Agenda — Desert Hot Springs City Council, September 2, 2025 (part 1 of 3)

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City of Desert Hot Springs
AGENDA

REGULAR MEETING OF THE CITY COUNCIL
and the City Council Serving as the Successor Agency to the Former Redevelopment Agency Board
Tuesday, September 2, 2025
5:00 PM - Closed Session
5:30 PM - Presentations
6:00 PM - Regular Session
Council Chambers/City Hall
11-999 Palm Drive
Desert Hot Springs, California, 92240

Page
CLOSED SESSION - 5:00 P.M.

CALL TO ORDER

ROLL CALL

PUBLIC COMMENTS
At this time, item(s) on the Closed Session agenda may be discussed during Public Comments. PLEASE STATE YOUR NAME FOR THE RECORD.

CLOSED SESSION:

1. CONFERENCE WITH LEGAL COUNSEL—EXISTING LITIGATION
(Paragraph (1) of subdivision (d) of Section 54956.9)
Case numbers are unknown, but settlement has been reached in the National Opioid Settlements for the Defendants of Alvogen, Amneal, Apotex, Hikma, Indivior, Mylan, Sun, and Zydus. Settlement agreements can be found at https://nationalopioidsettlement.com.

RECESS
PRESENTATIONS - 5:30 P.M.

Ophelia Project
Children's Discovery Museum of the Desert
REGULAR SESSION - 6:00 P.M.

CALL TO ORDER

ROLL CALL

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INVOCATION

PLEDGE OF ALLEGIANCE

CITY ATTORNEY REPORT ON CLOSED SESSION

APPROVAL OF AGENDA
At this time the City Council may amend the order of the agenda, approve the Consent Calendar, remove items from the Consent Calendar for separate discussion and action, and add Urgency Items.

Urgency Items ("Added Starters"): The Brown Act, which governs public meetings, permits the City Council to take action on any item that does not appear on the agenda only if 2/3 of the City Council (if all are present) or all members of the City Council (if fewer than all members are present) determine there is a need to take immediate action on the item, and the need to take immediate action came to the City Council's attention after the agenda was posted.

PUBLIC COMMENTS
At this time, pursuant to the Brown Act, any person may comment on matters of general interest within the subject matter jurisdiction of the City Council, NOT listed on the agenda. Under the Brown Act, the City Council should not take action on or discuss matters raised during Public Comment portion of the agenda that are not listed on the agenda.

Comments are limited to the first ten (10) speakers at three (3) minutes per speaker. Speakers may not yield their time to others without consent of the Mayor. All comments are to be directed to the City Council and shall be devoid of any personal attacks. Members of the public are expected to maintain a professional, courteous decorum during public comments.

Please complete and submit a "speaker card" to the City Clerk. You will be asked to STATE YOUR NAME AND CITY OF RESIDENCE FOR THE RECORD.

CITY MANAGER REPORT

MAYOR AND COUNCIL MEMBER REPORTS

CONFLICT OF INTEREST & LEVINE ACT DISCLOSURES
ADMINISTRATIVE CALENDAR:

2. Art for All – Senior Center Art Enrichment Program
Roberta Crncic, Recreation & Community Services Director Recommendation:

Authorize the City Manager to execute a Professional Services Agreement with Salle Kirby to provide the Art for All: Senior Center Art Enrichment Program at the Desert Hot Springs Senior Center for a period of 48 weeks, for a total amount not to exceed $23,040.00.

Staff Report - SR-25-191 - Pdf
9 - 16

3. Award Construction Agreement for the John H. Furbee Aquatic Center Improvements, City Project No. 2013
17 - 103

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Daniel Porras, Deputy City Manager
Recommendation:
1) Award the construction agreement for the John H. Furbee Aquatic Center Improvements, City Project No. 2013., to the lowest responsive qualified bidder California Water Development Inc.; and 2) Authorize the City Manager to draft and execute the construction agreement for John H. Furbee Aquatic Center Improvements, City Project No. 2013, with California Water Development Inc, in an amount not to exceed $1,723,100.00. And approve a total project budget in an amount of $1,920,140.00 for 10% contingency and additional project expenses for the costs of construction management.

Staff Report - SR-25-199 - Pdf

4. Award Contract with Axon Enterprises
Steven Shaw, Police Chief
Recommendation:

Authorize the City Manager to negotiate and execute a five-year contract with Axon Enterprises, Inc for Axon Body 4 Body Worn Cameras, Axon Fleet 3 In-Car Video and ALPR cameras, and Axon Taser 10 tasers at a total cost of $620,524.91, with substantive edits to be negotiated and approved by the City Manager and upon approval as to form by the City Attorney.

Staff Report - SR-25-186 - Pdf
105 - 126

5. Designation of Voting Delegate and Alternate(s) for the 2025 Cal Cities Annual Conference
Jerryl Soriano, City Clerk
Recommendation:

Appoint one (1) voting delegate and up to two (2) alternates for the 2025 Cal Cities Annual Conference.

Staff Report - SR-25-195 - Pdf
127
CONSENT CALENDAR:

Matters on the "Consent Calendar" are considered routine and may be acted upon by one motion under "Approval of the Agenda." Individual items may also be removed by the City Council for separate discussion under "Approval of the Agenda." The title is deemed to be read and further reading waived on any ordinance listed on the Consent Calendar for second reading and adoption.

6. City Council Regular Meeting Minutes: July 1, 2025
Jerryl Soriano, City Clerk
Recommendation: Approve the minutes as presented; or as corrected.

Staff Report - SR-25-197 - Pdf
129 - 140

7. First Amendment to Development Impact Fees Deferment Agreement - PODs
141 - 146

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Daniel Porras, Deputy City Manager
Recommendation:

Authorize the City Manager to execute the First Amendment to the Development Impact Fees Deferment Agreement with Snider Investments LLC amending the payment schedule.

Staff Report - SR-25-193 - Pdf

8. Agreement for Public Improvement with Snider Investments LLC, for Certificate of Occupancy for PODs Project, Development Permit Number 22-4, 654640 19th Avenue
Daniel Porras, Deputy City Manager
Recommendation:
1) Authorize the City Manager to execute the Agreement for Public Improvements between the City and Snider Investments LLC for public improvements related to Development Permit Number 22-4, located at 64640 19th Avenue; and
2) Authorize the City Manager to issue the Certificate of Occupancy for PODs Project, located at 64640 19th Avenue.

Staff Report - SR-25-194 - Pdf
147 - 159

9. Award Contract for the Downtown Infill Tax Increment Financing Program for Housing Support Infrastructure Project
Daniel Porras, Deputy City Manager
Recommendation:

Authorize the City Manager to execute a Professional Services Agreement for the Downtown Infill Tax Increment Financing Program for Housing Support Infrastructure Project with Kosmont Companies in the amount not to exceed $199,751.00.

Staff Report - SR-25-192 - Pdf
161 - 262

10. Award of Contract – Pye-Barker Fire and Safety for Low Voltage of PD Annex Building Project 8003
Raul Arauz, Associate Engineer
Recommendation:

Authorize the City Manager to execute a Professional Services Agreement with Pye-Barker Fire and Safety for the design and installation of low voltage fire, alarm, surveillance, and security system and information technology improvements for the Police Department Annex Building Project in the amount not to exceed $ 489,459.69 Staff Report - SR-25-198 - Pdf
263 - 327

11. Resolution of Intention to Annex APN 666-370-039 (Annexation No. 50) located east of Called De Los Romos and north of 20th Street, to the City of Desert Hot Springs Community Facilities District No. 20101 (Services)
Geoffrey Buchheim, Administrative Services Director
329 - 376

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Recommendation:

Adopt a Resolution of the City Council of the City of Desert Hot Springs declaring its intention to annex territory to Community Facilities District No. 2010-1 (Services) of the City of Desert Hot Springs, adopting a map of the area proposed to be annexed (Annexation No. 50), and to authorize the levy of special taxes therein.

Staff Report - SR-25-187 - Pdf

12. Resolution of Intention to Annex APN 660-160-029 (Annexation No. 51) located west of Palm Drive and north of Paul Road, to the City of Desert Hot Springs Community Facilities District No. 2010-1 (Services)
Geoffrey Buchheim, Administrative Services Director
Recommendation:

Adopt a Resolution of the City Council of the City of Desert Hot Springs declaring its intention to annex territory to Community Facilities District No. 2010-1 (Services) of the City of Desert Hot Springs, adopting a map of the area proposed to be annexed (Annexation No. 51), and to authorize the levy of special taxes therein.

Staff Report - SR-25-188 - Pdf
377 - 422

13. Second Reading and Adoption of an Ordinance Amending Desert Hot Springs Municipal Code Chapter 3.38 - Lost Cultivation Crop Waiver Appeal Fee
Jerryl Soriano, City Clerk
Recommendation:

Approve second reading, read by title only and adopt: "An Ordinance of the City Council of the City of Desert Hot Springs, California, amending Chapter 3.38 “Lost Cultivation Crop Waiver” of Title 3 "Revenue and Finance" of the Desert Hot Springs Municipal Code."
Staff Report - SR-25-196 - Pdf
423 - 431

14. Resolution of Intention to Create a Special Tax Area Zone for Amazon Property (APN 666-370-039) located east of Calle De Los Romos and north of 20th Avenue, to the Desert Hot Springs Special Public Safety Tax Area
Geoffrey Buchheim, Administrative Services Director
Recommendation:

Adopt a Resolution of Intention which establishes the time and place of the Public Hearing to establish Zone 56 within the Special Public Safety Tax Area for Police and Fire Protection Services and authorizing an election.

Staff Report - SR-25-189 - Pdf
433 - 445

15. Resolution of Intention to Create a Special Tax Area Zone for TKC Desert Hot Springs, LLC Property (APN 660-160-029) located west of 447 - 459

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Palm Drive and north of Paul Road, to the Desert Hot Springs Special Public Safety Tax Area
Geoffrey Buchheim, Administrative Services Director
Recommendation:

Adopt a Resolution of Intention which establishes the time and place of the Public Hearing to establish Zone 57 within the Special Public Safety Tax Area for Police and Fire Protection Services and authorizing an election.

Staff Report - SR-25-190 - Pdf

PUBLIC COMMENTS
Opportunity is given to those members of the public who have NOT addressed the City Council on an item which is NOT on the agenda. Comments are limited to three (3) minutes per speaker. PLEASE STATE YOUR NAME AND CITY OF RESIDENCE FOR THE RECORD.

ADJOURN

UPCOMING MEETING DATES
*Please refer to the City website calendar at www.cityofdhs.org for meeting locations and the most up to date information.

September 9 Planning Commission 6:00 p.m.

September 11 Public Safety Commission 6:00 p.m.

September 16 City Council Regular Meeting 6:00 p.m.
________________________________________________________________________________

NOTICES
In accordance with California Government Code Section 54957.5, any writing or document that is a public record, relates to an open session agenda item, and is distributed less than 72 hours prior to a regular meeting will be made available for public inspection in the Office of the City Clerk at City Hall during normal business hours at 11999 Palm Drive, Desert Hot Springs, CA 92240.

If, however, the document or writing is not distributed until the regular meeting to which it relates, then the document or writing will be made available to the public at the location of the meeting, as listed on this agenda at 11999 Palm Drive, Desert Hot Springs, CA 92240.

Americans with Disabilities Act
In an effort to comply with the requirements of Title 2 of the Americans with Disabilities Act of 1990, the City of Desert Hot Springs requires that any person in need of any type of special equipment, assistance, or accommodation(s) in order to communicate at a City public meeting, must inform the City Clerk a minimum of 72 hours prior to the scheduled meeting to enable the City to make reasonable arrangements.

Disclosure of Campaign Contributions (Levine Act - Government Code Section 84308) Pursuant to Government Code section 84308, members of the City Council are disqualified and not able to participate in any agenda item involving contracts (other than competitively bid contracts, labor contracts, or personal employment contracts with City employees), franchises, discretionary land use permits and other entitlements if the Councilmember received more than $500 in campaign contributions from the applicant or contractor, an agent of the applicant or contractor, or any financially interested participant who actively supports

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or opposes the City’s decision on the agenda item in the previous 12 months. Members of the City Council who have received, and applicants, contractors or their agents who have made, campaign contributions totaling more than $500 to a Councilmember in the previous 12 months are required to disclose that fact for the official record of the subject agenda item and shall not make, participate in making, or in any way attempt to use their official position to influence the subject agenda item. Disclosures must include the amount of the campaign contribution and identify the recipient persons and may be made either in writing to the City Clerk prior to the subject hearing or by verbal disclosure at the time of the hearing.

