 then calculates the cost per square foot for the residential units based on the estimated average unit size . By basing the fee on the size of the unit and the estimated number of new residents that is a nticipated to be generated by the addition of that square footage, the fee is directly correlated to the increased need for new parks.

Requirement 4: Determine how there is a reasonable relationship between the need for the public facility and the type of development project on which the fee is imposed.

Each new residential development is anticipated to generate new residents. The addition of new residents creates the need for new neighborhood, mi ni and community parks to meet the City’s General Plan park standard of three (3) acres per 1 ,000 residents. The fee is directly correlated to the number of new residents expected to be generate d by each type of development. Non- residential development does not pay for parks as non-residential developments do not generate a significant demand for park facilities. Residential development pays its fair share based on the estimated persons the new unit is expected to generate.

Requirement 5: Determine how there is a reasonable relationship between the amount of the fee and the cost of the public facility or portion of the public facility attributable to the development on which the fee is imposed.

As new residential units are constructed, new park facilities are necessary to meet the City’s General Plan standard of 3 acres of park per 1,000 residents. The Park Facilities Fee is calculated by taking the cost per acre of park development tim es three (3) acres of parks per 1,000 future residents to determine the cost per capita, as show n in Table 4-3. The cost per capita is then allocated to each residential land use based on the persons per household each unit is expected to generate, assessed an administrative fee of 3% and divided by the average unit size in square feet to determine the fee per square foot as shown in Table 4-4. Since the need for park land is based on the number of new residents, calculating the fee based on the number of persons each unit is expected to generate and converting to a fee per square feet, ensures that each new residential unit is paying only its fair share of the required facilities.

By determining the fee based on the estimated new r esidents that would be generated by new development, each new residential unit is paying on ly its fair share of the facilities required to meet the City’s General Plan Standard. Non-residential land uses are not assessed a Park Facilities Fee as non-residential development will not generate an increase in park facility demand.

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Section 5 Transportation Fee
Background
This section presents an analysis of the Citywide T ransportation Fee. The proposed Citywide Transportation Fee covers the costs to mitigate the impacts of new development on the City’s traffic facilities. The fees listed below are charged on new development within the City and cover transportation projects that were in part or fully attributable to new development when the projects were created:
• Traffic Signalization
• Road and Traffic Facilities
• Interchange and Bridges
• Bikeway Facilities
• Trail Facilities
The Citywide Transportation Fee proposes to merge t he five fees above into one single fee based on the updated analysis presented in this chapter. The new Citywide Transportation Fee will establish a separate capital facilities fund to avo id any commingling of transportation fees with other revenues and funds. The Mitigation Fee Act re quires that fees are expended solely for the purpose for which the fees were collected. To compl y with the Mitigation Fee Act, the existing funds for the Traffic Signalization, Road and Traffic Facilities, Interchange and Bridges, Bikeway Facilities, and Trail Facilities will be transferred to the new Citywide Transportation Fee fund.

As shown on Table 5-1, the future street improvements and traffic signal facilities were developed by the City of Cathedral City Engineering Departmen t based on facilities necessary to serve new development. Additional information is provided in Appendix B . The future bikeways and multi- modal facilities were derived from the City of Cathedral City Comprehensive General Plan.

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Table 5-1: Transportation Facilities – Planned Facilities

Description Value
Street Improvements / Traffic Signals 1
Street Improvements 75,223,090.90 $
Traffic Signals 15,000,000.00 $
Subtotal Street Improvements / Traffic Signals 90,22 3,090.90 $ Mobility Improvements 2,3
Class I 17,610,912.00 $
Class 2 1,318,680.00 $
Off Road Shared NEV/Bike 313,632.00 $
Subtotal Mobility Facilities 19,243,224.00 $
Trips
Existing Trips 265,832
Future Additional Trips 582,607
Subtotal Trips 848,439
Trip Allocation
Existing Trips 31%
Future Additional Trips 69%
Subtotal Trips 100%
Transportation Improvements Cost Allocation
Existing Development Responsibility 34,297,853.37 $
Future Development Responsibility 75,168,461.53 $
Subtotal Improvement Costs 109,466,314.90 $
Total Transportation Fee per Future Trip 129.02 $
Notes:
1 Future street improvements and traffic signal facilities developed by the City of Cathedral City Engineering Department.
2 Future bikew ays & multi-modal facilities derived from the City of Cathedral City Draft Comprehensive General Plan dated July 1, 2019 and 2040 General Plan, adopted 2021. 3 Cost estimates per mile provided by the City of Cathedral City on August 18, 2022.

Source:

City of Cathedral City Comprehensive General Plan and Cathedral City Active Transportation Plan and City of Cathedral City.

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Service Population
Demand for services and the associated facilities for transportation are based on the additional trips that will be generated by new development through B uildout conditions. The Citywide Transportation Fee utilizes the land use trip generation assumptions presented in Table 5-2 for the various residential and non-residential land uses b ased on the ITE Trip Generation Manual, 11.1 Edition.

Table 5-2: Future Additional Trips

Cost Summary
The Citywide Transportation Fee will fund the expan sion and construction of new transportation facilities necessary to serve new growth. Table 5.1 calculates the fair share between existing and new development for new or expanded future faciliti es based on trips. These transportation facilities will be necessary to meet the demands of the growth of the City at Buildout. The transportation facilities listed in Table 5-1 have total DIF eligible project costs estimated to be approximately $109.5 million, with future developme nt’s responsibility approximately $75.2 million. These improvements listed on Table 5-1 are future improvements that have not yet been triggered nor are they required prior to development occurring. As new development occurs, there are additional trips associated with the new development, which correlates to a need for additional transportation improvements. The Nexus Study acknow ledges that the existing development will benefit from these transportation improvements once they are constructed and therefore existing developments’ fair share of the improvements (based trip generation rates) is allocated to existing development and is not spread to new development.

The City will review the potential funding sources for transportation projects to determine the appropriate funding mechanisms as transportation pr ojects move forward as well as identify Land Use Future Units / Workers ITE Trip Rate 1
Trips
Generated
Residential units
Single Family 8,266 9.43 77,943.67
Multi-Family 2 24,531 5.64 138,355.58
Subtotal Residential 216,299.25
Non-Residential workers
Commercial 20,908 8.71 182,111.28
Office 45,873 3.33 152,755.99
Industrial 6,226 5.05 31,440.38
Subtotal Non-Residential 366,307.66
Total Future Trips 582,606.91
Notes:
1 Institute of Transportation Engineers Common Daily Trip Generation Rates sourced from the ITE Trip Generation Manual, 11th Edition. 2 Multi-Family trip generation based on the average trips for attached 2-4 and attached 4+ units. ITE 11.1 Edition Daily Trip Generation Rate. ITE 11th Edition notes:

All land uses in the retail & services are entitled to a "pass-by" trip reduction of 60% if less than 50,000 SF or a reduction of 40% if equal to or greater than 50,000 SF. This Study assumes a 50% "pass-by" trip reduction.

Source:

Institute of Transportation Engineer's 11th Edition.

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funding sources through the CIP process and identify action plans in updates to the City's Strategic Plan. The $34.3 million will not be funded by new development as existing development will have an impact on these facilities and therefore the City will fund this amount through funding sources such as the General Fund, grants, or other funding sources. It is important for new development to fund their fair share of their impact on transportation facilities. As new development will impact the existing transportation infrastructure, this is a conservative approach that does not burden new development with any existing deficiencies.

Fee Methodology
The Transportation Fee uses the Planned Facilities Method to calculate the fee. The Planned Facilities Method calculates the fee based on the p lanned facilities associated with new development. This method is appropriate when planned facilities are mostly for the benefit of new development, such as a road extension to a previously undeveloped area.

The Transportation Fee is calculated based on the c ost per trip generated by new development.

The total cost of the facilities attributed to new development identified in Table 5-1 is spread over the anticipated number of trips that will be genera ted by future development (as shown in Table 5-2) to calculate the cost per trip.

To calculate the total number of new trips attribut able to new development through Buildout, the growth projections, detailed in Chapter 3 , are multiplied by the corresponding trip generation rates identified in Table 5-2. These trip generation rates for the land use types within this fee program are based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11.1 Edition.

The multi-family assumption is an average of the mu lti-family attached 2-4 rate and multifamily attached 4+ rate. The non-residential land use ITE rates are assessed per employee, so the rates are multiplied by future employees at Buildout in the City.

Residential trips were calculated by multiplying th e anticipated growth in residential units by the corresponding single family and multi-family trip g eneration rates. Non-residential trips were calculated by multiplying the anticipated growth in employees by the corresponding trip generation rates for each of the land uses. The ITE Trip Generation Manual, 11th Edition notes all Retail and Services land uses (commercial) are entitled to a "pass-by" trip reduction between 40%- 60%. This study assumes the average with a 50% trip reduction for commercial. Pass-by trips are a subset of trips traveling on a road that stops by a near-by commercial development. They are not new trips. Table 5-2 shows the breakdown of the total trips attributed to new development through Buildout condition.

Table 5-3 calculates the total number of existing trips attri butable to existing development. The existing land uses and employees, detailed within C hapter 3, are multiplied by the corresponding trip generation rates identified in Table 5-3. Table 5-3 displays the ITE trip generation rates for

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the land use types within this fee program. As stated previously, the multi-family assumption is an average of the multi-family attached 2-4 rate and multifamily attached 4+ rate. The non-residential land use ITE rates are assessed per employee, there fore these rates are multiplied by existing employees in the City. The existing trips are calcu lated to determine future developments responsibility as the total transportation cost is allocated between existing and future trips.

Table 5-3: Existing Trips

The cost per trip is calculated by taking the total cost of the DIF eligible transportation facilities , calculating the existing trips and future additiona l trips, diving the total cost between existing development and future development’s responsibility based on trips, and then dividing the future development responsibility cost by the trips genera ted by new development. This calculation is shown in Table 5-1.

Fee Summary
The Citywide Transportation Fee for new development is calculated by multiplying the cost per trip identified in Table 5-1 by trip generation rate for each land use. The total fee includes a three percent (3%) administrative charge to fund fee prog ram administrative costs, including but not limited to preparing annual reports, preparing fee updates, and other administrative tasks related to the fee program administration. The residential fee per unit is converted to a fee per square foot by dividing the fee per unit by the unit size estim ated in Table 3-4: Residential Land Use Average Unit Size . Table 5-4 shows the proposed new Citywide Transportation Fee s for new development.

Land Use Existing Units / Workers ITE Trip Rate 1
Trips
Generated
Residential units
Single Family 20,659 9.43 194,814.37
Multi-Family 68 5.64 384.65
Subtotal Residential 195,199.02
Non-Residential workers
Commercial 5,998 8.71 52,239.14
Office 4,179 3.33 13,914.45
Industrial 887 5.05 4,479.17
Subtotal Non-Residential 70,632.77
Total Existing Trips 265,831.78
Notes:
1 Institute of Transportation Engineers Common Daily Trip Generation Rates sourced from the ITE Trip Generation Manual, 11th Edition. 2 Multi-Family trip generation based on the average trips for attached 2-4 and attached 4+ units. ITE 11.1 Edition Daily Trip Generation Rate. ITE 11th Edition notes:

Source:

Institute of Transportation Engineer's 11th Edition.

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Table 5-4: Citywide Transportation Fee Summary

Reduced Traffic Fee
Residential developments near transit stations gene rate fewer trips than traditional land use configurations that rely on vehicles as the primary mode of transportation. According to various transportation studies, measurable trip reductions result for projects that are near transit stations and where there are a diversity of land uses that promote connectivity and walkability. To account for the reduced trip rates generated by projects meeting the above characteristics, an additional trip adjustment factor is applied to new residential land uses meeting the following criteria:

1. The housing development is located within one-half mile of a transit station and there is direct access between the project and the transit station along a barrier-free walkable pathway not exceeding one-half mile in length.

2. Convenience retail uses, including a store that sel ls food, are located within one-half mile of the housing development.

3. The housing development provides either the minimum number of parking spaces required by the local ordinance, or for residential units, no more than one onsite parking space for zero to two bedroom units, and two onsite parking spaces for three or more bedroom units, whichever is less.

For purposes of this reduction, the definition of t ransit station shall be defined by California Government Code Section 65460.1, “Transit station” means a rail or light-rail station, ferry terminal, bus hub, or bus transfer station. Also, a “housing development” shall be defined by California Government Code Section 66005.1, which i s a development project with common ownership and financing consisting of residential use or mixed use where not less than 50 percent of the floorspace is for residential use.

Commercial trips often coincide with other trips (i .e., Person A stops by the store on their way home from work, Person B stops by a restaurant afte r grocery shopping, etc.) This “pass-by” trip Land Use Cost per Trip Trips
Employees
per 1,000 SF
Improvement
Fee
Administration
Fee
Total
Fee
Average
Unit Size
(SF) Fee/SF
Residential (per Unit) (per Unit) (per Unit)
Single Family 129.02 $ 9.43 - 1,216.67 $ 36.50 $ 1,253.17 $ 2,000 0.63 $ Multi Family 129.02 $ 5.64 - 727.68 $ 21.83 $ 749.51 $ 1,250 0.60 $ Non-Residential (per 1,000 SF) (per 1,000 SF) (per 1,000 SF) Commercial 129.02 $ 8.71 1.82 2,045.26 $ 61.36 $ 2,106.62 $ Office 129.02 $ 3.33 4.00 1,718.56 $ 51.56 $ 1,770.12 $ Industrial 129.02 $ 5.05 0.40 260.62 $ 7.82 $ 268.44 $ Notes:
1 An administrative fee of 3.0% is included in the fees show n for (1) legal, accounting, and other administrative support and (2) development impact fee program administration costs including revenue collection, revenue and cost accounting, mandated public reporting, and fee justification analysis.

Source:

Institute of Transportation Engineer's 11th Edition.

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reduction amount is factored into the Commercial trip generation estimates (Table 5-2) as well as the fee for commercial land use in Table 5-4.

Revenue Projections
Table 5-5 summarizes the anticipated Citywide Transportation Fee revenue collected at Buildout.

The revenue will be used to fund the transportation facilities show on Table 5-1.

Table 5-5: Anticipated Citywide Transportation Fee Collection at Buildout

Nexus Requirement Summary
The proposed Citywide Transportation Fee meets the Mitigation Fee Act Requirements, as described in this section.

Requirement 1: Identify the purpose of the fee.

The purpose of the Citywide Transportation Fee is t o fund planned transportation facilities included in Table 5-1 to serve future development. In order to accommoda te this need, new facilities must be built and/or existing facilities expanded.

Requirement 2: Identify the use of the fee.

The fee will be used to fund the planned transporta tion facilities identified in Table 5-1 and detailed in Appendix B , that are necessary to serve increased transportat ion demand. The improvements were identified through the current Ci ty General Plan Update, City identified projects, and additional City discussions, as the f acilities that are required to mitigate the impact of new development in the City.

Land Use
Proposed
Fee 1
Anticipated

Growth
(units)
Anticipated
Growth
Anticipated
Fee Collection
at Buildout 2
Residential per SF SF
Single Family $0.63 8,266 16,531,000 $10,358,077
Multi Family $0.60 24,531 30,663,915 $18,386,329
Non-Residential
per 1000 SF 1,000 SF
Commercial $2,106.62 n/a 11,488 $24,201,011
Office $1,770.12 n/a 11,468 $20,300,033
Industrial $268.44 n/a 15,565 $4,178,146
Total $77,423,596
1 Includes the administrative portion of the fee.
2 Total fee revenue may differ slightly from cost attributable to fee program due to rounding.

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Requirement 3: Determine how there is a reasonable relationship between the fee’s use and the type of development project on which the fee is imposed.

The Citywide Transportation Fees will be used to fu nd the new transportation facilities and improvements that are necessary to serve the increa se in transportation demand due to new development. The cost of the transportation improvements is spread to each land use based on the number of trips generated by each land use. This co rrelation to trips ensures that each new development pays their fair share of the transportation costs.

The cost per trip calculations is shown in Table 5-1. The fee calculation is shown in Table 5-4.

Requirement 4: Determine how there is a reasonable relationship between the need for the public facility and the type of development project on which the fee is imposed.

Each new residential and non-residential development within the City will generate additional trips that incrementally adds to the need for new traffic infrastructure and facilities to serve the increased residents and businesses within the City and ensure that traffic facilities can accommodate the increased demand. These facilities are identified i n the current City General Plan Update and through City discussions. Each new residential and non-residential development pays an impact fee based on the additional trips that is expected to be generated by the new development. To accommodate these additional trips, new transportat ion improvements will be needed city-wide.

Utilizing trips generated by each development ensur es that each type of development pays their fair share of the required new transportation facilities. This calculation is shown in Table 5-4.

The transportation facilities that are necessary fo r the new development are summarized in the planned improvements presented in Table 5-1. Each land use pays their fair share of costs base d on the number of trips generated by that land use as shown in Table 5-2. Existing development is netted out from the analysis based on existing trips (calculated on Table 5-3), to ensure that future land uses only pays their fair share of the traffic improvements, as calculated in Table 5-1. The cost per trip is then spread to each land use based on the ITE Trip Generation Rates. This calculation is shown in Table 5-4 . Utilizing trips ensures that each development pay s their fair share of the cost.

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Section 6 General Government Facilities Fee
Background
This section presents an analysis of the need for g eneral government facilities to accommodate new development in the City and the fees that are n ecessary in order to ensure that new development provides adequate funding to meet this increased need. The City does not currently have a General Government Facilities Fee and this N exus Study presents the methodology to establish the fee. The City does have a City Yard Vehicle Storage Fee that will be combined with this new General Government Facilities Fee.

The General Government Facilities Fee will fund str uctures, vehicles, and equipment related to government facilities, such as City Hall, Library, and Public Works facilities that are needed to serve the future service population of the City.

The Civic Center is located at 68700 Avenida Lalo G uererro and contains approximately 65,000 square feet. It houses the Police Department (inclu ded in a separate chapter) and city staff and administrative offices, including the Mayor’s offic e and City Council chambers. Per discussions with City Staff, there is room to expand at the cur rent location. Per the General Plan, the City’s corporate yard is located at 68385 Kieley Road, near Cathedral Canyon Drive. The facility includes two masonry buildings with a total of approximately 8,500 square feet. One building serves as a vehicle maintenance garage/workshop, and the other includes staff offices for the Public Works Department and warehousing space. The remainder of the site consists of an asphalt parking lot, which accommodates staff and City-owned vehicles. C ity staff has indicated that additional parking space is needed and that the corporate yard may be expanded in the future. Furthermore, as the City grows, especially North of I-10, additi onal general government facilities may be needed, such as library facilities.

Current Level of Service
The current level of service is based on the value of the General Government Facilities as shown below in Table 6-1. The value for the police station and jail is included in the Police Facilities Fee and not the General Government Facilities Fee. The table also shows the City’s current general government inventory of vehicles and equipment.

To determine the current level of service, the value of the existing general government facilities is divided by the existing service population to deriv e the existing level of service cost per capita/worker. The cost per capita for non-residential land uses is weighted using the factors shown in Table 3-1 to calculate the cost per worker. This calculation is shown in Table 6-2. .

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Table 6-1: General Government Facilities Inventory List

Description Address Quantity UOM Value 1,2
General Government Facilities
Maintenance & Operations 68385 Kieley Road 5,184 SF 1,0 88,179 $ Maintenance & Operations - Land 687-073-046 1.12 AC 487 ,872 $ Library 33520 Date Palm Drive 20,245 SF 8,177,754 $
Library - Land 3 673-030-016 2.60 AC 1,132,560 $
Civic Center / City Hall 4 68-700 Avenida Lalo Guerrero 36,430 SF 14,900,238 $ Civic Center / City Hall - Land 4 687-471-006 2.03 AC 884,970 $ City Hall Parking Structure 68-594 Avenida Lalo Guer rero 230,808 SF 15,942,266 $ City Hall Parking Structure - Land 687-471-008 3.18 AC 1,385,208 $ City Hall - Bell Tower 68-700 Avenida Lalo Guerrero 264 SF 921,894 $ City Hall - Bell Tower - Land 687-471-006 0.00 AC - $
Public Works Building 68-526 Avenida Lalo Guerrero 7,000 SF 333,025 $ Public Works Building - Land 687-171-007 0.00 AC - $
Subtotal General Government Facilities 45,253,966 $
Vehicles & Equipment 5
Mobile - Contractor's Equipment 289,583 $
2018 Chevy Silverado 3500 HD 75,000 $
2018 Chevy Silverado 3500 HD 75,000 $
2014 Ford F-150 Truck 55,000 $
2014 Ford F-150 Truck 55,000 $
2014 Ford F-150 Truck 55,000 $
2016 Chevy Silverado 2500 HD 55,000 $
2016 Chevy Silverado 2500 HD 55,000 $
2016 GMC Sierra 55,000 $
2016 GMC Sierra 55,000 $
2018 Ford F-150 55,000 $
2019 Chevy Tahoe 65,000 $
2019 Chevy Tahoe 65,000 $
2018 Chevy Malibu 55,000 $
2018 Chevy Malibu 55,000 $
2018 Chevy Malibu 55,000 $
2018 Chevy Malibu 55,000 $
2018 Chevy Malibu 55,000 $
2020 Ford Ranger-STVR 55,000 $
2020 Ford Ranger-STVR 55,000 $
2017 DS63 2 Flex 1 Insert Feeder 8,481 $
Mail Machine 5,914 $
HP Page Wide X L 4100 Printer & Scanner 20,646 $
Volanti Multi-Touch Display 11,199 $
Volanti Multi-Touch Display 11,199 $
Subtotal Vehicles & Equipment 1,452,022 $
Total Government Facilities 46,705,988 $
Notes:
1 Building values derived from the Cathedral City Statement of Values dated March 29, 2022 provided by Cathedral City Staff on May 11, 2022. Rounded to nearest dollar. 2 Land values derived from the Cathedral City Statement of Values dated March 29, 2022 provided by Cathedral City Staff on May 11, 2022. Rounded to nearest dollar. 3 4
5 Source:

City of Cathedral City Statement of Values and Listing of Vehicles.

Vehicle & equipment values derived from the Cathedral City Listing of Vehicles provided on March 23, 2023 and Listing of Non-Mobile Equipment List provided on March 29, 2023 by Cathedral City Staff. Excludes vehicles past their useful life.

APN 673-030-016 is listed in the County Assessor's Database as 7.890 Acres. How ever, the Library shares the parcel w ith Patriot Park and only utilizes 2.60 acres of the Parcel.

Cost allocation betw een General Government Facilities and Police based on the square footage of each use. General Government Facilities utilizes 36,430 SF of the 68,140 SF Building

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Table 6-2: General Government Facilities Existing Level of Service

Planned Level of Service
The City’s general facilities serve both residents and businesses. Demand for services and associated facilities, is based on the City’s servi ce population including residents and workers.

The City plans to maintain the current level of service per resident and worker, as shown on Table 6-2, with appropriate participation from new developme nt. Per AB 602, when applicable, the nexus study shall identify the existing level of service for each public facility, identify the proposed new level of service, and include an explanation of why the new level of service is appropriate.

This Nexus Study identifies the existing level of service per resident and worker and based on the Nexus Study analysis and discussions with City staff, it has been deemed appropriate to maintain the existing level of service. As described below, this ensures that no facility deficiencies are spread to future development.

Fee Methodology
The General Government Facilities Fee is based on t he Existing Inventory Method. This method uses a facility standard based on the ratio of existing facilities to the existing service population on a cost per unit or cost per square foot basis. Unde r this approach, new development funds the expansion of facilities at the same standard currently serving existing development. By definition, the existing inventory method ensures that no facil ity deficiencies are spread to future development.

Description Value
Existing Facilities 1
General Government Facilities 45,253,966 $
Vehicles & Equipment 1,452,022 $
Subtotal General Government Facilities 46,705,988 $
Existing Service Population 2 55,933
Total Existing Level of Service per Resident 835.03 $
Total Existing Level of Service per Worker 308.96 $
Notes:
1 2
Source:

City of Cathedral City Statement of Values and Listing of Vehicles.

Existing Facilities values derived from the Cathedral City "Statement of Values" and "Listing of Vehicles" provided by Cathedral City Staff on May 11, 2022 and March 23, 2023.

Existing Service population comprises of the 51,840 Residents and 9,934 Workers (w orkers w eighted at

0.37 based on a 45 hour w ork w eek).

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Fee Summary
The General Government Facilities Fee is distribute d across the various land uses by multiplying the cost per capita/worker by the average number of residents/workers per unit type (density) as identified in Table 3-3 (e.g. for single family residential the density assu mption is 2.85 residents per unit). For each residential land use, the fee p er unit is then converted to a fee per square foot by dividing the cost per unit by the estimated aver age unit size for each land use. For non- residential land use categories, density is shown o n a workers per 1,000 square feet basis and the fee is then calculated on the same basis. The total fee includes a three percent (3%) administrative charge to fund fee program administrative costs, in cluding but not limited to preparing annual reports, preparing fee updates, and other administr ative tasks related to the fee program administration. These calculations are shown in Table 6-3.

Table 6-3: General Government Facilities Fee Summary

Revenue Projections
Table 6-4 summarizes the anticipated General Government Facil ities Fee revenue that will be utilized to fund the construction and/or expansion of general government facilities that will serve new development. The General Government Facilities Fee will be used to fund the cost of expansions or new construction at the current City Hall for General Government Facilities, related to the growth of the City. It is anticipated that t he current City Hall may be able to accommodate a minor expansion, additional City Hall facilities may be built, or a new City Hall building will eventually be built to serve the demand of future g rowth. Additional library and public works facilities in the North area of the City may be fun ded by General Government Facilities Fee revenues as the City’s service population increases.

Land Use
Cost Per
Resident /
Worker Density
Subtotal
Fee
Administration
Fee Total Fee
Average
Unit Size
(SF) Fee/SF
Residential (per Unit) (per Unit) (per Unit)
Single Family 835.03 $ 2.85 2,379.84 $ 71.40 $ 2,451.24 $ 2,000 1.23 $ Multi Family 835.03 $ 2.51 2,095.93 $ 62.88 $ 2,158.81 $ 1,250 1.73 $ Non-Residential 2 (per 1,000 SF) (per 1,000 SF) (per 1,000 SF) Commercial 308.96 $ 1.82 562.31 $ 16.87 $ 579.18 $ Office 308.96 $ 4.00 1,235.84 $ 37.08 $ 1,272.92 $ Industrial 308.96 $ 0.40 123.58 $ 3.71 $ 127.29 $ Notes:
1 2
Non-residential density based upon USGBC LEED BD+C: New Construction | v4 - Default Occupancy Counts.

An administrative fee of 3.0% is included in the fees show n for (1) legal, accounting, and other administrative support and (2) development impact fee program administration costs including revenue collection, revenue and cost accounting, mandated public reporting, and fee justification analysis.

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Table 6-4: General Government Fee Estimated Revenue at Buildout

Nexus Requirement Summary
The General Government Facilities Fee component of this DIF Study meets the Mitigation Fee Act Requirements, as described in this section.

Requirement 1: Identify the purpose of the fee.

The purpose of the General Government Facilities Fe e is to fund the General Government Facilities needs generated by new development in th e City, such as new or expanded facilities at City Hall or new facilities in the North area of th e City. Each new resident and worker create a demand for additional general government facilities . In order to accommodate these needs, new general government facilities will be built and/or existing facilities will be expanded.

Requirement 2: Identify the use of the fee.

The General Government Facilities Fee will be used to fund new general government facilities in order to maintain the City’s existing level of serv ice. The anticipated fee revenue at Buildout is shown on Table 6-4, which will be used to fund new or expanded facilities at City Hall and new general government facilities, especially in the N orth area of the City, such as library facilities and additional corporation yard facilities. The cap ital improvement projects are identified in Appendix A.

Requirement 3: Determine how there is a reasonable relationship between the fee’s use and the type of development project on which the fee is imposed.

The fee will be used to fund new general government facilities that are necessary to serve the increased residents and workers in the City. New de velopment generates additional residents and workers which increases the demand for general gove rnment facilities. The existing inventory Land Use
Proposed
Fee 1
Anticipated
Growth
(units)
Anticipated
Growth
Anticipated
Fee Collection
at Buildout 2
Residential per SF SF
Single Family $1.23 8,266 16,531,000 $20,333,130
Multi Family $1.73 24,531 30,663,915 $53,048,573
Non-Residential
per 1,000 SF 1,000 SF
Commercial $579.18 n/a 11,488 $6,653,664
Office $1,272.92 n/a 11,468 $14,598,060
Industrial $127.29 n/a 15,565 $1,981,211
Total $96,614,638
1 Includes the administrative portion of the fee.
2 Total fee revenue may differ slightly from cost attributable to fee program due to rounding.

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method uses a facility standard based on the ratio of existing facilities to the existing service population on a cost per unit or cost per square foot basis. Under this approach, new development funds the construction of new facilities or the expansion of facilities at the same standard currently serving existing development. By definition, the existing inventory method ensures that no facility deficiencies are spread to future development.

Table 6-1 identifies the existing general government facilit ies and Table 6-2 calculates the existing cost per capita/worker. Workers are weighted less than residents to reflect lower per capita service demand. Non-residential buildings are typically occupied less than dwelling units, so it is reasonable to assume that average per-worker demand for services is less than average per-resident demand. The 0.37-weighting factor for workers is ba sed upon a 45-hour work week (40 hours of work plus 1 hour lunch break) relative to a residen t’s non-working time of 123 hours (168 hours per week less 45 work hours).

The cost per capita/worker is then allocated to eac h development type based on the estimated persons per household and employees per 1,000 squar e feet. Table 6-3 calculates the cost per square foot for the residential units based on the estimated average unit size and cost per 1,000 square feet for non-residential . Calculating the fees based on the new residents or employees projected ensures a reasonable relationship between the fees use and the type of development planned to be built.

Requirement 4: Determine how there is a reasonable relationship between the need for the public facility and the type of development project on which the fee is imposed.

Each new development is anticipated to generate new residents and workers. The addition of new residents and workers creates the need for new or e xpanded general government facilities to maintain the City’s existing level of service. The General Government Facilities Fee is based on the number of applicable workers and/or residents each new development is expected to generate, thus ensuring that the need for the facilities is directly related to a particular development’s impact.

New workers generate a smaller demand than a resident, thus one worker is considered, on average, as equivalent to 0.37 that of a resident. The fee for each unit type is calculated in Table 6-3.

As new development is constructed, new or expanded general government facilities are needed to meet the City’s existing level of service for government facilities. The fee is based on the Existing Inventory Method.

The existing level of service is calculated by taking the total general government facilities cost and dividing it by the existing service population to d erive the existing level of service cost per

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capita/worker as shown in Table 6-2. The fee for each land use is then calculated by m ultiplying the cost per capita/worker by the number of new res ident equivalents that each land use will generate and converting to a fee per square foot for residential and a fee per 1,000 square foot for non-residential as shown in Table 6-3 . Since the need for the facilities directly correl ates to the addition of new residents and workers, determining the fee based on the projected equivalent residents for each land use ensures that new develo pment pays for their fair share of the required future facilities.