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SR-25-191
City of Desert Hot Springs
City Council

AGENDA ITEM REPORT
To: City Council
Date: September 2, 2025
Department: City Manager
Prepared by: Roberta Crncic, Recreation and Community Services Director Subject: Art for All – Senior Center Art Enrichment Program RECOMMENDATION:

BACKGROUND:

In 2019, Desert Hot Springs Senior Center partnered with art instructor Salle Kirby to provide affordable art classes to senior center members in collaboration with the Mizell Senior Center. This program successfully enhanced creativity, social engagement, and emotional well-being among participants. With City support, the program transitioned to a free offering for Senior Center members, ensuring accessibility to all seniors regardless of income. Unfortunately, due to the COVID-19 pandemic, the program was paused.

DISCUSSION:

Ms. Kirby proposes to reinstate and expand the program, Art for All: Senior Center Art Enrichment Program, offering structured weekly art instruction for Senior Center members at no cost.

Art programming is a proven and essential component of a vibrant senior center. Creative activities such as painting, drawing, and printmaking not only provide enjoyment but also have measurable benefits, including:
 Enhancing memory, attention span, and problem-solving skills.  Reducing stress, anxiety, and depression.
 Encouraging self-expression and building self-esteem.  Promoting social connections and reducing isolation, which is particularly important for older adults.

Program Overview:
 Duration: 48 weeks
 Frequency: Once per week
 Session Length: 2 hours
Item Number: 2.

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SR-25-191
 Cost: $23,040.00 (includes all supplies and materials)  Class Size: Maximum of 6 participants per session to ensure individualized instruction  Participation Limit: To ensure equitable access, each participant may enroll in only one 4-week session per year, allowing more members the opportunity to participate.  Content: Painting, drawing, printmaking, collage, and themed creative projects.  Special Features: Quarterly art shows to display participant work and engage the community.

FISCAL IMPACT:

The total cost of the art program is $23,040.00.Funding for this program is proposed to be covered by the Art in Public Places fund.

STRATEGIC ALIGNMENT:

This initiative supports the following goals of the City's Strategic Plan:

Goal 8: Community Services, Engagement and Quality of Life Provide for high-quality programs, events and activities that promote and provide community engagement, pride, quality of life services and arts and culture in the City of Desert Hot Springs.

ATTACHMENTS:
1) Art Program Curriculum
2) 2025 Art Program Proposal
Item Number: 2.

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Art for All: Senior Center Art Enrichment Program
Class curriculum
Duration: 4 weeks (1 session per week, 2 hours per session) Focus Areas: Drawing, Painting, Printmaking, Collage
Goal: Foster creative expression, improve fine motor skills, and encourage community through art.

Week 1: Welcome + Introduction to Art Materials + Drawing Still Life • Icebreakers and introductions
• Overview of curriculum & mediums
• Demonstration of material: pencil types, erasers, pastels, watercolor, printmaking tools
• Activity: Draw a still life using graphite or charcoal Week 2: Watercolor Painting - Nature / Landscape
• Techniques: Basic watercolor techniques, wet-on-wet, dry brush, gradients • Medium: Watercolors
• Activity: Paint a flower or tree scene
Week 3: Printmaking – Textures and Shapes
• Techniques: Monoprinting and foam printing
• Medium: Gel plate/foam, acrylic paint or ink
• Activity: Create botanical prints using fruits and vegetables or geometric print series
Week 4: Painting on Canvas / Paper
• Techniques: Mixing, layering, brush handling
• Medium: Acrylics
• Activity: Paint a abstract landscape, personal scene or figurative

DISCLAIMER
This document and possible translations of it may not be copied and furnished to others, and derivative works that comment on or otherwise explain it or assist in its implementation may not be prepared, copied, published, and distributed, in whole or in part. This document itself may not be modified in any way, including by removing the copyright. All rights reserved © 2025 Property of Sallé Kirby 1 Item Number: 2.

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Art for All: Senior Center Art Enrichment Program
Class curriculum
Week 5: Drawing – Pastels and Expressive Portraits
• Techniques: Blending, layering, smudging
• Medium: Pencil, charcoal, soft pastel
• Activity: Draw self or each other using mirrors/photos Week 6: Collage – Memory Landscapes
• Medium: Magazines, colored paper, glue, scissors
• Activity: Build a landscape using cut paper and personal themes • Goal: Tap into memories, build narrative through imagery Week 7: Printmaking – Block Printing
• Techniques: Carving/stamping
• Medium: Soft cut blocks or foam, brayers, ink
• Activity: Create a patterned print or greeting card
• Goal: Understand print design basics
Week 8: Painting
• Medium: Acrylics on canvas or thick paper
• Activity: Paint a favorite real or imagined place with bold color • Goal: Connect emotion to space
Materials List Overview
• Drawing: Graphite pencils, colored pencils, charcoal, erasers, pastels • Painting: Watercolors, acrylics, brushes, palettes, canvases/paper • Printmaking: Gel plates or foam sheets, brayers, ink/tempera • Collage: Magazines, glue sticks, scissors, fabric, old photos

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Art Proposal to the City of Desert Hot Springs for a year round Art Program for the members of the Desert Hot Springs Senior Center Monday, June 2, 2025
Art for All: Senior Center Art Enrichment Program
Program Overview
This proposal outlines a dynamic and enriching art program tailored for the senior residents of Desert Hot Springs. The initiative aims to harness the therapeutic power of visual arts to enhance cognitive function, promote emotional well-being, and foster social connections within the community. This is a free art program for with valid senior center membership. As a qualified art instructor with extensive experience working with senior populations, I am committed to providing a nurturing and inclusive environment that encourages self-expression and creativity.

Program Objectives
• Enhance Cognitive Function: Engaging in artistic activities stimulates various brain regions, improving memory, attention, and problem-solving skills. Studies have shown that seniors who participate in creative activities are less likely to develop cognitive impairments, such as mild cognitive impairment, a precursor to dementia. • Promote Emotional Well-Being: Art provides a constructive outlet for expressing emotions, reducing stress, anxiety, and depression. It offers seniors a sense of accomplishment and purpose, leading to improved mood and overall mental health. • Foster Social Connections: Group art sessions encourage interaction, collaboration, and the sharing of experiences, combating feelings of isolation and loneliness prevalent among seniors.

Program Structure
• Duration: 48 weeks (one session per week)
• Session Length: 2 hours
• Frequency: Weekly sessions, held once a week (Day and Time to be determined) • Location: Desert Hot Springs Senior Center
• Instructor: Sallé Kirby, a qualified art instructor with experience in senior education 1 Item Number: 2.

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Art Proposal to the City of Desert Hot Springs for a year round Art Program for the members of the Desert Hot Springs Senior Center • Class Size: Maximum capacity 6 participants (per session) to ensure personalized attention
• Content: Introduction to basic painting and drawing techniques, including watercolors, acrylics, charcoal, and printmaking. Themes will focus on nature and memories, with lessons covering line, color, form, perspective, and composition. • Methodology: Sessions will include instructional demonstrations, hands-on practice, and one-on-one assistance to reinforce skills and build confidence. A supportive environment will encourage free expression and positive critique.
• Exhibition: At the end of each quarter, an art show will be held to celebrate participants' work, fostering a sense of accomplishment and community pride.

Target Audience
This program is designed for all Desert Hot Springs Senior Center with a valid membership.

Non-members seniors will be encouraged to join by offering membership or a per-class fee will apply. The program aims to be inclusive, welcoming individuals of all skill levels and backgrounds.

Program Budget
Note: The budget is designed to cover all aspects of the program, ensuring high-quality instruction and materials for participants.
• The instructor will receive the total payment for the first month at the initiation of the agreement. Following that, payments will be made on the 30th day of each month.

Item Cost per
Session
Total for 48
Weeks
Instructor Fee $150 $7,200
Art Supplies and Materials $200 $9,600
Curriculum and Program Materials $50 $2,400
Setup and Cleanup $80 $3,840
Total $480 $23,040
2 Item Number: 2.

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Art Proposal to the City of Desert Hot Springs for a year round Art Program for the members of the Desert Hot Springs Senior Center Conclusion
This art program offers a valuable opportunity to enhance the lives of Desert Hot Springs seniors through creative expression without the burden of financial instability. By supporting this initiative, the city will invest in the cognitive, emotional, and social well-being of its senior residents, contributing to a vibrant and connected community.

Instructor Bio: Sallé Kirby
Sallé Kirby is a multifaceted artist and dedicated community advocate with over eight years of professional experience in the arts and more than two decades in client-focused roles. Her artistic journey began in childhood and has evolved into a dynamic career encompassing painting, photography, printmaking, and multimedia art. She holds an Associate of Arts degree in Studio Arts from College of the Desert and has exhibited her work at esteemed venues such as the Palm Springs Art Museum, Michael H. Lord Gallery, Venus Art Studio and J.Willott Gallery in Palm Springs and Palm Desert. Her pieces are also displayed at the La Quinta Library and the James O. Jessie Desert Highland Unity Center in Palm Springs.

Beyond her artistic pursuits, Sallé has shown a steadfast commitment to community service.

Between 2016 and 2022, she volunteered and worked with several organizations, including the Palm Springs Unified School District, Mizell Senior Center, Desert Hot Springs Senior Center, Desert Art Center, Art Division of LA, and Tools for Tomorrow. She also contributed her time to the Senior Advisory Board and coordinated the Farmers Market in Desert Hot Springs. In 2022, she transitioned to a role as an In-Home Supportive Services (IHSS) healthcare worker, continuing her dedication to supporting the elderly community.

Sallé's work is characterized by expressive use of color and a fluid, self-taught style that defies traditional categorization. Her art often explores themes of social justice, human experience, and the natural world, reflecting her belief that art is a powerful means of communication and connection. Through her teaching, she aims to inspire others to explore their creative potential and contribute to the cultural richness of their communities. coachellavalleyweekly.com+1lqaf.com+1
For further information please contact Sallé Kirby at (310) 350-1388 / [email protected] 3 Item Number: 2.

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Art Proposal to the City of Desert Hot Springs for a year round Art Program for the members of the Desert Hot Springs Senior Center Accolades
Tools For Tomorrow (Featured teacher, Student artwork, Teacher of the Year) https://toolsfortomorrow.org/wp-content/uploads/2020/07/2019Fall_Newsletter.pdf https://toolsfortomorrow.org/wp-content/uploads/2020/11/2020Fall_Newsletter.pdf https://toolsfortomorrow.org/wp-content/uploads/2021/11/2021Fall_Newsletter.pdf https://toolsfortomorrow.org/wp-content/uploads/2023/01/Newsletter-Fall-2022.pdf

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SR-25-199
City of Desert Hot Springs
City Council

AGENDA ITEM REPORT
To: City Council
Date: September 2, 2025
Department: Public Works
Prepared by: Daniel Porras, Deputy City Manager
Subject: Award Construction Agreement for the John H. Furbee Aquatic Center Improvements, City Project No. 2013
RECOMMENDATION:
1) Award the construction agreement for the John H. Furbee Aquatic Center Improvements, City Project No. 2013., to the lowest responsive qualified bidder California Water Development Inc.; and 2) Authorize the City Manager to draft and execute the construction agreement for John H. Furbee Aquatic Center Improvements, City Project No. 2013, with California Water Development Inc, in an amount not to exceed $1,723,100.00. And approve a total project budget in an amount of $1,920,140.00 for 10% contingency and additional project expenses for the costs of construction management.

BACKGROUND:

On April 2, 2024, the City Council approved Staff’s recommendation to “Adopt a Resolution of the City Council authorizing participation in and authorizing the City Manager to approve all agreements and necessary (CDBG) Advancement request. City Staff proposes to request the advancement of CDBG funds from the Riverside County to undertake the rehabilitation of the Furbee Pool located in the Health and Wellness Center. This project is of paramount importance, due to the rapidly deteriorating aquatic facility.

On May 15, 2024, the City Council awarded the professional service agreement with Aquatic Design Group for design, engineering, and construction observation for the John H. Furbee Aquatics Center Pool Renovations in the amount of $64,500.00.

On December 12, 2024, the City Council awarded the construction agreement for the John H Furbee Aquatic Center Improvements to the lowest bidder USA Construction.

On February 4, 2025, the City Council rejected the lowest bid from USA Construction as both nonresponsive and nonresponsible, and rejected all bids and directed Staff to move forward with the re-design of the improvements to include the design and construction of the pool and splash pad.

On April 15, 2025, the Council approved the “Palm Tree Theme” splash pad design as the first choice, and the “Kaleidoscope Theme” splash pad design as the second choice.

Item Number: 3.

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SR-25-199
Since then the plans and specifications for both the pool improvements and the splash pad have been completed.

DISCUSSION:

On July 10, 2025, the City of Desert Hot Springs issued a Notice of Inviting Bids for construction of the John H. Furbee Aquatic Center Improvements, City Project No. 2013. The Notice of Inviting Bids was posted on the City’s website and with Planit Reprographics, a local valley clearing house for public bid solicitations. The Notice of Inviting Bids was released for 49 days, closing on August 28, 2025.

On August 28, 2024, City Staff received and publicly opened three (3) bids packages. The following are the bid packets received with corresponding total bid amounts.

Alessandro
Blvd #A 398
Riverside, CA
92508
$2,421,600.00 $262,400.00 $2,684,000.00
During the design there was one bid alternate that was shown on the plans and listed in the bid form of the bid proposals as bid alternate. Alternate 1 was for the purchase and installation of the Timing System Components. Based on the available funding and costs of the alternate 1, Staff is recommending awarding the construction agreement at the base bid with no alternates.

Staff reviewed the bids and verified all submittals and determined the lowest responsible bidder to be California Water Development Inc. Staff verified licenses and references and found California Water Development Incorporated to meet the necessary qualifications.

FISCAL IMPACT:

John H Furbee Aquatic Center
Construction Costs Amounts
California Waters Development $ 1,723,100.00
Add Alternate 1 - Timing System $ 227,750.00
Total Base Bid with no Alternate $ 1,723,100.00
Contingency 10% - Base Bid $ 172,310.00
Item Number: 3.

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SR-25-199
Total Base Bid with
Contingency $ 1,895,410.00
Construction Management
Materials Testing $ 10,000.00
Labor Compliance $ 15,000.00
Sub-Total $ 25,000.00
Total Base Bid with CM $ 1,920,410.00
John H Furbee Aquatic Center
Available Fund Sources Amount
CDBG $ 1,321,416.00
Furbee Legacy Fund $ 362,854.00
DIF Aquatic Center $ 236,140.00
Total $ 1,920,410.00
John H Furbee Aquatic Center
Budget $ 1,920,410.00
STRATEGIC ALIGNMENT:

This initiative supports the following goals of the City's Strategic Plan:

Goal 7: Community Parks
Provide maintenance and strategic upgrades at existing parks while pursuing creative ways to expand park offerings via pocket parks and securing grant funding to plan for and build out parks in the Parks Master Plan.

ATTACHMENTS:
1) John H Furbee Plans
2) John H Furbee - Bid Tabulation
3) John H Furbee - California Waters - Bid Submitted
4) John H Furbee - PW Contract - California Waters
Item Number: 3.

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CS-1 COVER SHEET ABBREVIATIONS: SHEET INDEX: T TREAD TB TOWEL BAR T&G TONGUE & GROOVE TTD TOILET TISSUE DISP. TPH TOILET PAPER HOLDER THR THRESHOLD THK THICK (NESS) TOC TOP OF CURB TV TELEVISION TEL TELEPHONE SYM SYMMETRY (ICAL) SUS SUSPENDED STR STRUCTURAL SD STORM DRAIN ST STEEL STD STANDARD SQ SQUARE S SOUTH SC SOLID CORE SIM SIMILIAR SHT SHEET SS STAINLESS STEEL SCH SCHEDULE RO ROUGH OPENING RM ROOM RD ROOF DRAIN R RISER RH RIGHT HAND REV REVISION (S) REVISED RCP REINF. CONC PIPE RFL REFLECT (ED) (IVE) REF REFERENCE RAD RADIUS > PROPERTY LINE/PLATE PCC PRECAST CONCRETE PSI POUNDS PER SQ. INCH PSF POUNDS PER SQ.FT. PVC POLYVINYL CHLORIDE PLY PLYWOOD PLAM PLACTIC LAMINATE PERF PERFORATE (D) PAR PARALLEL PB PANIC BAR PNL PANEL OH OVERHEAD OD OUTSIDE DIAMETER OPH OPPOSITE HAND OPG OPENING OC ON CENTER (S) NTS NOT TO SCALE NIC NOT IN CONTRACT N NORTH NOM NOMINAL MOV MOVABLE MTD MOUNT (ED), (ING) MISC MISCELLANEOUS MIN MINIMUM MET METAL MED MEDIUM MECH MECHANIC (AL) MAX MAXIMUM MO MASONRY OPENING MAS MASONRY MFGR MANUFACTURE (R) MH MANHOLE LVR LOUVER LL LIVE LOAD LWC LGT WEIGHT CONC LGT LIGHT L LENGTH LH LEFT HAND LAV LAVATORY LAM LAMINATE (D) LB LAG BOLT LAD LADDER LAB LABORATORY KO KNOCKOUT KIT KITCHEN JT JOINT INT INTERIOR INSUL INSULATE (D) (ION) ID INSIDE DIAMETER INCL INCLUDE (D) HWH HOT WATER HEATER HB HOSE BIBB HOR HORIZONTAL HM HOLLOW METAL HC HOLLOW CORE HEX HEXAGONAL HT HEIGHT HD HEAVY DUTY & AIR CONDITIONING HVAC HEATING, VENTILATION HDR HEADER HWD HARDWOOD HDW HARDWARE HBD HARDBOARD GYP GYPSUM FIN FLOOR EL DEMOLISH CORR METAL PIPE CAST-IN-PLACE ASPH CONC PAVING GD GRADE, GRADING GB GRAB BAR GL GLASS, GLAZING GI GV IRON GV GALVANIZED GA GAUGE FUT FUTURE FUR FURRED (ING) FDN FOUNDATION FTG FOOTING FD FLOOR DRAIN FLR FLOOR (ING) FL FLOW LINE FP FIREPROOF FHC FIRE HOSE CABINET FE FIRE EXTINGUISHER FA FIRE ALARM FFL FINISHED FLOOR LINE FFE FIN FINISH (ED) FOS FACE OF STUDS FOM FACE OF MASONRY FOC FACE OF CONCRETE EXT EXTERIOR EXP EXPOSED EJ EXPANSION JOINT EXG EXISTING EXH EXHAUST EST ESTIMATE EQPT EQUIPMENT EQ EQUAL ENC ENCLOSE (URE) ELEV ELEVATION ELEC ELECTRIC (AL) E EAST EF EACH FACE DF DRINKING FOUNTAIN DWG DRAWING DIM DIMENSION ~ DIAMETER DEP DEPRESSED DEM DP DAMPPROOFING CORR CORRUGATED CONT CONTINUOUS CONST CONSTRUCTION CMP CONC CONCRETE COMB COMBINATION COL COLUMN CLR CLEAR (ANCE) CT CERAMIC TILE CER CERAMIC CEM CEMENT CLG CEILING CB CATCH BASIN CIP CI CAST IRON CPT CARPET CAB CABINET BLDG BUILDING BRZ BRONZE BOT BOTTOM BD BOARD BLKG BLOCKING BET BETWEEN BEL BELOW BM BENCH MARK BSMT BASEMENT AUTO AUTOMATIC ASPH ASPHALT ANOD ANODIZED AB ANCHOR BOLT AL ALUMINUM ALT ALTERNATE A/C AIR CONDITIONING AGG AGGREGATE ADJ ADJACENT ADH ADHESIVE ACP ACC ACOUSTICAL AP ACCESS PANEL ABV ABOVE ABC AGG. BASE COURSE O/ OVER W/ WITH WPT WORKING POINT WD WOOD W/O WITHOUT WD WIDTH, WIDE W WEST FABRIC WWF WELDED WIRE WP WATER PROOFING WC WATER CLOSET WH WALL HUNG VB VINYL BASE VT VINYL TILE VERT VERTICAL VB VAPOR BARRIER UR URINAL OTHERWISE UON UNLESS NOTED UC UNDERCUT TYP TYPICAL < CENTER LINE COMPLY WITH PROJECT DESCRIPTION OWNER VICINITY MAP 11999 PALM DRIVE DESERT CITY OF DESERT HOT SPRINGS CONTACT: NICHOLAS HAECKER DP-2 NEW SWIMMING POOL DECK PLAN SP-3 SWIMMING POOL UNDERWATER LIGHT / TIMING SYSTEM PLAN DP-1 EXISTING SWIMMING POOL DECK DEMOLITION PLAN SP-4 DETAILS 2022 CALIFORNIA BUILDING CODE (CBC) AMENDMENTS 2021 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC) AMENDMENTS 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA FIRE CODE (CFC) AMENDMENTS 2022 CALIFORNIA ELECTRIC CODE (CEC) AMENDMENTS HOT SPRINGS, CA 92240 PUBLIC WORKS DIRECTOR (760) 329-6411 EXT. 223 EMAIL: [email protected] 5. 8. 7. 6. PART 1, TITLE 24. ALL TESTS TO CONFORM TO THE REQUIREMENTS OF SECTION 4-335, 4. 3. 1. 2. ALL CONSTRUCTION CHANGE DOCUMENTS AND ADDENDA SHALL BE SIGNED BY THE ARCHITECT AND THE OWNER. CHAPTER 4, PART 1, TITLE 24, C.C.R. ADMINISTRATIVE REQUIREMENTS (PARTIAL LISTING ONLY) TESTS OF MATERIALS AND TESTING LABORATORY SHALL BE IN ACCORDANCE WITH SECTION 4-335 OF PART 1, TITLE 24 AND THE OWNER SHALL EMPLOY AND PAY THE LABORATORY. COSTS OF RE-TEST MAY BE BACK CHARGED TO THE CONTRACTOR. A COPY OF PARTS 1 AND 2, TITLE 24,C.C.R. SHALL BE KEPT ON THE JOB SITE AT ALL TIMES. INSPECTOR SHALL BE APPROVED BY THE OWNER. INSPECTION SHALL BE IN ACCORDANCE WITH SECTION 4-333(b). THE DUTY OF THE INSPECTOR SHALL BE IN ACCORDANCE WITH SECTION 4-342, PART 1, TITLE 24. THE ARCHITECT AND THE STRUCTURAL ENGINEER SHALL PERFORM THEIR DUTIES IN ACCORDANCE WITH SECTION 4-333(a) AND 4-341, PART 1, TITLE 24. THE CONTRACTOR SHALL PERFORM HIS DUTIES IN ACCORDANCE WITH SECTION 4-343, PART 1, TITLE 24. DEMOLITION AND CONSTRUCTION FIRE SAFETY SHALL COMPLY WITH CFC CHAPTER 14. PROJECT COVER SHEET CS-1 SP-2 SWIMMING POOL SECTIONS SP-1 SWIMMING POOL LAYOUT PLAN NORTH (N.T.S.) SP-5 DETAILS SP-6 DETAILS SP-7 DETAILS LOCATION THIS PROJECT CONSISTS OF VARIOUS IMPROVEMENTS TO THE EXISTING POOL. INCLUDING RE-PLASTERING, RE-TILING AND PARTIAL DECK RENOVATION. REPLACEMENT OF ALL UNDERWATER LIGHTS WITH NEW LED LIGHTS AND NEW DECK EQUIPMENT. PROVIDE TWO (2) COATS OF WATERPROOFING TO SURGE CHAMBER AND GUTTERS. PROVIDE NEW IN DECK TIMING SYSTEM AND SCOREBOARD, AND REMOVE AND REPLACE SPRAYGROUND AND CONNECT TO EXISTING EQUIPMENT AND CLEAN AND PROVIDE NEW WATERPROOFING IN BALANCE TANK AND ALL OTHER WORK REQUIRED TO PROVIDE A FULLY OPERATIONAL AQUATICS FACILITY. These drawings and specifications are the property and copyright of Aquatic Design Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group, Inc. Written dimensions shall take preference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work. DRAWING TITLE DRAWING NO. SEAL DRAWN BY CHECKED BY DATENO. DATE DESCRIPTION COPYRIGHT © 2023 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO. REVISIONS

PROJECT INFORMATION NFC GSF
JOHN H. FURBEE AQUATICS

CENTER POOL RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 10/14/24 LOGO L I CENSED ARCH I TECTSTAT E OF CA L I FORN I A REN. 07/31/27 GREGORY S . FERRELL C-35802 SP-8 DETAILS DP-3 SPRAYGROUND DEMOLITION PLAN SG-1 SPRAYGROUND OVERALL LAYOUT PLAN SG-2 SPRAYGROUND LAYOUT PLAN SG-3 SPRAYGROUND PIPING PLAN SG-4 SPRAYGROUND DETAILS SG-5 SPRAYGROUND DETAILS SG-6 SPRAYGROUND DETAILS Item Number: 3.