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Section 7 Fire Facilities Fee
Background
This section presents an analysis of the City’s Fire Facilities Fee. The Fire Facilities Fee provides funding for fire facilities, equipment, and vehicles as a result of increased demand for fire services arising from new development. Currently the City has a Public Safety Fee that includes police and fire services. This Nexus Study proposes a separate fee for police and fire. The Fire Facilities Fee will include the fire portion of the City’s current Fire and Police Facilities/Equipment Fee and Public Safety Facilities Fee.

Currently the Cathedral City Fire Department staffs three firehouses with five to six firefighters and ambulance operators, as well as an administrative office with the fire chief, deputy fire chief, three battalion chiefs, a fire inspector and two administrative support staff.

Current Level of Service
Table 7-1 shows the City’s current fire inventory of fire st ations, vehicles and equipment that serve the City. Table 7-2 calculates the existing level of service per resident/worker.

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Table 7-1: Fire Facilities Inventory List

The total fire facilities value is divided by the existing service population to establish the existing level of service per resident/worker as shown in Table 7-2.

Description Address Quantity UOM Value 1
Fire Facilities
Fire Station #1 - 411 68-950 Buddy Rogers Avenue 9,20 0 SF 9,893,428.00 $ Fire Station #1 - 411 - Land 2 687-180-009 & 687-180-011 2.78 AC 1,210,968.00 $ Fire Station #2 - 412 32100 Desert Vista Rd. 11,018 SF 4,148,662.00 $ Fire Station #2 - 412 - Land 2 680-282-034 1.33 AC 579,348.00 $ Fire Station #3 - 413 27610 Landau Blvd. 14,000 SF 3,06 4,777.00 $ Fire Station #3 - 413 - Land 2 675-500-006 1.46 AC 635,976.00 $ Subtotal Fire Facilities 19,533,159.00 $
Vehicles & Equipment 3
2013 Ford Leader Ambulance 220,000.00 $
2016 E-450 Marque Ambulance 220,000.00 $
2016 Marque Ambulance 220,000.00 $
2002 La France Telesquirt Fire Truck 750,000.00 $
2009 Pierce Fire Truck 750,000.00 $
2013 Pierce Type 1 Pumper 750,000.00 $
Pierce Quantum Pumper Fire Truck 800,000.00 $
2014 Pierce Quantum 75' Fire Engine 800,000.00 $
2020 Chevy Suburban 115,000.00 $
2014 Ford Taurus 50,000.00 $
2020 Ford F-250 65,000.00 $
2022 Chevy Tahoe 65,000.00 $
2021 Medix F-450 Ambulance 220,000.00 $
2021 Medix F-450 Ambulance 220,000.00 $
Ambulance Cot 13,483.30 $
X Series Zoll Monitors (7) 213,223.65 $
Zoll Auto Pulse Resuscitation System (3) 29,937.67 $
Extrication Unit (Jaws of Life Tool) 39,435.49 $
Antennas & Control Station 12,204.00 $
Extractor Units 45,676.31 $
Stryker Power-Pro XT Ambulance Cot 20,033.38 $
Fire Station 412 Alerting System 119,839.04 $
Fire Station 413 Alerting System 123,148.77 $
Breathing Apparatus Scott Air Packs (45) 358,737.86 $
Subtotal Vehicles & Equipment 6,220,719.47 $
Total Fire Facilities 25,753,878.47 $
Notes:
1 Building values derived from the Cathedral City Statement of Values dated March 29, 2022 provided by Cathedral City Staff on May 11, 2022. 2 Land values derived from the Cathedral City Statement of Values dated March 29, 2022 provided by Cathedral City Staff on May 11, 2022. 3 Source:

City of Cathedral City Statement of Values and Listing of Vehicles.

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Table 7-2: Fire Facilities Existing Level of Service

Planned Level of Service
The City plans to maintain the current level of ser vice, as shown in Table 7-2, with appropriate participation from new development. Per AB 602, when applicable, the nexus study shall identify the existing level of service for each public facility, identify the proposed new level of service, and include an explanation of why the new level of service is appropriate. This Nexus Study identifies the existing level of service per resident and work er and based on the Nexus Study analysis and discussions with City staff, it has been deemed appropriate to maintain the existing level of service.

As described below, this ensures that no facility deficiencies are spread to future development.

Fee Methodology
The Fire Facilities Fee is calculated using the Existing Inventory Methodology. This method uses a facility standard based on the ratio of existing facilities to the existing service population on a cost per unit or cost per square foot basis. Under this approach, new development funds the expansion of facilities at the same standard currently serving existing development. By definition, the existing inventory method ensures that no facil ity deficiencies are spread to future development. This method is often used when a long-range plan for new facilities is not available.

Fee Summary
The Fire Facility Fee per unit is calculated by multiplying the cost per capita by the average number of resident equivalents per unit type (density). Th e cost per capita for non-residential land uses is weighted using the factors shown in Table 3-1. For residential uses, the fee per unit must then be Description Value
Existing Facilities
Fire Facilities 1 19,533,159.00 $
Vehicles & Equipment 2 6,220,719.47 $
Subtotal Fire Facilities 25,753,878.47 $
Existing Service Population 3 55,933
Total Existing Level of Service per Resident 460.44 $
Total Existing Level of Service per Worker 170.36 $
Notes:
1 Building values derived from the Cathedral City Statement of Values dated March 29, 2022 provided by Cathedral City Staff on May 11, 2022.
2 Vehicle & equipment values derived from the Cathedral City Listing of Vehicles provided by Cathedral City Staff on March 23, 2023.
3 Source:

City of Cathedral City Statement of Values and Listing of Vehicles.

Existing Service population comprises of the 51,840 Residents and 9,934 Workers (w orkers w eighted at

0.37 based on a 45 hour w ork w eek).

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converted to a fee per square foot for each unit ty pe by dividing by the average size of each unit.

The total fee includes a three percent (3%) adminis trative charge to fund fee program administrative costs, including but not limited to preparing annual reports, preparing fee updates, and other administrative tasks related to the fee p rogram administration. Table 7-3 summarizes these calculations.

Table 7-3: Fire Facilities Fee Summary

Revenue Projections
Table 7-4 summarizes the anticipated Fire Facilities Fees. Th e revenue will be applied to future fire stations and fire equipment to meet the needs of new development. According to discussions with the fire chief, the current fire stations are at full capacity and could not accommodate any additional expansion to meet additional demand. At full Buildout, an additional two fire stations will be needed. The two additional fire stations will also require fire apparatuses, ambulances, and other equipment. The City already plans to build an additional fire station at Date Palm Drive and Varner Road when required by population and busines s growth. To accommodate these stations and additional engine companies, the chief stated t hat a training facility would be needed at Buildout. Currently, the City has an agreement to utilize the CalFire Training Facility in Thousand Palms to meet firefighters training requirements. With the construction of an additional fire station and the hiring of additional firefighters, the continued use of the CalFire Training Facility will no longer be viable due to the competition for trainin g time with other agencies. As a result, as the City grows, the City plans to construct a dedicated fire training facility that ensures that the required training for all the City’s firefighters can be maintained.

Land Use
Cost Per
Resident /
Worker Density
Subtotal
Fee
Administration
Fee
Total
Fee
Average Unit
Size (SF) Fee/SF
Residential (per Unit) (per Unit) (per Unit)
Single Family 460.44 $ 2.85 1,312.25 $ 39.37 $ 1,351.62 $ 2,000 0.68 $ Multi Family 460.44 $ 2.51 1,155.70 $ 34.67 $ 1,190.37 $ 1,250 0.95 $ Non-Residential 2 (per 1,000 SF) (per 1,000 SF) (per 1,000 SF) Commercial 170.36 $ 1.82 310.06 $ 9.30 $ 319.36 $ Office 170.36 $ 4.00 681.44 $ 20.44 $ 701.88 $ Industrial 170.36 $ 0.40 68.14 $ 2.04 $ 70.18 $ Notes:
1 2
Source:

City of Cathedral City Statement of Values and Listing of Vehicles.

Workers are w eighted at 0.37 based on a 45 hour w ork w eek relative to a resident's time of 123 hours (168 hours per w eek less 45 w ork hours).

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Table 7-4: Anticipated Fire Facilities Estimated Revenue at Buildout

Nexus Requirement Summary
The Fire Facilities Fee component of this DIF Study meets the Mitigation Fee Act Requirements, as described in this section.

Requirement 1: Identify the purpose of the fee.

The purpose of the Fire Facilities Fee is to fund new development’s fair-share portion of new fire facilities, such as new fire stations and training facilities, vehicles and fire equipment required for the additional fire personnel that are necessary to mitigate the impacts of new development. Each new resident and worker creates a demand for additi onal fire facilities. In order to accommodate these needs, new fire facilities will be built and/ or existing facilities will be expanded per capita/worker.

Requirement 2: Identify the use of the fee.

The Fire Facilities Fee will be used to fund new de velopment’s fair-share portion of the fire facilities, new fire stations, training facilities, vehicles and fire equipment required to serve new development in order to maintain the City’s existing level of service. The anticipated fee revenue at Buildout is shown on Table 7-4.

The capital improvement projects are identified in Appendix A .

Land Use
Proposed
Fee 1
Anticipated

Growth
(units)
Anticipated
Growth
Anticipated
Fee Collection
at Buildout 2
Residential per SF SF
Single Family $0.68 8,266 16,531,000 $11,171,815
Multi Family $0.95 24,531 30,663,915 $29,201,123
Non-Residential
per 1000 SF 1000 SF
Commercial $319.36 n/a 11,488 $3,668,832
Office $701.88 n/a 11,468 $8,049,278
Industrial $70.18 n/a 15,565 $1,092,320
Total $53,183,368
1 Includes the administrative portion of the fee.
2 Total fee revenue may differ slightly from cost attributable to fee program due to rounding.

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Requirement 3: Determine how there is a reasonable relationship between the fee’s use and the type of development project on which the fee is imposed.

The fee will be used to fund new fire facilities th at are necessary to serve the increased residents and workers in the City. New development generates additional residents and workers which increases the demand for fire facilities. The Exist ing Inventory Method uses a facility standard based on the ratio of existing facilities to the existing service population on a cost per unit or cost per square foot basis. Under this approach, new dev elopment funds the expansion of facilities at the same standard currently serving existing develo pment. By definition, the existing inventory method ensures that no facility deficiencies are spread to future development.

Table 7-1 identifies the existing fire facilities and Table 7-2 calculates the existing cost per capita/worker. Workers are weighted less than residents to reflect lower per capita service demand.

Non-residential buildings are typically occupied le ss than dwelling units, so it is reasonable to assume that average per-worker demand for services is less than average per-resident demand. The

0.37-weighting factor for workers is based upon a 4 5-hour work week (40 hours of work plus 1 hour lunch break) relative to a resident’s non-working time of 123 hours (168 hours per week less 45 work hours).

The cost per capita/worker is then allocated to eac h development type based on the estimated persons per household and employees per 1,000 squar e feet. Table 7-3 calculates the cost per square foot for the residential units based on the estimated average unit size and cost per 1,000 square feet for non-residential . Calculating the fees based on the new residents or employees generated ensures a reasonable relationship between the fees use and the type of development project.

Requirement 4: Determine how there is a reasonable relationship between the need for the public facility and the type of development project on which the fee is imposed.

Each new development is anticipated to generate new residents and workers. The addition of new residents and workers creates the need for new fire facilities to maintain the City’s existing level of service. The Fire Facilities Fee is based on the number of applicable workers and/or residents each new development is expected to generate, thus ensuring that the need for the facilities is directly related to a particular development’s impa ct. New workers generate a smaller demand than a resident, thus one worker is considered, on average, as equivalent to 0.37 that of a resident.

The fee for each unit type is calculated in Table 7-3.

As new development is constructed, additional fire facilities are needed to meet the City’s existing level of service. The fee is based on the existing inventory method.

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The existing level of service is calculated by taking the total fire facilities value and dividing it by the existing service population to derive the exist ing level of service cost per capita/worker as shown in Table 7-2 . The fee for each land use is then calculated by m ultiplying the cost per capita/worker by the projected number of new resident equivalents that each land use will generate, and converting to a fee per square foot for residen tial and a fee per 1,000 square foot for non- residential land uses as shown in Table 7-3. Since the need for the facilities directly correl ates to the addition of new residents and workers, determin ing the fee based on the equivalent residents each land use is expected to generate ensures that each new development pays for their fair share of the required future facilities.

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Section 8 Police Facilities Fee
Background
This section presents an analysis of the City’s Pol ice Facilities Fee. The Police Facilities Fee provides funding for police facilities, equipment, and vehicles as a result of increased demand for police services arising from new development. Curre ntly the City has a Public Safety Fee that includes police and fire services. This Nexus Study proposes a separate fee for police and fire. The Police Facilities Fee will include the police porti on of the City’s current Fire and Police Facilities/Equipment Fee, Public Safety Facilities Fee, Police Community Center Fee, and Police Safety Training Site Fee.

The current police headquarters and jail is located within the City Hall building in the City.

Current Level of Service
Table 8-1 shows the City’s current police inventory of polic e facilities, vehicles and equipment.

The current value is divided by the existing servic e population to establish the existing level of service per capita. Table 8-2 calculates the existing level of service per resident/worker.

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Table 8-1: Police Facilities Inventory List

Description Quantity UOM Value 1,2
Police Facilities
Police HQ / Jail 3 31,710 SF 12,969,710.64 $
Police HQ / Jail - Land 3 1.77 AC 770,310.08 $
Subtotal Police Facilities 13,740,020.72 $
Vehicles & Equipment 4
1999 Ford E-450 Mobile Command Post 100,000.00 $
2015 Honda Motorcycle 39,700.00 $
2016 Ford Escape 48,000.00 $
2016 Ford Taurus 65,000.00 $
2016 Ford Taurus 65,000.00 $
2017 Ford C-Max 48,000.00 $
2017 Ford Explorer 65,000.00 $
2017 Ford Explorer 65,000.00 $
2017 Ford Explorer 65,000.00 $
2017 Ford Explorer 65,000.00 $
2017 Ford Explorer 65,000.00 $
2017 Ford Explorer 65,000.00 $
2017 Ford Explorer 65,000.00 $
2017 Ford Explorer 65,000.00 $
2017 Ford Explorer 65,000.00 $
2017 Ford Fusion 40,000.00 $
2017 Ford Fusion 40,000.00 $
2017 Ford Fusion 40,000.00 $
2017 Ford Fusion 40,000.00 $
2017 Ford Fusion 40,000.00 $
2018 Ford F-150 55,000.00 $
2018 Honda Accord 51,202.00 $
2020 Ford F-150 55,000.00 $
2020 Ford Fusion 65,000.00 $
2020 Ford Police Interceptor Utility 65,000.00 $
2020 Ford Police Interceptor Utility 65,000.00 $
2020 Ford Police Interceptor Utility 65,000.00 $
2020 Ford Police Interceptor Utility 65,000.00 $
2020 Ford Police Interceptor Utility 65,000.00 $
2020 Ford Police Interceptor Utility 65,000.00 $
2020 Ford Police Interceptor Utility 65,000.00 $
2020 Ford Police Interceptor Utility 65,000.00 $
2021 Ford Explorer 65,000.00 $
2021 Ford F-150 65,000.00 $
2021 Ford Police Interceptor Utility 65,000.00 $
2021 Ford Police Interceptor Utility 65,000.00 $
2021 Ford Police Interceptor Utility 65,000.00 $
License Plate Reader - Hardware & Software 14,706.00 $
License Plate Reader - Hardware & Software 14,706.00 $
Mini-Caliber Swat Robot 55,709.25 $
Security Lines US HD Cameras (2) 10,945.00 $
Motorola Handheld Radios (100) 865,514.52 $
Motorola Mobile Radios (90) 766,675.86 $
Watchguard In-Car Cameras (8) 54,996.50 $
Subtotal Vehicles & Equipment 4,005,155.13 $
Total Police Facilities 17,745,175.85 $
Notes:
1 2
3 Source:

City of Cathedral City Statement of Values and Listing of Vehicles.

Building & Land values derived from the Cathedral City Statement of Values dated March 29, 2022 provided by Cathedral City Staff on May 11, 2022.

Cost allocation betw een General Government Facilities and Police based on the square footage of each use. Police Facilities utilize 31,710 SF of the 68,140 SF Building.

Vehicle & equipment values derived from the Cathedral City Listing of Vehicles & Art provided on March 23, 2023 and Listing of Non-Mobile Equipment List provided on March 29, 2023 by Cathedral City Staff and additional input from City staff. Excludes vehicles past their useful life.

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The total police facilities value is divided by the existing service population to establish the existing level of service per resident/worker as shown in Table 8-2.

Table 8-2: Police Facilities Existing Level of Service

Planned Level of Service
The City plans to maintain the current level of ser vice, as shown on Table 8-1, with appropriate participation from new development. Per AB 602, when applicable, the nexus study shall identify the existing level of service for each public facility, identify the proposed new level of service, and include an explanation of why the new level of service is appropriate. This Nexus Study identifies the existing level of service per resident and work er and based on the Nexus Study analysis and discussions with City staff, it has been deemed appropriate to maintain the existing level of service.

As described below, this ensures that no facility deficiencies are spread to future development.

Fee Methodology
The Police Facilities Fee is calculated using the E xisting Inventory Methodology. The existing inventory method uses a facility standard based on the ratio of existing facilities to the existing service population on a cost per unit or cost per s quare foot basis. Under this approach, new development funds the expansion of facilities at th e same standard currently serving existing development. By definition, the existing inventory method ensures that no facility deficiencies are spread to future development. This method is often used when a long-range plan for new facilities is not available.

Description Value
Existing Facilities
Police Facilities 1 13,740,020.72 $
Vehicles & Equipment 2 4,005,155.13 $
Subtotal Police Facilities 17,745,175.85 $
Existing Service Population 3 55,933
Total Existing Level of Service per Resident 317.26 $
Total Existing Level of Service per Worker 117.38 $
Notes:
1 Building values derived from the Cathedral City Statement of Values dated March 29, 2022 provided by Cathedral City Staff on May 11, 2022.
2 Vehicle & equipment values derived from the Cathedral City Listing of Vehicles provided by Cathedral City Staff on March 23, 2023.
3 Source:

City of Cathedral City Statement of Values and Listing of Vehicles.

Existing Service population comprises of the 51,840 Residents and 9,934 Workers (w orkers w eighted at

0.37 based on a 45 hour w ork w eek).

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Fee Summary
The Police Facility Fee per unit is calculated by m ultiplying the cost per resident/worker by the average number of resident/worker equivalents per unit type (density). The cost per capita for non- residential land uses is weighted using the factors shown in Table 3-1. For residential uses, the fee per unit must be converted to a fee per square foot for each unit type by dividing by the average size of each unit. The total fee includes a three p ercent (3%) administrative charge to fund fee program administrative costs, including but not limited to preparing annual reports, preparing fee updates, and other administrative tasks related to the fee program administration. Table 8-3 summarizes these calculations.

Table 8-3: Police Facilities Fee Summary

Revenue Projections
Using City of Tracy’s $15,213,000 cost estimate for an 8,800 SF Police Substation and other cities’ comparable cost estimates, a new 31,700 squ are foot North City Cathedral City Police Department substation, in today’s dollars, is estimated to cost $54 million. This substation would need to be operational before Buildout. Revenues collected through development impact fees will not fully fund the required facilities. Table 8-4 shows the approximate Police Facilities Fee revenues collected at Buildout.

Table 8-4 summarizes the anticipated Police Facilities Fee re venues collected at Buildout. To ensure that the police department can meet the need s of the growing City community, the police department will eventually need to build additional police facilities. The following list provides examples of future police facilities that may be constructed as the City grows in order to maintain existing levels of service. This list is not all inclusive and may be modified as facility requirements change:

Land Use
Cost Per
Resident /
Worker Density Subtotal Fee
Administration
Fee 1 Total Fee
Average
Unit Size
(SF) Fee/SF
Residential (per Unit) (per Unit) (per Unit)
Single Family 317.26 $ 2.85 904.18 $ 27.13 $ 931.31 $ 2,000 0.47 $ Multi Family 317.26 $ 2.51 796.31 $ 23.89 $ 820.20 $ 1,250 0.66 $ Non-Residential 2 (per 1,000 SF) (per 1,000 SF) (per 1,000 SF) Commercial 117.38 $ 1.82 213.64 $ 6.41 $ 220.05 $ Office 117.38 $ 4.00 469.54 $ 14.09 $ 483.63 $ Industrial 117.38 $ 0.40 46.95 $ 1.41 $ 48.36 $ Notes:
1 2
Source:

City of Cathedral City Statement of Values and Listing of Vehicles.

Workers are w eighted at 0.37 based on a 45 hour w ork w eek relative to a resident's time of 123 hours (168 hours per w eek less 45 w ork hours).

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• A North City station (approximately 31,700 square feet) • Six-lane indoor shooting range (currently, the City has an agreement to utilize a private gun range. CCPD usage is (i) subject to competition from general public training usage and (ii) at risk of termination in the event the range permanently closes) • Locker room
• 20’x 20’ Property evidence room
• Covered and secured evidence area used for processing several vehicles and bulk evidence
• Secured parking for employee and marked vehicles
• Gym
• Lunch room
• Training center with storage space for training mats
Using City of Tracy’s $15,213,000 cost estimate for an 8,800 SF Police Substation and other cities’ comparable cost estimates, a new 31,700 square foot North City Cathedral City Police Department substation, in today’s dollars, is estimated to cos t $54 million. This substation would need to be operational before Buildout. Revenues collected th rough development impact fees will not fully fund the required facilities. Table 8-4 shows the approximate Police Facilities Fee revenu es collected at Buildout.

Table 8-4: Anticipated Police Facilities Estimated Revenue at Buildout

Nexus Requirement Summary
The Police Facilities Fee component of this DIF Study meets the Mitigation Fee Act Requirements, as described in this section.

Land Use
Proposed
Fee 1
Anticipated

Growth
(units)
Anticipated
Growth
Anticipated
Fee Collection
at Buildout 2
Residential per SF SF
Single Family $0.47 8,266 16,531,000 $7,697,743
Multi Family $0.66 24,531 30,663,915 $20,120,434
Non-Residential
per 1000 SF 1000 SF
Commercial $220.05 n/a 11,488 $2,527,951
Office $483.63 n/a 11,468 $5,546,350
Industrial $48.36 n/a 15,565 $752,701
Total $36,645,180
1 Includes the administrative portion of the fee.
2 Total fee revenue may differ slightly from cost attributable to fee program due to rounding.

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Requirement 1: Identify the purpose of the fee.

The purpose of the Police Facilities Fee is to fund new development’s fair-share portion of new police facilities, such as new police sub-stations, vehicles and police equipment required for the additional police personnel that are necessary to m itigate the impacts of new development. Each new resident and worker creates a demand for additional police facilities. In order to accommodate these needs, new police facilities will be built an d/or existing facilities will be expanded per capita/worker.

Requirement 2: Identify the use of the fee.

The Police Facilities Fee will be used to fund new development’s fair-share portion of the police facilities, new police sub-stations, vehicles and p olice equipment required to serve new development in order to maintain the City’s existing level of service. The anticipated fee revenue at Buildout is shown on Using City of Tracy’s $15,213,000 cost estimate for an 8,800 SF Police Substation and other cities’ comparable cost estima tes, a new 31,700 square foot North City Cathedral City Police Department substation, in tod ay’s dollars, is estimated to cost $54 million.

This substation would need to be operational before Buildout. Revenues collected through development impact fees will not fully fund the req uired facilities. Table 8-4 shows the approximate Police Facilities Fee revenues collected at Buildout.

Table 8-4. The capital improvement projects are identified in Appendix A.

Requirement 3: Determine how there is a reasonable relationship between the fee’s use and the type of development project on which the fee is imposed.

The fee will be used to fund new police facilities that are necessary to serve the increased residents and workers in the City. New development generates additional residents and workers which increases the demand for police facilities. The exi sting inventory method uses a facility standard based on the ratio of existing facilities to the existing service population on a cost per unit or cost per square foot basis. Under this approach, new dev elopment funds the expansion of facilities at the same standard currently serving existing develo pment. By definition, the existing inventory method ensures that no facility deficiencies are spread to future development.

Table 8-1 identifies the existing police facilities and Table 8-2 calculates the existing cost per resident/worker. Workers are weighted less than res idents to reflect lower per capita service demand. Non-residential buildings are typically occ upied less intensively than dwelling units, so it is reasonable to assume that average per-worker demand for services is less than average per- resident demand. The 0.37-weighting factor for work ers is based upon a 45-hour work week (40 hours of work plus 1 hour lunch break) relative to a resident’s non-working time of 123 hours (168 hours per week less 45 work hours).

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The cost per capita/worker is then allocated to eac h development type based on the estimated persons per household and employees per 1,000 squar e feet. Table 8-3 calculates the cost per square foot for the residential units based on the estimated average unit size and cost per 1,000 square feet for non-residential . Calculating the fees based on the new residents or employees generated ensures a reasonable relationship between the fees use and the type of development project.

Requirement 4: Determine how there is a reasonable relationship between the need for the public facility and the type of development project on which the fee is imposed.

Each new development is anticipated to generate new residents and workers. The addition of new residents and workers creates the need for new police facilities to maintain the City’s existing level of service. The Police Facilities Fee is based on the number of applicable workers and/or residents each new development is expected to generate, thus ensuring that the need for the facilities is directly related to a particular development’s impa ct. New workers generate a smaller demand than a resident, thus one worker is considered, on average, as equivalent to 0.37 that of a resident.

The fee for each unit type is calculated in Table 8-3.

As new development is constructed, additional polic e facilities are needed to meet the City’s existing level of service. The fee is based on the existing inventory method.

The existing level of service is calculated by taking the total police facilities value and dividing it by the existing service population to derive the ex isting level of service cost per resident/worker as shown in Table 8-2 . The fee for each land use is then calculated by m ultiplying the cost per resident/worker by the number of new resident equiv alents that each land use will generate and converted to a fee per square foot for residential and fee per 1,000 square foot for non-residential land uses as shown in Table 8-3. Since the need for the facilities directly correlates to the addition of new residents and workers, spreading the fee based on the equivalent residents each land use is expected to generate ensures that each new developm ent only pays for their fair share of the required facilities.

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Section 9 Implementation and Administration
Implementation
According to the California Government Code, prior to levying a new fee or increasing an existing fee, an agency must hold at least one open and publ ic meeting with at least 30 days’ notice. In addition, notice of the time and place of the meeting, including a general explanation of the matter to be considered, and a statement that the data required by this section is available, shall be mailed at least 14 days prior to the meeting to any intere sted party who files a written request with the local agency for mailed notice of the meeting on ne w or increased fees or service charges. Any written request for mailed notices shall be valid f or one year from the date on which it is filed unless a renewal request is filed. At least ten days prior to this meeting, the agency must make data on infrastructure costs and funding sources available to the public. Notice of the time and place of the meeting and a general explanation of the matter are to be published in accordance with Section 6062a of the Government Code, which states that publication of notice shall occur for ten days in a newspaper regularly published once a week or more. The new or increased fees shall be effective no earlier than 60 days following the final action on the adoption or increase of the fees.

Fee Program Administrative Requirements
The Government Code requires the City to report every year and every fifth year certain financial information regarding the fees. The City must make available within 180 days after the last day of each fiscal year the following information from the prior fiscal year:

1. A brief description of the type of fee in the account or fund.

2. The amount of the fee.

3. The beginning and ending balance in the account or fund.

4. The amount of the fee collected and the interest earned.

5. An identification of each public improvement for wh ich fees were expended and the amount of expenditures.

6. An identification of an approximate date by which t ime construction on the improvement will commence if it is determined that sufficient funds exist to complete the project.

7. A description of each interfund transfer or loan made from the account and when it will be repaid.

8. Identification of any refunds made once it is deter mined that sufficient monies have been collected to fund all fee related projects.

The City must make this information available for p ublic review and must also present it at the next regularly scheduled public meeting not less th an 15 days after this information is made available to the public.

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For the fifth fiscal year following the first depos it into the account or fund, and every five years thereafter, the City must make the following findin gs with respect to any remaining funds in the fee account, regardless of whether those funds are committed or uncommitted:

1. Identify the purpose to which the fee is to be put.

2. Demonstrate a reasonable relationship between the f ee and the purpose for which it is charged.

3. Identify all sources and amounts of funding anticip ated to complete financing any incomplete improvements.

4. Designate the approximate dates on which funding in item (3) above is expected to be deposited into the fee account.

As with the annual disclosure, the five-year report must be made public within 180 days after the end of the City’s fiscal year and must be reviewed at the next regularly scheduled public meeting.

Fee Adjustment Procedures
The DIFs may be adjusted periodically to reflect re vised facility requirements, receipt of funding from alternative sources (i.e., state, or federal g rants), revised facilities or costs, changes in demographics, changes in the average unit square fo otage, or changes in the land use plan. In addition, in July of each calendar year, the fees will be adjusted using the Construction Cost Index (CCI) for the Los Angeles Region as reported by Engineering News Record (ENR) for the twelve- month period ending in May or a similar published i ndex if the CCI Index is no longer available. For example, the adjustment for July 2024 will be determined by taking the percentage change of the Los Angeles construction cost index f rom May 2023 to May 2024. City staff will calculate the annual adjustment utilizing the CCI I ndex. The adjusted fees will be summarized in a resolution to be approved by City Council following the required noticing as outlined by section 66016 of the California Government Code.

For high-density residential projects, the non-resi dential communal portion (i.e., clubhouse, maintenance facility, gym, etc.) will not be assess ed impact fees as the impact is assumed to be captured in the residential fees. Area that are acc essible by the public (i.e., leasing office) will b e charged impact fees according to use.

Credits and Reimbursement Policies
The City may provide fee credits or reimbursements to developers who dedicate land or construct eligible facilities. Fee credits or reimbursements may be provided up to the cost of the

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improvement, as shown in this study, subject to per iodic inflation adjustments, or the actual cost paid by the developer, whichever is lower. For construction cost overruns, only that amount shown in the study, subject to periodic inflation adjustments, would be credited or reimbursed. The City will evaluate the appropriate fee credit or reimbur sement based on the value of the dedication or improvement. Credits or reimbursements may be repa id based on the priority of the capital improvements, as determined by the City. The City will determine fee credits and reimbursements on a case-by-case basis and possibly through the use of a development agreement.

Administrative Fee
An administrative fee of three (3) percent is inclu ded as part of each of the fees and may be used for costs for legal, accounting, and other administ rative support and development impact fee program administration costs including revenue collection, revenue and cost accounting, mandated public reporting, and fee justification analysis. Additionally, the administrative fee may be used to fund the impact fee nexus study updated that must be updated at a minimum every eight (8) years pursuant to AB602. Please refer to the individual f ee calculation tables for a breakdown of the administration fee.

Programming Revenues with the CIP
The City should maintain its CIP to adequately plan for future infrastructure needs. The CIP should commit all projected fee revenues and fund balances to specific projects that are necessary to serve growth as described in this report. The use of the CIP provides documentation necessary for the City to hold funds in a project account for longer than five years if necessary to collect sufficient funds to complete a project. In addition, the CIP i s required per AB602. This report outlines the projects that are to be funded with the fee program and forms the basis of the CIP, as shown in Appendix A .

Fee Reporting
Assembly Bill No. 1483, which became effective January 1, 2020, requires that public agencies make the following information available on their website. The following information must be provided:

1. A current schedule of fees, exactions, and affordab ility requirements imposed by the city, county, or special district, including any dependent special districts, of the city or county applicable to a proposed housing development project, which shall be presented in a manner that clearly identifies the fees, exact ions, and affordability requirements that apply to each parcel.

2. All zoning ordinances and development standards, wh ich shall specify the zoning, design, and development standards that apply to each parcel.

3. The list of information required to be compiled pursuant to Section 65940.

4. The current and five previous annual fee reports or the current and five previous annual financial reports, which were required pursuant to subdivision.

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5. An archive of impact fee nexus studies, cost of service studies, or equivalent, conducted by the city, county, or special district on or after January 1, 2018.

Any updates to the above information must be available within 30 days.

Accessory Dwelling Units
An accessory dwelling unit (ADU) is a second unit t hat is attached or detached from a single- family home. In accordance with Assembly Bill No. 8 81 approved on October 9, 2019, fees will not be charged for an ADU that is less than 750 square feet. For an ADU that is 750 square feet or larger, the ADU will be charged proportionately in relation to the square footage of the primary dwelling unit. Since the residential fees are now b eing charged on a square footage basis, ADU fees will be calculated by multiplying the Single-F amily Residential fee by the ADU’s square footage.

Specialized Development Projects
The fees in this Report may not apply to specialize d development projects such as golf courses, cemeteries, sports stadium, or other specialized la nd uses. For specialized development projects the City will review the development’s impacts to d etermine the applicable fees. The fee rates presented in this Report may be reduced, exempted, or waived under certain circumstances as determined by the City. Any exemption or reduction in fees will be based on the City’s independent analysis and review of the subject property. In add ition, for reuse, density increasing, or rezone projects, the developer shall only be responsible f or paying fees for the intensification of the development. In cases of disaster, impact fees will not be charged on the rebuilding of the structures that were affected by the disaster to th e extent that the overall size and use of the new structure is similar to the structure destroyed by the disaster. The City will review the development’s increased impacts to determine the applicable fees.

Some developments may include more than one land use type. In these cases, the fee is calculated separately for each land use. The City has the disc retion to impose the fees based on the specific aspects of a proposed development regardless of zoning. The fee imposed should be based on the land use type that most closely represents the impacts of the development.

Rebuild or Expansion Projects
For reuse, expansions, density increasing, or rezon e projects, the developer shall only be responsible for paying fees for the intensification or expansion. For example, if a homeowner wishes to build an addition to their home that is 1 00 square feet, the homeowner would be responsible for paying fees for the 100 square foot addition. The City will review the new development’s impacts to determine the applicable fees on a case by case basis.

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In cases of rebuilding a structure after a demolition, impact fees will not be assessed on the rebuild to the extent that the overall size and use of the new structure is similar to the structure prior to demolition. Similarly, in cases of disaster, impact fees will not be charged on the rebuilding of the structures that were affected by the disaster to th e extent that the overall size and use of the new structure is the same as the structure destroyed by the disaster. Impact fees for the new structure will be calculated based on the new rebuilt structu re and the fees paid for the previous structure, and the difference between these fees will be asses sed. No refunds will be made for rebuilds that have a lower impact fee than the previous structure.

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Appendix A: Capital Improvement Plan

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Table A-1: Capital Improvement Plan

Item Total Project Cost
Other Funding Sources/
Amount Expended DIF Project Cost
Park Improvements
Park Facilities (Assumes 255.39 acres) 1 $191,542,500 n/a $191,542,500 Subtotal Park Improvement Costs $191,542,500 $0 $191,542,500 General Government Facilities
City Hall (Expansion and new facilities) $59,380,900 $0 $59,380,900 Library Expansion or New Facilities $34,501,500 $0 $34,501,500 Subtotal General Government Facilities Costs $93,882,400 $0 $93,882,400 Fire Facilities
North Area Fire Station #1 $9,800,000 $0 $9,800,000
North Area Fire Station #1 Apparatuses $2,000,000 $0 $2,000,000 North Area Fire Station #1 Land $871,200 $0 $871,200
North Area Fire Station #2 $9,800,000 $0 $9,800,000
North Area Fire Station #2 Apparatuses $2,000,000 $0 $2,000,000 North Area Fire Station #2 Land $871,200 $0 $871,200
Fire Training Facility $15,000,000 $0 $15,000,000
Subtotal Fire Facilities Costs $40,342,400 $0 $40,342,400 Police Facilities
North City Police Station $54,801,375 $0 $54,801,375
Subtotal Police Facilities Costs $54,801,375 $0 $54,801,375 Roads and Intersections
Date Palm Drive (Vista Chino to Gerald Ford Drive) $7,577,838 $2,374,279 $5,203,559 Dinah Shore Drive (Whispering Palms to Pumley Road) $1,743,769 $546,355 $1,197,413 East Palm Canyon Drive (West City Limits to East Bu ddy Rodgers) $3,833,332 $1,201,055 $2,632,277 Perez Road (Campbell Street to Date Palm Drive) $1,349,069 $422,689 $926,380 Ramon Road (Landua Blvd to Da Vall Drive) $4,111,915 $1,288,340 $2,823,575 Varner Road (Palm Drive to Bob Hope) $24,889,298 $7,798,285 $17,091,013 Vista Chino (City Limits to Date Palm Drive/End) $3,681,251 $1,153,405 $2,527,846 Valley Center Road (Palm Drive to Bob Hope) $28,036,619 $8,784,400 $19,252,220 Date Palm Drive / Varner Road $1,800,000 $563,974 $1,236,026 Date Palm Drive / Valley Center Road $1,800,000 $563,974 $1,236,026 Date Palm Drive / Tachevah Drive $1,800,000 $563,974 $1,236,026 Varner Road / Edom Hill Road $1,200,000 $375,983 $824,017 Varner Road / Mountain View Road $1,200,000 $375,983 $824,017 Landau Blvd / Tachevah Drive $1,200,000 $375,983 $824,017 Cathedral Canyon Drive / 33rd Avenue $1,200,000 $375,983 $824,017 Dinah Shore / Whispering Palms Trail $1,200,000 $375,983 $824,017 East Palm Canyon / Margot Murphy Way $1,800,000 $563,974 $1,236,026 East Palm Canyon / Cree Road $1,800,000 $563,974 $1,236,026 Subtotal Roads and Intersections Costs $90,223,091 $28,268,590 $61,954,501 Bikeways & Multi-Modal Facilities
Off Street (CV Link) (Date Palm Dr to Palm Springs Motors/Motel 6) $646,272 $202,489 $443,783 Ramon Road (Landau Blvd to DaVall) $1,910,304 $598,534 $1,311,770 Valley Center Boulevard (Palm Drive to Varner/Bob Hope) $6,966,432 $2,182,714 $4,783,718 Varner Rd (Palm Drive to Bob Hope Drive) $7,289,568 $2,283,959 $5,005,609 Bob Hope Dr/Rio Del Sol (20th Avenue to I-10) $798,336 $250,134 $548,202 East Palm Canyon Drive (Golf Club to Buddy Rogers Avenue) $176,616 $55,337 $121,279 Date Palm Drive (Varner Road to East Palm Canyon Drive) $459,360 $143,926 $315,434 Perez Road (East Palm Canyon to Kyle Road (East)) $26,136 $8,189 $17,947 Gerald Ford Drive (Date Palm to Da Vall) $78,408 $24,567 $53,841 Da Vall Drive (Varner Road to Dinah Shore Drive) $256,608 $80,400 $176,208 Santoro Drive (McCallum Way to Ramon Road) $39,600 $12,407 $27,193 Tachevah Drive (Santoro to Vista Chino) $18,216 $5,707 $12,509 Vista Chino (Date Palm to Da Vall) $95,040 $29,778 $65,262 Palm Drive (Varner Road to I-10) $72,072 $22,582 $49,490 Landau Boulevard (Valley Center Boulevard to Vista Chino) $96,624 $30,274 $66,350 Off Road (Perez Road to Civic Center North) $11,880 $3,722 $8,158 Off Street (CV Link) (Wash/Cat Canyon Golf Club to Date Palm Drive) $102,960 $32,259 $70,701 Off Road (CV Link) (Dinah Shore to Cat Canyon Golf Club) $40,392 $12,656 $27,736 Landau Boulevard (Vista Chino to 30th Avenue) $158,400 $49,630 $108,770 Subtotal Bikeways & Multi-Modal Facilities Costs $19,084,824 $5,979,634 $13,105,190 Total Capital Improvement Projects $489,876,590 $34,248,223.67 $455,628,366.23 Notes:
1 The specific location of Park improvements w ill be dictated by the individual developments and cannot be determined at this time. It is anticipated that Parks w ill be provided w ithin residential development projects.

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Appendix B: Transportation Cost Details

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Table B-1: Street and Traffic Signals

Street / Traffic Signals Beginning Location End Locat ion Total Cost Street Improvements
Date Palm Drive Vista Chino Gerald Ford Drive 7,577,83 7.88 $ Dinah Shore Drive Whispering Palms Pumley Road 1,743, 768.63 $ East Palm Canyon Drive West City Limits East Buddy Ro gers 3,833,332.38 $ Perez Road Campbell Street Date Palm Drive 1,349,068.7 5 $ Ramon Road Landua Blvd Da Vall Drive 4,111,915.25 $
Varner Road Palm Drive Bob Hope 24,889,298.00 $
Vista Chino City Limits Date Palm Drive/End 3,681,250 .63 $ Valley Center Road Palm Drive Bob Hope 28,036,619.40 $
Subtotal Street Improvements 75,223,090.90 $
Traffic Signals
Date Palm Drive / Varner Road Date Palm Drive Varner Road 1,800,000.00 $ Date Palm Drive / Valley Center Road Date Palm Drive Valley Center Road 1,800,000.00 $ Date Palm Drive / Tachevah Drive Date Palm Drive Tac hevah Drive 1,800,000.00 $ Varner Road / Edom Hill Road Varner Road Edom Hill Ro ad 1,200,000.00 $ Varner Road / Mountain View Road Varner Road Mountain View Road 1,200,000.00 $ Landau Blvd / Tachevah Drive Landau Blvd Tachevah Dri ve 1,200,000.00 $ Cathedral Canyon Drive / 33rd Avenue Cathedral Canyo n Drive 33rd Avenue 1,200,000.00 $ Dinah Shore / Whispering Palms Trail Dinah Shore Whi spering Palms Trail 1,200,000.00 $ East Palm Canyon / Margot Murphy Way East Palm Canyo n Margot Murphy Way 1,800,000.00 $ East Palm Canyon / Cree Road East Palm Canyon Cree R oad 1,800,000.00 $ Subtotal Traffic Signals 15,000,000.00 $
Total Street Improvements & Traffic Signal Faciliti es 90,223,090.90 $ Notes:
1 Future street improvements and traffic signal facilities developed by the City of Cathedral City Engineering Department.

Source:

City of Cathedral City.

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Table B-2: Future Bikeways and Multi-Modal Facilities

Street/Path Segment Classification
Length
(mi.) Total Cost
Class I
Off Street (CV Link) Date Palm Dr to Palm Springs Mo tors/Motel 6 Class I Future 0.68 646,272.00 $ Ramon Road Landau Blvd to DaVall Class I Future 2.01 1,910,304.00 $ Valley Center Boulevard Palm Drive to Varner/Bob Hop e Class I Future 7.33 6,966,432.00 $ Varner Rd Palm Drive to Bob Hope Drive Class I Future 7.67 7,289 ,568.00 $ Bob Hope Dr/Rio Del Sol 20th Avenue to I-10 Class I F uture 0.84 798,336.00 $ Subtotal Class I 18.53 17,610,912.00 $
Class 2
East Palm Canyon Drive Golf Club to Buddy Rogers Ave nue Class II Future 2.23 176,616.00 $ Date Palm Drive Varner Road to East Palm Canyon Driv e Class II Future 5.80 459,360.00 $ Perez Road East Palm Canyon to Kyle Road (East) Class II Future 0.33 26,136.00 $ Gerald Ford Drive Date Palm to Da Vall Class II Futur e 0.99 78,408.00 $ Da Vall Drive Varner Road to Dinah Shore Drive Class II Future 3.24 256,608.00 $ Santoro Drive McCallum Way to Ramon Road Class II Future 0.50 39,600 .00 $ Tachevah Drive Santoro to Vista Chino Class II Future 0.23 18,216.00 $ Vista Chino Date Palm to Da Vall Class II Future 1.20 95,040.00 $ Palm Drive Varner Road to I-10 Class II Future 0.91 72,072.00 $ Landau Boulevard Valley Center Boulevard to Vista Ch ino Class II Future 1.22 96,624.00 $ Subtotal Class II 16.65 1,318,680.00 $
Off Road Shared NEV/Bike
Off Road Perez Road to Civic Center North Off Road Shared NEV /Bike 0.15 11,880.00 $ Off Street (CV Link) Wash/Cat Canyon Golf Club to Da te Palm Drive Off Road Shared NEV/Bike 1.30 102,960.00$ Off Road (CV Link) Dinah Shore to Cat Canyon Golf Cl ub Off Road Shared NEV/Bike 0.51 40,392.00 $ Landau Boulevard Vista Chino to 30th Avenue Off Road Shared NEV/Bike 2.00 158,400.00 $ Subtotal Off Road Shared NEV/Bike 3.96 313,632.00 $
Total Future Bikeways & Multi-Modal Facilities 39.14 19,243,224.00 $ Notes:
1 Future bikew ays & multi-modal facilities derived from the City of Cathedral City Comprehensive General Plan dated July 1, 2019. 2 Cost estimates per mile provided by the City of Cathedral City on August 18, 2022.

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101 Progress, Suite 250, Irvine, CA 92618  p: 949.655.3900  f: 866.785.0180  www.WeAreHarris.com

MEMORANDUM
To: Charles McClendon, City of Cathedral City
From: Megan Quinn, Harris & Associates
RE: DVBA Development Impact Fee Study Comments
Date: September 21, 2023
CC: Stone James, City of Cathedral City, Kevin Biersack, City of Cathedral City, Adam Marston, Harris & Associates, Desert Valley Building Association
Dear Mr. McClendon,
Harris & Associates has reviewed the memo provided by the Desert Valley Building Association (DVBA) on August 15,
, 2023 regarding the AB1600 Fee Justification Nexus Study for the City of Cathedral City dated July 2023. Harris and the City of Cathedral City (City) met with the DVBA on September 13, 2023 to discuss the memo and this memorandum summarizes our responses discussed in the meeting as well as additional quantitative information.

Please see our response to the August 15, 2023 memo below. Please forward our response to the DVBA.

Administrative Fee
The DVBA memo stated that the Nexus Study fails to support a quantitative nexus for a percentage of fe es to be collected for administrative purposes. The DVBA lis ts the acceptable uses of the Administrative Fee as “the costs to draft the development impact fee study, annual reports and fee updates. All other uses are already paid for by the development community via land use, regulatory and service fees.” The uses of the Administrative F ee collected in association with development impact fe es has several additional appropriate uses that are not covered by land use, regulatory and service fees th at the DVBA may not have considered. These addition al appropriate include:

1. Facility Master Planning

2. Credit and Reimbursement Administration

3. Program Management

While the cost of master plans may be estimated by the City prior to the adoption of a Nexus Study, pro gram management and the administration of credits and re imbursements are difficult to quantify up front as these costs are dependent on the timing of development and whether the development community elects to construct the facilities included in the Impact Fee Nexus study.

The collection of an administrative fee as a percen tage of the development impact fees is done in juri sdictions throughout the state and is an industry standard. W hile the percentage of the administrative fee varie s from jurisdiction to jurisdiction, it typically falls wi thin the three percent to six percent range. The Ci ty’s proposed Development Impact Fee Nexus Study currently uses three (3) percent. This is based on conversations with DVBA, discussions with City staff on the necessary costs to administer the Impact Fee Program, costs for annual AB1600 reports and five-year reports, development impact fee updates every eight (8) years per AB602, legal support, and master plans necessary to support the development i mpact fee update. Please see the estimated annual c ost below, based on the estimated total costs necessary over an eight year period, as well as the estimate d

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2 administrative annual revenue collected. As shown b elow, the estimated cost is higher than the estimat ed revenue collected.

Estimated Annual Administration Fee Revenue

Estimated Annual Administration Fee Expenses

Park Facility Improvements
Harris reviewed the comments on the Park Facility improvements and discussed the comments with the City. The existing level of service for parks within the City does fall below the City Standard of (3) acres per 1,000 residents.

Nonetheless, the City Standard is utilized to calcul ate the Park Facilities Fee as it is an appropriate City Standard set by the General Plan. The City has significant growth projected in the North area of the City, and it is appropriate for new development to meet this City Standard. New development is expected to pay the fee that results in meeting the City Standard and will not be expected to fund existing deficiencies. Government Code 66001 states, “A fee shall not include the costs attributable to existing deficiencies in public facilities, but may include the costs attributable to the increased demand for public fac ilities reasonably related to the development proje ct in order to (1) refurbish existing facilities to maintain the existing level of service or (2) achieve an adopted level of service that is consistent with the general plan”. The Par k Facilities Fee achieves an adopted level of servi ce that is consistent with the City’s adopted General Plan. Th is approach, therefore, is consistent with the Miti gation Fee Act. AB602 requires that when applicable, the nexus study identifies the existing level of service for each public facility, identifies the proposed new level of serv ice, and includes an explanation of why the new lev el of service Fee Category
Total
Fee
Revenue
Admin.

Fee
(3%)
Estimated
Annual
Admin. Fee
(40 Years)
Parks $197,139,504 $5,914,185 $147,855
Transportation $77,423,596 $2,322,708 $58,068
General Gov $96,614,638 $2,898,439 $72,461
Fire $53,183,368 $1,595,501 $39,888
Police $36,645,180 $1,099,355 $27,484
Total $461,006,285 $13,830,189 $345,755
Item
Total
Estimated
Average
Cost (8 Years)
Annual
Amount
Legal (assumes 20 hours Annually) $52,160 $6,520
.5 FTE for Accounting / Admin @ @ $132/hour Uniform Billing Rate $1,098,240 $137,280 Development Impact Fee Nexus Study $100,000 $12,500
Transportation Master Plan $800,000 $100,000
Public Safety Master Plan $250,000 $31,250
Public Facilities Master Plan $500,000 $62,500
Parks Master Plan $400,000 $50,000
Annual Report / Five-Year Report $120,000 $15,000
Total $3,320,400 $415,050

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3 is appropriate. This Nexus Study meets that requirement and explains why the new level of service is appropriate based on the General Plan standard.

Furthermore, the Nexus Study includes a description of the City’s existing undeveloped parkland. The Ci ty has identified required funding sources for some of the parkland. The City has shown an ongoing commitment of finding funding for parks through grants, general f und revenue, and other funding sources. Funding for parks is outlined as an action item in the City’s 5 Year Str ategic Plan and discussed in the City’s recently ad opted 2040 General Plan. The City currently owns enough parkla nd that, when developed, the City will meet or exce ed the General Plan standard of (3) acres per 1,000 residents.

The City has been successful in securing grants for park facilities in the past. The City was awarded $6.4 million in grant funding for the Ocotillo Park ($5 million) an d the Amphitheater ($1.4 million) as well as $8.498 million for the Dream Homes Park. The City has demonstrated a s uccessful track record and commitment to pursuing g rant funding for parks and will continue to aggressively target and pursue grants for parks. Furthermore, the City’s 5- year CIP budget has planned $1.56 million of General Fund revenue to fund parks. The City will continue to identify funding sources and explore partnerships for joint- use facilities to develop the City’s undeveloped pa rkland.

Furthermore, the City has an existing fund balance for the Park and Recreation Facilities Fee of $899, 554 as of 06/30/2022 per the City’s AB1600 annual report.

Transportation Facilities
The DVBA details that existing developments’ fair s hare of the future transportation improvements whic h amounts to $34,297,853.37 include existing deficien cy. The existing developments fair share of future transportation facilities are not an existing defic iency as these proposed improvements have not yet b een triggered nor are they required prior to new development occurring. As such they cannot be considered an existing deficiency.

As new development moves forward, the additional tr ips generated by new development will cause a need for new transportation improvements. The Nexus Study ackn owledges that existing development will benefit fro m these new transportation improvements once they are constructed and as such existing developments’ fair share of the improvements (based on trip generation rates ) are removed from the calculation and those costs are not spread to new development.

The DVBA further details that if the City were to u se General Fund monies, they would need to use it p rior to the Nexus Study being implemented. Because the improveme nts are not an existing deficiency and have not bee n triggered at this time, the expenditure of General Fund monies upfront is not required and funds may be allocated in the future to pay for existing developments’ fai r share. The City may also offset this contribution through the acquisition of grants or other funding sources. Aga in, the approximately $34.3 million is the fair sha re cost allocated to new development based on the new trans portation improvements necessary to serve new development, not the costs to remedy any existing deficiencies.

General Government, Fire, and Police Facilities
The DVBA asks for clarification of the valuation used for a number of City vehicles. All costs included in the Nexus study were based on the City’s 2021 insurance valua tions. However, Harris acknowledges and appreciates the concerns of the DVBA and coordinated with City staf f to confirm the valuations included in the Nexus S tudy are accurate. City staff confirmed the valuations inclu ded in the Nexus Study are accurate with the except ion of the following vehicles, which have had their costs updated to be in line with the replacement cost of these vehicles:

• Ford Taurus replacement cost reduced to $50,000.
• Honda Motorcycle replacement cost reduced to $39,70 0 based on the costs of fully outfitted Honda Motorcycles and recently purchased and fully outfitted BMW Motorcycles for the City.

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4 • Ford C-Max replacement cost reduced to $48,000 to reflect the cost of a Ford Escape with all equipment. • Ford Fusion replacement cost reduced to $40,000 to reflect the cost of a Chevy Malibu with all equipment. • Honda Accord replacement costs to approximately $51,000 with all equipment.

Additionally, the DVBA states that the current leve l of service should be based on the current depreci ated value of vehicles and equipment rather than replacement v alue. Harris acknowledges that depreciation schedul es are critical in accounting for vehicles and it ensures that vehicles that have reached the end of their us eful life are excluded if the City has chosen to not replace them . However, for vehicles and equipment that have not fully depreciated, the City has a maintenance and capital replacement plan to account for the replacement of these vehicles once they reach the end of their useful li fe. These vehicles themselves establish the existin g level of service rather than the value of these vehicles/equipment.

As stated above, the total quantity of vehicles that are in service and have not reached the end of their useful life establishes the existing level of service. In order to ensure that this existing level of service is m aintained as new development occurs, the fee calculations must utili ze the replacement cost of the existing vehicles in service. If replacement costs are not utilized and depreciated value is utilized instead, the fees new development pays will only allow the City to purchase a portion of the required vehicles.

For example, the City currently maintains 37 police vehicles that are still within their useful life expectancy which serve a current population of 55,933. Based on this , the existing level of service is 1 police vehicle per approximately 1,512 persons. In order to maintain the existing level of service, replacement costs must be utilized in the calculations. If the vehicles depreciated value is used, new development will be providing police vehicles at a level of service less than 1 vehicle per 1,512 persons.

The below calculations demonstrates this point and utilizes a depreciated value factor of 60% for all 37 vehicles which is a conservative estimate and may not represent the current depreciated value of each vehicle.

Please let me know if you have any additional questions.

Signature on following page

Description Value
Police Vehicles in Service 37
Existing Service Population 55,933
Persons Served by Each Vehicle 1,512
Replacement Cost for 36 Vehicles in Service $2,221, 902 Assumed Depreciated Value for 36 Vehicles in Servic e $888,761 Average Cost of Police Vehicles $60,051
Vehicles that Can be Purchased using Fees based on Replacement Cost 37 Vehicles that Can be Purchased using Fees based on Depreciated Cost 15 Depreciated Value Percentage of Existing Level of S ervice 60% Persons Served by Each Vehicle using Depreciated Va lue $3,779

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5 Respectfully,

Megan Quinn
Director, Municipal District Financing
(916) 306-5704
[email protected]

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4857-5894-7453 v3
RESOLUTION NO. _____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CATHEDRAL CITY, CALIFORNIA, ADOPTING THE “ AB 1600 FEE JUSTIFICATION NEXUS STUDY CITY OF CATHEDRAL CITY” AND ESTABLISHING AND

INCREASING DEVELOPMENT IMPACT FEES APPLICABLE TO ALL

DEVELOPMENT IN THE CITY OF CATHEDRAL CITY

WHEREAS, on January 25, 2006, the City Council adopted Resolution No. 2006-1 adopting an impact fee study and establishing new development impact fees applicable to all development in the City of Cathedral City; and

WHEREAS, the City desired to review its development impact fees to ensure they accurately reflect the impacts of future development on certain capital facilities and improvements; and

WHEREAS, the City contracted with Harris & Associates (Harris) to complete an impact fee study report to analyze the impacts of future development on certain public facilities and to calculate impact fees based on that analysis; and,

WHEREAS, Harris prepared the “ AB 1600 Fee Jus tification Nexus Study City of Cathedral City Final – September 2023” (the “DIF Study”) attached hereto as Exhibit “A”, which analyzes the impacts of new development on five (5) categories of public facilities and calculates the fees that should be imposed on new development to mitigate the impact the new development has on each category of public facilities (the “Impact Fees”); and

WHEREAS, in compliance with the Mitigation Fee Act (Government Code section 66000 et seq.)(the “Act”), the City Council held a public hearing on the DIF Study at its meeting on September 27, 2023. Notice of the public hearing was published on August 27, 2023, in the Desert Sun Newspaper; and,

WHEREAS, in further compliance with the Act, the City Council held a public hearing on the Impact Fees at its meeting on October 11, 2023. Notice of the public hearing was published on September 29, 2023, and on October 6, 2023, in the Desert Sun Newspaper;

NOW, THEREFORE, the City Council of the City of Cathedral City does hereby resolve as follows:

Section 1. Recitals. The recitals set forth above are true and correct and incorporated herein by this reference as a substantive part of this Resolution.

Section 2. CEQA Findings. The City Council hereby finds that the adoption of this Resolution is not subject to CEQA re view pursuant to CEQA Guideline 15378(b)(4), which provides that the creation of government funding mechanisms or other government fiscal activities

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that do not involve any commitment to any specific project are not projects subject to CEQA review.

Section 2. Mitigation Fee Act Findings. As required by Government Code Section 66001(a), the City Council makes the following findings with respect to the Impact Fees:

A. The purpose of the Impact Fees is to prevent new development from reducing the quality and availability of public services provided to residents of the City by requiring new development to contribute to the cost of additional public facilities needed to meet the additional demands placed on public services by new development.

B. The Impact Fees will be used to construct public facilities and pay for other capital assets needed to serve new development. The DIF Study identifies the specific public facilities and other capital assets that will be funded by each category of Impact Fees.

C. Based on the information and analysis presented in the DIF Study, the City Council finds there is a reasonable relationship between the uses to which the Impact Fees will be put and the development projects on which the Impact Fees will be imposed. As specified in the DIF Study, the Impacts Fees will be used to fund traffic signalization, road and traffic facilities, interchanges and bridges, bikeway facilities, and trail facilities ; structures, vehicles, and equipment related to government facilities, including expanding City Hall, new library facilities, and additional corporation yard facilities; new fire stations and training facilities, vehicles and fire equipment; and new police facilities, including new police sub-stations, vehicles and police equipment. These uses will serve all development within the City. In addition, the Impact Fees will fund new neighborhood, mini and community parks. These uses will specifically benefit residential development, and thus the Impact Fees for these facilities will only be imposed on new residential development.

D. Based on the information and analysis presented in the DIF Study, the City Council finds there is a reasonable relationship between the need for the public facilities that will be funded by the Impact Fees and the type of development projects on which the Impact Fees will be imposed. Specifically, all new development places demands on streets and intersections, bridges, trails, City Hall, the Library, the City’s corporation yard, fire facilities, and police facilities. Therefore all new all new development should contribute toward the cost of the public facilities and equipment needed to provide these services and infrastructure to the development. In addition, residential development places demands on open space, pa rk, and community performance and event facilities , and therefore only residential development should be required to contribute toward the facilities and equipment needed to provide these services.

Section 3. Adoption of DIF Study. The DIF Study attached as Exhibit “A” is hereby approved and adopted.

Section 4. Adoption of Impact Fees. The Impact Fee Schedule, attached hereto as Exhibit “B”, is adopted.

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Section 5. Effective Date. This resolution shall become effective on January 1, 2024, pursuant to Government Code Section 66017.

Section 6. Annual Adjustment. The Impact Fee Schedule attached hereto as Exhibit “B” shall be increased on July 1 of each year, beginning on July 1, 202 4, by an amount equal to the average percentage change over the previous year in the California Construction Cost Index.

APPROVED AND ADOPTED this 11th day of October, 2023.

___________________________
Rita Lamb, Mayor
ATTEST:

________________________________
Tracey R. Hermosillo, CMC, City Clerk

APPROVED AS TO FORM:

____________________________
Eric S. Vail, City Attorney

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STATE OF CALIFORNIA )

COUNTY OF RIVERSIDE ) ss.

CITY OF CATHEDRAL CITY )

I, Tracey R. Hermosillo , CMC, City Clerk of the City of Cathedral City, California, do hereby certify that Resolution No. _______ was duly and regularly adopted by the City Council of the City of Cathedral City at a regular meeting thereof held on the 11th day of October, 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

___________________________________

CITY CLERK

(SEAL)

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EXHIBIT A

DIF STUDY

(under separate cover)

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EXHIBIT B

IMPACT FEE SCHEDULE

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Staff Report

City Council

Item No. 7.A

Meeting Date: October 11, 2023
From: Ryan Hunt, Communications and Events Manager
Title: Salvation Army/Veterans Village Home Depot Event

City Council

RECOMMENDATION:

To approve the SUP for the Home Depot 365 Foundation beautification event on Oct. 24, 2023, at Salvation Army and Veterans Village.