Page 20 of 459 ends

3'-0''
2 1
4 COORDINATE INGRESS/EGRESS AND HAUL ROUTES WITH THE OWNER PRIOR TO START OF WORK. SWIMMING POOL PLAN VIEWS AND SECTIONS ARE SHOWN FOR CONTRACTOR INFORMATION AND ASSISTANCE. THE CONTRACTOR IS RESPONSIBLE FOR INDIVIDUAL SQUARE FOOTAGE TAKE-OFFS AND ESTIMATIONS WITH REGARD TO DEMOLITION, PREPARATION, AS WELL AS MEANS AND METHODS OF CONSTRUCTION. CONTRACTOR SHALL VISIT THE SITE AS REQUIRED TO ACCOMPLISH THE WORK, AND TO BECOME FAMILIAR WITH SCOPE AND SERVICES OF WORK REQUIRED. COORDINATE PROPOSED CONTRACTOR STAGING AREA WITH THE OWNER PRIOR TO CONSTRUCTION. PROVIDE TEMPORARY PHONE, TOILET(S), FENCING, GATES, ETC. AS REQUIRED. 3 5 THE CONTRACTOR SHALL INSURE THAT ALL SURFACES ARE PREPARED TO RECEIVE PLASTER FINISH. WEATHER CONDITIONS SHALL BECOME A CRITICAL PART OF WORK AND SHALL BE TAKEN INTO CONSIDERATION AT THE TIME OF PLASTER APPLICATION. THE CONTRACTOR SHALL PROVIDE A SUFFICIENT NUMBER OF WORKERS TO ENSURE THAT THE ENTIRE POOL CAN BE PLASTERED IN A SINGLE DAY OR SHALL PROVIDE CONTINUAL MISTING OF PLASTERED SURFACES TO ENSURE THAT PLASTER IS NOT EXPOSED TO THE AIR FOR A PERIOD OF TIME WHICH WOULD CAUSE DAMAGE IN ANY WAY.6 REMOVE EXISTING DECK EQUIPMENT AS REQUIRED PRIOR TO DEMOLITION. PROVIDE NEW DECK EQUIPMENT, ANCHORS AND BOND TO DECKING. CONTRACTOR TO FIELD VERIFY AND DOCUMENT (E) LOCATION OF DECK EQUIPMENT ANCHORS AND INSTALL NEW ANCHORS PERNEW LAYOUT PLAN. REMOVE ANY DAMAGED POOL FITTINGS, GRATES, ROPE ANCHORS LOST DURING DEMOLITION/CONSTRUCTION ETC. AS REQUIRED. REPLACE ALL GUTTER CAP TILE AT CENTERLINE OF ROPE ANCHORS WITH NEW STAINLESS STEEL CAP TILE. 8 REFER TO SHEET DP-2 FOR NEW DECK LAYOUT PLAN IN COORDINATION WITH CONTRACTOR FIELD LAYOUT AND EXISTING INFORMATIONAL PLANS. ALL NEW CONCRETE SHALL BE 4,000 psi MINIMUM AT 28 DAYS. 18 9 REMOVE AND REPLACE EXISTING WATERLINE TILE, ALL RACING LANE LINES, END WALL TARGET TILES, TRIM TILES, HANDHOLD TILES, DECK DEPTH MARKERS, CAUTION MARKERS AND PLASTER FINISHES DOWN TO ORIGINAL SOUND CONCRETE/SHOTCRETE. ANY CRACKS SHALL BE CHIPPED OUT TO A MINIMUM TO [''x['' AND THEN FILLED FLUSH WITH NON-SHRINK GROUT. ALL EXPOSED REBAR, RUST SPOTS, ETC. SHALL BE EXPOSED, BUSHED DOWN 1\''BELOW FINISH SURFACE, ZINC COATED AND FILLED FLUSH WITH NON-SHRINK GROUT. OTHER IMPERFECTIONS IN THE POOL SHELL SHALL BE REPAIRED PRIOR TO INSTALLING A NEW WHITE PLASTER FINISH. REMOVE EXISTING POOL DECKS SHOWN HATCHED. NEW SUBGRADES ARE TO BE SCARIFIED A MIN OF 6'' AND COMPACTED TO 90% PER ASTM 01557. THE CONTRACTOR SHALL COORDINATE AND PROTECT ALL ADJACENT WORK, BUILDINGS, ETC. TO REMAIN. COORDINATE DECK ELEVATIONS WITH EXISTING. MAXIMUM DECK SLOPE IN ANY DIRECTION SHALL BE 1.8% MAXIMUM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE DEMOLITION, REMOVAL AND LEGAL DISPOSAL OF ALL EXISTING CONCRETE POOL DECKING SHOWN HATCHED ON THE PLANS, REGARDLESS OF THICKNESS, REINFORCING AND DECK SUBGRADE CONDITIONS. POOL DECK SUBGRADE SHALL BE BROUGHT INTO CONFORMANCE WITH NEW DECK DESIGN INCLUDING THICKNESS AND TYPE OF MATERIALS IN CONFORMANCE WITH SOILS REPORT AND/OR DETAILS HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OR IMPORTING SUBGRADE MATERIAL AND COMPACTION TO PROVIDE THE REQUIRED POOL DECK GRADES FOR NEW POOL DECKING PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY DECK DRAIN LOCATIONS AND EXISTING POINTS OF CONNECTION TO DECK DRAIN LINES. 7 CONTRACTOR IS TO PHOTOGRAPH AND DOCUMENT ON A PLAN ANY AND ALL EXISTING DAMAGED ITEMS/SURFACES.FINISHES IN AND IMMEDIATELY AROUND THE WORK AREA AND ALONG ALL WORK PATHS FROM STAGING AREA PRIOR TO THE START OF WORK. CONTRACTOR IS TO SITE WALK ALL EXISTING DAMAGED AREAS WITH THE OWNER AND PROVIDE A COPY OF THE PHOTOGRAPHS AND DOCUMENTATION BEFORE WORK BEGINS. FAILURE TO PROVIDE THIS INFORMATION REPRESENTS ACCEPTANCE BY THE CONTRACTOR THAT ALL EXISTING SURROUNDING FINISHES (CONCRETE, AC PAVING, FLOORING, ETC.) AND ALL GATES, DOORS, PATHWAYS, ETC. ARE UNDAMAGED AND IN CLEAN AND FUNCTIONING CONDITION, AND CONTRACTOR ACCEPTS THE RESPONSIBILITY TO MAINTAIN AND CORRECT ANY DAMAGE LATER FOUND BY THE OWNER DURING CONSTRUCTION PERIOD IN THESE AREAS AT NO EXPENSE TO THE OWNER. 20 REMOVE AND REPLACE EXISTING POOL UNDERWATER LIGHTS AND MOUNTING RINGS AS NEEDED WITH NEW LED PER PLANS. UTILIZE (E) CONDUITS, JUNCTION BOXES AND FEEDER LINES. DAMAGED (E) CONDUITS DURING DEMOLITION SHALL BE REPLACED BY THE CONTRACTOR AS NECESSARY. GREAT CARE SHALL BE TAKEN WHEN EXISTING DECK IS REMOVED TO AVOID DAMAGE TO (E) CONDUITS. IF ANY CONDUITS ARE DAMAGED THEY SHALL BE REPLACED. NO SPLICING OF WIRES SHALL BE PERMITTED. FIELD VERIFY ALL CONDITIONS. 11 4SP-6 10 REMOVE AND REPLACE ALL EXISTING GRABRAIL STEPS. ONCE STEPS ARE REMOVED ALL RUST SPOTS SHALL BE EXPOSED, BUSHED DOWN 1\'' BELOW FINISHED SURFACE, ZINC COATED AND FILLED FLUSH WITH NON-SHRINK GROUT. THEN NEW CYCOLAC STEPS SHALL BE INSTALLED FLUSH WITH NON-SHRINK GROUT. 1 SP-6 12 REPLACE FLOOR INLET COVER PLATES, ANY DAMAGED INLETS AND WALL INLET FITTINGS COMPLETELY. PROVIDE 12''x12'' OF 2''x2'' 'DALTILE' D317 'BISCUIT' WHITE AROUND ALL FLOOR INLETS. TYP. 13 (E) 24'' x 48'' MAIN DRAINS TO REMAIN. PROTECT IN PLACE.

THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH OTHER TRADES, AND SHALL PROTECTALL EXISTING WORK, BUILDINGS, UTILITIES, ETC. TO REMAIN. IDENTIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES WITH OWNER PRIOR TO CONSTRUCTION AND PROVIDE PROTECTION AS REQUIRED FOR CONSTRUCTION OF NEW SWIMMING POOL DECKS. THE CONTRACTOR SHALL RETAIN AN UNDERGROUND UTILITY LOCATING SPECIALIST AND COORDINATE UTILITY, CONDUIT AND PIPING. 14 THE CONTRACTOR SHALL DOCUMENT ALL MISCELLANEOUS CLEAN-OUTS, AIR VENTS AND GRATES, ETC. PRIOR TO DEMOLITION. ALL SUCH TO BE UTILIZED WITH NEW DESIGN SHALL BE PROTECTED AND SAVED ALL RUSTED, DAMAGED OR MISSING FRAMES AND GRATES SHALL BE REPLACED WITH NEW BRASS TO MATCH ORIGINALS. 15 CLEAN, REPAIR AND WATERPROOF EXISTING POOL GUTTER SURFACES, GUTTER OUTLET AND SURGE CHAMBER INTERIOR WALLS, FLOOR AND CEILING. 16 REMOVE (E) ACCESSIBLE LIFT AND ASSOCIATED PLUMBING AND REPLACE WITH NEW PER PLAN. 19 CARE IS TO BE TAKEN DURING POOL DRAIN DOWN, TO RELIEVE ANY HYDROSTATIC PRESSURE THROUGH EXISTING HYDROSTATIC RELIEF VALVES AND DRAINING THE POOL SLOWLY. 21 THE OWNER SHALL IDENTIFY THE SWIMMING POOL FILL WATER SOURCE FROM CLOSEST FIRE HYDRANT AND SHALL PAY FOR THE WATER TO FILL THE POOL. THE CONTRACTOR IS RESPONSIBLE FOR FIRE HOSE, HOSES, FILLING AND PROTECTION OF PLASTER SURFACES. FILL SOURCE SHALL BE BLOWN-OFF INITIALLY TO PROVIDE A CLEAN DOMESTIC WATER SOURCE. THE CONTRACTOR SHALL PROVIDE CONTINUOUS FILL UNTIL THE WATER IS AT OPERATIONAL LEVEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND BALANCING OF THE POOL WATER FOR A PERIOD OF NOT LESS THAN FOURTEEN DAYS AFTER PLASTER. THE CONTRACTOR SHALL COORDINATE HIS EFFORTS WITH OWNERS STAFF TO PROVIDE INSTRUCTION AND TRAINING IN PROPER OPERATION OF POOL IN CONJUNCTION WITH NEW PLASTER SURFACES. 22 =
= MAIN DRAIN GR GRABRAIL MDUL = UNDERWATER LIGHT
= LIMITS OF DECK REMOVAL SD = SLOT DRAIN RP = RACING PLATFORM HR = HANDRAIL RA = ROPE ANCHOR AL = ACCESSIBLE LIFT DM = DEPTH MARKER CM = CAUTION MARKER FI = FLOOR INLET BS = BACKSTROKE STANCHION 17 PROVIDE NEW STEP TILE, STEP TRIM TILE, ETC. PROVIDE NEW PER SPECIFICATIONS AND TO MATCH EXISTING. 6,334 SQ. FT. 3'-0'' TO 7'-0'' 858 GPM 308,965 GAL. DEPTHS SURFACE AREA PERIMETER 6 HR TURNOVER = VOLUME==== 348 FT.
4'-0''
4'-0''
4'-0''
4'-6''
5'-0''
6'-0''
7'-0''
7'-0'' CO = CLEAN-OUT PA = PLANTER AREA (E) = EXISTING RA(E) CM(E) UL(E) CM(E) RA(E) DM(E) CM(E) BS(E) RA(E) RA(E) RP(E) RA(E) RP(E) (E) GR RA(E) RP(E) RS(E) RS = RECALL STANCHION RA(E) RP(E) RA(E) RP(E) RA(E) (E) UL (E) UL (E) UL (E) UL RP(E) BS(E)RA(E) RP(E) RA(E) (E) DM RP(E) RA(E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) 24''x48'' (E) MD 24''x48'' (E) MD RA(E) RP(E) RA DM (E) (E) RP(E)BS(E) UL(E) RA(E) RP(E) GR(E) RA(E) UL(E) RP(E) RA(E) DM(E) RP(E) RA(E)RS(E) RP(E) RA(E) UL(E) RP(E) RA(E) DM(E) RP(E)BS UL (E) (E) RA(E) GR(E) (E) UL RA(E) RA(E) DM(E) BS(E) (E) UL RA(E) RA(E) RA(E) (E) UL (E) DM RA(E) (E) UL (E) GR RA(E) DM(E) (E) UL (E) UL RS(E) RA(E) BS(E)DM(E) CM(E) RA(E) DM(E) CM(E) CM(E) RA(E) DM(E) CM(E) CM(E) DM(E) HR(E) HR(E) HR(E) DM(E) CM(E) DM(E) UL(E) CM(E) (E) WI WI = WALL INLET RA(E) BS(E) AL BOX (E) (E) VALVE UL(E) RA(E) CM(E) DM(E) CM(E) CM(E) RA(E) RS(E) UL(E) RA(E) RA(E) DM(E) CM(E) RA(E) GR(E) UL(E) RA(E) BS(E) CM(E) RA(E) DM(E) CM(E) RA(E) REPLACE (E) REMOVE AND (E) SWIMMING POOL (E) WET PLAY (E) 10'-0'' x 10'-0'' SURGE CHAMBER SD(E) SD(E) SD(E) TYP. (E) CO TYP. (E) CO TYP. (E) CO SD(E) SD(E) SD(E) TYP. (E) COSD(E) SD(E) SD(E) OHL OHL OHL OHL PA PA PA PA PA (E) WET PLAY BALANCE TANK (E) SHADE CANOPY (E) SHADE CANOPY (E) SHADE CANOPY 13 19 13 19 12 TYP. 17 16 11 TYP. 11 TYP. 11 TYP. 11 TYP. 10 10 10 10 10 9 9 TYP.
9 TYP.
9TYP.
9TYP.
9TYP.
9TYP.
9TYP.
8 TYP.
8 TYP.
8 TYP.
8TYP.
8TYP.
8 TYP.
9 TYP.
9 TYP.
9 TYP.
9 TYP.
8 TYP.
8 TYP.
8TYP.
8TYP. 15 FIELD VERIFY ALL P.O.C.'S TO EXISTING DRAIN LINES FOR NEW DECK DRAINAGE SYSTEM(S) INCLUDING INVERTS. 12 15 15 8 8
8 2 OHL OHL
1 4
7 14 20 22
1 4
7 14 20 22
1 4
7 14 20 22
1 4
7 14 20 22
3 6 18 21 NORTH ELECTRICAL CONDUIT AND OTHER PIPING MAY BE CAST INTO THE EXISTING DECK TO BE REMOVED. THE CONTRACTOR IS TO BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF ALL DAMAGED CONDUIT OR PIPING AS WELL AS PULLING NEW ELECTRICAL CONDUCTORS TO REPLACE AND CUT OR DAMAGED WIRING. NO SPLICING WILL BE ALLOWED EXCEPT IN ABOVE GROUND BOXES. THE CONTRACTOR SHALL RETAIN AN UNDERGROUND UTILITY SPECIALIST AND COORDINATE ALL UTILITY, CONDUIT AND PIPING LOCATIONS. 23 23 23 23 23 15 _'' = 1'-0'' EXISTING SWIMMING POOL DECK DEMOLITION PLANDP-1 These drawings and specifications are the property and copyright of Aquatic Design Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group, Inc. Written dimensions shall take preference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work. DRAWING TITLE DRAWING NO. SEAL DRAWN BY CHECKED BY DATENO. DATE DESCRIPTION COPYRIGHT © 2023 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO. REVISIONS

PROJECT INFORMATION NFC GSF
JOHN H. FURBEE AQUATICS

CENTER POOL RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 10/14/24 LOGO REN. 07/31/27 C-35802 FI (E) 16''x32'' GUTTER ACCESS COVER. 6,7 SP-5 3SP-5
1 SP-8 (E) HB (E) HB HB = HOSE BIB
4SP-5 OHL = OVERHEAD LIGHT
5 SD(E) SD(E) SD(E) (E) WI SD(E)
Item Number: 3.

Page 21 of 459 ends

(E) WET PLAY
(E) 10'-0'' x 10'-0'' SURGE CHAMBER OHL OHL OHL OHL PA PA PA PA PA (E) WET PLAY BALANCE TANK (E) SHADE CANOPY (E) SHADE CANOPY (E) SHADE CANOPY OHL OHL NORTH _'' = 1'-0'' NEW SWIMMING POOL DECK PLANDP-2 These drawings and specifications are the property and copyright of Aquatic Design Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group, Inc. Written dimensions shall take preference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work. DRAWING TITLE DRAWING NO. SEAL DRAWN BY CHECKED BY DATENO. DATE DESCRIPTION COPYRIGHT © 2023 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO. REVISIONS

PROJECT INFORMATION NFC GSF
JOHN H. FURBEE AQUATICS

CENTER POOL RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 10/14/24 LOGO REN. 07/31/27 C-35802 4'-0''
3'-0''
(E) MD 24''x48''
4'-0''
4'-0''
4'-6''
5'-0''
6'-0''
7'-0''
7'-0''
(E) MD 24''x48'' 4'-6'' 8'-8'' 8'-4'' 6'-0'' 7'-9|'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-2'' 7'-2'' 6'-0'' 5'-9\'' 6'-0'' 5'-0'' 5'-0'' 5'-0'' 5'-0'' 5'-0'' 5'-0'' 11'' 8'-3\'' 7'-1'' 7'-1'' 7'-1'' 7'-1\'' 7'-1\'' 8'-0'' 8'-0'' 7'-1'' 8'-2\'' 6'-0'' 6'-3\'' 6'-0'' +- 6'-0'' 5'-9'' 6'-8'' 6'-8'' 6'-8'' 6'-8'' 6'-8'' 6'-8'' 6'-8'' 6'-8'' 6'-0'' 10'-0'' 6'-0'' 6'-3\'' 6'-0'' 5'-8'' 6'-1'' +- 8'-0'' 6'-0'' 5'-1['' 6'-11'' 6'-11'' 6'-11'' 6'-11'' 6'-11'' 6'-11'' 6'-11'' 6'-11'' 6'-11'' 6'-8\'' 6'-10'' 6'-10'' 5'-8'' 5'-8'' 6'-0''5'-0'' 5'-0'' 5'-0'' 5'-0'' 5'-0'' 5'-0'' 11'' (E) 18'' SD (E) 18'' SD (E) 18'' SD (N) 6'' (N) 6'' (N) 6'' (N) 6'' (N) 6'' (N) 6'' (N) 6'' (N) 6'' (N) 6'' (N) 6'' (N) 6'' (E) 6'' SD(E) 6'' SL

1.8%
MAX.

SL
SL

1.8%
MAX.

SL
SL SL
SL SL SLMAX. SLSL SL
SL SL
SL SL
SL SL
SL SL SL SL SL SL SL SL TD 90.83 TD 90.83 TD 90.83TD 90.83 TD 90.83 SWIMMING POOL WL = 89.83 TCO TSD TCO TSD TCO 5'-9\'' 7'-0'' 4'-3'' +- TD TCOTSD TSD TCO TCO TD 90.83 TSD TD 91.12 TD 91.23 TSD TCO TSD TCO TSD TCO TD 90.83 TCO TSD TSD TD 90.83 TD 91.13 TD 91.11 TD 91.11 TD91.13 TD 91.17 (E) ROLLING GATE TD 91.16TD 91.21 TD 91.81 6B SP-6 CJ TYP. 6C SP-6 EJTYP. 6B SP-6 CJ TYP. 6C SP-6 EJTYP. 6C SP-6 EJTYP. 6B SP-6 CJ TYP. 6C SP-6 EJTYP. 6B SP-6 CJ TYP. 6'' CONC. DECK W/ #4 @ 12'' O.C. E.W. 6'' CONC. DECK W/ #4 @ 12'' O.C. E.W. 6'' CONC. DECK W/ #4 @ 12'' O.C. E.W. 6'' CONC. DECK W/ #4 @ 12'' O.C. E.W. EMERGENCY/ INFORMATION SIGNAGE 3SP-8 (E) DF RESCUE POLE AND LIFE RING PER SPECIFICATIONS RESCUE POLE AND LIFE RING PER SPECIFICATIONS AL 4'-0'' 3'-0''
CLR.

DECK
SPACE
(N) SCOREBOARD 1 SP-7 NOTES: 2. DECKS SHALL HAVE 1% MIN. SLOPE AND 1.8% MAX. SLOPE TO DRAINS. ALL POOL DECKING SHALL BE NON-SLIP AND NON-ABRASIVE MEDIUM BROOM FINISH WITH NATURAL GRAY CONCRETE UNLESS OTHERWISE NOTED. 3. COORDINATE SIGNAGE PLACEMENT AND COLOR SCHEME WITH OWNER PRIOR TO INSTALLATION. 1. 3SP-8 EJ = EXPANSION JOINT CJ = CONTROL JOINT TSD = TOP OF SLOT DRAIN TCO = TOP OF CLEAN-OUT HB = HOSE BIBB CW = COLD WATER SL = SLOPE DIRECTION WL = WATERLEVEL TD = TOP OF DECK TFF = TOP OF FINISHED FLOOR I.E. = INVERT ELEVATION P.O.C. = POINT OF CONNECTION SD = STORM DRAIN AL = ACCESSIBLE LIFT 4SP-5 6A SP-6 6C SP-6 6B SP-6 2SP-7 2SP-7 SCA = SURGE CHAMBER ACCESS COVER (E) HB (E) HB ACCESS COVER GUTTER (N) 12''x16'' 1 SP-8 (N) SCA DF = DRINKING FOUNTAIN OHL = OVERHEAD LIGHT (E) = EXISTING (N) = NEW PA = PLANTER AREA (E) DECK JOINT SPACING AND TYPE. FIELD CONTRACTOR TO MATCH VERIFY. (E) DECK JOINT SPACING AND TYPE. FIELD CONTRACTOR TO MATCH VERIFY. (E) DECK JOINT SPACING AND TYPE. FIELD CONTRACTOR TO MATCH VERIFY. (N) DECK SHOWN SHADED. (N) DECK SHOWN SHADED. (N) DECK SHOWN SHADED. (N) DECK SHOWN SHADED. 6,334 SQ. FT. 3'-0'' TO 7'-0'' 858 GPM 308,965 GAL. DEPTHS SURFACE AREA PERIMETER 6 HR TURNOVER = VOLUME ==== 348 FT. TD MATCH EXIST. TD MATCH EXIST. 90.74 TD MATCH EXIST. 90.74 90.74 MATCH EXIST. TD MATCH EXIST. (E) HB 90.74 90.74 TD 90.83 TD 90.83 90.74 90.74 90.74 90.74 TD MATCH EXIST. TD MATCH EXIST. SL SL 90.74 90.74 90.74 TD MATCH EXIST. HATCH TD MATCH EXIST. 90.74 TD MATCH EXIST. 90.74 90.74 90.74 90.74 TD MATCH EXIST. 90.74 90.74 90.74 (N) 6'' (E) 6'' SD (FIELD VERIFY P.O.C. TO INVERT) TD MATCH EXIST. (E) 18'' SD IE = 80.77 TD MATCH EXIST. TD MATCH EXIST. TD MATCH EXIST. TD MATCH EXIST. WITH OUTLETS AND (N) CONC. PEDESTAL WALL PLATE. 5SP-6 M DDEDUR 45^ SLOPE 1.5% 89.74 IE TD MATCH EXIST. IE 89.74 (N) 6'' SLOPE 1.7% IE 88.32 SLOPE 1.7% SLOPE 1.7% IE 86.68 SLOPE 1.5% SLOPE 1.5% SLOPE 1.5% IE 88.00
Item Number: 3.