BACKGROUND:

The Home Depot Foundation works to improve the homes and lives of U.S. veterans, train skilled tradespeople to fill the labor gap and support commu nities impacted by natural disasters. Since 2011, the Foundation has invested more than $475M in veteran causes and improved more than 55,000 veteran homes and facilities. The Foundation has pledged to invest half of a billion dollars in veteran causes by 2025 and $50 million in training the next generation of skilled tradespeople through the Path to Pro program. 365 Connect is a 501c3 whose mission is to connect corporations and donors with nonprofit organizations. They work closely with the Home Depot Fou ndation to find projects that are a fit for the Foundation to sponsor and support . After reaching out to Communications/Events based on a news release published about the Veterans Village grand opening , the Communications & Events Manager put them in conta ct with Veterans Village and The Salvation Army to see if there was a fit.

They informed The Salvation Army and Veterans Village are “Co -Recipients” as the property/location to host the Home Depot Coachella Valley event on Oct ober 24, 2023, for the $200K Home Deport 365 Foundation “Beautification Grant.”

DISCUSSION:

On Oct. 24, 2023, precisely 410 volunteers and 30 crew leaders from all over the nation will represent The Home Depot Foundation to provide property upgrades and fixes to Veterans Village and The Salvation Army property.

Here is just a sample of the work they will do for Veterans Village and The Salvation Army:

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• Painting of interior walls in most of our building (excluding the chapel), • Flooring
• Upgrading the look of Mr. Willard’s Closet with a “Café atmosphere on the outside, installing shading, water misters, carport and storage for EDS and Bus. • In addition, they will build benches and tables around the courtyard. • New landscaping

365 Connect, The Salvation Army and Veterans Village hav e been working alongside the City’s Planning Department to secure any necessary permits prior to the Oct ober 24 volunteer event. Communications/Events sees this project as a tremendous opportunity to promote and tell the story of the Coachella Valley’s lov e and community service/assistance to veterans and their families.

FISCAL IMPACT:

The Home Depot Foundation’s “Beautification Grant” has a value of $200,000. These improvements will help enhance the experience for residents of Veterans Village and frequent users of The Salvation Army venue.

FIVE-YEAR STRATEGIC PLAN:

Action F-6: Promote additional community events and celebrations.

ATTACHMENTS:

SUP Salvation Army

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Staff Report

City Council

Item No. 7.B

Meeting Date: October 11, 2023
From: Anne Ambrose, Assistant City Manager
Title: Approval of Public Arts Funding for SCRAP Gallery

City Council

RECOMMENDATION:

Staff recommends the City Council approve the Public Arts Commission recommendation to fund the S.C.R.A.P Gallery Dia de los Muertos event at the Desert Lawn Cemetery in the amount of $750. This is the Public Arts Commission's first public arts education expenditure for FY 2023/24.

BACKGROUND:

At the September 12, 2023 Public Arts Commission meeting, the Commission considered a funding request from the S.C.R.A.P Gallery to support the Dia de los Muertos (Day of the Dead) Cathedral City student art contest in the amount of $750 to be funded by the Public Arts Educational Fund. The S.C.R.A.P. Gallery is sponsoring the Dia de Los Muertos event at Desert Memorial Park on October 28, 2023, a traditional celebration to honor the memory of loved ones. The event promotes education, awareness, understandin g and community building. The S.C.R.A.P. Gallery is requesting funding in the amount of $750 to support the student art contest portion of the event.

DISCUSSION:

During the discussion of the Commission, the Commission identified the requested funding could not be used for prizes for the arts contest pursuant to the Municipal Code.

Karen Riley from the S.C.R.A.P Gallery requested the funding request be modified to use the requested funds for art supplies and student art activities. The student art contest is open to all students from elementary school to high school aged. The event is free and open to the public.

FISCAL IMPACT:

At the end of FY 2022/23, there was $64,848.64 available for Arts Education and Events programs. The request being made by the S.C.R.A.P Gallery is $750.00.

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FIVE-YEAR STRATEGIC PLAN:

GOAL F: Embracing, Inclusive City

Objective: Cathedral City is valued and respected as a community that welcomes and embraces diversity, has an abundance of high quality and affordable hous ing options, and vibrant businesses. Our neighborhoods are attractive and well -maintained and issues surrounding homelessness have been compassionately addressed with thoughtful, coordinated, and collaborative programs.

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Staff Report

City Council

Item No. 7.C

Meeting Date: October 11, 2023
From: Michael Contreras, Fire Chief
Title: Authorization to purchase one Rosenbauer Commander Pumper and one Rosenbauer Commander 109 -foot Viper
Aerial Quint

City Council

RECOMMENDATION:

To authorize staff to purchase two pieces of equipment.

The fire department requests authorization to purchase one Rosenbauer fire truck and one Rosenbauer fire engine to include equipment. Additionally, both units will come equipped with PSEC-compatible radios to be installed locally.

BACKGROUND:

The fire department operates three frontline apparatus: one fire truck and two fire engines. Staff is requesting replacement of one fire engine and one fire truck which were placed into service in 2013 and 2014, respectively. The existing apparatus require regular repairs and will serve as reserve units once the new apparatus arrive .

Currently, the fire department lacks a reserve truck, and the reserve engine is 15 years old which places it near t he end of its service life. The cost of maintenance for both apparatuses has increased significantly over the last two years, and with the City’s policy of depreciating the apparatus over a 10-year period, staff believes it is prudent to consider replacing both pieces of equipment.

Another strong consideration is the extended manufacturer delivery timelines (600 days from the time the order is placed). The need for a replacement fire truck is necessary since the reserve truck (a 2002 American LaFrance) is over 20 years old and is no longer serviceable. It is currently out of service awaiting surplus. The purchase of these two new pieces of equipment will allow the department to have a reserve truck, allowing for routine service without compromising our cap abilities. This w ill also provide a reserve fire engine we can rely on when needed in place of our current reserve fire engine that is 15-years old.

In addition to maintenance costs and reliability of our existing apparatus, staff considered today’s evolving safety standards. The need to ensure effective firefighting capabilities is in the forefront of staff’s recommendation process to purchase two new

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fire apparatus for Cathedral City. First and foremost, adhering to NFPA 1901 recommendations is paramount to maintaining a high level of emergency response. The NFPA 1901 standard emphasizes the importance of modernizing equipment to align with advancements in technology and safety features. By investing in new fire apparatus compliant with the 2016 NFPA gu idelines, Cathedral City is proactively enhancing its firefighting capabilities, enabling firefighters to effectively respond to a wide range of incidents and protect the community.

To make an informed choice, staff evaluated five different apparatus comp anies based on criteria including price, warranty, delivery time, and local service availability including replacement parts. Once the vehicle specifications were created, staff determined there were three apparatus builders that could meet the requiremen ts. Staff are utilizing Sourcewell pricing on both pieces of apparatus, Rosenbauer contract number 113021 - RSD

DISCUSSION:

The fire department's primary responsibility is to respond to 911 calls for service, including fires, medical aid, and other calls f or service. Having safe, dependable equipment is imperative to our mission. After an extensive search and as prices continue to increase and production times are extended, staff believe s now is the time to purchase these two pieces of equipment.

One Rosenbauer Commander 109-foot Viper aerial truck, this price includes:

• Three department personnel to the factory for pre -construction and midpoint inspection
• Tool and equipment mounting fund of $40,000
• Three days of operator training before apparatuses are delivered • Sourcewell, cooperative, purchase program fee
• Performance bond
• Sales tax of 8.75%
• Build time of 660 calendar days after specs are released for production

One Rosenbauer Commander pumper, this price includes:

• Three department pers onnel to the factory for pre -construction, midpoint inspection
• Tool and equipment mounting fund of $40,000
• Three days of operator training before apparatuses are delivered • Sourcewell, cooperative, purchase program fee
• Performance bond
• Sales tax of 8.75%
• Build time of 660 calendar days after specs are released for production

FISCAL IMPACT:

As of 06/30/2023, the City has $6.7M available in the Equipment Replacement Fund (611) to purchase these vehicles. The proposed purchase is comprised of:

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One Rosenbauer Commander pumper $1,320,606.46 One Rosenbauer Commander 109-foot Viper aerial quint $1,846,871.95 Pre-payment discount -$148,100.00
Equipment Engine Pumper $127,813.36
Equipment Truck Aerial $154,207.23

Total $3,301,399.00

FIVE-YEAR STRATEGIC PLAN:

Goal C-1: Fiscal Stability and Sustainability

ATTACHMENTS:

Proposal Letter 2023 Pumper & Aerial rev1
Rosenbauer Type 1 Pumper Specification
Pumper Engine equipment list 272168
Rosenbauer Aerial Ladder Specification
TRUCK LIST _equipment_276853
Apparatus Warranty Duration

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August 30, 2023

Cathedral City Fire Department
32100 Desert Vista Drive
Cathedral City, California 9234
Michael Contreras, Fire Chief

Chief Contreras,

On behalf of Rosenbauer Minnesota, LLC and Velocity Fire Equipment, I am pleased to provide this proposal to the Cathedral City Fire Department for one Rosenbauer Custom Pumper and one Custom Rear-Mount Aerial per the provided proposal specifications. The proposed specifications have been prepared to meet the needs of your agency and the apparatus will serve the department well for many years . The proposed apparatu s will be constructed with the highest quality materials and workmanship available in the industry and will provide the utmost in firefighter safety and efficiency on the fireground along with a long service life and low maintenance cost throughout the life of the vehicle. The proposed apparatus are offered through the Sourcewell Cooperative Purchase Program, Rosenbauer contract number 113021-RSD.

The Rosenbauer proposal includes the following:

• One (1) Rosenbauer custom Commander pumper
• One (1) Rosenbauer custom Commander 109’ Viper aerial quint • Required Performance Bond (for financing)
• Radio, intercom and MDT installation through Johnson Equipment Company, Perris CA • Tool and equipment mounting
** does not include tools or equipment other than items identified in our proposal specifications

Travel and training

All travel expenses for three (3) fire department personnel for the following are included (per apparatus build):

• Pre-construction conference at Rosenbauer Minnesota
• Mid-point apparatus inspection
• Final apparatus inspection

• Three (3) days of familiarization and operation training at your location is included for each apparatus

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Attachment: Proposal Letter 2023 Pumper & Aerial rev1 (3934 : Purchase of New Fire Apparatus)

2 Pumper Contract Details;

Apparatus cost: $1,320,606.46 *includes sales tax @ 8.75% 100% pre-payment discount: $ -61,500.00 *from pre-tax cost Revised apparatus cost: $1,253,431.59 *includes sales tax @ 8.75% of reduced amount

NOTE: to receive the noted discount, 100% of the discounted amount must be paid at the time of contract

Aerial Contract Details;

Apparatus cost: $1,846,871.95 *includes sales tax @ 8.75% 100% pre-payment discount: $ -86,600.00 * from pre-tax cost Revised apparatus cost: $1,752,696.95 *includes sales tax @ 8.75% of reduced amount

NOTE: to receive the noted discount, 100% of the discounted amount must be paid at the time of contract

Pricing for both apparatus will remain valid until end of business Monday December 4, 2023.

Payment;

Upon receipt of invoice by the fire department, payment of the final contract amount shall be made within thirty (30) calendar days of acceptance of the apparatus by the Fire Department.

If the apparatus are to be pre-paid as noted above, the full contract amount per apparatus must be included at the time of contract.

Delivery:

The proposed apparatus will be comple ted within 660 calendar days after customer approval of post pre - construction (production release) specifications, not including radio installation or tool & equipment mounting.

Rosenbauer Minnesota and Velocity Fire Equipment are excited at this opportunity to work w ith the Cathedral City Fire Department on these projects.

Please feel free to call on me should you have any questions regarding this proposal or any portion of the purchase process. I can be reached by phone at 951-642-1291 or email at [email protected]

Respectfully,

Joe LaRocca
Joe LaRocca; Sales Engineer
Velocity Fire Equipment/Rosenbauer America
10150 Cherry Ave.

Fontana, CA 92335
951-642-1291

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Attachment: Proposal Letter 2023 Pumper & Aerial rev1 (3934 : Purchase of New Fire Apparatus)

Cathedral City
Fire Department

Type 1 Pumper
Proposal Specification

October 2023

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 1
NFPA 2016 STANDARDS

This unit shall comply with the NFPA standards effective January 1, 2016.

Certification of slip resistance of all stepping, standing and walking surfaces shall be supplied with delivery of the apparatus.

A plate that is highly visible to the driver while seated shall be provided which states the overall height, length, and gross vehicle weight rating.

The manufacturer shall have progr ams in place for training, proficiency testing and performance for any staff involved with certifications.

An official of the company shall designate, in writing, which is qualified to witness and certify test results.

PAINT WARRANTY FIVE YEAR

The AK ZO paint performance guarantee will cover the areas of the vehicle finished with the specified product for a period of FIVE (5) years beginning the day the vehicle is delivered to the purchaser.

The full apparatus chassis, manufactured and painted by Ros enbauer Motors, LLC, shall be covered for the following paint failures as outlined on the guarantee certificate:

• Peeling or delaminating of the topcoat and/or other layers of paint. • Cracking or checking.
• Loss of gloss caused by cracking, checking, or hazing. • Any paint failure caused by defective AKZO Fleet Finishes, which are covered by this guarantee.

All guarantee exclusions, limitations, and methods of claims are covered in the full certificate provided to the original purchaser.

Note: Surety bond, if required, will cover the standard one-year warranty period only and will not cover any extended warranties allowed by the seller or other component manufacturers.

CAB STRUCTURE WARRANTY

The cab structure shall be warranted for a period of ten (10) y ears with the complete details of the warranty outlined in a document provided upon request.

TRANSMISSION WARRANTY

The Allison EVS transmission shall be warranted for a period of five (5) years with the complete details of the warranty outlined in a document provided upon request.

ENGINE WARRANTY

The Cummins engine shall be warranted for a period of five (5) years or 100,000 miles, whichever comes first, with the complete details of the warranty outlined in a document provided upon request.

FRAME WARRANTY

The frame and cross members shall carry a lifetime warranty with the complete details of the warranty outlined in a document provided upon request.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 2

FRONT AXLE WARRANTY

The front axle shall be warranted by Hendrickson for five (5) years or 500,000 m iles, whichever comes first, under the general service application.

REAR AXLE WARRANTY

The rear axle(s) shall be warranted by Meritor for five (5) years with unlimited miles under the general service application.

CAB AND CHASSIS WARRANTY

The cab and c hassis shall carry a twelve (12) month warranty providing limited parts and labor from the date the complete apparatus is delivered to the end user. The complete details of the warranty shall be outlined in a document provided upon request.

STATIC LOAD SEAT TEST INFORMATION

This model of seat shall have successfully completed the static load tests set forth by FMVSS 207/210.

This testing shall include a simultaneous forward load of 3000 pounds each on the lap and shoulder belts and twenty (20) times t he weight through the center of gravity. This model of seat installed in the cab model, as specified, shall have successfully completed the dynamic sled testing using FMVSS 208 as a guide with the following accommodations. To reflect the larger size outf itted firefighters, the test dummy used shall be a 95th percentile hybrid III male weighing 225 pounds rather than the 50th percentile male dummy weighing 165 pounds as referenced in FMVSS 208.

The materials used in construction of the seat shall also have successfully completed testing regarding the flammability of materials used in the occupant compartments of motor vehicles as outlined in FMVSS 302, of which dictates the allowable burning rate of materials in the occupant compartments of motor vehicles.

CAB TEST INFORMATION

The cab as built shall have successfully completed the pre- load side impact, static roof load application and frontal impact without encroachment to the occupant survival space when tested in accordance with Section 4 of SAE J2420 COE Frontal Strength Evaluation Dynamic Loading Heavy Trucks, Section 5 of SAE J2422 Cab Roof Strength Evaluation Quasi –Static Loading Heavy Trucks and ECE R29 Uniform Provisions Concerning the Approval of Vehicles with regard to the Protection of the Occupants of the Cab of a Commercial Vehicles Annex 3 Paragraph 5.

The above tests shall have been witnessed by and attested to by an independent third party. The test results shall have been recorded using cameras, high speed imagers, accelerometers, and strain gauges.

Documentation of the testing shall be provided upon request.

CAB INTEGRITY CERTIFICATION

The manufacturer shall provide a cab crash test certification with this proposal including SAE J2422 Cab Roof Strength Evaluation - Quasi-Static Loading for Heavy Trucks and SAE J2420 COE Frontal Strength Evaluation - Dynamic Load for Heavy Trucks.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 3

CAB TEST INFORMATION

ROOF CRUSH

The cab shall be subjected to a roof crush test of 120,000 pounds exceeding the requirements of ECE 29 criteria. The 120,000-pound requirement is important to ensure the most structurally sound and safe cab in the event of a crash or roll over.

SIDE IMPACT

The cab shall be subjected to dynamic moving barrier slammed into the side of the cab at 7.5 mph, striking with an impact of 15,157- foot pounds of energy. This test will closely represent the forces a cab would incur in a rollover incident.

FRONTAL IMPACT

The cab shall withstand a frontal force produced from a moving barrier slammed into the front of the cab traveling at 10.5 mph, striking with an impact of 42,587-foot pounds of energy.

The same cab shall withstand all tests without any measurable intrusion into the survival space of the occupant area.

OPERATION AND PARTS LIST MANUALS

Each cab and chassis shal l include two (2) electronic copies of the operation manuals and parts listings.

The manuals shall include information specific to the components included on the apparatus.

ENGINE AND TRANSMISSION MANUALS

One (1) paper copy of the specific engine and t ransmission manuals shall accompany each cab and chassis.

AS BUILT WIRING DIAGRAMS

Each cab and chassis shall include one (1) digital copy of the wiring schematics and component wiring.

The wiring schematics shall be developed on a software program suc h as VeSys Design or equal that provides continuity in files and diagrams. The software shall allow you to trace through the design schematics to identify cross-referenced items such as in-line connectors and wires. The software shall be interactive whic h allows you to view one electrical assembly drawing, click on a wire routing and the program will take you to the related circuit assembly or termination point. The software shall also provide a searchable function allowing you to view multiple diagrams using readily available pdf viewers. The digital copy of the wiring schematics shall be compatible with handheld devices such as I-Pads.

USB STORAGE

For ease of service the chassis will come with an on- board USB flash drive. The flash drive shall have a minimum of 8 GB of storage capacity; and shall be located behind the access panel on the driver side kick panel, next to the data port for the engine.

The following items shall be stored on the Flash Drive. No Exception.

• As built wiring diagrams
• Plumbing diagram
• Chassis, body and aerial manuals

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 4
The USB shall be accessible through a 3- foot (3') USB -A to USB- B cable provided by the manufacture with the completed vehicle.

ROAD SAFETY KIT

• One (1) 2-1/2# ABC DOT Approved fire extinguisher shall be provided. The fire extinguisher shall be shipped loose with the chassis.
• One (1) set of DOT approved hazard triangles shall be supplied with the chassis. They shall be stored in a plastic case and shipped loose with the chassis. • One (1) first aid kit

CAB CUSTOM STYLE

The cab shall be a custom, cab over engine style, with the driver and officer positions ahead of the engine and front axle. The cab shall be specifically designed and manufactured for the fire service industry.

The cab shall be designed by manufacturer’s engineering to meet the unique, heavy -duty construction specifications. The raw cab will be fabricated to meet the exact demand of the fire industry and shall be manufactured by a company with no less than 50 years of experience in building custom cabs. All aspects of the cab will be quality checked by manufacturers personnel . All cab and chassis customization and assembly will take place on the manufacturer's premises.

The cab shall be of a totally enclosed full tilt design, with the i nterior area completely open to improve visibility and verbal communication between the occupants. The cab shall be capable of tilting 45- degrees, allowing the chassis engine to be removed, if required, without tilting the cab beyond 45-degrees.

No Exceptions.

The cab shall include a four (4) -point rubber isolated cab pivot and mounting system. The rear histic mounts shall be isolated from the chassis frame to reduce the transfer of road vibrations and frame torque into the cab, while providing superior handling characteristics. No solid mounted rear lock downs will be acceptable. No Exceptions.

The front cab pivot assemblies shall be 1/2" A36 steel plate with a .31" thick 2- 1/2" diameter tube cross member mechanically attached to the cab and frame. There shall be two (2) greaseable rubber isolated engineered bushings to reduce the transfer of road vibrations into the cab.

The cab shall be locked down by a two (2) -point automatic spring-loaded hook mechanism that actuates after the cab has been lowered.

The cab super -structure shall be designed with high strength 6061- T6 aluminum extrusions and 3/16" 5052-H32 aluminum plate. This shall include the “A”, “B”, “C” and “D” extruded pillars, triple wall front end reinforced by 3/16" thick x 2"x3" extrusi on tubes, 3/16" side walls and rear wall. This shall offer superior occupant protection in the event of vehicle impact.

The extrusions shall provide adequate space for routing of wiring and hoses which will provide service accessibility. Routing of harnessing which requires pulling of wires through tubes will not be allowed. No Exceptions.

The "A" pillar shall be of a closed section, one- piece extrusion extending from the cab header to the bottom of the cab. This design shall ensure strength and super ior resistance to buckling in the event of a frontal impact.

The cabs front corners shall be constructed of 5052- H32 stamped aluminum to provide a consistent material composition. The stamping process alleviates the high tendency of fractures through the fusing of dissimilar metal composition as appears with a casting process.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 5

Cast cab components, including cab corners, "A" pillars and front fascia components shall not be acceptable due to the high tendency of fractures. No Exceptions.

Additional cab strength shall be obtained through closed section, dual extrusions in the construction of the "D" pillars.

The front facade shall be constructed with dual wall .19” thick 5052- H32 aluminum plates which make up the front bulkhead, reinforced by .19” thick 6061- T6 aluminum extrusion (box -sections), though- out the inner and outer perimeter of the front end / facade. The reinforcing third wall / barrier is .13” thick 5052- H32 work hardened aluminum facade panels. All panels shall be welded, no adhesive.

The cab side wall of the cab shall be 3/16” thick 5052-H32 aluminum plate. The cab side plate shall wrap the corner of the cab b pillar and slam post. The cab rear wall plates shall be reinforced with a minimum of two (2) 3/16 x 3” aluminum sections; the cab side reinforcements shall be a minimum of 28” apart and span from the cab B pillar and cab C pillar.

The rear wall of the cab shall be 3/16” thick 5052- H32 aluminum plate. The rear cab plate shall wrap the corner of the cab and attach to the cab D pillar and slam post. The cab rear wall plates shall be reinforced with four horizontal and dual vertical support sections; the dual vertical support structure shall consist of 1/8” thick x 2” 6061- T6 aluminum tubes and the horizontal hat sections shall consi st of 1/8” thick x 4” 5052-H32 aluminum. The dual vertical support sections shall be 40” a- part, and the cab shall contain a minimum of four (4) 4” hat section horizontal supports.

Additionally, the rear edge of the floor shall include a 3/16” 6061- T6 aluminum tube extrusion (under the floor) and a 7” 5052-H32 aluminum cab floor support section (above the floor)

The outside cab width shall measure 99” across. The interior cab shall have a width of 93".

The cab length shall measure 77.3” from the cent er of the front axle to the front cab skin and 65” from center of the front axle to the back of the cab, for a total cab length of 142.3”.

The cab shall also feature ample driver and officer foot room, a total of 3.7 square feet for the driver and

4.45 square feet of floor space at the officer’s feet. (No exceptions)

The crew floor shall feature a complete flat floor design, including provisions for a one o'clock PTO inclusion, while still offering an uninterrupted 25 total square feet of space.

The leading edge of the cab floor from the steps shall meet NFPA 15.7.4 slip resistance requirements on both the front and rear cab doors. No Exceptions.

The cab shall meet or exceed cab impact test (SAE J -2420, cab rollover test (SAE J2422), and cab seating requirements (FMVSS 210, and FMVSS 208).

The cab shall include 4 doors. They shall have a front two (2) cab doors shall have a minimum clear opening of 42.5" wide by 81” high measured from the top of the lower cab step to the top of the door opening and the rear two (2) crew doors shall be a minimum clear door opening of 38.5" wide by 91.5” high measured from the top of the lower cab step to the top of the door opening. The length of the door will vary depending on the door type.

ROOF STYLE - 11" RAISED

The cab roof design shall incorporate an angled front roof, transitioning into a rolled extrusion for a swept back design.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 6
The roof height shall feature an 11" raise starting over the driver and officer positions and continuing back to the roof and rear wall joint. Raised roof designs that do not include a raised portion over the driver and officer positions will not be acceptable. No Exceptions.

The roof of the cab shall feature dual .25" thick interlocked structural member extrusions running the entire width of the cab defending against buckling in the event of a rollover.

The cab header shall feature dual 6061- T6 aluminum extrusions which shall offer superior rigidity and strength.

The raised roof shall offer a crew head height area of 66-1/2” from the floor to the ceiling in the crew areas for optimum headroom.

The crew roof super structure shall include a reinforcement hat -section structure 1/8” thick 5052- H32 aluminum bracing. The for -aft support braces will be 24” on center apart, the side-to- side support braces will stretch from cab side to cab side and centered between the dual 3/16” extruded and plate reinforced roll-cage section.

The forward cab roof section shall include a combination of 1/8” 6061- T6 extruded tube reinforcements and a hat -section structure 1/8” thick 5052- H32 aluminum bracing. The bracing shall wrap the entire perimeter of the cab forward roof, and the condenser support structure.

The condenser support structure shall include 1/8” triple sections, supporting the outer perimeter and center of the condenser mounting pad.

Additionally, the entire roof super structure is reinforced by a .25” thick roof edge corner extrusion around the entire cab perimeter.

A drip rail shall be provided along the top radius of each cab si de. The drip rails shall help prevent water from the cab roof running down the cab side.

DRIVER SIDE EMS COMPARTMENT

The driver side of the cab shall feature a compartment which is designed for housing emergency medical or other types of equipment. The compartment shall be located immediately behind the driver's seat and the interior shall measure 23"wide x 32" tall x 24" deep (measured from the exterior door).

• The compartment shall feature an opening on the exterior and/or interior of the cab. • The compartment shall have a minimum of 9.8 cubic feet of storage. No Exceptions

EMS COMPARTMNET LIP

The top of the EMS compartment shall have a 2" high aluminum lip around the entire perimeter.

DRIVER SIDE EMS COMPARTMENT – Exterior Hinged Door

The EMS compartment shall feature:

• A hinged box pan style exterior compartment door
• A hidden, piano style stainless -steel door hinge which shall be mounted inside the panel of the door prohibiting dirt and debris from becoming trapped in the hinge. • A clear door opening of 17.5" wide by approximately 32" high • The door shall open as far as possible without contacting the side of the cab or interfere with the opening or closing of the driver’s door.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 7
• The compartment floor shall be a sweep out design. No Exceptions

EMS COMPARTMENT HANDLE

The EMS compartment handle shall be a die cast steel, chrome plated door handle.

EMS COMPARTMENT LOCKS

The door handle shall include a power door lock, which are unlocked with the cab power door locks.

INTERIOR DRIVER EMS COMPARTMENT ACCESS

The interior driver's EMS compartment shall have an opening 18.75” W x 28" H. The compartment shall have a sweep out design. Compartment with a lip along the bottom shall not be accepted. No exception

EMS COMPARTMENT INTERIOR ACCESS

The driver's EMS compartment shall feature interior access through a hinged door facing the rear of the cab.

HINGE LOCATION

The driver's interior EMS compartment hinged door shall have the hinge located on the outboard side of the compartment. (Near the Cab Exterior)

Hinge to be located by the cab exterior

COMPARTMENT SHELF

One (1) adjustable shelf(ves) shall be installed in the interior cab compartment. The shelf shall be constructed from aluminum.

DRIVER EMS COMPARTMENT INTERIOR FINISH

The interior of the driver side EMS compartment shall have a DA sanded finish.

DRIVER EMS CAB COMPARTMENT LIGHTING

The driver's side EMS compartment shall include one (1) 18" strip of LED lighting and shall be located in the inside front corner of the compartment near the door.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 8

OFFICER SIDE EMS COMPARTMENT

The officer side of the cab shall feature a compartment which is designed for housing emergency medical or other types of equipment. The compartment shall be located immediately behind the officer's seat and the interior shall measure 18.5"wide x 32" tall x 23" deep (measured from the exterior door).

• The compartment shall feature an opening on the exterior and/or interior of the cab. • The compartment shall have a minimum of 7.5 cubic feet of storage. No Exceptions

EMS COMPARTMNET LIP

The top of the EMS compartment shall have a 2" high aluminum lip around the entire perimeter.

OFFICER SIDE EMS COMPARTMENT – Exterior Hinged Door

The EMS compartment shall feature:

EMS COMPARTMENT HANDLE

The EMS compartment handle shall be a die cast steel, chrome plated door handle.

EMS COMPARTMENT LOCKS

The door handle shall include a power door lock, which may be unlocked through a switch on the cab or with the cab power door locks.

INTERIOR OFFICER EMS COMPARTMENT ACCESS

The interior officer's EMS com partment shall have an opening 18.75” W and 28" H. The compartment shall have a sweep out design. Compartment with a lip along the bottom shall not be accepted. No exception.

EMS COMPARTMENT INTERIOR ACCESS

The officer's EMS compartment shall feature interior access through a hinged door facing the rear of the cab.

HINGE LOCATION

The officer's interior EMS compartment hinged door shall have the hinge located on the outboard side of the compartment. (Near the Cab Exterior)

Hinge to be located by the Cab Exterior

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 9

COMPARTMENT SHELF

One (1) adjustable shelf(ves) shall be installed in the interior cab compartment. The shelf shall be constructed from aluminum.

OFFICER EMS COMPARTMENT INTERIOR FINISH

The interior of the officer side EMS compartment shall have a DA sanded finish.

OFFICER EMS CAB COMPARTMENT LIGHTING

The officer's side EMS compartment shall include one (1) 18" strip of LED lighting and shall be located in the inside front corner of the compartment near the door.

INTERIOR CABINET

There shall be one (1) rear facing cabinet installed behind the engine enclosure. The cabinet shall be constructed of smooth aluminum plate with minimum interior dimensions of 15" high x 36" wide x 18" deep.

Hinged, smooth aluminum doors shall be installed on the cabinet. One (1) push to release latch shall be installed.

The cabinet’s exterior finish shall match the interior finish of the chassis cab.

The cabinet’s interior shall have an unpainted D/A orbital sander finish.

CAB STEPS

The cab steps shall meet NFPA 13-7.3 in size and slip resistance requirements.

The cab shall incorporate a two- step design at each door, with a first step height of approximately 22” from the ground. The leading edge of the first step shall be 5" further outboard than t he second step to provide a staircase design for safer egress.

The front cab first step shall measure a minimum of 33" wide x 10" deep. The front cab intermediate step shall measure a minimum 31" wide x 8" deep.

The crew cab first step shall measure a minimum of 26" wide x 10" deep. The crew cab intermediate step shall measure a minimum 28" wide x 9" deep.

The top crew step shall incorporate an angle approximately midway from the rear wall to the crew door hinge extending out the flooring under the r ear facing outer seat positions, offering foot placement for safety while seated in this position.

CAB STEP TRIM

The lower cab steps at all doors shall be finished with slotted aluminum tread plate. The intermediate cab steps shall be finished with an embossed aluminum tread plate.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 10

CAB DOORS

The cab shall include a total of four (4) doors, two (2) forward and two (2) rear crew doors.

The forward cab doors shall be a minimum of 45" wide and have a cab structure opening of 42.5" wide.

The rear crew doors shall be a minimum of 41" wide and a cab structure opening of 38.5" wide to provide enhanced entry and egress of the cab.

Each cab door shall feature:

• Superior strength and rigidity from 3/16" closed section extruded door frames • Damping inside each door for a solid feel and minimized reverberation when closed • A rolled rubber bulb seal style gasket shall be utilized around the door ensuring a weather tight fit • Integrated, mechanical door stop
• A full length, hidden piano style 10-gauge stainless steel door hinge with a 3/8" pin, which shall be mounted inside the panel of the door prohibiting dirt and debris from becoming trapped in the hinge
• An integrated one-piece inner door assembly that includes a glass track, mounting provisions for window regulator, door handle and door panel shall be utilized. The inner door assembly shall be easily removed with nut inserts. Self-tapping screws shall not be acceptable.

BARRIER FREE DOORS

The cab doors shall be "barrier free" style, meaning the door shall be constructed to cover the entry down to the intermediate step, leaving the bottom step open. Each door shall provide approximately 33" of clearance from the ground to the bottom of the door so the door may be opened without stopping due to guard rails along highways.

The lower step well of the cab shall be painted job to match the lower primary color of the cab.

CAB STEP TRIM KICKPLATE

The vertical section of all cab step risers at each door shall include an aluminum treadplate finish.

CAB DOOR INSULATION

The cab doors shall have insulation installed on the interior of the door skin in the areas that will not interfere operation of any of the door components.

DOOR HANDLES

The exterior door handles shall be constructed of die- cast steel and chrome plated for a pleasing appearance. They shall feature a vertically oriented heavy duty pull style handles which are extended out and suitable for easy grasping with a gloved hand.

The interior door handle shall be a paddle style which shall be chrome in color. The paddle shall be hinged towards the rear of the cab.

Each door latch shall feature a military grade aligning dove tail guide striker assembly for precision door closure which prevents sagging throughout the life of the vehicle. No exceptions.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 11

CAB DOOR LOCKS

All cab doors shall include power and manual door locks with keys. The door lock shall include a manual toggle and shall be an integral part of the interior door handle which is red in color. The exterior door lock is integral with the door latch. The cab doors may be unlocked from the exterior with a key or through a thumb turn from inside the cab.

POWER DOOR LOCK OPERATION

Each powered door lock shall be activated by a switch on the Driver and Officer interior front grab handle; which shall control all of the powered cab entry door locks.

POWER DOOR LOCK ACTIVATION

The power entry door locks shall include an electronic door lock system which shall include a switch on the inside of each front cab door and two external keypads. The external key pads shall be located near the driver’s side front door and near the officer’s front door.

The power entry door locks shall include two key fobs for activation of the power door locks.

INTERIOR CAB DOORS

All cab doors shall consist of a one- piece formed and stamped brushed stainless steel interior panel. The panel shall include a formed collar around the interior door latch. The door panels shall be attached to the door with nutserts. ABS material shall not be acceptable. No exceptions.

CAB DOOR TRIM

Each cab door jamb shall include a polished stainless steel trim piece which shall assist in preventing scuffs and abrasion from equipment coming in contact with painted surfaces during egress.

INTERIOR FRONT DOOR PULL

The interior driver and officer cab doors shall each include one (1) customized cast Aluminum single piece door grab pull designed specifically for the fire service.

The single piece door pull shall have a curved designed in an “L” formation to provide multiple points for grasping with a gloved hand. The horizontal dimension shall be a minimum of 28" and the vertical dimension shall be a minimum of 20". The door pulls shall have an ergonomic curve making them easier to grasp when entering and exiting the cab. No Exceptions.

The door pull shall feature secure mounting in three separate locations of the pull utilizing stainless -steel fasteners with nut inserts in each location. Self -tapping screws or other mounting techniques shall not be allowed for interior door pulls or grab handles.

Each handle shall be constructed of A356 aluminum casting and shall feature a black powder coated finish.

INTERIOR GRAB HANDLE REAR DOOR

The interior driver and officer rear cab crew doors shall include one (1) customized cast aluminum single piece door grab pulls designed specifically for the fire service.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 12
A black powder coated cast aluminum grab handle shall be provided on the inside of each rear crew door.

The handle shall extend horizontally the width of the window just above the windows ill. The handle shall have an ergonomic curve making it easier to grasp assisting with entry and egress from the crew area of the vehicle. No Exceptions.

The door pull shall feature secure mounting with Stainless-steel fasteners with nut inserts in each location.

Self-tapping screws or other mounting techniques shall not be allowed for interior door pulls or grab handles.

Each handle shall be constructed of A356 aluminum casting and shall feature a black powder coated finish.

GRAB HANDLES "A" PILLAR

Two (2) additional molded 9.00” rubberized grab handles shall be installed inside the cab adjacent to the front doors. The handles shall be located, one (1) on the driver’s side "A" Pillar and one (1) on the officer's side on the "A" Pillar.

WINDSHIELD

A one (1) -piece, safety glass full width windshield with more than 3,228 square inches of area will be provided. No Exceptions.

The windshield shall feature:

• A completely uninterrupted view from both the driver and officer positions • The windshield will consist of three (3) layers. The outer layer, the middle safety laminate, and the inner layer. The .114" thick outer light layer will provide superior chip resistance. The middle safety laminate layer will prevent the windshield glass pieces from detaching in the event of breakage.
• Economical replacement readily available from auto glass supplier • Easily removable for replacement using standard automotive techniques • A frit band will be provided along with an outer trim seal on the outside perimeter of the windshield for a finished automotive appearance.

WINDSHIELD WIPER SYSTEM

A single windshield wiper system shall be incorporated in conformance with FMVSS and SAE requirements. Two (2) 22" windshield wiper arms shall be mounted below the windshield. Each arm shall include a 26" long wiper to provide optimum windshield clearing.

The windshield wiper fluid reservoir can be filled without raising the cab.

WINDSHIELD WIPER ACTIVATION

The windshield wipers shall be activated through a switch on the driver's panel, with intermittent control.

WINDOW -DRIVER'S DOOR

The driver's door shall include a window which measures a minimum of 23.5" wide x 29" high, measured from the midpoints left to right and top to bottom. The window shall have a minimum clear viewing area of 681 square inches. The glass shall include a standard automotive tint and through the use of a manual crank style handle shall roll completely into the door housing.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 13
The window shall be trimmed in a black anodized aluminum ring and rubber seal to keep water from entering the cab when closed.

WINDOW- OFFICER'S DOOR

The officer's door shall include a window which measures a minimum of 23.5" wide x 29" high, measured from the midpoints left to right and top to bottom. The window shall have a minimum clear viewing area of 681 square inches. The glass shall include a standard automotive tint and through the use of a manual crank style handle shall roll completely into the door housing.

The window shall be trimmed in a black anodized alumi num ring and rubber seal to keep water from entering the cab when closed.

REAR DRIVER SIDE WINDOW

The rear driver's side door shall include a window which is 22.5" wide x 27" high, measured from the midpoints left to right and top to bottom. The window shall have a minimum clear viewing area of 607 square inches. The glass shall include a dark gray tint and through the use of a manual crank style handle, shall roll completely into the door housing.

REAR OFFICER SIDE WINDOW

The rear officer's side crew door shall include a window measuring 22.5" wide x 27" high, measured from the midpoints left to right and top to bottom. The window shall have a minimum clear viewing area of 607 square inches. The glass shall include a dark gray tint and through the use of a manual crank style handle, shall roll completely into the door housing.

CAB INTERIOR AND TRIM

CAB INSULATION

The cab shall be insulated from road and vehicle resonance, exterior sound, and thermal intrusion.

The cab insulation system shall be comprised of three separate components each designed to assure optimal thermal and acoustic properties are achieved. Two layers of insulation material shall be utilized.

A minimum of .8” of SCbond Polyurethane Foam insulation shall be applied as an additional insulation between the cab skin and all interior ceiling surfaces. The insulation shall have a density of 10 lb/ft3 +/ -.5 providing better thermal properties and acoustic reduction properties.

A layer of 1/8” barrier bubble film laminated between two layers of reflective metalized film shall be provided in the roof to minimize the effects of radiant heat. The barrier shall be mold and mildew resistant and have a Class A/Class 1 fire rating. The barrier shall have a minimum of a R-5.6 rating. No Exception

The interior cab insulation system shall meet NFPA 1901 14.1.6 standards and ensure that no seated position within the cab exceeds 90dB. This decibel rating shall be measured with the apparatus traveling 45 mph with climate control settings off.

All insulation used in the construction of the cab shall be marine grade featuring longevity and resistance to degradation.

The interior of the cab including the rear wall, side walls and ceiling panels shall be insulated.

Use of open cell material as the primary insulation will not be acceptable. No exceptions.

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Packet Pg. 242
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 14

CAB INSULATION

The cab shall be insulated from road and vehicle resonance, exterior sound, and thermal intrusion.

The cab insul ation system shall be comprised of three separate components each designed to assure optimal thermal and acoustic properties are achieved. Two layers of insulation material shall be utilized.

A layer of 1/8” barrier bubble fi lm laminated between two layers of reflective metalized film shall be provided in the roof to minimize the effects of radiant heat. The barrier shall be mold and mildew resistant and have a Class A/Class 1 fire rating. The barrier shall have a minimum of a R-5.6 rating. No Exception

All insulation used in the construction of the cab shall be marine grade featuring longevity and resistance to degradation.

The interior of the cab including the rear wall, side walls and ceiling panels shall be insulated.

Use of open cell material as the primary insulation will not be acceptable. No exceptions.

ENGINE TUNNEL INSULATION

The engine tunnel shall include an insulated barrier from noise on the underside of each tunnel surface.

This barrier shall be engineered for surrounding engines.

The insulation barrier shall provide an acceptable decibel level within the cab meeting or exceeding the recommendations of NFPA 1901.

The thickness of the engine tunnel insulation shall be 1" thick. The insulating material shall be open cell polyether based foam with a textured surface, specifically designed for acoustic absorption.

Use of aluminized faced material on the engine tunnel shall not be acceptable. No exceptions.

The engine tunnel insulation shall be precisely cut and sealed to fit each segment on the underside of the tunnel surface. The insulation shall then be affixed by a pressure sensitive adhesive.

The insulation shall meet or exceed FMVSS 302 flammability testing.

CAB INSULATION

The cab shall be insulated from road and vehicle resonance, exterior sound, and thermal intrusion.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 15
A layer of 1/8” barrier bubble film laminated between two layers of reflective metalized film shall be provided in the roof to minimize the effects of radiant heat. The barrier shall be mold and mildew resistant and have a Class A/Class 1 fire rating. The barrier shall have a minimum of a R-5.6 rating. No Exception

All insulation used in the construction of the cab shall be marine grade featuring longevity and resistance to degradation.

The interior of the cab including the rear wall, side walls and ceiling panels shall be insulated.

Use of open cell material as the primary insulation will not be acceptable. No exceptions.

ENGINE TUNNEL INSULATION

The engine tunnel shall include an insulated barrier from noise on the underside of each tunnel surface.

This barrier shall be engineered for surrounding engines.

The insulation barrier shall provide an acceptable decibel level within the cab meeting or exceeding the recommendations of NFPA 1901.

The thickness of the engine tunnel insulation shall be 1" thick. The insulating material shall be open cell polyether-based foam with a textured surface, specifically designed for acoustic absorption.

Use of aluminized faced material on the engine tunnel shall not be acceptable. No exceptions.

The engine tunnel insulation shall be precisely cut and sealed to fit each segment on the underside of the tunnel surface. The insulation shall then be affixed by a pressure sensitive adhesive.

The insulation shall meet or exceed FMVSS 302 flammability testing.

INSULATION FASTENING PINS

The insulation shall be affixed with welded in fastening pins.

CAB UNDERBODY INSULATION

The underside of the cab shall include at a minimum of 1" of a uni -seal Cab- Foam insulation offer ing reducing vibration noise and thermal effect to the interior of the cab.

INSULATION FASTENING PINS

The insulation shall be affixed with welded in fastening pins.

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Packet Pg. 244
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 16

DAMPING INSULATION

The entire cab, including the ceiling and walls shall include addit ional insulation reducing structure borne noise from vibration, impact, and resonance within the cab.

CAB UNDERBODY INSULATION

The underside of the cab shall include at a minimum of 1" of a uni -seal Cab- Foam insulation offering reducing vibration noise and thermal effect to the interior of the cab.

INSULATION FASTENING PINS

The insulation shall be affixed with welded in fastening pins.

REAR WALL INTERIOR MATERIAL

The rear wall of the cab shall be covered in gray 31 oz. marine grade vinyl for a more pl easing appearance.

INTERIOR TRIM MATERIAL

The interior trim shall feature a 31 oz. marine grade vinyl which features a tensile strength of ASTM D751 of excellent, tear strength meeting the Federal standard 191- 5134 of excellent and shall be oil resistant passing the CID-A-A-2950A requirement for no permeation.

Due to the excellent qualities of the marine grade vinyl material, no other type of interior trim shall be acceptable. No Exceptions.

The soft trim vinyl shall feature mil dew resistance passing ASTM G21- 90 and shall be rated to - 25 degrees Fahrenheit.

The vinyl shall be flame retardant meeting California Fire Code 117, UFAC Class 1, and BIFMA Class 1 and shall have a high resistance to abrasion.

The interior of the cab including the ceiling panels shall feature this soft trim and shall be gray in color.

THROTTLE AND BRAKE PEDALS

The apparatus shall have suspended throttle and brake pedals.

FLOOR MAT

The interior flooring of the cab shall be covered with an advanced black multi- layer acoustic dampening mat. The floor matting shall be an open/closed cell, flexible polyurethane polyamide material with frictional dampening and dissipation properties. The mat shall be a fire and skid resistant non-wicking material.

INTERIOR FLOOR COVERING

The floor of the cab within the driver and officer seat area, extending towards the fire wall of the cab shall be covered in aluminum tread plate.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 17

SUN VISORS

The driver and officer seats shall feature a sun visor mounted in the header over each seating position.

The sun visors shall be gray tinted plastic.

INTERIOR CAB FINISH

The interior cab shall be finished in a high- performance Polyurethane coating including the interior A, B, C and D pillars, all occupant seat frames and any surrounding surfaces extending to the ball seal around each door.

This type of coating shall feature:

• Durability, scratch, chemical and abrasion resistance • Consistent, even coverage and a uniform texture
• Resistance from fading from exposure to UV light
• Gray in color

ENGINE TUNNEL

The distance from the back of the tunnel to the interior wall shall be 51" measured at floor level and 57" at top of engine tunnel. No Exception.

ENGINE TUNNEL

The engine tunnel shall be constructed of aluminum offering superior durability in addition to thermal and acoustic resistance. Covering the engine tunnel shall be a layer of formed composite material for a contoured transition into the dash and offering a pleasing appearance.

The engine tunnel shall feature:

• A low-profile design measuring approximately 46.5" wide and 21.5" in height from the crew floor shall offer optimum visibility of the windshield and cab interior from any seated position. No Exception.
• The engine tunnel at the driver's position shall be a tapered design, featuring 24" clear width at floor level, first taper shall start 16.5" from floor level and taper inward for a clear width of 26" and the final taper shall start at 21" from floor level and taper inward for a clear width of 33". • The engine tunnel at the officer's position shall be a tapered design, featuring 23" clear width at floor level, first taper shall start 16.5" from floor level and taper inward for a clear width of 22.5" and the final taper shall start at 21" from floor level and taper inward for a clear width of 31.5". • The design shall offer a minimum of 30" for the driver and 28.5" for the officer as measured from the inside door pan to the top edge of the tunnel. The dimension measur ed at the "H" (hip) point, with the seat in the lowest position, shall be a minimum of 28.5" for the driver and 27" for the officer. No Exception.
• Recessed sections for ease of mounting equipment at the rear of the tunnel or for compartments and bases which can be used for installing Fire/EMS equipment and components such as hand- held radios.

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Packet Pg. 246
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 18

CAB DASH

The cab dash shall offer heavy duty, durable construction using resin transfer molding (RTM) technology formed composite material. The composite materi al shall be .28" thick for improved resistance and military type strength.

RTM is a low pressure, closed molding process which offers a dimensionally accurate and high- quality surface finish composite molding, using liquid thermo set polymers reinforced w ith various forms of fiber reinforcements. The matrix selection of polymer and reinforcement dictates molding mechanical and surface finish performance.

ABS polymer construction shall not be acceptable. No Exceptions.

The cab dash shall offer a finish of a polyurethane coating for a rugged design and finish. No Exceptions.

The polyurethane finish shall provide a tough, flexible, impact -absorbing, chemical & abrasion- resistant, even-textured and skid- resistant surface. The polyurethane finish shall offer durability and scratch resistance even against today's advanced firefighting turnout materials with consistent, even coverage and a uniform texture. The polyurethane coating finish shall resist fading from UV light.

This construction shall allow for a clean, seamless dash area that shall reduce unnecessary joining of cab dash components. This design allows for the following features:

• Optimal heating and cooling of cab occupants, HVAC louvers shall be integrated into the gauge panel with a total of six (6) louvers; three louvers pointing at the driver and three louvers pointing at the officer.
• The cab dash instrument cluster shall be installed on a painted panel. This panel shall provide for easy removal to increase serviceability and provide ease of maintenance. • For improved safety cab switches and controls shall be ergonomically located within easy reach of the driver when in the seated position with seatbelts fastened. This design will reduce driver distraction and increase safety by putting frequently accessed driver controls within easy reach to allow the driver more time to focus on the road.
• The officer side cab dash shall have a painted fire service grade RTM composite fiberglass panel that shall house the three HVAC louvers on the officer si de. This panel will also provide ergonomically located switches and controls for the officer. All controls shall be within easy reach while in the seated position with seatbelts fastened.
• Access panels on the top of the dash for both the driver and offic er sides easing maintenance access to controls, components and gauge assemblies
• The driver side dash shall include gauges for primary air pressure, secondary air pressure, a Pacific Insight instrumentation gauge panel and the DEF gauge as standard • The driver side dash shall also include two (2) lower panels to the left and right of the steering column for FMVSS switches such as the Off/Ignition and start switches and the park brake assembly
• The driver dash shall include a panel for inclusion of an optional Weldon Vista screen and six (6) additional switches or the HVAC controls and additional switching to the right of the driver • The officer dash shall include a recessed area for optional mounting cradles or brackets for a laptop computer, mobile data terminal, map compartment or clip board • The officer dash shall include a panel for inclusion of an optional Weldon Vista screen and or provisions for switches and gauges to the left of the officer

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Packet Pg. 247
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 19

CAB DASH & ENGINE TUNNEL

The cab dash and the engine tunnel of the cab shall be coated with a polyurethane coating for a durable finish. The color shall be gray.

OFFICER GLOVE COMPARTMENT

The officer side of the cab dash shall include a glove compartment with door and latch.

GLOVE COMPARTMENT LIGHTING

The glove compartment shall include a Whelen LED lamp to light the interior of the compartment.

MODULAR CENTER DASH CONSOLE

The dash and front portion of the tunnel shall include an angled modular console centered between the driver and officer positions.

The console shall feature:

• Heavy-duty housing constructed from 14-gauge steel which is powder coated with a durable semi- gloss textured black finish to provide glare and corrosion resistance • The console top constructed of black anodized aluminum extruded rails w hich allow for mounting brackets, plates, and other console options
• Integral nut tracks which allow mounting of equipment to the sides of the console by way of sliding 1/4"-20 hex nuts
• A hinged lid constructed from 16-gauge steel also powder coated for corrosion resistance • The availability of pre-wiring for specific components • A modular design for ease of changes and future additions such as changing out brands of radio, types of sirens or adding accessory space
• The console shall offer 4 areas, 2 upper sec tions, A and B and 2 lower sections, C and D with mounting plates for optional components.

Havis Console - Pre Configured

CONSOLE MOUNTED MAP LIGHTS

One (1) map light(s) shall be provided and incorporated in the modular dash console. The map light shall be a 12" LED Federal Signal Littlite model LF12TSB-LED.

The location(s) shall be as follows:

Ceiling mounted.

BLACK MOUNTING PLATE FOR POWER POINTS

Two (2) black mounting plate(s) containing two (2) 12- volt DC power points and one (1) dual USB power point shall be provided and incorporated in the modular dash console.

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Packet Pg. 248
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 20

BLACK MOUNTING PLATE

One (1) black mounting plate(s) cont aining blank plates shall be provided and incorporated in the modular dash console.

The location(s) shall be as follows:

PUMP SHIFT

The pump shift shall be located on the driver switch panel.

INSTRUMENTATION PANEL

The instrumentation panel inlay shall be painted the lower job color.

CAB HEADER - HEAT AND AC

The cab header shall offer an aluminum cover.

ABS polymer construction shall not be acceptable. No Exceptions.

The cab header shall offer a finish of a polyurethane coating for a rugged design and finish. No Exceptions.

The polyurethane finish shall provide a tough, flexible, impact -absorbing, chemical & abrasion- resistant, even-textured, and skid- resistant surface. The polyurethane finish shall offer durability and scratch resistance even against today's advanced firefighting turnout materials with consistent, even coverage and a uniform texture. The polyurethane coating finish shall resist fading from UV light.

The cab header shall also be purpose built for integration of Fire/EMS components and ease of maintenance with a panel in the middle of the cab.

HVAC HEATING AND COOLING SYSTEMS

The interior cab climate control shall be comprised of a triple system that shall include a def roster, a cab and crew heater and air conditioner for a complete HVAC system. The air conditioning system shall be comprised of compressor, condenser, and a minimum of three (3) evaporators to provide consistent temperature control throughout the entire cab.

The system shall be rated as an Emergency Vehicle grade for use in Fire and Rescue style vehicles and shall provide environmental air treatment in accordance with published SAE standards.

The HVAC system shall be tested and certified by the component manufacturer and a third- party independent certified testing laboratory, including all three systems. Documentation of test results shall be provided with the bid. No Exceptions.

The HVAC system shall be a total and complete system, and shall provide sufficient defrosting, heating, and cooling to the entire cab. The HVAC system shall meet or exceed all specified items without the use of auxiliary heating and cooling systems.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 21

DEFROSTING SYSTEM

The defrosting system shall feature:

• To provide maximum defrost and heating performance, a 30,000 BTU heater-defroster unit will be provided inside the cab.
• The defroster unit will be strategically located under the center forward portion of the instrument panel. For easy access, a removable cover will be installed over the defroster unit. • Six (6) vents shall be located in the top forward portion of the dash for superior defrosting properties across the entire windshield.
• Defrost vents for the driver's and officer's windows. • The system shall be capable of c learing 90 percent or more of the windshield in fifteen (15) minutes or less after a three (3) hour cold soak at 0 degrees Fahrenheit (-17.78 degrees Celsius). • The system shall exceed flash fogging standards that are set forth in the SAE Heavy-duty cab with sleeper specifications. Documentation from a third- party testing facility shall be available upon request. No Exception.
• The defroster will include an integral aluminum frame air filter, high performance dual scroll blowers, and ducts designed to provi de maximum defrosting capabilities for the one (1) piece windshield.

HEATING SYSTEM

The heating system shall feature:

• Heat and air circulation shall be provided to the driver's and officer's foot area of the cab as standard through ducting in the foot well area of both positions. No Exception. • Substantial air movement and heating provided to the driver's and officer's position, Composite dash will have six (6) adjustable louvers, located in the dash, three (3) adjustable louvers directed at the driver and three (3) adjustable louvers directed at the officer and floor vents at the driver and officer.
• Aluminum dash will have (4) adjustable louvers, located in the dash, two (2) adjustable louvers directed at the driver and two (2) adjustable louvers direc ted at the officer and floor vents at the driver and officer.
• Dual overhead units, with five (5) adjustable louvers shall be mounted above the rear facing seat positions on the driver and officer side of the cab
• The heater shall be plumbed with a shut off valve at the engine, so that the coolant bypasses the heaters.

AIR CONDITIONING

The air conditioning system shall feature:

• One (1) evaporator shall be located under the center dash and two (2) crew overhead evaporators located center of the cab allowing for more interior mounting of accessories. • A gravity condensation drain system shall be utilized. These drains shall remove all condensation from the evaporator units and direct it to the exterior of the chassis cab for optimal performance.

Systems util izing pumps to remove condensation, or gravity systems with poles or other obstructions located within the cab to route drains through shall not be acceptable. No Exceptions.
• Substantial air movement for optimum cooling shall be provided to the driver and officer positions, Composite dash will have six (6) adjustable louvers, located in the dash, three (3) adjustable

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 22
louvers shall be directed at the driver and three (3) adjustable louvers shall be directed at the officer and floor vents at the driver and officer.
• Aluminum dash will have (4) adjustable louvers, located in the dash, two (2) adjustable louvers directed at the driver and two (2) adjustable lovers directed at the officer and floor vents at the driver and officer.
• The air conditioning system s hall be capable of cooling the cab with an engine RPM of 1250, as follows. A certification document from the testing facility shall be available upon request. No Exception.

A controlled testing chamber, with a Rosenbauer America fire truck within it, was heated utilizing heat lamps to simulate heat from the sun to create realistic solar loading. The truck interior was extremely heated to a minimum temperature of 115 degrees Fahrenheit for a minimum of a 1hour soak maintaining a stable temperature with a relative humidity of 20%. Thirteen (13) Thermocouple sensors were used to measure temperature variations within the apparatus cab.

Testing results are as follows -

• ArcticBlast Climate Control pulled the temperature down 30 degrees in 4 minutes. • ArcticBlast Climate Control pulled the temperature to 70 degrees or less in 15 minutes across all thermocouples
• After all doors were opened in the cab the temperature dropped from 82 degrees Fahrenheit to 64 degrees Fahrenheit
• ArcticBlast Climate Control: Open the door for 1 minute and recover: System was able to recover in less than 1 minute to 64 degrees or less across all comfort probes.

CAB PAINT AIR CONDITIONING CONDENSER COVER

The air conditioning condenser cover shall be made from aluminum and shall be painted to match the roof color. Plastic condenser covers will not be acceptable. No Exception.

HEATER HOSE

The heater hose inside the cab for the HVAC system shall be a premium silicone hose.

CONDENSER

The cab air conditioning system shall include one (1) low profile HE -condenser which shall be centered in the forward portion of the cab roof.

CAB CIRCULATION FANS MID

The cab shall be provided with two (2) individually switched 6.00 inch fans. The fans shall be installed in the crew area inboard of the rear facing seat location. The multipurpose fans can be used for air circulation.

CLEANAIR RECIRCULATION AIR SCRUBBER

The fire apparatus cab shall be equipped with a CleanAir cab recirculation air filtration system. The CleanAir system shall be mounted behind the engine tunnel and be designed to remove harmful particles, volatile organic compounds (VOCs), and other gases from the cab. The system shall contain two (2) different filters housed in a metal box. The activated charcoal filter shall meet a minimum efficiency 75% for removing VOCs on the first pass as tested by an independent particulate testing facility. The testing shall be done to ASHRAE Standard 145.2 Performance of Gas -Phase Air Cleaning Systems. No Exception.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 23

The first filter in the system shall be designed to remove particles such as smoke, vehicle exhaust emissions, dust, etc. from the cab through the use an electrostatically charged MERV (minimum efficiency reporting value) 15 filter. This filter shall be designed to trap 85% -95% of particles with as small as .3 microns. No Exception

The second filter shall be an activated charcoal filter with both coconut shell carbon and potassium permanganate. This combination shall be capable of removing more than 350 different types of contaminants and gasses from the air. The filter shall be trap and/or change the chemical chemistry of the VOCs. No Exception.

The system shall be designed to recirculate the air inside the cab a minimum of 3 times every 10- 15 minutes depending on the size and configuration of the cab.

The system shall be wired through the battery master switch and shall have an on/off switch located near the driver or officer position.

Documentation from the independent laboratory the test results shall be provided upon request.

110 V AUXILLARY ROOF MOUNTED A/C

A 110 volt Coleman air conditioning system shall be provided to cool the crew area of the cab. The system shall consist of one (1) 110 volt air conditioning roof mounted unit which shall be located above the crew area and to be offset off the center roof line to the officer side. The system shall supply 13,500 BTU for cooling. The unit shall be wired to a 110 volt power source.

The installation shall include a drip pan.

HEATING AND COOLING CONTROLS

The HVAC system shall be controlled through all available vista screens, and the HVAC system for the crew area shall be controlled through a manual panel located in the crew area.

REAR CREW AREA CONTROLS –CENTERED OVERHEAD

The controls for the crew area H VAC system shall be mounted overhead, centered between the rear facing seating position.

SEAT AND SEAT BELT COLOR

The seats in the cab shall be black in color with red seat belts.

DRIVER SEAT

The driver’s seat shall be a 911 Seats XL, wide series seat.

Standard features of this 10way Non SCBA 3- point ABTS (all belts to seats) include 108 degree recline, wide contoured back with 2 way adjustable lumbar. Electronic adjustments include fore/aft, up/down, front/rear tilt.

The seat shall feature an XL 21- inch-wide comfort cushion including Seats Incorporated exclusive EVC (elastomeric vibration control) easing tailbone pressure, enhancing comfort, and reducing vibration by up to 50%. This system has Seats Inc’s D2 (dual density) foam combining a soft topper foam pad further enhancing comfort, and a high-density bottom foam base to promote longevity.

The seat(s) shall have a 7-year manufactures warranty, no exception.

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Packet Pg. 252
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 24

Cushion reinforced with French seaming and is NFPA compliant with an occupancy sensor.

SEAT BELT SINGLE RETRACTOR

The seat shall feature 3pt ABTS (all belts to seats). The single retractor seat belt shall feature Ready Reach to ensure that the seat belt is easy to see and grab while in full turnout gear.

SEAT BACK

The seat back shall incorporate a standard style headrest.

SEAT MOUNTING DRIVER

The driver’s electric seat shall be installed in an ergonomic position in relation to the cab dash.

The power seat or seats installed in the cab shall be wired directly to battery power.