Page 22 of 459 ends

These drawings and specifications are the property and copyright of Aquatic Design Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group, Inc. Written dimensions shall take preference over scaled dimensions and shall be verified on the job site. Anydiscrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work. DRAWING TITLE DRAWING NO. SEAL DRAWN BY CHECKED BY DATENO. DATE DESCRIPTION COPYRIGHT © 2023 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO. REVISIONS

PROJECT INFORMATION EDK GSF
JOHN H. FURBEE AQUATICS

CENTER SPRAYGROUND

RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 06/03/25 LOGO REN. 07/31/27 C-35802 2024.072 SPRAYGROUND DEMOLITION PLAN PLAN DP-3 Item Number: 3.

Page 23 of 459 ends

4'-0''
3'-0''
75'-1'' (25 YD)
1'-9''
10'-0''
82'-1|'' (25 M)
5'-1|'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 5'-0'' 1'-1|'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 1'-0'' 16'-5'' 49'-3|'' 16'-5'' 82'-1|'' (25 M) 10'-0'' 17'-0'' 7'-0'' 5'-1|'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 5'-0'' 12'' 5'-0'' 6'-1|'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 1'-0'' 16'-5'' 49'-3|'' 16'-5'' 3'-4''
7'-4''
2'-0''
4'' 4'' BSDM4'-0'' 15M BSRA DM4'-0'' ND UL ND DM 3'-0'' DM3'-0'' NDHR DM3'-0'' ND DM4'-0'' BS DM4'-6'' BS GRRADM7'-0'' RPBS RA BS BS 6'-7'' TYP. 3'-0'' TYP. 6'-7''
TYP.
(E) MD 24''x48''
3'-0''
TYP. 6'-7'' TYP. SP-4
4 SP-4
4 SP-4
5 (N) 4'' WIDE OF CONTRASTING TILE (N) TRIM TILE ON STEPS TYP. (INCLUDING AT DECK) AT 4'-6'' DEPTH 35'-0'' 15'-0'' 10'-1''
25'-10'' 25'-10'' 23'-5''
7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 13'-4'' 17'-1'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 5'-6'' 75'-1'' (25 YD)
7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 5'-6'' 7'-1'' 10'-0'' 1'-9'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 25'-10'' 25'-10'' 23'-5''
15'-0'' 15'-0'' 10'-1'' 35'-0''
4'-0'' HRHR UL ULNDRA NDRA DM ND 4'-0'' RA ND UL UL UL UL DM7'-0'' WP RA GR RA DM7'-0'' RA RA NR RA BS DM7'-0'' RA WP 4'-0''
4'-6''
5'-0''
6'-0''
7'-0'' RA UL RANDRARAND UL 15M RA GRRAND UL RAND DM4'-0'' RA UL UL UL UL UL ND RADM4'-0'' RA ND ND DM4'-0'' ND RA DM4'-6'' RP RADM7'-0'' RP RP GR RA RP DM7'-0'' RA RPNRRA RP RA RP RADM7'-0'' RPRA 7'-0'' ULULULUL15M15M RP RARP RANRRP RADM 7'-0'' RP RARP RARP RADM7'-0'' RP RA 3'-0''
TYP.
(E) MD 24''x48'' 3'-0'' TYP.
5'-0\''
< OF
5'-0\'' POOL WPWP SP-2 D SP-2 B SP-2 A SP-2 C NORTH THE CONTRACTOR SHALL RETAIN AN INDEPENDENT LICENSED SURVEYOR TO PROVIDE PROOF OF COMPLIANCE FOR REQUIRED POOL LENGTHS SHORT COURSE-25YDS: (ALLOWS FOR TOUCH PADS AT ONE (2'-7\'') BELOW THE SURFACE OF THE WATER AT ALL VERTICAL PLANE 0.3M (12'') ABOVE AND 0.8M. TOLERANCE AGAINST LENGTH SHALL EXTEND IN A POINTS OF BOTH END WALLS TYP. OF ALL COURSES. AS FOLLOWS: (RECOMMEND PATRELL ENG. GROUP (626) 335-4362) END) 75'-0 5/16'' MIN.: 75'-1 3/16'' MAX. THE INDEPENDENT LICENSED SURVEYOR SHALL FILL OUT, NOTARIZE AND FILE OFFICIAL CERTIFICATION FORM(S) WITH USA SWIMMING. 1 8 SP-4 6,7 SP-5
1 SP-4
6 2 SP-5
2 SP-4 SP-6
2 SP-6
4SP-8
== MAIN DRAIN GRABRAIL===== 'NO DIVING' ROPE ANCHOR RACING PLATFORM 'NO RUNNING' DEPTH MARKER GRMDDMNRRARPND=== WATER POLO GOAL (STATIONARY) UNDERWATER LIGHT WPULBS BACKSTROKE STANCHION 4 SP-5 SP-6 HRAL = ACCESSIBLE LIFT
= HANDRAIL SP-5
3 SP-4
2 15M = 15 METER MARKER _'' = 1'-0'' SWIMMING POOL LAYOUT PLANSP-1 6'-7''
TYP. These drawings and specifications are the property and copyright of Aquatic Design Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group, Inc. Written dimensions shall take preference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work. DRAWING TITLE DRAWING NO. SEAL DRAWN BY CHECKED BY DATENO. DATE DESCRIPTION COPYRIGHT © 2023 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO. REVISIONS

PROJECT INFORMATION NFC GSF
JOHN H. FURBEE AQUATICS

CENTER POOL RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 10/14/24 LOGO REN. 07/31/27 C-35802 5'-0'' GR FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI FI WIWI SP-5 7 FI = FLOOR INLET WI = WALL INLET SP-5 6 (E) = EXISTING 6,334 SQ. FT. 3'-0'' TO 7'-0'' 858 GPM 308,965 GAL. DEPTHS SURFACE AREA PERIMETER 6 HR TURNOVER = VOLUME==== 348 FT. RA RA 5'-0\'' 5'-0\''
2'-6''
TYP.WP WP 5'-0\'' 5'-0\''
2'-6''
TYP. WP WP WP WP SHORT COURSE-25M: (ALLOWS FOR TOUCH PADS AT ONE END) 82'-0 9/16'' MIN.: 82'-1 7/16'' MAX. 6'' TYP.

Item Number: 3.

Page 24 of 459 ends

82'-1|'' (25 M) 17'-0'' 57'-6'' 7'-6'' 5'-0'' 12'-1|'' 10'-0'' 7'-0'' 5'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 3'-2'' 4'-10'' 8'-0'' 8'-0'' 8'-0'' 15'-1|'' 8'-0'' GR 12'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 6'-1|'' 12'' 12'' 12'' 12'' 12'' 12'' 12'' 12'-0'' 7'-0''
7'-0''
4'-6''
4'-0''
4'-0''
3'-0''
6''
2'-10'' SP-4 3 SP-4 1 UL UL UL UL UL UL RA RA RA RA RA RA RA RA RA RA RA SPRINGLINE

FIELD VERIFY

EXACT LOCATION

FIELD VERIFY

EXACT LOCATION

FIELD VERIFY
EXACT LOCATION SP-5 3 (N) TRIM TILE ON EACH STEP AND UPPER APPROACH. (N) 4'' WIDE OF CONTRASTING TILE AT 4'-6'' DEPTH (N) 6'' WATERLINE TILE WATERLEVEL HR 82'-1|'' (25 M) 12'-1|'' 5'-0''
7'-0''
4'-0''
4'-0''
4'-6''
7'-0'' 7'-6'' 57'-6'' 1'-1|'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 12'' 5'-1|'' 8'-0'' 8'-0'' 8'-0'' 4'-10'' 3'-2'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 8'-0'' 5'-0'' SP-5 5

FIELD VERIFY

EXACT LOCATION

FIELD VERIFY
EXACT LOCATION UL UL UL UL UL RA RA RA RA RA RA RA RA RA GR SP-4 3 SP-5 5 SP-4 1 SP-4 1 (N) 6'' WATERLINE TILE WATERLEVEL 75'-1'' (25 YD) 10'-0'' 7'-1'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 2'-11'' 4'-7'' 7'-6'' 7'-6'' 5'-6'' 3'-4'' 7'-6'' 4'' 4'' 7'-4'' 2'-0'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 1'-9'' 2'-10''
TYP. UL UL UL RA RA RA RA RA RA RA RA RA HR HR HR

FIELD VERIFY
EXACT LOCATION GR SP-4 3 SP-4 1 SP-4 1 75'-1'' (25 YD) 24'-3'' 30'-0'' 20'-10'' 7'-6'' 12'-1'' 5'-0'' (N) 6'' WATERLINE TILE WATERLEVEL 5'-6'' 7'-6'' 7'-6'' 4'-7'' 2'-11'' 7'-6'' 7'-6'' 7'-6'' 1'-9'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 7'-6'' 13'-4'' UL UL UL UL RA RA RA RA RA RA RA RA RA GR SP-4 1 SP-4 1 GR SP-4 3 4'-0''
4'-0''
3'-0''
(BEYOND)
7'-0''
7'-0''
7'-0''
7'-0''
(E) MD 24''x48'' (E) MD 24''x48'' (N) 6'' WATERLINE TILE WATERLEVEL |'' = 1'-0'' SWIMMING POOL SECTIONS SP-2 |'' = 1'-0'' |'' = 1'-0''|'' = 1'-0''

FIELD VERIFY
EXACT LOCATION SPRINGLINE SPRINGLINE SPRINGLINE These drawings and specifications are the property and copyright of Aquatic Design Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group, Inc. Written dimensions shall take preference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work. DRAWING TITLE DRAWING NO. SEAL DRAWN BY CHECKED BY DATENO. DATE DESCRIPTION COPYRIGHT © 2023 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO. REVISIONS

PROJECT INFORMATION NFC GSF
JOHN H. FURBEE AQUATICS

CENTER POOL RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 10/14/24 LOGO REN. 07/31/27 C-35802 Item Number: 3.