SEAT MATERIAL

The seats shall include Turnout Tuff material; this urethane- coated denier nylon is water repellent to 75 PSI of water Pressure. Suitable for Heavy Duty applications, this cloth has a bursting strength of 300+ pounds per foot and surface abrasion of 1000+ cycles -Heavy Grit Wheel. Modeled after Turnout Gear, this material contains a rip- stop weave stopping unraveling if punctured standing up to hard working environments. Turnout Tuff is manufactured to meet flammability requirements including FMV SS 302, UFAC class 1, and California Fire Code Technical Bulletin No. 117 Section E.

SEAT BACK LOGO

The seat back shall not have any logo.

DRIVER SEAT BOX STORAGE COMPARTMENT

There shall be a storage area under the driver’s seat. The compartment shall be 21.25 inches wide,

22.50-inches long, and 6.25 inches high. The access opening shall be 15.00 inches wide and 4.50 inches high.

ALUMINUM ACCESS DOORS

There shall be aluminum doors provided for covering each of the driver and officer seat compartment openings. The doors shall be coated to match the interior of the cab and shall be equipped with piano- style hinges and manual latches.

OFFICER SEAT

The officer’s seat shall be a 911 Seats Incorporated XL, wide series seat

Standard features of this 10w ay Non SCBA 3pt ABTS (all belts to seats) include 108 degree recline, wide contoured back with 2 way adjustable lumbar. Electronic adjustments include fore/aft, up/down, front/rear tilt.

The seat shall feature an XL 21- inch-wide comfort cushion including Seats Incorporated exclusive EVC (elastomeric vibration control), easing tailbone pressure, enhancing comfort, and reducing vibration by up to 50%. This system has Seats Inc’s D2 (dual density) foam combining a soft topper foam pad further enhancing comfort, and a high-density bottom foam base to promote longevity.

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Packet Pg. 253
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 25
The seat(s) shall have a 7-year manufactures warranty, no exception.

Cushion reinforced with French seaming and is NFPA compliant with an occupancy sensor.

SEAT BELT SINGLE RETRACTOR

The seat shall feature 3pt ABTS (all belts to seats). The single retractor seat belt shall feature Ready Reach to ensure that the seat belt is easy to see and grab while in full turnout gear.

SEAT BACK

The seat back shall incorporate a standard style headrest.

SEAT MATERIAL

The seats shall include Turnout Tuff material; this urethane- coated denier nylon is water repellent to 75 PSI of water Pressure. Suitable for Heavy Duty applications, this cloth has a bursting strength of 300+ pounds per foot and s urface abrasion of 1000+ cycles -Heavy Grit Wheel. Modeled after Turnout Gear, this material contains a rip- stop weave stopping unraveling if punctured standing up to hard working environments. Turnout Tuff is manufactured to meet flammability requirement s including FMVSS 302, UFAC class 1, and California Fire Code Technical Bulletin No. 117 Section E.

SEAT BACK LOGO

The seat back shall include the “Rosenbauer” logo. The logo shall be centered on the standard headrest of the seat back.

OFFICER’S SEAT BOX STORAGE COMPARTMENT

There shall be a storage area under the officer’s seat. The compartment shall be 19.75 inches wide,

17.50 inches long, and 6.25 inches high. The access opening shall be 9.00 inches wide and 4.50 inches high.

FORWARD FACING CENTER SEAT

Two (2) forward facing center crew area seat(s) shall be 911 Seats Incorporated XL, wide series flip bottom seat(s).

The seat(s) shall also feature a 21- inch-wide XL comfort cushion including Seats Incorporated exclusive EVC (elastomeric vibration control), easing tailbone pressure, enhancing comfort, and reducing vibration by up to 50%. This system has Seats Inc’s D2 (dual density) foam combining a soft topper foam pad further enhancing comfort, and a high- density bottom foam base to promote longevity. Seat to include wide comfort back with contoured foam.

The seat(s) shall have a 7-year manufactures warranty, no exception.

Cushion reinforced with French seaming and is NFPA compliant with an occupancy sensor

Provide fold-up arm rests on both seats

Mount seats 18" apart on seat box

SEAT BELT SINGLE RETRACTOR

The seat shall feature 3pt ABTS (all belts to seats). The single retractor seat belt shall feature Ready Reach to ensure that the seat belt is easy to see and grab while in full turnout gear.

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Packet Pg. 254
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 26

SEAT BACK SMARTDOCK SCBA BRACKET

The seat shall include a SmartDock Gen 2 hands free SCBA bracket that utilizes a locking mechanism that engages during deceleration. The bracket shall hold the cylinder in place while in transit and release using no straps, levers, buttons or switches. This bracket shall be NFPA 1901 compliant.

PARADE PANEL

The seat shall come with a parade panel.

SEAT MOUNTING FORWARD FACING CENTER

The forward-facing center seats shall be installed facing the front of the cab.

Mount seats 18" apart on seat box

SEAT MATERIAL

The seats shall include Turnout Tuff material; this urethane- coated denier nylon is water repellent to 75 PSI of water Pressure. Suitable for Heavy Duty applications, this cloth has a bursting strength of 300+ pounds per foot and surface abrasion of 1000+ cycles -Heavy Grit Wheel. Modeled after Turnout Gear, this material contains a rip- stop weave stopping unraveling if punctured standing up to hard working environments. Turnout Tuff is manufactured to meet flammability requirements including FMVSS 302, UFAC class 1, and California Fire Code Technical Bulletin No. 117 Section E.

SEAT BACK LOGO

The seat back shall not have any logo.

SEAT FRAME FORWARD FACING ENCLOSED

The forward facing center seats shall include an enclosed seat box which is located and installed on the rear wall.

The seat frame shall be constructed of no less than 5052-H32 .19" thick aluminum plate.

SEAT FRAME FORWARD FACING ACCESS

The seat frame shall include a cutout in the center of the wall facing the tunnel for access. The cutout shall be a minimum of 7.5”h x 28”w.

SEAT FRAME FORWARD FACING ACCESS DOOR

The seat frame shall include a door with a flush latch in the center of the wall facing the tunnel.

SEAT COMPARTMENT DOOR FINISH

The seat box doors shall be finished to match the interior finish of the cab.

SEAT COMPARTMENT FINISH

The seat frame shall be finished to match the interior finish of the cab.

HELMET STORAGE MODEL

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Packet Pg. 255
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 27
Four (4) OnScene Talon helmet storage brackets shall be provided with the cab.

EXTERIOR GRAB HANDLES

One (1) 18” exterior assist handle shall be mounted behind each of the cab doors. The grab handle shall be made of 1.25” diameter aluminum to enable non- slip assistance with a gloved hand and mounted on stanchions. The handle shall feature red LED lights which shall illuminate when the respective door is opened. The handles shall be mounted to the cab with nutserts. No Exception.

GRAB HANDLE LIGHT ACTIVATION

The grab handle lights shall activate when the park brake is engaged.

CAB FASCIA

The cab fascia shall offer a traditional, yet aggressive appearance, in its design and shall be constructed of work-hardened 5052-H32 aluminum. This design shall feature:

• A super structure which is fully welded to the cab, for a seamless and robust integration • Thermoformed headlamp bezels, constructed of impact resistant, polycarbonate composite which is vacuum metalized to eliminate pealing and bubbling of a chrome type film or plating • Traditional style headlight bezels with 4 x 6 high intensity headlights which shall add a classic look to the fascia while improving visibility

FRONT GRILLE

A prominent front grille shall punctuate the aggressive design of the cab with its outboard wing style warning light bezels and heavy framework. The front grille shall feature:

• Fabricated construction for superior strength and durability • Stainless Steel mirror finish for a distinctive appearance • Up to six (6) warning light locations along the mid bar for a variety of warning light combinations

LIGHT BEZEL

The front grille shall include two (2) wing light bezels. The bezels shall be constructed of a stainless material and shall be capable of holding one (1) 4” x 6” warning light in each bezel.

DEPARTMENT NAME IN CENTER GRILLE BAR

The fire department's name shall be laser cut into the center bar of the stainless -steel grille. There shall be room for up to (10) characters that are no more than three-inches (3") tall.

CATHEDRAL CITY

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Packet Pg. 256
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 28

GRILLE BACK LIGHTING

The fire department's name shall be back lit in clear with a white backing. The grille light shall come on with the E-Master switch or when the park brake is set.

Backlit Grille Bar Activation - VMux

Activation with parking/head lights

FRONT GRILLE - UNITED STATES OF AMERICA FLAG INLAY

An American Flag shall be painted over the front grille honeycomb inlay with a minimum of two (2) coats of clear coat to help protect the painted surface.

FLUID FILLS & CHECK

For ease of maintenance and access, the following fluid checks shall be located behind the tiltable and/or removable mesh grille panel:

• Engine oil dipstick
• Engine coolant sight glass
• Power steering fluid dipstick
• Windshield washer fluid

The following fluid fills shall be located behind the tiltable and/or removable mesh grille panel:

• Engine oil
• Power steering
• Windshield washer fluid

Proposals including access to fluid checks through the tunnel or by raising the cab shall not be considered.

LED HEADLIGHTS

A set of 4 FireTech 4X6 LED Headlights shall be provided. The kit shall consist of 2 fixtures which operate as SAE VOR “high/low” beams, and 2 fixtures which operate as SAE VO “high-only” beams. All 4 headlights shall have a S AE “P” parking lamp halo surrounding the driving beams, which shall be energized any time the vehicle park brake is set. Optically, on the high/low headlight, an articulated set of elliptical optics must be used to illuminate the foreground while operating in “low” beam mode. The lens of the high/low beam headlight shall be marked “DOT VOR SAE HL P 16.” The lens of the high- only beam shall be marked “DOT VO SAE HL P 16.” All circuits of the headlights shall be designed to operate from 9-32v DC.

All 4 f ixtures must be manufactured such that the internal pressure of the headlight remains constant regardless of operating temperature. The housing shall be equipped with a mechanically fastened GORE PolyVent. Similar functioning vent materials affixed to the housing using adhesive shall not be acceptable for substitution.

The headlights shall be installed, wired, and aimed, in accordance with FMVSS108. The manufacturer of the headlights shall warrant the headlights against defects for the life of the apparatus.

The headlights shall be warranted against failure and condensation accumulation by HiViz for the life of the apparatus.

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Packet Pg. 257
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 29

DAYTIME RUNNING LIGHTS

The daytime running light feature shall include the headlights on low beam and the marker lights shall be illuminated and a wig-wag or alternating feature.

HEADLIGHT FLASHER

Deliberate operator selection of high beams will override the flashing function until low beams are again selected. Per NFPA, these clear flashing lights will also be disabled “On Scene” when the park brake is applied.

HEADLIGHT FLASHER SWITCH

The alternating high beam headlamp switch shall be located in the VISTA screen.

HEADLIGHT LOCATION

The headlights shall be located on the front fascia in the lower buckets, on each side of the cab grille.

106 OS, 107 OS, and 106 DS, 107 DS

FRONT TURN SIGNALS

Two (2) Whelen Series 600 LED square front turn signal assemblies shall be supplied. Each turn signal shall be mounted in an attractive façade style bezel which is an integral part of the fascia.

TURN SIGNAL LOCATION

The turn signals shall be located on the front fascia in the upper wing locations, one on each side of the cab grille.

103 OS & DS

FRONT MARKER LAMPS

The cab front shall include five (5) LED amber marker lamps above the windshield in accordance with the Department of Transportation requirements.

SIDE MARKER LIGHTS

Two (2) LED side marker light assemblies shall be mounted on the side of the cab ahead of the driver door, adjacent to the front head lamp bezel.

HEADLIGHT AND MARKER LIGHT ACTIVATION

The headlight and marker lights shall be activated through a switch on the driver's panel.

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Packet Pg. 258
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 30

CAB FENDERS

The cab wheel wells shall have full width, 14- gauge 304 polished, stainless -steel cab fenders to resist corrosion and enable easier cleaning maintenance. The inner liner, measuring 18" wide shall be constructed of plastic with an outer fenderette measuring 2.5" wide. The inner liner shall be installed with 410 stainless-steel hardware that has been coated with black zinc oxide.

FRONT MUD FLAPS

The cab and chassis shall be provided with rubber front mud flaps with the Rosenbauer "R" logo.

CAB TILT SYSTEM

The cab shall be a full tilt style. A hydraulic cab lift system shall be provided consisting of an electric powered hydraulic pump, dual lift cylinders, and necessary hoses and valves. The cab tilt pump shall be mounted on the right -hand side of the chassis frame in front of the batteries below the frame. The mounting bracket shall be Hot Dipped Galvanized.

The dual lift cylinders shall lift the cab 45 degrees from a horizontal plane facilitating easy engine maintenance. The chassis engine shall be able to be removed if required without tilting the cab beyond 45-degrees.

The center line of the chassis cab t ilt shall be a minimum of 76" from the center line of the front axle, providing a large corridor between the cab and front tire for maximum workspace and accessibility to the fan, fan belt, fan drive, air compressor, power steering pump, alternator, and air filter.

The tilt angle shall allow access to the engine and area under the cab without contacting any components mounted to the gravel shield.

The front cab pivot assemblies shall be a 1/2" A36 steel plate with a .31" thick 2- 1/2" diameter tube cross member mechanically attached to the cab and frame. There shall be two (2) greaseable rubber isolated engineered bushings to reduce the transfer of road vibrations into the cab.

The cab shall be locked down by a two (2) -point automatic spring-loaded hook mechanism that actuates after the cab has been lowered.

The cylinders shall include blocking valves (velocity fuses) which prevent motion when no control buttons are pushed. In the event of a hydraulic system failure, the valves shall retain the fluid in the cylinders.

A redundant mechanical stay arm shall automatically be engaged once the cab has been fully raised.

Before lowering the cab, this device must be disengaged using the stay arm control located on the driver’s side rear of the cab, providing the operator protection from high engine exhaust temperatures. The stay arm shall be safety yellow for high visibility so that it is easy to see whether the arm is in place or not. No Exception

All mounting points shall be bolted directly to the frame rail.

The cab lift safety system shall be interlocked with the parking brake. The cab tilt mechanism shall be active only when the parking brake is set, and the battery master switch is in the on position. If the parking brake is release, the cab tilt mechanism shall be disabled.

There shall be a manual pump incorporated in the event of a system failure to the cab tilt system.

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Packet Pg. 259
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 31

A warning light shall illuminate in the cab instrument panel to indicate whenever the cab is not fully latched in the locked down position, and the parking brake is released.

CAB TILT LIMIT SWITCH

An adjustable cab tilt limit switch shall be included with the cab tilt system. The switch shall effectively limit cab's travel to avoid impact with bumper mounted items, or station ceiling clearance, while being tilted.

There shall be a safety bar to hold the cab at the new adjusted height for additional safety.

CAB TILT LOCK DOWN INDICATOR

The cab dash shall include a message located within the dual air pr essure gauge which shall alert the driver when the cab is unlocked and ajar. The alert message shall cease to be displayed when the cab is in the fully lowered position and the hold down hooks are secured and locked to the cab mounts.

In addition to the alert message an audible alarm shall sound when the cab is unlocked and ajar and the parking brake is released.

REARVIEW MIRRORS

The cab exterior shall include Ramco bus style mirrors, one (1) m ounted on the drivers’ door and one (1) mounted on the officer's side front cab corner radius below the windshield.

The driver's side mirror shall be model 6000- FFHR-750HR. The mirror head shall be die- cast aluminum that measures 9.75" wide x 13.00" high and is mounted with a polished die-cast aluminum arm.

The officer’s side mirror shall be model 6018-FFHR-750HR. The mirror head shall be die- cast aluminum that measures 9.75" wide x 13.00" high and is mounted with an 15" long polished cast aluminum arm.

The mirrors shall feature an upper heated and remote convex glass with a lower heated remote flat glass.

The mirror control controls shall be located within easy reach of the driver. The mirrors shall be manufactured using the finest quality non-glare glass and shall feature a rigid mounting reducing vibration.

The mirrors shall be corrosion free under all weather conditions.

Officer and Driver door mounted

REARVIEW MIRROR REMOTE ACTIVATION

The driver's panel shall include activation for the rearv iew mirrors remote function. The driver panel shall also include a switch activating the mirrors to be heated.

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Packet Pg. 260
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 32

CAB TWO TONE PAINT

The cab surface shall be thoroughly washed with grease cutting solvent Sikkens M600 prior to any sanding. The cab surface shall then be sanded, and minor imperfections filled and sanded. The prepared surface shall then be washed again with Sikkens M600 to remove any contaminants from all surfaces to be painted.

The first coating to be applied shall be a pre- treat epoxy primer (Minimum of 1.0 mil dry film thickness) for maximum adhesion to the body material. The next two to three coats shall be a polyurethane primer resurfacing agent AkzoNobel LV650. The film build shall be up to 8 mils' when dry. The primer coat, after appropriate dry time, shall be sanded with 320 grit sandpaper to ensure a maximum gloss finish.

The cab shall then be painted with the specific colors designated by the customer with a minimum thickness of 1.00 mils of finished paint, followed by a clear topcoat not to exceed 3.00 mils.

CAB PAINT UPPER

The upper or secondary cab color shall be AkzoNobel______________________ color and ____________ number.

Paint Code: TBD by pre-construction

Paint Color: Undetermined

CAB PAINT LOWER

The lower or pri mary cab color shall be AkzoNobel______________________ color and ____________ number.

Paint Code: TBD by pre-construction

Paint Color: Red

Cab Paint Exterior Breakline - Paint Break A

CAB PAINT BREAK FINISH-SINGLE

The paint break line shall be of a finish grade quality that shall not require that any pinstripe be installed over the paint break line.

CAB UNDERCOAT

The cab shall have an undercoat applied prior to the cab being set on the running gear. The under coat shall be a waterborne, one- component, air dry undercoat formulated to prevent chipping, cracking, and marring of painted or unpainted surfaces after exposure to high impact sand, gravel or other abrasive materials. It shall also have high corrosion resistance.

PAINT SPRAY OUT

The customer shall be supplied with a paint spray out of their chosen color(s) for approval prior to the chassis cab exterior being painted.

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Packet Pg. 261
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 33

FRONT AXLE

The Hendrickson SteerTek front axle beam shall be rated to carry 23,000 lbs. and consist of a fabricated box cross section construction with 100ksi plate and a continuous beam architecture to minimize stress points for added durability. The box shaped cross section resists horizontal, vertical, and twisting forces more effectiv ely than traditional I -beam axles while helping to reduce dynamic camber and toe changes therefore a traditional I -beam axle shall not be considered. The axle shall incorporate a removable kingpin feature for ease of kingpin serviceability. The knuckles shall allow for compatibility with disc brakes mounted at the 12-o’clock position and with drum brakes and allow for wheel cut up to 45 degrees.

They shall also utilize premium kingpin bushings and seals to provide enhanced protection from the elements to improve bushing life.

The axle shall have a magnetic drain plug in the hubs.

The axle shall be warranted for five (5) years or five hundred thousand (500,000) miles, whichever comes first. No Exception.

FRONT WHEEL BEARING LUBRICATION

The front axle wheel bearings shall be lubricated with oil. The oil level can be visually checked via clear inspection windows in the front axle hubs.

FRONT SUSPENSION

The suspension shall consist of multi -leaf parabolic springs with double wrapped front eye that are packaged within an integrated clamp group that allows for ease of OEM assembly on to the axle beam and reduced part count. The clamp group bolts are tightened on the top of the clamp group opposed to the traditional U -bolt on the bottom making it easier to access with a torque wrench for servicing. The spring shall also include a lower shock attachment with an upturned eye. The springs will contain threaded pin bushings to allow simplification of spring alignment as well as long service life and improved ride quality. The suspension and spring geometry will be optimized to provide improved bump steer and Ackermann.

Two ZF Sachs twin- tube shocks shall be provided with the front suspension assembly. The shocks shall be specially developed for parabolic leaf springs with a digressive characteristic curve using a patented piston system. The shocks shall feature multi-stage piston and base valves.

The combination of valves shall achieve the desired damping characteristics that are ideal for the application. The suspension shall be rated for a minimum of 22,800 lbs. No Exception.

POWER STEERING GEAR WITH ASSIST

The power steering gear shall be a TRW model TAS 85 and shall include the following:

• A balanced, hydraulic, positive displacement, sliding vane power steering pump which is gear driven from the engine
• One-piece, 2" diameter drag link for maintaining consistent wheel alignment resulting in less maintenance.
• The steering gear shall be mounted on a plane that is at a 9- degree angle in relationship to the center plane of the chassis. This mounting technique is designed to reduce the operating angle of input steering shafts. A more direct, responsive, and smoother handling vehicle will result from these unique design characteristics.
• A certified torque and geometry study by TRW shall be available upon request.

CHASSIS ALIGNMENT

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Packet Pg. 262
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 34
The chassis frame rails shall be measured to ensure the length is correct and cross checked to make sure they run parallel and are square to each other. The front and rear axles shall be laser aligned. The front tires and wheels shall be aligned and toe-in set on the front tires by the apparatus manufacturer.

Alignment documentation shall be available upon request.

FRONT AXLE CRAMP ANGLE

The chassis shall have a front axle cramp angle of 45 degrees to the left and right.

STEER TIRES

The steer tires shall be Michelin 425 65R 22.5 20PR “L” tubeless radial XZE WB "L" mixed service tread.

The steer tires shall feature:

• A stamped load capacity of 22,800 pounds per axle w ith a speed capacity of 65 miles per hour when properly inflated to 120 pounds per square inch

TIRE BALANCING

All tires shall contain counter acting balancing beads. Rim mounted weights are unacceptable, no exceptions.

FRONT WHEEL

The front wheels shall be Alcoa hub piloted, 22.50- inch X 12.25-inch polished aluminum wheels. The hub piloted mounting system shall provide easy installation and shall include two- piece flange nuts. The wheels shall feature one-piece forged strength and a polished finish that lasts.

FRONT BRAKES

The front brakes shall be Meritor EX225 Disc Plus disc brakes with 17" vented rotors. The disc brakes shall be provided with visual wear indicators.

The front brakes shall include brake chambers supplied by Meritor and shall be approved per application.

STEERING COLUMN AND WHEEL

The cab shall include a Douglas Autotech steering column. The steering column shall feature an 18”, four (4) spoke steering wheel located at the driver’s position; a five (5) position tilt and 2.25” telescopic adjustment. The steering wheel shall be provided with a black vinyl cover with foam padding and a horn button, self-canceling turn signal switch, four-way hazard switch and headlamp dimmer switch.

The chassis shall include dual electric 12-volt horn with a minimum of 110 decibels.

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Packet Pg. 263
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 35

REAR AXLE

A Meritor RS-24-160 driving axle shall be incorporated as the rear axle for the chassis.

The axle shall feature:

• Rated capacity of 24,000 pounds
• Heavy duty Hypoid gearing for longer life, increased strength, and quieter operation • Industry-standard wheel ends for compatibility with both disc and drum brakes, and unitized oil seal technology to keep lubricant in and help prevent contaminant damage • Rigid differential case for high axle strength, and reduced maintenance • Rugged Dependability
• Rectangular shaped, hot formed housing with a standard wall thickness of .50” at spring seat for extra strength and rigidity
• A magnetic plug
• 5-year warranty

REAR AXLE DIFFERENTIAL LUBRICATION

The rear axle differential shall be lubricated with oil.

REAR WHEEL BEARING LUBRICATION

The rear axle wheel bearings shall be lubricated with oil.

REAR SUSPENSION

The single rear axle shall feature a Hendrickson FIREMAXX™ air suspension. The suspension shall include two opt imized air springs mounted to cast structural trailing arms, a transverse cross beam for increased roll stability and two heavy duty shock absorbers. Dual air height control valves shall be installed to ensure equal frame height on both sides of the vehic le regardless of the load. Axle alignment is maintained using two eccentric bushings at each frame bracket.

The rear suspension capacity shall be rated at 24,000 pounds.

REAR BRAKES

The rear brakes shall be Meritor EX225 Disc Plus disc brakes with 17.00" vented rotors. The disc brakes shall be provided with visual wear indicators.

The rear brakes shall include brake chambers supplied by Meritor and shall be approved per application.

REAR SHOCK ABSORBERS

Shock absorbers shall be supplied by the suspension manufacturer and installed on the rear axle suspension.

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Packet Pg. 264
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 36

REAR TIRES

The rear tires shall be Michelin 11R 22.5 16PR “H” tubeless radial XZE 2 regional tread.

The rear tires shall feature:

• A stamped load capacity of 24,020 pounds per axle wi th a speed capacity of 75 miles per hour when properly inflated to 120 pounds per square inch

TIRE BALANCING

All tires shall contain counter acting balancing beads. Rim mounted weights are unacceptable, no exceptions.

REAR WHEEL

The rear wheels shall be Alcoa hub piloted, heavy duty, 22.50- inch x 8.25- inch aluminum wheels. Each outer wheel shall have a polished aluminum finish on the exterior surface and each inner wheel shall have a machine finish. The wheels shall be forged from a single piece of aluminum which shall be corrosion resistant, engineered to be lightweight and provide exceptional performance. The hub piloted mounting system shall provide easy installation and shall include two-piece flange nuts.

VALVE STEM EXTENSION - SINGLE AXLE

To allow for easy checking and inflation of the rear inner tire, it shall be equipped with a multi -layer valve stem extension. The layers shall be as follows: starting from the inner to outer layer - a stainless-steel metal core, an air tube, a stainless-steel jacket, a protective cover.

VEHICLE TOP SPEED

The top speed of the vehicle shall be programmed at approximately 68 MPH +/ -2 MPH at the governed engine RPM.

BRAKE SYSTEM

A rapid build-up air brake system shall be provided. The air brakes shall incl ude a two (2) air tank, three (3) reservoir system with a minimum of 4152 cubic inch of air capacity. A floor mounted treadle valve shall be mounted inside the cab for graduated control of applying and releasing the brakes. A spring brake valve shall be installed to provide a controlled service brake application during an unlikely event including primary air supply loss. The system shall include an anti-compounding feature. All air reservoirs provided on the chassis shall be labeled for identification.

The rear axle spring brakes shall automatically apply in any situation when the air pressure falls below 25 PSI and shall include a mechanical means for releasing the spring brakes when necessary. An audible alarm shall activate when the system air pressure is below 60 PSI.

A four (4) sensor, four (4) modulator Anti -lock Braking System (ABS) shall be installed on the front and rear axles in order to prevent the brakes from locking or skidding while braking during hard stops or on icy or wet surfaces. This in turn shall allow the driver to maintain steering control under heavy braking and in most instances, shorten the braking distance. The electronic monitoring system shall incorporate diagonal circuitry which shall monitor wheel speed during braking through a sensor and tone ring on each wheel.

A dash mounted ABS lamp shall be provided to notify the driver of a system malfunction. The ABS system shall automatically disengage the auxiliary braking system device when required. The speedometer screen shall be capable of reporting all active defaults using PID/SID and FMI standards.

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Packet Pg. 265
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 37

The Meritor Wabco ABS system shall come with a three (3) year/300,000-mile parts and labor warranty.

AIR TANK BRACKETS & STRAPS

The air tank(s) shall be mounted to the f rame rail with brackets that are hot dipped galvanized thereby creating a barrier and cathodic protection from corrosion and eliminating the requirement for finish paint and the subsequent requirements for touch up paint and/or total repaint after a period of time due to nicks, chips and corrosion. Powder coated or painted air tank brackets shall not be accepted. No exception.

All of the air tank straps shall be plastic coated stainless-steel cable. No Exception.

PARK BRAKE

Upon application of the push-pull valve in the cab, the rear brakes will engage via mechanical spring force.

This is accomplished by dual chamber rear brakes, satisfying the FMVSS parking brake requirements.

Park brake system shall include an anti-compounding feature.

PARK BRAKE CONTROL

A Meritor-Wabco manual hand control push- pull style valve shall operate the parking brake system. The control shall be yellow in color.

The parking brake actuation valve shall be mounted on the driver's side dash to the right of the steering column within easy reach of the driver.

AIR DRYER

The brake system shall include a Wabco System Saver 1200 Plus air dryer with an integral 100- watt heater with a Metri -Pack sealed connector. The system shall have an integrated purge volume and integrated governor.

The system shall have the following features:

• Premium desiccant provides greater water adsorption
• Replaceable spin on cartridge for simple maintenance
• Compact light weight design
• Pressure relief safety valve
• Turbo cut-off valve for boosted compressor applications • Service components are external for easy replacement
• Common service components proven for reliability and quality • Integrated with the air governor.

MOISTURE EJECTORS

Manual pet-cock type drain valves shall be installed on all reservoir tanks in the air supply system.

AIR SUPPLY LINES

A dual air system plumbed with color coded reinforced nylon tubing air lines shall be installed on the chassis. The primary (rear) brake line shall be green, the secondary (front) brake line orange, the parking brake line yellow and the auxiliary (outlet) will be black, in accordance with SAE standards. No Exception.

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Packet Pg. 266
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 38

Brass push- lock type fittings shall be used on the nylon tubing. All drop hoses shall include fiber reinforced neoprene covered hoses.

AIR HORN RESERVOIR

One (1) air tank, with a 1200 cubic inch reservoir, shall be installed on the chassis to act as a supply tank for operating air horns. The reservoir shall be isolated with a 90 PSI pressure protection valve on the reservoir supply side to prevent depletion of the air to the air brake system.

FRAME

The chassis frame shall consist of two (2) “C” style parallel rails, constructed of high strength low alloy and shall feature the following:

• A Stenx MODEL 110XF 10.19” high by 3.63” deep cold rolled steel frame or equivalent. • .38” thick flange
• Inner channel measuring 9.31" high x 3.25" deep x .25" thick • The 10.19” frame height shall be maintained throughout the entire length of the frame to allow for maximum storage capacity for the entire apparatus.
• If frame rails that are larger than those specified are to be utilized, the maximum height of each frame rail shall not exceed 10.25” at any point on the frame rail. This will ensure the lowest possible vehicle center of gravity allowi ng maximum stability as well as providing the lowest body height possible.
• Frame rail shall have a consistent frame web throughout the entire length. • The entire frame rail design shall be manufactured in the United States of America and readily available on the aftermarket.
• Grade 8 Structural fasteners, Huck bolts shall not be acceptable. No Exception. • The hardware used for the chassis shall be corrosion resistant. The process shall be dip- spin- bake coated with two coats of zinc/aluminum metal flake coati ng in an inorganic binder. Coating one is to be zinc flake and coating two is to be aluminum flake. The zinc flakes sacrificially corrode to protect the base metal. The aluminum flakes prolong the life of the zinc. Salt fog test life, based on ASTM B117 on unassembled fasteners, is 1000 hours to red rust. The same test on assembled fasteners is 750 hours to red rust. The two- step coating is RoHS compliant as it eliminates the hexavalent chromium used in the passivation of electroplated zinc coatings to create yellow zinc (zinc dichromate). The elimination of the zinc plating also greatly reduces the likelihood that hydrogen embrittlement will occur. Hydrogen embrittlement is a side effect of electroplating that reduces toughness and can lead to fracture. No Exception • Manufacturer's lifetime warranty

The frame ratings shall be as follows:

• 110,000 PSI minimum yield strength high strength low alloy steel • Minimum Resisting Bending Moment (RBM) of 2,810,000-inch pounds per rail

To avoid frame cracking and failure over time, the top flange of the frame adjacent to the engine installation shall have a tapered design. Notches for engine components shall not be accepted due to fatigue and the potential for cracking. No Exceptions

UNDER-FRAME REINFORCEMENT

An under-slung frame reinforcement shall be installed below the frame rails in the transmission area to increase the vertical rigidity of the frame.