Page 25 of 459 ends

(E) WET PLAY PA PA PA PA NORTH _'' = 1'-0'' SWIMMING POOL UNDERWATER LIGHT / TIMING SYSTEM PLAN SP-3 These drawings and specifications are the property and copyright of Aquatic Design Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group, Inc. Written dimensions shall take preference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work. DRAWING TITLE DRAWING NO. SEAL DRAWN BY CHECKED BY DATENO. DATE DESCRIPTION COPYRIGHT © 2023 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO. REVISIONS

PROJECT INFORMATION NFC GSF
JOHN H. FURBEE AQUATICS

CENTER POOL RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 10/14/24 LOGO REN. 07/31/27 C-35802 4'-0''
3'-0''
4'-0''
4'-0''
4'-6''
5'-0''
6'-0''
7'-0''
7'-0'' SWIMMING POOL (N) SCOREBOARD
1 SP-7 PA RPRPRPRPRPRPRP
S
2 2
1 3 TOUCH PAD TYP.
7 6
5TYP. 1\''C. ULULULUL UL UL UL UL ULULULUL UL UL UL UL UL UL TO (E) JB TO (E) JB TO (E) JBTO (E) JBTO (E) JB TO (E) JB TO (E) JB TO (E) JB TO (E) JB TO (E) JB TO (E) JB TO (E) JB TO (E) JB TO (E) JB TO (E) JB D TIMING DECK NODE (4''x4''x6'' PVC BOX)
2 TIMING SYSTEM WALL INTERFACE WPI W/ 12''x12''x6'' PVC BOX 5 START DECK NODE (4''x4''x6'' PVC BOX) SCOREBOARD DECK NODE (4''x4''x6'' PVC BOX) F
3SP-6
5SP-6 ETHERNET DROP-BY OTHERS DESCRIPTION
8 WALL PLATE TIMER NODE QUANTITY
2 UNIT COUNT2 COUNT
8 COUNT
1 COUNT1 COUNT
2 COUNT
9 WALL PLATE SCOREBOARD NODE 1 COUNT F4 WALL PLATE FIBER CONNECTION 1 COUNT OTHERS. DROP BY PANEL 'P-33' TO (E) ELEC. WITH OUTLETS AND (N) CONC. PEDESTAL WALL PLATE. 5SP-6
F
8 (N) 1\''C. TO (N) 12''x12''x6'' 12''x12''x6'' PVC BOX WITH 8 9 F4
F (N) ETHERNET CONNECTION COORDINATE WITH THE CITY FOR LOCATION. (N) (N) 1''C. FROM TIMING SYSTEM SCOREBOARD COMPUTER. COORDINATE WITH THE CITY FOR THE LOCATION OF THE (N) 1''C. JBRP = UL = UNDERWATER LIGHT RACING PLATFORM = JUNCTION BOX
4SP-6
1 SP-5 (N) (E) = EXISTING
= NEW NOTE: THE CONTRACTOR SHALL SUPPLY AND INSTALL DECK PLATE BOXES, WALL PLATE BOXES, AND CONDUITS UNDER BASE BID. WIRING, SCOREBOARD AND ALL TIMING EQUIPMENT AS SHOWN FOR THE 'COLORADO' TIME SYSTEM OR EQUAL SHALL BE FUTURE. START SYSTEM (FUTURE) TIMING SYSTEM (FUTURE) FLAG POLE MOUNTING KIT FOR STARTER GEN7 LAPTOP START-FPM-2 QTY MODEL 1 DESCRIPTION
1 R-600-302 MODEL GEN7-TMR QTY
1 DESCRIPTION INTUITIVE SOFTWARE INTERFACE WITH MODERN WINDOWS USER INTERFACE AND TOUCHSCREEN FRIENDLY. FLEXIBLE USER INTERFACE OPTIONS WITH ETHERNET CONNECTIVITY TO THE TIMER. ADVANCED DIAGNOSTICS, INTELLIGENT BUS SYSTEM, ROBUST SAFEGUARDS. TIMER WILL CONTINUE TO RUN AND FINISH RACE WITHOUT USER INTERFACE. WET-PLUGGABLE TITANIUM CONNECTIONS. INTEGRATED 2.4 GHz WIRELESS TO SCOREBOARDS, FACILITY NETWORK CONNECTIVITY. 10 SP-6/45 6 WATT INDIVIDUAL BLOCK SPEAKER 8 TP-90G AQUAGRIP GUTTERHUNG TOUCHPADS (90'' x 22'') US PATENT 5,702,799

TOUCHPADS (FUTURE) QTY MODEL DESCRIPTION
1 CAD-TP96 TOUCHPAD CADDY FOR GUTTERHUNG TOUCHPADS. HOLDS UP TO TEN TOUCHPADS. SOME ASSEMBLY REQUIRED. CHAMPION SERIES START SYSTEM WITH WIRED MICROPHONE, VOLUME CONTROL ON EACH MICROPHONE INPUT, EXTERNAL CONNECTIONS FOR ADDITIONAL STROBE LIGHTS, LED BATTERY INDICATION LIGHT, AC/DC POWER CAPABILITIES AND AN EXTERNAL 360^ STROBE. TRIPOD OR TABLE TOP OPTIONS. 1 SS
8 4000-0040 SPECIAL SIZE TOUCHPAD BRACKETS
1 2
3GEN7 CABLE (FUTURE) R-015-707-8 SCOREBOARD CABLE, 8 METER QTY 1 MODEL DESCRIPTION1 R-015-715-8 TIMER CABLE, 8 METER GEN7 IN DECK QTY MODEL 8 DESCRIPTION TDPI-D TITANIUM DOMED DECK PLATE-INTELLIGENT TITANIUM DECK PLATES REQUIRE A 4'' SQUARE OR 4.125'' DIAMETER CIRCULAR OPENING AT A MINIMUM. WRITTEN VERIFICATION AND SIGN OFF REQUIRED FROM CUSTOMER. NOTE: INCLUDES 5 YEAR WARRANTY. CTS IS THE ONLY MANUFACTURER OF TITANIUM DECK PLATE. 1 R-015-706-8 STARTER CABLE, 8 METER1 R-015-715-15 TIMER CABLE, 15 METER1 TP-GEN7-10 TEN-LANE TOUCHPAD SYSTEM FOR THE GEN 7 TIMING SYSTEM (SERIAL) INCLUDES AN TEN-LANE CABLE HARNESS, ONE PUSHBUTTON PER LANE+ ONE SPARE, VACUUM PUMP AND TOUCHPAD METER. GEN7 TOUCHPAD SYSTEM (FUTURE) QTY MODEL DESCRIPTION 1 TDPI-S2 START DECK NODE1 TDPI-SC5 SCOREBOARD DECK NODE 2 R-1004-0549 GEN7 WALL PLATE (12X12) 1 TDPI-K1 KIT-SCOREBOARD BUS HEAD& TAIL NODE INSTALLATION 1 TDPI-K1 KIT-TIMING BUS HEAD & TAIL NODE INSTALLATION1 WPI-F4 WP-YDS FIBER & LEGACY CONNECT GEN7 CABLE (FUTURE) QTY MODEL 1200' DESCRIPTION R-015-737 TIMING BUS CABLE- 7 CONDUCTOR 1200' R-015-726 SCOREBOARD BUS CABLE- 4 CONDUCTOR D
2 5
F
1 PC-PRO-R PACE CLOCK - PRO/WATER POLO SHOT CLOCK PACE CLOCK (FUTURE) QTY MODEL DESCRIPTION 2 DC-1500 SPECIFICATIONS: 1 PC-PRO AND 2 DC 1500 DECK CLOCKS PER OWNER APPROVAL. 4 DIGIT PACE CLOCK 10'' RED DIGITS - VIEWABLE UP TO 400 FEET HIGH INTENSITY LED - INDOOR/OUTDOOR "SPLASH-PROOF" PROTECTIVE LENS INTERNAL RECHARGEABLE BATTERY INTERNAL HORN FEET AND HANDLE FUNCTIONS: SIMPLE PACE CLOCK CUMULATIVE SPLIT DISPLAY LAP SPLIT DISPLAY LAP COUNTER LAP SPLIT DISPLAY WITH TURN SPEED RELAY EXCHANGES DISPLAY START REACTION DISPLAY HAND TURN SPEED BREAK OUT SPEED DISPLAY BREAK OUT SPEED DISPLAY WITH START REACTION TIME DISPLAY FOR REPETITIVE SETS SINGLE LANE TIMER MID-RACE TIMING DISPLAY WATERPOLO SHOT CLOCK WATERPOLO GAME CLOCK NOTE: MOST FUNCTIONS REQUIRE ADDITIONAL INPUT DEVICES, i.e. TOUCHPAD, RELAY JUDGING PLATFORM,

START SYSTEM, PUSHBUTTON

CONTROLLER (FUTURE) QTY MODEL
1 DESCRIPTION WTTC-2 WIRELESS TABLE TOP CONTROLLER1 CASE-WTTC CASE FOR THE WIRELESS TABLE TOP CONTROLLER1 WHC-1 WIRELESS HANDHELD CONTROLLER ADAPTER (FUTURE) QTY MODEL1 DESCRIPTION WA-3 WIRELESS ADAPTER, 2.4 GHz RELAY JUDGING PLATFORM (FUTURE) QTY MODEL 10 DESCRIPTION RJPL-24x32 CTS RELAY JUDGING PLATFORM 24''x32'' W/ BUILT-IN LED LIGHT FOR START 1 CAD-RJPL-2 CADDY- 24'' WIDTH RELAY JUDGING PLATFORMS (HOLDS 10)

FULL COLOR VIDEO DISPLAY (FUTURE) QTY MODEL DESCRIPTION 4 1 SP-7
1 (N) SCOREBOARD TO BE TERMINATED INTO SCOREBOARD LOAD CENTER PROVIDE SIX (6) DEDICATED 20 AMP CIRCUIT CONNECT TO TIMING/WALL BOX LOCATION W/ 1'' PVC CONDUIT. SCOREBOARD DATA CONNECTION BOX CONNECT MASTER ON/OFF SCOREBOARD SWITCH WITH 56 7 PILOT LIGHT W/ LOCKABLE ENCLOSURE. BONDING AND STRUCTURAL SUPPORTS. PROVIDE LED MATRIX DISPLAY SCOREBOARD AND VIDEO CAPABILITIES. Y5C 12mm 208H x 352W SMD, FA, OD 2PM DISPLAY ACTIVE AREA: 98.30(H) x 166.30(W) THE SCOREBOARD SHALL HAVE FULL COLOR INCLUDING ALL POWER REQUIREMENTS, 3SP-6
3SP-6 PA = PLANTER AREA TO (E) JB TO (E) JB TO (E) JB RP RP RP RP RP RP RP RP D
D
D
D
D
D 1\''C. (N) (N) 1\''C. TYP. (N) ETHERNET COMPUTER. (N) 1''C. 1\''C. (N) 1\''C. (N) 1\''C. (N) 1\''C. (N) 'P-32,34,36,38,40,42' TO (E) ELEC. PANEL FUTURE 5 D
D
Item Number: 3.