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Packet Pg. 267
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 39

The under-frame reinforcement provides:

• Enhanced handling
• Improved ride quality
• Increase resistance to frame and cross member fatigue • Enhanced vehicle stability providing improved safety to occupants

CROSS MEMBERS

There shall be a minimum of seven (7) steel plate cross members installed on the apparatus.

• 50,000 psi minimum yield strength steel plate cross members • Manufacturer's lifetime warranty to match frame warranty. No Exceptions. • Installed with one- piece cross member gusset to maximize vertical strength and minimize cross member flex
• Crossmembers can be inverted when required to allow for PTO drive line installation without the need for notching or modifying the cross members in any way. No Exceptions.

FRONT FRAME EXTENSION

A single piece 80,000 PSI steel extension shall be installed on the front of the frame rails.

• Reduces frame flex which translates into improved vehicle handling and ride quality • Designs using multiple piece, bolt together extensions will not be acceptable since they are prone to more flexing, possible frame failure and cab cracking • Allows radiator to be removed through t he bottom of the frame extension without tilting the chassis cab
• Minimizes damage to the chassis cab in the event of frontal impact accident • Maintains structural integrity of the chassis frame rails while attaching bumper extensions of varying lengths
• Splayed or notched frame rails and/or extensions shall not be accepted • Provides foundational strength and stability of the cab tilt system which provides superior access to engine and cooling components

FRAME FINISH

The frame shall be powder coated to resist weather, dirt and other corrosive material.

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Cathedral City FD – Type 1 Pumper PAGE 40

TOW EYES

Two (2) 3" tow eyes shall be shipped loose. The tow eyes shall be heavy polished nickel plated steel which shall not chip when used with chains and hooks.

ENGINE

A Cummins X12 12.0-liter diesel fueled; turbo charged engine shall feature the following:

• One of the highest power to weight ratios in its class • Heavy-duty replaceable wet liners, roller followers, by -pass oil filtration with replaceable spin on cartridge and targeted piston cooling for longer service in tough work environments • Improved cooled EGR system
• 720 cubic inches of displacement
• High pressure common rail fuel system producing a precise quantity of fuel at ultra-high pressures • Fully integrated, robust electronic engine controls
• Electric fuel lift pump. No Exceptions.
• Standard drain plug

The engine shall be coupled with a Holset VGT™ (Variable Geometry Turbocharger).

The engine shall be filled with Citgo brand Citgard 500 (or equivalent) SAE 15W40 CJ4 low ash engine oil for proper engine lubrication.

The engine shall be EPA certified to meet the 2021 emissions standards without compromising performance, reliability or durability using cooled exhaust gas recirculation and selective catalytic reduction technology.

The engine shall include an original equipment manufacturer installed oil drain plug.

The engine shall include programming which will govern the top speed of the vehicle.

ENGINE PLACEMENT

The engine shall be a maximum of 36" from the center line of the front ax le to the front face of the engine block. The engine valve cover shall be a maximum of 23" from the top of the frame.

The engine placement shall provide optimal weight distribution to the front axle to enhance vehicle handling. More weight out in front of the front axle can cause a “fulcrum effect” and cause unsafe “bump steer” conditions.

The engine shall be mounted in a position that provides for the lowest possible height of the interior engine tunnel. An engine tunnel height from the floor of the chassis cab shall be no more than 21” high inside the cab.

AIR COMPRESSOR

The air compressor provided for the engine shall be a Cummins branded Wabco compressor which shall be capable of producing 25.4 CFM at 1200 engine RPMs. The air compressor shall feature a higher delivery efficiency translating to more air delivery per horsepower absorbed. The compressor shall include an aluminum cylinder head which shall improve cooling, reduce weight and decrease carbon formation.

Superior piston and bore fini shing technology shall reduce oil consumption and significantly increase the system's component life.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 41

AIR GOVERNOR

An air governor shall be provided to control the cut -in and cut -out pressures of the engine mounted air compressor. The governor shall be calibrated to meet FMVSS requirements. The air governor shall be integrated in the air dryer assembly.

HORSEPOWER

The engine shall have 500 horsepower at 1800 RPM, with a governed speed of 2000 RPM.

The engine shall have 1695-foot pounds of torque at 1000 RPM.

ENGINE FAN DRIVE

The engine cooling system fan shall incorporate a thermostatically controlled Viscous fan clutch drive.

The fan clutch shall automatically engage in pump mode (when applicable).

CLUTCH FAN SWITCH

A switch on the dash shall be provided to turn the fan clutch on and off manually. The switch shall not function to turn off the fan when the fan is activated due to high coolant temperature.

Driver's VISTA screen

FAN CLUTCH

The clutch fan shall automatically engage in pump mode (when applicable).

AUXILIARY ENGINE BRAKE

A Cummins engine compression brake, for the six (6) cylinder engine, shall be provided. The engine compression brake shall:

• Activate upon 0% accelerator when in operation mode and activate the vehicle’s brake lights.

TRANSMISSION PRE-SELECT

When the auxiliary brake is engaged, the transmission shall automatically shift to second gear to decrease the rate of speed. The transmission shall assist the secondary braking system, thereby slowing the vehicle.

AUXILIARY ENGINE BRAKE CONTROL

An auxiliary engine brake control device shall be included. The electronic control device shall monitor various conditions and shall activate the engine brake only if all of the following conditions are simultaneously detected:

• A valid gear ratio is detected.
• The driver has requested or enabled engine compression brake operation. • The throttle is at a minimum engine speed position.
• The electronic controller is not presently attempting to execute an electronically controlled final drive gear shift.

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Cathedral City FD – Type 1 Pumper PAGE 42
The auxiliary brake shall be controlled through an on/off switch and individual low/medium/high selector switches on the Driver's panel.

ENGINE PROGRAMMING HIGH IDLE SPEED

The engine high idle will be set at 1250 RPM. The high idle will be operational only when the parking brake is applied, and the truck transmission is shifted into neutral.

ENGINE HIGH IDLE CONTROL

The vehicle shall be equipped with an automatic high- idle speed c ontrol. It shall be pre- set so when activated, it will operate the engine at the appropriate RPM to increase alternator output and optimize output of the HVAC system.

This device shall operate only when the control switch is activated and the transmission is in neutral with the parking brake set. The device shall disengage when the operator depresses the brake pedal, or the transmission is placed in gear, and shall be available to engage manually, through a switch, or automatically re-engage when the brake is set, or when the transmission is placed in neutral.

ENGINE AIR INTAKE

The engine air intake system shall include an ember separator air intake filter which shall be located behind the fascia.

The filter shall protect the downstream air filter fr om embers using a combination of unique flat and crimped metal screens constructed into a corrosion resistant steel frame.

This multilayered screen shall be designed to trap embers or allow them to burn out before passing through the pack, while creating only minimal air flow restriction through the system. Periodic cleaning or replacement of the screen shall be all that is required after installation.

The intake shall also feature a cyclone style water separator to remove unwanted moisture from incomi ng air.

The engine shall include an air intake filter which shall be bolted to the frame and located under the front of the cab. This dry type of filter shall ensure dust and debris is safely contained inside the disposable housing, eliminating the chanc e of contaminating the air intake system during air filter service via a leak - tight seal.

The filter must have a capacity of no less than 1350 cubic feet of air per minute. The filter paper media must be of a flame retardant treated material. An electri c air filter restriction indicator shall also be included with the system.

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Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 43

ENGINE EXHAUST SYSTEM

The exhaust system shall include a one- piece diesel particulate filter (DPF), a diesel oxidation catalyst, and a selective catalytic reduction catalyst (SCR) to meet current EPA standards.

The selective catalytic reduction catalyst shall utilize a diesel exhaust fluid solution consisting of urea and purified water to convert nitrogen oxide into nitrogen, water, and trace amounts of carbon dioxide. The solution shall be injected into the system between the DPF and SCR chambers.

The system shall utilize 0.065- inch-thick stainless steel exhaust tubing between the engine turbo and the DPF.

The after-treatment canister through the end of the tailpipe shall all be connected with zero leak gasketed clamps. The discharge shall terminate horizontally on the right side of the vehicle ahead of the rear tires with an exhaust gas diffuser.

The diffuser shall lower exhaust gas temperatures during the regeneration cycle.

DIESEL EXHAUST FLUID TANK

There shall be a molded cross linked polyethylene tank for the Diesel Exhaust Fluid (DEF). The tank shall have a capacity of not less than five (5) usable gallons (18.92 Liters) and shall be mounted on the left - hand side of the chassis frame in front of the batteries below the frame. The mounting bracket shall be Hot Dipped Galvanized.

The DEF tank shall be designed with capacity for expansion in case of fluid freezing. Engine coolant, which shall be thermostaticall y controlled, shall be run through lines in the tank to help prevent the DEF from freezing and to provide a means of thawing the fluid if it should become frozen.

DIESEL EXHAUST FLUID TANK

There shall be an access door provided in the top rear step of left side crew area for access to the DEF tank.

ENGINE EXHAUST ACCESSORIES

An exhaust temperature mitigation device shall be shipped loose for installation by the body manufacturer on the vehicle. The temperature mitigation device shall lower the temper ature of the exhaust by combining ambient air with the exhaust gases at the exhaust outlet.

ENGINE EXHAUST WRAP

The exhaust tubing between the engine turbo and the diesel particulate filter (DPF) shall be wrapped with a thermal cover in order to retain the necessary heat for DPF regeneration. The exhaust wrap shall also help protect surrounding components from radiant heat which can be transferred from the exhaust.

DIESEL PARTICULATE FILTER CONTROLS

Provide DPF system status annunciation indicator lights, lights shall be installed on driver dash to alert driver when regeneration is needed and when DPF is in an active re-generation cycle.

Warning systems shall provide DEF low level warning.

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Cathedral City FD – Type 1 Pumper PAGE 44
Driver's dash shall be provided with two (2) controls for the Diesel particulate filter; one (1) manual regeneration switch to activate a regeneration cycle manually when passive burn is unobtainable due to driving conditions; and one (1) Regen "Inhibit Switch".

The switches shall be located in a covered location.

ENGINE COOLING SYSTEM

The radiator and the complete cooling system shall meet or exceed NFPA and engine manufacturer cooling system requirements.

The system shall include and feature the following:

• A vertically stacked charge air cooler producing t he maximum cooling capacity for the engine. Proposals offering horizontally stacked charge air cooler shall not be acceptable.

No Exceptions
• The charge air cooler and radiator shall measure not less than 1214 square inches • A surge tank with a low coolant probe and capable of removing entrained air from the cooling system, with built in sight glass
• Radiator re-circulation shields to prevent heated air from re- entering the cooling system and affecting performance
• Mounts allowing the entire radiator to drop through the frame for service when needed.

No Exceptions
• Engine placement shall provide a minimum of 8” between the engine fan and radiator to maximize the airflow and cooling of the engine.
• A Spin on Element water filter with corrosion inhibitor shall be provided for the cooling system. No Exception.
• The coolant filter shall be provided with two (2) shut off valves, one (1) one inlet and one (1) outlet. No Exception.
• Cooling system shall be tested and certified by the engine manufacturer

COOLANT HOSES

The cooling systems hose shall be formed silicone hose and formed aluminized steel tubing and include constant tension spring clamps.

ENGINE COOLANT

The cooling package shall include Extended Life Coolant (ELC). The use of ELC provides longer intervals between coolant changes over standard coolants providing improved performance. The coolant shall contain a 50/50 mix of ethylene glycol and de- ionized water to keep the coolant from freezing to a temperature of -34 degrees F.

Supplemental coolant additives (SCA) are not required as this is part of the extended life coolant makeup.

RESERVOIR

A coolant overflow reservoir shall be provided.

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Cathedral City FD – Type 1 Pumper PAGE 45

ENGINE PUMP HEAT EXCHANGER

A single bundle type coolant to water heat exchanger shall be installed between the engine and the radiator. This pump heat exchanger shall circulate water from the fire pump to the heat exchanger thereby reducing the temperature of the coolant for the engine. The heat exchanger shall be designed to prohibit water from the fire pump from encountering the engine coolant.

TRANSMISSION

The drive train shall include an Allison model EVS 4000 torque converting automatic transmission which shall include electronic controls. The transmission shall feature two (2) 10- bolt PTO pads located on the converter housing; one (1) in the 8:00 o'clock position and one (1) in the 1:00 o'clock position.

The transmission shall include two (2) internal oil filters and Allison approved transmission fluid which shall be utilized in the lubrication of t he EVS transmission. An electronic oil level sensor shall be included with the readout located in the shift selector.

The Gen V transmission shall include prognostic diagnostic capabilities. These capabilities shall include the monitoring of the fluid life, filter change indication, and transmission clutch maintenance.

The transmission gear ratios shall be:
1st 3.51:1
2nd 1.91:1
3rd 1.43:1
4th 1.00:1
5th 0.74:1
6th 0.64:1 (if applicable)
Rev 4.80:1

TRANSMISSION COOLING SYSTEM

The transmission shall include a water to oil cooler system located in the cooling loop between the radiator and the engine. The transmission cooling system shall meet all transmission manufacturer requirements.

The transmission cooling system shall feature conti nuous flow of engine bypass water to maintain uninterrupted transmission cooling.

TRANSMISSION DRAIN PLUG

The transmission shall include an original equipment manufacturer installed magnetic oil drain plug.

AUTOMATIC NEUTRAL

The transmission shall be provided with an automatic neutral. When the parking brake is applied the transmission automatically returns to neutral.

TRANSMISSION FLUID

The transmission shall include two (2) internal oil filters and Allison approved synthetic transmission fluid which shall be utilized in the lubrication of the EVS transmission. An electronic oil level sensor shall be included with the readout located in the shift selector.

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Cathedral City FD – Type 1 Pumper PAGE 46

TRANSMISSION SHIFT SELECTOR

An Allison 6th GEN pressure sensitive range selector touch pad shall be provided and located on the tunnel to the right of the driver.

The shift selector shall provide an indicator on the digital display and shall alert the driver/operator when a specific maintenance function is required.

PTO LOCATION

The transmission driven power takeoff (PTO) shall be mounted in the 1:00 o’clock position.

TRANSMISSION MODE PROGRAMMING

The transmission, upon start -up, will select five (5) speeds of operation. The sixth speed over drive shall be available with the activation of the mode button on the shifting pad.

TRANSMISSION PROGRAMMING

The EVS Vocation Package Number 198 for the fire service for this apparatus as a Pumper. This package shall incorporate an automatic neutral with selector override. This feature commands the transmission to neutral when the park brake is applied, regardless of drive range requested on the shift selector which requires re-selecting the drive range to shift out of neutral for the override.

This package shall be coupled with the use of a split shaft PTO and incorporate pumping circuits. The transmission will detect the pump engaged signal and automatically select or deselect fourth gear lock -up.

These circuits shall be used allowing the vehicle to operate in the fourth range lockup while operating the pump mode due to the 1 to 1 ratio through the transmission, therefore the output speed of the engine is the input speed to the pump. The pump output can be easily calculated by using this input speed and the drive ratio of the pump itself to rate the gallons of water the pump can provide.

A nine (9) pin diagnostic connector will be provided.

The trans module shall contain the following circuits:

FUNCTION ID DESCRIPTION WIRE ASSIGNMNET
C1 PTO Drive Interface Output 1 142
J Fire Truck Pump Mode (4th Lockup) 122/123
G1 PTO Drive Interface Output 1 130
C Range Indicator 145 (4th)
Signal Return 103

DRIVELINE

All drivelines shall be heavy duty metal tubes equipped with Spicer 1810 series universal joints.

The shafts shall be dynamically balanced prior to installation to alleviate future vibration. In areas of the driveline where a slip shaft is required, the splined slip joint shall be coated with Glide Coat®.

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Cathedral City FD – Type 1 Pumper PAGE 47

FUEL FILTER/WATER SEPARATOR

The fuel system shall incorporate a Racor 3150R -1210, 10-micron fuel filter/water separator as a primary filter. The fuel filter shall have a sight bowl to allow visual inspection of fuel and a drain valve to remove visible contaminants. The instrument panel shall signal when water is present in the fuel/water separator through an audible alarm and lamp.

A water -in-fuel sensor probe shall be installed in the filter bowl and wired to the water in fuel (WIF) indicator lamp on the cab dash.

A secondary fuel filter shall be included as approved by the engine manufacturer.

FUEL SYSTEM

The fuel tank shall have a capacity of sixty-eight (68) gallons/two hundred fifty-seven (257) liters.

The tank shall offer:

• A vent port which will facilitate venting to the top of the fill neck for rapid filling without any “blow-back”
• Two (2) 2” NPT fill ports for left-and-right-hand fill with a .5” NPT drain plugs centered side to side, 9" from the front of the tank
• A roll over ball check vent for temperature related fuel expansion and draw • A design including dual draw tubes and sender flanges • A baffled design which shall be constructed of steel
• A black Powder Coated exterior to ensure corrosion resistance

The fuel tank shall be mounted below the frame, behind the rear axle. There shall be two (2) three- piece strap hanger assemblies with “U” straps bolted midway on the fuel tank, allowing the tank to be easily lowered and removed for service purposes.

The strap hanger material shall be stainless-steel. No Exceptions.

For isolation of vibration and movement, rubber isolating pads shall be provided between the tank and the hanger strap assemblies. The tank straps shall be attached to rubber coated cross members which help isolate the tank from frame flex.

Strap mounting studs through the rail, hidden behind the body shall not be acceptable.

All fuel lines shall be connected with steel fittings with all fittings pointed towards the right side (curbside) of the chassis.

The chassis fuel lines shall feature an additional 4’ of length pr ovided so the tank can be easily lowered and removed for service purposes which shall be coiled and secured at the top of the tank.

FUEL LINES

The fuel system supply and return lines installed from the fuel tank to the engine shall be wire braided reinforced hose with machine crimped fittings shall be provided for the chassis fuel lines.

The wire braided hose shall consist of four (4) layers, an inner synthetic rubber tubing, an inner textile braid, a high tensile wire braid reinforcement, and a textile braided outer cover.

FUEL SHUTOFF VALVE

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Cathedral City FD – Type 1 Pumper PAGE 48
Two (2) fuel shutoff valves shall be installed in the fuel draw line. One (1) valve shall be installed at the primary fuel filter to allow the fuel filter to be changed without loss of fuel to the fuel pump.

A second fuel shutoff valve shall be installed in the fuel draw line, near the fuel tank to allow maintenance to be performed with minimal loss of fuel.

FUEL COOLER

The cross -flow air to fuel cooler shall be all aluminum and shall be provided to lower fuel temperature allowing the vehicle to operate at higher ambient temperatures. The fuel cooler shall be located reward of the battery box, under the frame.

The fuel cooler shall incorporate a fan for improved heat transfer.

The fuel cooler shall be mounted to the frame using hot dipped galvanized brackets. Powder coated or painted brackets shall not be acceptable. No exception.

ALTERNATOR

The charging system shall include a 320-amp Leece Neville 12-volt alternator. The alternator shall include a self-excited integral regulator.

V-MUX ELECTRICAL SYSTEM

There shall be a 12- volt direct current single starting electrical system providing power to all components for the cab and chassis. The system shall feature:

• A Weldon Multiplexed system
• 300-degree Fahrenheit high temperature, flame retardant loom • All SAE wiring color coded and labeled as to its function • Wiring which is cross link with 311-degree Fahrenheit insulation • A suppressed system in accordance with SAE J551

The primary power distribution will be located forward of the officer's seating position and be easily accessible while standing on the ground for simplified maintenance and troubleshooting. Additional electrical distribution centers will be provided throughout the vehicle to house the vehi cle's electrical power, circuit protection, and control components. The electrical distribution centers will be located strategically throughout the vehicle to minimize wire length. For ease of maintenance, all electrical distribution centers will be eas ily accessible. All distribution centers containing fuses, circuit breakers and/or relays will be easily accessible.

Circuit protection devices, which conform to SAE standards, will be utilized to protect electrical circuits. All circuit protection dev ices will be rated per NFPA requirements to prevent wire and component damage when subjected to extreme current overload.

General protection circuit breakers will be a combination of automatic and manual reset breakers. This will provide durability and capacity maximization of the electrical system. When required, automotive type fuses will be utilized to protect electronic equipment. Control relays and solenoid will have a direct current rating of 125 percent of the maximum current for which the circuit is protected per NFPA.

EMI/RFI PROTECTION

To prevent erroneous signals from crosstalk contamination and interference, the electrical system will meet, at a minimum, SAE J551/2, thus reducing undesired electromagnetic and radio frequency

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emissions. An advanced electrical system will be used to ensure radiated and conducted electromagnetic interference (EMI) or radio frequency interference (RFI) emissions are suppressed at their source.

The apparatus will have the ability to operate in the electromagnetic environment typically found in fire ground operations to ensure clean operations. The electrical system will meet, without exceptions, electromagnetic susceptibility conforming to SAE J1113/25 Region 1, Class C EMR for 10KHz -1GHz to 100 Volts/Meter. The vehicle OEM, upon request, will provide EMC testing reports from testing conducted on an entire apparatus and will certify that the vehicle meets SAE J551/2 and SAE J1113/25 Region 1, Class C EMR for 10KHz -1GHz to 100 Volts/Meter requirements. Component and partial (incomplete) vehicle testing is not adequate as overall vehicle design can impact test results and thus is not acceptable by itself.

EMI/RFI susceptibility will be controlled by applying appropriate circuit designs and shielding. The electrical system will be designed for full compatibility with low-level control signals and high-powered two- way radio communication systems. Harness and cable routing will be given careful attention to minimize the potential for conducting and radiated EMI/RFI susceptibility.

ELECTRICAL HARNESSING INSTALLATION

To ensure rugged dependability, all wiring harnesses installed by the apparatus manufacturer will conform to the following specifications:

SAE J1128 - Low tension primary cable
SAE J1292 - Automobile, truck, truck-tractor, trailer and motor coach wiring SAE J163 - Low tension wiring and cable terminals and splice clips SAE J2202 - Heavy duty wiring systems for on-highway trucks NFPA 1901 - Standard for automotive fire apparatus
FMVSS 302 - Flammability of interior materials for passenger cars, multipurpose passenger vehicles, trucks, and buses
SAE J1939 - Serial communications protocol
SAE J2030 - Heavy-duty electrical connector performance standard SAE J2223 - Connections for on board vehicle electrical wiring harnesses NEC - National Electrical Code SAE J561 - Electrical terminals - Eyelet and spade type SAE J928 - Electrical terminals - Pin and receptacle type A

For increased reliability and harness integrity, harnesses will be routed throughout the cab and chassis in a manner which allows the harnessing to be laid into its mounting location. Routing of harnessing which requires pulling of wires through tubes will not be allowed.

Wiring will be run in loom or conduit where exposed and have grommets or other edge protection where wires pass through metal. Wiring will be colored, function and number coded. Wire colors will be integral to each wire insulator and run the entire length of each wire. Harnessing c ontaining multiple wires using a single wire color for all wires will not be allowed. Function and number codes will be continuously imprinted on all wiring harness conductors at 3.00" intervals. All wiring installed between the cab and into doors will b e protected by an expandable rubber boot to protect the wiring. Exterior exposed wire connectors will be positive locking, and environmentally sealed to withstand elements such as temperature extremes, moisture and automotive fluids.

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Cathedral City FD – Type 1 Pumper PAGE 50
Electrical wiring and equipment will be installed utilizing the following guidelines:

• All wire ends not placed into connectors will be sealed with a heat shrink end cap. Wires without a terminating connector or sealed end cap will not be allowed. • All holes made in the roof will be caulked with silicon. Large fender washers, liberally caulked, will be used when fastening equipment to the underside of the cab roof. • Any electrical component that is installed in an exposed area will be mounted in a manner that will not allow moisture to accumulate in it. Exposed area will be defined as any location outside of the cab or body.
• For low cost of ownership, electrical components designed to be removed for maintenance will be quickly accessible. For ease of use, a coil of wire wi ll be provided behind the appliance to allow them to be pulled away from the mounting area for inspection and service work. • A corrosion preventative compound will be applied to non-waterproof electrical connectors located outside of the cab or body. All non- waterproof connections will require this compound in the plug to prevent corrosion and for easy separation of the plug. • Any lights containing non- waterproof sockets in a weather -exposed area will have corrosion preventative compound added to the socket terminal area. • All electrical terminals in exposed areas will have protective Coating applied completely over the metal portion of the terminal.
• Rubber coated metal clamps will be used to support wire harnessing and battery cables routed along the chassis frame rails.
• Heat shields will be used to protect harnessing in areas where high temperatures exist.

Harnessing passing near the engine exhaust will be protected by a heat shield. • Cab and crew cab harnessing will not be routed through enclosed metal tubing. Dedicated wire routing channels will be used to protect harnessing therefore improving the overall integrity of the vehicle electrical system. The design of the cab will allow for easy routing of additional wiring and easy access to existing wiring.
• All braided wire harnesses will have a permanent label attached for easy identification of the harness part number and fabrication date.
• All standard wiring entering or exiting the cab will be routed through sealed bulkhead connectors to protect against water intrusion into the cab.

BATTERY CABLE INSTALLATION

All 12 -volt battery cables and battery cable harnessing installed by the apparatus manufacturer will conform to the following requirements:

SAE J1127 - Battery Cable
SAE J561 - Electrical terminals, eyelets and spade type SAE J562 - Nonmetallic loom
SAE J836A - Automotive metallurgical joining
SAE J1292 - Automotive truck, truck-tractor, trailer and motor coach wiring NFPA 1901 - Standard for automotive fire apparatus

Battery cables and battery cable harnessing will be installed utilizing the following guidelines:
• All battery cables and battery harnesses will have a permanent label attached for easy identification of the harness part number.
• Splices will not be allowed on battery cables or battery cable harnesses. • For ease of identification and simplified use, battery cables will be color coded. All positive battery cables will be red in color or wrapped in red loom the entire length of the cable. All negative battery cables will be black in color.

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Cathedral City FD – Type 1 Pumper PAGE 51
• For increased reliability and reduced maintenance, all electrical buss bars located on the exterior of the apparatus will be coated to prevent corrosion.

ELECTRICAL COMPONENT INSTALLATION

All lighting used on the apparatus will be, at a minimum, a two (2) wire light grounded through a wired connection to the battery system. Lights using an apparatus metal structure for grounding will not be allowed.

An operational test will be conducted to ensure that any equipment that is permanently attached to the electrical system is properly connected and in working order. The results of the tests will be recorded and provided to the purchaser at time of delivery.

SUMMARY OF LOAD MANAGEMENT SYSTEM

In the V-MUX electrical system there will be eight pre-defined Load Manager Trigger points spaced apart in 0.4 Volt increments. Each Output channel can be set for Load Management that will be turned OFF if node voltage falls below a certain level. The trigger points will be configured as shown below.

Load Manager Trigger Points:

1: 12.5-V Load Shed Region 1 (12.5 - 12.1 V)
2: 12.1-V Load Shed Region 2 (12.1 - 11.7 V)
3: 11.7-V Load Shed Region 3 (11.7 - 11.3 V)
4: 11.3-V Load Shed Region 4 (11.3 - 10.9 V)
5: 10.9-V Load Shed Region 5 (10.9 - 10.5 V)
6: 10.5-V Load Shed Region 6 (10.5 - 10.1 V)
7: 10.1-V Load Shed Region 7 (10.1 - 9.7 V)
8: 9.7-V

When the voltage of a Load Managed device recovers back above the trigger point, there will be an additional 30 seconds before the Output channel is t urned back ON. This buffering time is to ensure that the added load doesn't immediately pull the voltage back below the trigger point.

Below are the standard voltage managed outputs that will be triggered off at 12.1 V.

HVAC FAN MED

HVAC FAN HIGH

HVAC FAN LOW

AUX DEFROST FANS

A/C CONDENSER FANS RLY

A/C COMPRESSOR CLUTCH

AUTO THROTTLE (AUTO HIGH IDLE)

There will be an Automatic High Idle (Auto Throttle) logic that will run in conjunction with the Load Management. The Auto Throttle logic will be ran on the Hercules node under the passenger side kick panel compartment. The standard system design will be triggered on at 12.3 V and triggered off at 12.6 V with a 30 second delay before disengagement. The Auto Throttle function will act to turn the V -MUX High Idle Output ON and OFF. In turn the High Idle sends a signal to the engine ECU. The Auto Throttle Command will be interlocked with Park Brake and Park/Neutral for safety. A Service Brake override interlock will also be configured to immediately return the engine to Low Idle if the vehicle has to move.

PUMP SHIFT

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Cathedral City FD – Type 1 Pumper PAGE 52
The pump shift shall be located on the driver switch panel.

MULTIPLEX DISPLAYS

Two (2) Weldon Vista IV displays shall be located one (1) on the driver’s side dash and one (1) on the officer’s side of the dash.

The Vista IV displays shall feature:

• A full color LCD display screens
• A message bar displaying the time of day, and important messages requiring acknowledgement by the user
• Four (4) push button style controls on either side of the screen for the on-board diagnostics • Seven (7) push button style controls located below the screen for the on-board diagnostics • Video ready display screens for back- up cameras, thermal cameras, and DVD • A DIN type input connector ready for GPS interfacing shall be incorporated into the back of the display
• There shall be a display which indicates any open cab door with a visual display.

The Vista IV displays shall measure approximately 10.36” wide x 7.63” in height.

DRIVER SWITCHES

The driver switch panel to the right of the driver's position shall include one (1) row with six (6) backlit rocker switches with laser etched labels located under the Weldon Vista screen.

Standard switches shall include:

• Windshield Wiper/Washer Control (except when Smart Wheel is specified) • Dash panel dimmer switch
• Headlights (except when Smart Wheel is specified)

One switch for ground lights

V-MUX WARRANTY – 4 YEAR

A four (4) year limited (V-MUX) multiplex system warranty, of Weldon Technologies, Incorporated; shall be provided by the apparatus manufacturer for parts and labor, while under normal use and service; against mechanical, electrical, and physical defects from the date of manufacture.

The warranty shall exclude sensors, shunt interface modules, serial or USB kit s, transceivers, cameras, GPS, and electrical display screens, which shall be limited to a period of one a (1) year repair parts and labor from the date of installation. A copy of the warranty shall be provided with each Bidders proposal for the review and evaluation of the Purchaser.

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DATA RECORDING SYSTEM

The chassis shall have a Weldon Vehicle Data Recorder system installed. The system shall be designed to meet NFPA 1901. The following information shall be recorded:

• Vehicle Speed
• Acceleration
• Deceleration
• Engine Speed
• Engine Throttle Position
• ABS Event
• Seat Occupied Status
• Seat Belt Status
• Master Optical Warning Device Switch Position
• Service Brake
• Engine Hours
• Time
• Date

Each portion of the data shall be recorded at the specified intervals and st ored for the specified length of time to meet NFPA 1901 guidelines and shall be retrievable by connecting a laptop computer to the VDR system. The laptop connection shall be a panel mounted female type A or B USB connection point, remotely mounted in the left side foot well of the cab. The latest software shall be available for download from the Weldon website.

SEAT BELT WARNING

A Weldon seat belt warning system, integrated with the Vehicle Data Recorder system, shall be installed for each seat within the cab. The system shall activate an indicator light in the instrument panel, a digital seat position indicator with a seat position legend in the switch panel, and an audible alarm.

The warning system shall activate when any seat is occupied with a mi nimum of 60 pounds, the corresponding seat belt remains unfastened, and the park brake is released. The warning system shall also be activated when any seat is occupied, the corresponding seat belt was fastened in an incorrect sequence, and the park brake is released. Once activated, the visual indicators and audible alarm shall remain active until all occupied seats have their respective seat belts fastened.

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CAB INSTRUMENTATION

The instrumentation panel within the cab shall feature a digital display which shall include an information center, telltale indicator lamps, control switches, alarms, and diagnostics.

The gauges shall be easy to read including.

The instrument panel shall contain the following gauges and indictors:

• A programmable speedometer to read either 0 to 100 MPH or 0 to 100 KM/H • An amber telltale lamp indicating the Check Engine
• An amber telltale lamp indicating MIL Engine Emissions System Malfunction • A red telltale lamp indicating Stop Engine
• A tachometer gauge with 0-3,000 RPM
• A gauge to display the engine oil pressure with high and low -level indicators and stop engine alarm
• A fuel level gauge with a low fuel indicator and alarm • An LED bar displaying 4 stages of the level for the Diesel Exhaus t Fluid (DEF) with a refill indicator (when applicable)
• A voltage gauge with low voltage indicator
• A water temperature gauge with high water temp indicator and alarm • A primary air PSI gauge including low air and high air warning displays • A secondary air PSI gauge with low and high air warning indication

A diagnostic display, located in the lower left -hand side of the screen shall include digital readouts for the following:
• Odometer
• Transmission oil temp
• Engine oil temp
• Speedometer
• Engine hours
• Engine and transmission code
• Exhaust temp
• Engine coolant temp
• Engine oil PSI
• Turbo boost PSI
• Primary air pressure
• Secondary air pressure
• Engine load %
• Engine torque
• Battery volts
• Fuel level %
• Vehicle speed
• RPM
• DEF level (when applicable)
• Instant fuel economy
• Average fuel economy

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• Engine hours
• Capable to record three trips, each shall include:
· Trip distance
· Fuel economy
· Fuel used
· Idle fuel used
• The screen shall also provide diagnostic capability

To promote safety, the following telltale indicator lamps will be integral to the digital display. The indicator lamps will be "dead- front" design that is only visible when active. The colored indicator lights will have descriptive text or symbols. The following indicator lamps shall be located on the Telltale panel:

BLUE Indicator Lights
• High Beam Headlight
GREEN Indicator Lights
• Right Turn Indicator
• Left Turn Indicator
• Battery On (Always On with master switch)
YELLOW Indicator Lights
• Particle Filter Regeneration (DPF)
• Regeneration Inhibit (Switch Engaged)
• Air Intake Restriction
• High Exhaust System Temperature (HEST)
• Wait to Start (when applicable)
• ATC (Automatic Traction Control) (when applicable)
• Water in Fuel Air Bag Warning (when applicable)
• ABS
RED Indicator Lights
• Low Engine Coolant Level
• Air Bag Warning (when applicable)
• Check Transmission
• High Transmission Temperature
• Parking Brake

ALARMS

Audible steady tone warning alarm: A steady audible tone alarm will be provided whenever a warning message is present.

Alarm silence: Any active audible alarm will be able to be silenced with a button on the screen, except the low air pressure alarm will not silence until air pressure is above 70 psi.

INDICATOR LAMP AND ALARM PROVE-OUT

Telltale indicators and alarms will perform prove-out at initial power-up to ensure proper performance.

DIAGNOSTIC PANEL

A diagnostic panel shall allow diagnostic tools such as computers to connect to various vehicle systems for improved trouble shooting providing a lower cost of ownership.

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The diagnostic panel shall include:
• Engine diagnostic port
• V-Mux USB diagnostic port (when applicable)
• Diesel particulate filter regeneration switch (when applicable) • Diesel particulate filter regeneration inhibit switch (when applicable) The enclosed diagnostic panel, accessible through the HVAC access panel shall include:
• Transmission diagnostic port
• ABS diagnostic port
• SRS diagnostic port (when applicable)

BATTERIES

The single start electrical system shall include six (6) group 31 1000 CCA batteries.

The batteries shall feature:

• A 200-minute reserve capacity
• 4/0 dual path starter cables per SAE J541
• Heat-shrink and sealant encapsulated ends on the cables • Maintenance free

BATTERY COMPARTMENTS

A well ventilated, hot dipped galvanized battery storage compartment shall house the batteries on the officer and driver side of the chassis and shall be located so as to offer easy access to the batteries when the cab is tilted.

Each battery compartment shall feature:

• Hot dipped galvanized 3/16" steel construction.
• A complete floor of heavy duty, industrial grade, recycled Turtle Tile brand interlocking matting • A hinged hot dipped galvanized steel cover with two (2) magnets shall be utilized providing easy access to the batteries. No tools shall be required to gain access to the batteries. • When in the open position, the hinged door shall rotate past the bottom of the battery compartment, allowing for a sweep out style floor and removal of the batteries, when necessary, without the inference of a lower lip. No Exceptions.

BATTERY CABLES

The starting sy stem shall include cables which shall be protected by a 275- degree F, minimum high temperature flame retardant loom.

The cables shall be in a loom to help keep out dirt, dust and debris.

BATTERY JUMPER STUD

The starting system shall include battery jumper studs installed in the forward most portion of the driver's side lower step.

The studs shall allow the vehicle to be jump started, charged, or the cab raised in an emergency in the event of battery failure.

IGNITION

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A master battery system with a keyless start ignition system shall be provided. Each system shall be controlled by a marine grade two position switch, of which shall be mounted on the left side of the steering wheel adjacent to the driver's knee.

A push button type starter button shall be provided on the driver dash to the left of the steering wheel.

The starter button shall only operate when both the master battery and ignition switches are in the “ON” position.

POWER & GROUND STUD

An electrical distribution panel shall include two (2) power studs. The studs shall be a minimum of 1/4" and each of the power studs shall be circuit protected with a fuse of the specified amperage. One (1) power stud shall be capable of carrying up to a 40- amp battery direct load. One (1) power stud shall be capable of carrying up to a 15- amp ignition switched load. The two (2) power studs shall share one (1) 1/4" ground stud.

GROUND LIGHTS

Each door shall include an Amdor H2O LED 20.00 inch AY -9500-020 white ground light mounted to the underside of the cab step below each door.

GROUND LIGHT ACTIVATION

The ground lights shall activate when the park brake is engaged and when either the front or rear side doors is open, the respective ground light shall activate.

Driver Panel / Switch Panel (6 Switches) Under the Vista Screen- One switch for ground lights

CAB STEP LIGHTING

One (1) LED light shall be mounted to the riser of the middle cab step, a total of eight (8) step lights for the cab, in accordance with NFPA.

Each light shall include a polycarbonate lens and shall be contained in a housing which is vibration welded with a LED head which shall be shock mounted. Each step light shall not be any larger than 3" in diameter.

STEP LIGHT ACTIVATION

The step lighting shall be activated by opening any of the cab doors on the respective side.

INTERIOR DOOR WARNING LIGHTS

The interior of each door shall include one (1) 15" Weldon Amber Direct Flash LED warning light located on the door above the window. Each light shall activate with a flashing pat tern when the door is in the open position to serve as a warning to approaching traffic.

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ENGINE COMPARTMENT LIGHTING

Two (2) LED lights shall be mounted to the engine compartment in such a fashion as to provide as much light as possible to the engine compartment area. The engine compartment lighting shall activate with the tilting of the cab.

INTERIOR OVERHEAD CAB LED LIGHTING

Each cab door shall include a dual red and white LED lamp. There shall be one (1) light centered over each of the driver and officer’s seats, and one centered over each crew door.

The clear lamp shall illuminate with the opening of each respective door with both the red and clear portions of the lamp activated by individual lighted switches on each lamp.

ROOF TOP SPOT LIGHT

One (1) GoLight Model 20214 (black) LED spotlight with wired dash- mount remote shall be installed on the officer's side cab roof.

Go-Light Mount Officer Side - 8-11"

ROOF TOP SPOT LIGHT

One (1) GoLight Model 20214 (black) LED spotlight with wired dash- mount remote shall be installed on the driver's side cab roof.

Go-Light Mount Driver Side - 8-11"

PORTABLE LANTERN

Two (2) Streamlight model 45851 portable handlight shall be installed. The lantern shall include a mounting bracket, with 12 volt wiring to the specified shore power receptacle circuit to allow the light to recharge when not in use.

Litebox lights to be shipped loose and mounted by the body builder; final locations TBD at pre-construction or mid-point

HANDLIGHT

Three (3) Streamlight Survivor® LED yellow personal right -angle flashlight (P/N 90519) shall be installed.

The flashlight shall include a mounting bracket, with fast charge 12 volt charger wir ed to the apparatus battery system to allow the light to recharge when not in use.

HANDLIGHT INSTALLATION

The location of the handlight installation shall be in the chassis cab. All components shall be installed as directed by the fire department.

HANDLIGHT INSTALLATION

The location of the handlight installation shall be on the seatbox.

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Survivor lights; provide wiring to the following locations and final mounting TBD at mid-point inspection;

* Officer seat pedestal
* Driver seat pedestal
* Officer side crew seat pedestal

DO NOT MOVE APPARATUS LIGHT

The front headliner of the cab shall include a flashing red Whelen round LED light with a red lens clearly labeled "Do Not Move Apparatus". The flashing red light shall be 3.00- inches in diameter and s hall be located centered left to right for greatest visibility. The light shall be interlocked for activation when either a cab door is not firmly closed, or an apparatus compartment door is not closed, and the parking brake is released. The warning light shall also be attached to folding equipment racks and light towers as specified.

NFPA requires the red light. NFPA 1901.13.11.1

DOOR OPEN ALARM

There shall be an audible alarm interlocked for activation when the parking brake is released and either a cab door or apparatus compartment door is not completely closed or an accessory not completely stowed.

WATER TANK VOLUME REMOTE INDICATOR

A pair of Fire Research MaxVision model WLA280- A00 tank remote indicator shall be installed, one remote indicator on each side of the apparatus. The indicator shall show the volume of water in the tank on ninety six (96) easy to see super bright tri -color LEDs. The indicator case shall be waterproof, manufactured of polycarbonate material with an integrated lens. The package includes a rubber gasket.

The remote indicator shall receive input information over a datalink from a Fire Research TankVision model WLA300-A00 or WLA400-A00 tank primary indicator. The remote indicator shall indicate the level as a single color in Red for 25% or less, Amber color for up to 50% volume, Blue color for up to 75% volume and Green color for up to 100% volume. When the level reaches 25%, the red LEDs will begin flashing. When the level is empty, the red LEDs will scroll in a down- chasing motion and then flash three times. It shall have the program capability to adjust the brightness level for day time and nighttime viewing.

MOUNTING LOCATION

The tank level gauges shall be mounted, one each side of the chassis cab, in the upper rear cab corners.

AIR HORN FOOT SWITCH

A foot switch shall be installed to activate the air horn system on the driver's side of the floor.

AIR HORN LANYARD

A dual roof mounted pull cord shall be installed to activate the air horn system. The pull cord shall be installed within easy reach of the driver and officer.

FRONT SCENE LIGHTING

The following scene lighting shall be located on the front brow of the cab:

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LED SCENE LIGHT

A Fire Tech FT -B-72-B brow light shall be provided and installed below the l ight bar. The light shall produce 30,096 lumens and be powder coated black.

SCENE LIGHT SWITCHING

The one (1) front scene light(s) shall activate via a virtual scene light switch located on the driver's and officer's Vista screens.

LEFT SIDE CAB SCENE LIGHTING

The following scene lighting shall be located on the left side of the cab:

SCENE LIGHT

One (1) FireTech Guardian FT -GESM scene light shall be provided. The fixture shall be designed to attach to the side of the apparatus and emit light both straight down the side of the body at 0 degrees, and in a perpendicular plane to the mounting sheet on to the scene area near the apparatus. The fixture shall incorporate 4 rows of LEDs, with the center two rows of 6 LEDs using conical acrylic optics mounted in alignment with each other to a portion of the aluminum fixture body pointing the entire optical and electronic assembly downward 10 degrees. A moisture blocking vent valve shall be installed in the body of the fixture to allow for equalization of internal pressure without introduction of moisture into the housing.

SCENE LIGHT SWITCHING

The one (1) left side scene light(s) shall activate via a virtual scene light switch located on the driver's and officer's Vista screens.

LEFT SIDE CAB SCENE LIGHTING

The following scene lighting shall be located on the left side of the cab:

SCENE LIGHT

SCENE LIGHT SWITCHING

The one (1) right side scene light(s) shall activate via a virtual scene light switch located on the driver's and officer's Vista screens.

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ELECTRIC SIREN AND CONTROL

A Wh elen model #295SLSA1 electronic siren shall be mounted in the cab. This unit shall feature an electronic air horn, wail, yelp, hi-lo and shall have a hard wired PA microphone.

FEDERAL MECHANICAL SIREN PROVISIONS

Provisions for a Federal Signal Q2B mechanical siren shall be supplied with the chassis.

SIREN CONTROL

A foot switch shall be provided on the driver's side of the cab floor to activate the Federal Signal Q2B siren.

SIREN CONTROL

The mechanical siren shall not be able to activate unless the E-Master switch is activated.

SIREN BRAKE

Two (2) push button siren brake switches for the Federal Signal Q2B siren shall be provided, one (1) on the driver's side dash and one (1) on the officer's side dash.

LIGHTBAR

One (1) Whelen Ultra Freedom IV light bar shall be included with the apparatus cab. The light bar shall be a model F4N1QLED and shall be mounted on the roof of the cab, towards the front, above the windshield.

The light bar shall feature:
• A 81" light bar designed for high performance
• Clear hard coated lenses to provide extended life/luster protection against UV & chemical stresses • Designed in accordance with NFPA Zone A requirements
• See attached Whelen light bar order form

TRAFFIC LIGHT CONTROL

One (1) Global Traffic Technologies Opticom 492H high-priority traffic light emitter and control device shall be installed on the apparatus cab roof. The traffic emitter shall be wired thru the park brake to deactivate when the park brake is set.

LIGHTBAR ACTIVATION

The front upper light bar s hall be activated through the Weldon Vista screen "E -Master" red button and through a separate virtual switch located within the "Warning Lt Menu".

UPPER REAR WARNING LIGHTS

The upper rear warning lights shall be provided on the body.

WARNING LIGHT FLASH SEQUENCER

A Federal Signal Intelli -Flash flash sequencer, model 650302, shall be provided. The electronic control unit is a 16 channel flasher with a total capacity of 40 amperes, or approximately 20 LED warning lights.

The Intelli-Flash flasher is capable of NFPA Zone control, or "A Phase" - "B Phase" alternating type flash

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sequences with (21) different flash patterns available. This model of Intelli -Flash is a high side (+VDC) switching system, and is used where a standard alternating flasher is ins ufficient for the load requirements. The Department shall specify what lights are to be sequenced.

INBOARD WARNING LIGHTS

One (1) pair of Whelen model M6 LED warning lights shall be installed, one each side one the front of the chassis cab, in the inboard warning light position. The dimensions of the lights shall be 4-5/16" x 6-3/4".

Steady burn

The driver side warning light shall be a Whelen Model M6R red Super-LEDTM with color lens.

The officer side warning light shall be a Whelen Model M6R red Super-LEDTM with color lens.

Each light shall be mounted with a Whelen Model M6FC chrome flange.

OUTBOARD HEADLIGHT WARNING LIGHTS

One (1) pair of Whelen model M6 LED warning lights shall be installed, one each side one the front of the chassis cab, in the outboard position, below the headlights. The dimensions of the lights shall be 4- 5/16" x 6-3/4".

The driver side warning light shall be a Whelen Model M6R red Super-LEDTM with color lens.

The officer side warning light shall be a Whelen Model M6R red Super-LEDTM with color lens.

Each light shall be mounted with a Whelen Model M6FC chrome flange.

INTERSECTION WARNING LIGHTS

Wiring provisions shall be supplied with the chassis for the front intersection warning lights.

LOWER MID CHASSIS WARNING LIGHTS

One (1) pair of Whelen model M6 LED warning lights shall be installed one each side of the chassis cab, above the chassis wheels. The dimensions of the lights shall be 4-5/16" x 6-3/4".

Over front wheels

The driver side warning light shall be a Whelen Model M6R red Super-LEDTM with color lens.

The officer side warning light shall be a Whelen Model M6R red Super-LEDTM with color lens.

Each light shall be mounted with a Whelen Model M6FC chrome flange.

UPPER MID CHASSIS WARNING LIGHTS

One (1) pair of Whelen model M6 LED warning lights shall be installed one each side of the chassis cab, above the side window. The dimensions of the lights shall be 4-5/16" x 6-3/4".

The driver side warning light shall be a Whelen Model M6R red Super-LEDTM with color lens.

The officer side warning light shall be a Whelen Model M6R red Super-LEDTM with color lens.

Each light shall be mounted with a Whelen Model M6FC chrome flange.

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TRAFFIC ARROW LIGHT

One (1) Whelen Model #TAM85 Traffic Advisor shall be installed. The light shall be equipped with eight (8) 500 Series TIR6™ Super -LED lights in a low profile flat style lamps measuring 46- 7/8" (119cm) in length. The unit shall be mounted at the rear of the apparatus body. The Traffic Advisor control head shall be mounted inside the cab and be accessible by the driver and officer.

TRAFFIC ARROW CONTROL HEAD

A Whelen TACTL5 control head shall be supplied with the traffic arrow.

BACK-UP ALARM

A Preco self -adjusting automatic electric back -up alarm shall be installed under the rear of the vehicle.

The alarm shall be wired to the back -up light circuit and will automatically activate when the transmission is placed in reverse.

OVER-RIDE SWITCH

An over-ride switch, auto reset shall be provided in the Vista display and control screen.

HAAS ALERT / HA-5

R2V (Responder -to-Vehicle) with HAAS ALERT R2R (Responder -to-Responder) Capability HAAS Alert Model Number “HA -5” shall be provided. The device shall: be constructed of high strength, impact resistant, RoHS compliant ASA Plastic; have IP65 ingress protection; include a cellular modem that connects to commercially available cellular networks to transmit and receive data to/from the HAAS Alert Safety Cloud™ and include a cellular network data plan that shall; send vehic le GPS location, speed, course, acceleration, and emergency lights status (e.g., “on” or “off”) to the HAAS Alert Safety Cloud every two (2) seconds while the vehicle is moving with e- master activated; send changes in the emergency lights status to the HAAS Alert Safety Cloud; be connected to the E-Master or emergency lights master via a minimum of 22- gauge wire; be connected to the vehicle’s main battery via a minimum of 20- gauge wire so that it receives constant power; be connected to the vehicle’s ground via a minimum of 20- gauge wire; have a parasitic shut off that turns off the device when the vehicle’s battery voltage falls below 12V; be mounted inside the cab on the dashboard, within 10 feet of the officer’s seat and with a clear view of the sky. The device shall be up-gradable to other communication technologies such as, at minimum; 5G, 5.9 band, and FirstNet.

The device shall utilize the HAAS Alert Safety Cloud to send digital R2V (Responder -to-Vehicle) alerts to nearby civilian drivers via in- dash infotainment and IVI (In- vehicle Infotainment) units, Waze and other popular consumer navigation applications when the vehicle is en- route with emergency lights engaged; utilize the HAAS Alert Safety Cloud to send digital R2V alerts to nearby civilian dri vers via in -dash infotainment and IVI (In- vehicle Infotainment) units, Waze and other popular consumer navigation applications when the vehicle is on- scene with emergency lights engaged; has the ability to utilize the HAAS Alert Safety Cloud to receive digital R2R (Responder -to-Responder) alerts when the vehicle is en- route with emergency lights engaged and other responding emergency vehicles are in close proximity; have a port that connects to a compatible peripheral device to communicate R2R alerts to vehicle passengers. The device shall be able to communicate across all manufacturer brands.

The device shall have a companion, password- protected, web-based dashboard that provides authorized users with a map- based visualization of real -time vehicle location, emergency response status (i.e., “responding”, “on-scene”, “ready”, “offline”) with the ability for expanded attribution, vehicle speed and course, vehicle time-to-scene information, and vehicle time-on-scene information.

Dimensions – Length, Width, Height (Inches): 5.4” x 2.7” x 1.3"

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Input Voltage - Power: 12.5V to 15V
Input Voltage - Lights Indicator: 12V to 15V
Amperage: 120 mA peak draw
Operating Temperature Range: -40℃ to 85℃
Weight (Ounces): 7 oz.

The HAAS system shall be provided with a 5-year subscription.

REAR & SIDE FACING CAMERA

A rear facing black box style rearview camera shall be installed on the rear of the vehicle. There shall also be a teardrop style rearview camera mounted to the officer side of the vehicle. The rear camera shall be activated when the vehicle transmission is shifted to reverse, and the side tear drop camera shall be activated with the corresponding turn signal. The images shall be viewed on the driver's and officer's side Vista screens. The side camera housing shall be black.

The rear facing camera shall feature automatic heating when the temperature is below 10 degrees Fahrenheit, and 150-degree lens. No Exception.

BATTERY CHARGER

A Kussmaul Chief series model #091- 266-12-60, high output battery charger with remote display (091-94- 12) shall be wired to the 12- volt battery system. The charger unit shall be mounted in a clean dry area and will be accessible for service and/or maintenance.

CHARGER LOCATION

The battery charger will be mounted under the forward-facing seat box.

--The battery charger is to be temporarily mounted for RMN to mount in the L1 compartment. --Provide sufficient coil of cable to allow the charger to be mounted up high in L1.

SHORELINE INLET

There shall be a Kussmaul 20-amp super auto eject with a red cover supplied.

SHORELINE LOCATION

The shoreline shall be located on the driver’s side of the cab behind the front door and above the wheel well.

INDICATOR

The indicator shall be located in the drivers step well.

--Display mounted in driver's seat riser.

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OVERALL HEIGHT

10’ 11”

OVERALL LENGTH

34’ 2”

OVERALL WIDTH

A100” not including mirrors

WHEELBASE

208”

MINIMUM ANGLE OF APPROACH

Minimum Angle of Approach: 12° (show on drawing)

MINIMUM ANGLE OF DEPARTURE

Minimum Angle of Departure: 12° (show on drawing).

NFPA PUMPER EQUIPMENT ALLOWANCE

In complianc e with the current NFPA 1901 guidelines, the apparatus shall be engineered to provide an allowance of 2500 pounds of fire department provided loose equipment.

CONTRACT CHANGE NOTICE

The quoted delivery time is based upon our receipt of the specified materials required to produce the apparatus in a timely manner. "Delivery" means the date company is prepared to make physical possession of vehicle available to the customer.

The Company shall not be responsible nor deemed to be in default on account of del ays in performance due to causes which are beyond the Company’s control which make the Company’s performance impracticable, including but not limited to civil wars, insurrections, strikes, riots, fires, storms, floods, other acts of nature, explosions, ear thquakes, accidents, any act of government, delays in transportation, inability to obtain necessary labor supplies or manufacturing facilities, allocation regulations or orders affecting materials, equipment, facilities or completed products, failure to obtain any required license or certificates, acts of God or the public enemy or terrorism, failure of transportation, pandemics, epidemics, quarantine restrictions, failure of vendors (due to causes similar to those within the scope of this clause) to perform their contracts or labor troubles causing cessation, slowdown, or interruption of work.

After execution and acceptance of this Purchase Process, the Buyer may request that the Company incorporate a change to the Products or the Specifications for the P roducts by delivering a Change Order to the Company; provided, however, that any such Change Order must be in writing and include a description of the proposed change sufficient to permit the Company to evaluate the feasibility of such Change Order. Withi n seven (7) working days of receipt of a Change Order, the Company will inform the Buyer in writing of the feasibility of the Change Order, the earliest possible implementation date for the Change Order, of any increase or decrease in the Purchase Price resulting from such Change Order, and of any effect on production scheduling or delivery resulting from such Change Order. The Company shall not be liable to the Buyer for any delay in performance or delivery arising from any such Change Order.

Purchase Price may be modified only by mutual written agreement of the Parties because of changes to

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the Apparatus required or requested by the Buyer during the construction process pursuant to Appendix C, Change Order Policy. Any changes in the Purchase Price result ing from changes to the Apparatus required or requested by the Buyer during the construction process shall be stated in the Change Order signed by both parties. Additional Changes: If various state or federal regulatory agencies (e.g., NFPA, DOT, EPA) require changes to the specification and/or the product that result in a cost increase to comply therewith this cost will be added to the Purchase Price to be paid by the customer.

FINANCIAL STABILITY SPECIFICATIONS

With high- profile instances of fire apparatus manufacturers encountering financial difficulties, it is imperative that fire departments be diligent in evaluating the financial position of the companies they solicit to build on their emergency response vehicles. A contract entered into with a c ompany on shaky ground is a dangerous prospect, since conducting business with a manufacturer in such condition could open the department to monumental problems.

Take, for instance, the growing theme of manufacturers requiring as opposed to offering pre-payment and progressive payment options with a corresponding discount off the price of a vehicle. Such offers are made with an ulterior motive in mind, as it can be generally inferred that manufacturers requiring pre- payments and progressive payments do so because they need your cash today to fund production of other vehicles already in the backlog.

Should problems arise, as has been the case in situations too numerous to mention, your department risks losing any down payments already made or even the entire cost of a piece of equipment should certain pre-pay discount situations go awry.

While pre- payment discounts may be enticing, it is important to know just how stable the manufacturer seeking your funds is before you make that commitment. If you enter into one of these agreements and the manufacturer hits a rough patch, it is you that will be hurting, because your funds may not be recoverable. However, if you enter into a contract with a financially sound manufacturer, you will reap all of the benefits of a well-built truck at a lower cost. You may equally, by taking advantage of the time-value of money, be able to afford more truck than initially thought, because funds saved by leveraging pre- payment options could allow you get some added featur es that you might not necessarily have been able to afford.

With this in mind, it must be noted that Rosenbauer is a company with rock -solid financial stability. This is a statement not made lightly, as we can prove it to you. We can provide language that you can insert into your bid specifications that stipulates that in order for bids to be accepted by a fire department, the company bidding must meet several fiscal criteria.

The first criteria call for the successful bidder to meet a debt -to-equity ratio not exceeding a 2.0 rating.

Rosenbauer presently stands at a 1.51 rating, which is well -below the accepted rating. This low number results from Rosenbauer owning more assets with a marginal debt service. This means we are not using lenders to fund our operations, nor our growth.

The second requirement is that the debt coverage ratio of the successful body builder exceeds a 100 rating. The higher the number, the better able a company is to meet its payment obligations with banks and creditors. Rosenbauer’s number is at 279.6, which is nearly three times the required amount. The higher the debt coverage ratio, the easily and more fluidly a company is positioned to pay its monthly obligations and operating costs.

The third criteria require that the equity ratio of the successful bidder must exceed .30 rating. A higher equity ratio indicates that the body builder has increased flexibility to meet its financial obligations which translates into greater financial stability. Rosenbauer currently has an equity ratio of .387 which is well above the accepted rating and an excellent indicator of financial strength.

7.C.b
Packet Pg. 295
Attachment: Rosenbauer Type 1 Pumper Specification (3934 : Purchase of New Fire Apparatus)

Cathedral City FD – Type 1 Pumper PAGE 67
When exploring and evaluating various manufacturers to consider for building your apparatus, there is little doubt you will find one that stands on as firmly a financial ground as Rosenbauer. While others are experiencing stressful issues that raise doubts as to the company’s long- term viability, Rosenbauer continues to demonstrate a strengthening of its financial position in the apparatus manufacturing industry.

Because Rosenbauer meets and exceeds all the above- stated financial bid requirements, we are best positioned to ensure customers of a strong relationship with the company, which cannot be claimed by most of our competitors in this volatile market.

The Rosenbauer America Dun and Bradstreet number is 02- 447-3584. To acquire a Dun and Bradstreet report, telephone them at 1- 800-234-3867 (in Canada 800- 463-6362) or visit their web site address at www.dnb.com. Dun and Bradstreet is nationally recognized, independent financial analysis company.

CENTER OF GRAVITY

The apparatus, prior to acceptance, will be required to meet the vehicle stability of the applicable NFPA Automotive Fire Apparatus Standard.

A calculated center of gravit y shall be provided. The calculated or measured center of gravity (CG) shall be no higher that 80- percent of the rear axle track width. If so, a tilt table test at the apparatus body builder's facility or Electronic Stability Control (ESC) must be provided on the chassis meeting the requirement of the NFPA 1901 Guideline.

PERFORMANCE BOND

A 100% Performance Bond, which guarantees delivery AND performance must be supplied by the successful bidder within 20 days of award of the contract. Supply Bonds will not be accepted in place of the requested Performance Bond. Bond must be supplied by the manufacturer of the apparatus. Bonds furnished by salesman or other agents will not be accepted. BIDDER SHALL INDICATE INTENTION TO PROVIDE THE REQUIRED PERFORMANCE BOND IN THE PROPOSAL PACKET.

PRE-CONSTRUCTION CONFERENCE (AT MANUFACTURER)

A pre-construction conference shall be conducted at the apparatus manufacturer's factory at which time all final designs and equipment mounting locations will be approved, prior to any sheet metal being cut. A factory employed design engineer shall be present during the pre- construction conference to answer any design, and/or engineering questions relating to the layout of the apparatus. Air travel (for distances over 250 miles), meals, and lodging expenses shall be included. BIDDER SHALL INDICATE INTENTION TO PROVIDE THE REQUIRED PRE-CONSTRUCTION CONFERENCE IN THE PROPOSAL PACKET.

Cathedral City City CouncilOctober 11, 2023

Cathedral City City Council
October 11, 2023