Page 26 of 459 ends

POOL PERIMETER 12'' 2'-6'' 2'-4'' DECK TAPERS FROM 6'' TO 8'' TO 6'' AS SHOWN 10'' 11'' 5'' 2'' \'' 2\''
2'-6''
6'' 6''
2'' CLR.
3''
CLR.
6''
8'' ROUGHEN (E) TOP OF GUTTER
WALL TO |'' AMPLITUDE AND FULLY INSERT HOT DIPPED GALVANIZED #4 @12'' O.C. DOWELS WITH 'HILTI' HIT-HY 200 V3 ADHESIVE SYSTEM, ESR #4868, SET INTO }''~ DRILLEDHOLES x 4'' DEEP, OFFSET FROM EXISTING REINF. TYP. (E) #5 @ 12'' (E) #4 @ 12'' O.C. E.W. HORIZ. (E) #6 @ 12'' (E) #4 @ 12'' HORIZ. (E) #4 @ 12'' VERT.
(E) 4-#5 CONT. TOP & BOT. W/ #3 TIES @ 12'' (E) SHOTCRETE GUTTER CLEAN & CHLORINE TREAT EXISTING GUTTER. APPLY 2 COATS OF CEMENTITIOUS WATERPROOFING PER SPECIFICATIONS. WATER LEVEL ELEV. PER PLAN POOL DECK REINFORCING IN SAME PLAIN. (N) (2) ['' RADIUS BEAD @ 4|'' RECESSED TILE MARKERS (N) CANTILEVER CONCRETE DECK W/ [" RADIUS BULLNOSE @ TOP AND BOTTOM EDGE (N) 6'' X 6'' WATERLINE TILE DOUBLE BULLNOSE (N) WATERLINE CAP TILE (N) WHITE PLASTER FINISH (E) SHOTCRETE WALL FLUSH CERAMIC TILE MARKERS THIN SET (E) DECK TO BE REMOVED SHOWN DASHED 1CONCRETE NOTES: 2 CONTINUOUS INSPECTION BY AN APPROVED INSPECTOR IS REQUIRED OF ALL CONCRETE PLACEMENT. 3 ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150 TYPE II 4 FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33. MAXIMUM SIZE OF AGGREGATE TO BE 1''. 5 CONCRETE MIX DESIGNS SHALL BE BASED UPON ACI-318. 6 CONCRETE SHALL BE TESTED AND INSPECTED PER SECTION CBC 1705.3 AND ACI 318. 7 REMOVAL OF FORMS SHALL COMPLY WITH ACI 318. 8 ALL REINFORCING SHALL BE ASTM A-615, GRADE 60, UNLESS OTHERWISE NOTED. LAPS SHALL BE 64 BAR DIA. POOL = 4000 PSI SLAB-ON-GRADE = 4000 PSI THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS WITH A 0.40-0.50 WATER/CEMENT RATIO (E) GUTTER LIP TO REMAIN (E) #3 @ 18'' O.C. E.W. 1''=1'-0'' NO SCALE 16''
14''
12'' 12''
FOR (N) DEPTH MARKER/FORM RECESS ['' DEEP CAUTION MARKER PLAQUE12'' TILES. 12'' (N) WHITE PLASTER BULLNOSE (N )TARGET @ < OF TILE FLUSH W/ (N) BLACK DOUBLE EA. RACING LANE 1''x1'' OR 2''x2'' NON-GLAZED CERAMIC MOSAIC PLASTER FINISH 12'' FINISH 14'' TARGETS WATER LEVEL (N) 6''x 6'' W.L. TILE (N) ['' RAD @ DECK (N) 1''x 1'' NON-GLAZED(N) 4|''x 4|'' BLACK ON BLUE CERAMIC TILE DEPTH MARKERS CERAMIC MOSAIC (N) 2\''x 6'' BULLNOSE 4|'' TYP. 8\'' FLUSH (N) ROPE ANCHOR <
4''
(N) 15 M TILE 'DALTILE' D195 'OAK MOSS' WITH NON-SLIP SURFACE ON DECK. (N) EKO3 #DP-108-00004 STAINLESS STEEL GUTTER CAP CENTERED AT ALL RA & WP RA LOCATIONS TYP. 2SP-5 1\'' = 1'-0'' WATER LEVEL (N) BLACK DOUBLE BULLNOSE TILE 12'' 12'' 12'' 16'' 14'' 12'' 14'' (N) 1'' X 1'' NON-GLAZED CERAMIC MOSAIC TILE PER SPECIFICATIONS (N) CANTILEVER DECK FACE 1\"=1'-0" 1'-2'' 12'' 1'-2''
12'' 3'-4'' (N) 1''x 1'' UNGLAZED NON-SLIP CERAMIC MOSAIC TILE PER SPECIFICATIONS (N) WHITE PLASTER FINISH (N) WHITE PLASTER FINISH
1\'' = 1'-0'' 3''=1'-0'' 1\'' = 1'-0'' SILK SCREEN OF 6'-0'' OR LESS. NOTE: PLACE IN DECK AT ALL DEPTH MARKER LOCATION TAN COLOR BODY WITH BLACK OUTLINE, HAIR AND TRUNKS. _'' BLUE WATER. _'' BLACK POOL FLOOR. 5. 6. 4. 3. 2. 1. INLAYS DOUBLE GLAZED WHITE SLIP RESISTANT TILE TYP. OF (1) PIECE OVER |'' MORTAR BED WITH 116'' GROUT JOINTS. SEE PLAN FOR LOCATION. 1'' WIDE RED CIRCLE WITH 1'' WIDE RED DIAGONAL LINE. 116'' RED TICKS ABOUT THE HEAD. REFER TO DEPTH MARKERS DETAIL FOR DIMENSIONS & LOCATIONS. 8- SECTION THROUGH TILE SETTING BED MORTAR ['' MARKERS
8'' 36'' 45'' (N) 1'' X 1'' CONTRASTING NON-GLAZED CERAMIC MOSAIC TILE LETTERS ON NON-GLAZED TILE FIELD - SEE SPEC'S FOR COLOR AND MFR CERAMIC MOSAIC TILE LETTERS ON NON-GLAZED WHITE FIELD - SEE SPEC'S FOR COLOR AND MFR. 1'' X 1'' CONTRASTING NON-GLAZED DECK AND FRONT CANTILEVER DECK FACE (PER DET. 2 SP.4) AT ALL DEPTH MARKER LOCATIONS PROVIDE DEPTH MARKERS ON SEE DETAIL FOR TYPICAL SECTION THROUGH TILE MORTAR BED 6 8'' 8'' 2'-10'' 2'-10''
8'' 8'' 7 TYP.
8'' 2'-2''
8'' 2'-10''
8'' 1\'' = 1'-0'' 6'' 6'' 6'' 18''
6'' (N) 1''x 1'' UNGLAZED CERAMIC MOSAIC TILE PER SPECIFICATIONS (N) WHITE PLASTER FINISH These drawings and specifications are the property and copyright of Aquatic Design Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group, Inc. Written dimensions shall take preference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work. DRAWING TITLE DRAWING NO. SEAL DRAWN BY CHECKED BY DATENO. DATE DESCRIPTION COPYRIGHT © 2023 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO. REVISIONS

PROJECT INFORMATION NFC GSF
JOHN H. FURBEE AQUATICS

CENTER POOL RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 10/14/24 LOGO REN. 07/31/27 C-35802 DETAILS SP-4 #4 @ 12'' O.C. E.W. SHADED. NEW DECK SHOWN OR 6'' OR 6'' OR 6'' OR
9''
OR 6''
Item Number: 3.

Page 27 of 459 ends

POOL PERIMETER WATER LEVEL These drawings and specifications are the property and copyright of Aquatic Design Group, Inc. and shall not be used on any other work except by agreement with Aquatic Design Group, Inc. Written dimensions shall take preference over scaled dimensions and shall be verified on the job site. Any discrepancy shall be brought to the notice of Aquatic Design Group, Inc. prior to the commencement of any work. DRAWING TITLE DRAWING NO. SEAL DRAWN BY CHECKED BY DATENO. DATE DESCRIPTION COPYRIGHT © 2023 AQUATIC DESIGN GROUP, INC. ALL RIGHTS RESERVED PROJECT NO. REVISIONS

PROJECT INFORMATION NFC GSF
JOHN H. FURBEE AQUATICS

CENTER POOL RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 10/14/24 LOGO REN. 07/31/27 C-35802 DETAILS SP-5 1''=1'-0'' VERIFY 1"
C (N) 8'' X 12'' STEP ANCHOR (N) COMPETITOR MANUF. PLATFORM SOCKET PER 10 deg
6'' 1'-6''
1'-0''
(N) OR (E) ROPE ANCHOR PER DETAIL (BEYOND)
(N) 24'' X 32'' TOP PLATFORM PER MFR CALLED OUT ELEV. PER PLAN IN SPEC'S (FIBERGLASS) TUBING 1''~ POOL DECK (N) BACKSTROKE 2'-6'' MAX ELEV.
1'-6'' PLATFORM EKO STAINLESS STEEL GUTTER CAP CENTERED AT ALL (N) OR 3 (E) RA LOCATIONS STEEL WITH 320 GRIT (N) TYPE 304 STAINLESS FINISH 2'' PROVIDE (6) #3 BAR THUS: 7"
7" 7" 21\"
2 SP-5 SEE DETAIL 1/SP-4 FOR CANTILEVER REINFORCEMENT (E) POOL GUTTER CABLE AND CLAMP PER DETAIL TO DECK REINF. BONDING SP-7 3 \'' = 1'' HEX
]''
3\''
(E) HEAVY DUTY CHROME PLATED EYE BOLT PARAGON #70317 (E) FILL SPACE BETWEEN ANCHOR AND SHOTCRETE SOLID WITH 10,000 PSI AT 7 DAY NON-SHRINK GROUT (E) BONDING CABLE AND CLAMP PER

POOL WALL
PER PLAN 7'' (E) THREADED BRASS INSERT PARAGON #70318 (N) WHITE PLASTER FINISH 3SP-7 REPLACE ANY LOST OR DAMAGED INSERTS AND EYE BOLTS DUE TO DEMOLITION/CONSTRUCTION. [''=1'-0'' 6''
3'-0'' AND SPECTRUM #35214 S.S. ESCUTCHEON PLATES 12'' HANDRAIL TYPE 304 WITH 320 GRIT FINISH (N) "SPECTRUM" CUSTOM 3 BEND: 1.90'' O.D. W/ #24010 BRONZE ANCHOR SOCKETS (E) POOL REINFORCING TILE DOWN TO 6''x6'' W.L. PROVIDE (N) WHITE NON-SLIP 1''x1'' TILE @ LAST RISER 12'' 2'-10'' REINF. TOP BOND TO 12'' LEVEL TO START OF RADIUS 2'-10''
(N) TRIM TILE ON STEPS 'INLAYS' 2\''x6'' NON-SLIP ''BLACK''#CPC00022 OR 'DALTILE' 1''x2'' |'' ROUND #S812 WITH 2-1''x1'' BLACK NON-SLIP TILE. WATERLEVEL 6'' #3 @ 6'' O.C. E.W. x 20'' LONG GRADE 40 2|''
1'' \''R EDGE TILE #CPC00022,
NON-SLIP, BLACK.
(N) INLAYS SAFETY
2|'' x 1'' x 6'' LONG PLASTER FINISH (N) WHITE
1\''=1'-0'' STAIR TREAD DETAIL AND UPPER APPROACH
4_''
4_''
3SP-7
3"3"
6" 7" 7"3"3" 7" 6" 7" (E) POOL FLOOR
2'-10''
12''
6'' 6'' 12'' 12''6'' 12''6'' 12''6''
2\''
8''
6'' 6''
TYP. REINFORCING \'' 8'-4'' AND BOTTOM SEE DETAIL 1/SP-4 FOR CANTILEVER REINFORCEMENT TRIM TILE AT TOP #4 @ 12'' O.C. E.W. #4 @ 12'' O.C. E.W. 1. 2. 3. GUSSET COVER PLATE TO BE ATTACHED REQUIRING A TOOL FOR REMOVAL. 4. UTILIZE OUTLET FOR ACCESSIBLE LIFT BATTERY CHARGE STATION. 5. POOL LIFT SHALL BE LOCATED WHERE THE WATER LEVEL IS AT LEAST 36'' AND DOES NOT EXCEED 48'' DEEP , UNLESS ENTIRE POOL IS GREATER THAT 48'' DEEP. (CBC SECTION 11B-1009.2.1) 6. ON THE RAISED POSITION, THE CENTERLINE OF THE SEAT SHALL BE LOCATED OVER THE DECK AND 16'' MINIMUM FROM THE EDGE OF THE POOL. THE DECK SURFACE BETWEEN THE CENTERLINE OF THE SEAT AND THE POOL EDGE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.2) 7. CLEAR DECK SPACE SHALL BE PROVIDED ON SIDE OF SEAT OPPOSITE THE WATER PARALLEL TO THE WATER 36'' WIDE x 48'' MINIMUM FROM A LINE LOCATED 12'' BEHIND THE REAR EDGE OF THE SEAT. THE CLEAR SPACE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.3) 8. THE HEIGHT OF THE LIFT SEAT SHALL BE DESIGNED TO ALLOW A STOP AT 17'' MIN. TO 19'' MAX. MEASURED FROM THE DECK TO THE TOP OF THE SEAT SURFACE WHEN IN THE RAISED POSITION. (CBC SECTION 11B-1009.2.4) 9. THE SEAT SHALL BE RIGID AND 17'' MIN. TO 19'' MAX. WIDE. THE LIFT SEAT SHALL HAVE A BACK SUPPORT 12'' MIN. TALL. (CBC SECTION 11B-1009.2.4) 10.FOOTRESTS SHALL BE PROVIDED, EXCEPT FOR SPA LIFTS, AND SHALL MOVE WITH THE SEAT. LIFT SHALL HAVE TWO ARMRESTS. THE ARMREST POSITIONED OPPOSITE THE WATER SHALL BE REMOVABLE OR SHALL FOLD CLEAR OF THE SEAT WHEN THE SEAT IS IN THE RAISED POSITION. (CBC SECTION 11B-1009.2.6) 11. THE LIFT SHALL BE CAPABLE OF UNASSISTED OPERATION FROM BOTH THE DECK AND WATER LEVELS. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL BE UNOBSTRUCTED WHEN THE LIFT IS IN USE (CBC SECTION 11B-309.4). LIFT MUST BE STABLE AND NOT PERMIT UNINTENDED MOVEMENT WHEN A PERSON IS GETTING INTO OR OUT OF THE SEAT. (CBC SECTION 11B-1009.2.7) 12. THE LIFT SHALL BE DESIGNED SO THAT THE SEAT WILL SUBMERGE TO A WATER DEPTH OF 18'' MIN. BELOW THE STATIONARY WATER LEVEL. (CBC SECTION 11B-1009.2.8) 13. LIFT SEAT MUST HAVE AN OCCUPANT RESTRAINT FOR USE BY THE OCCUPANT OF THE SEAT AND THE RESTRAINT MUST MEET THE STANDARDS FOR OPERABLE CONTROLS IN COMPLIANCE WITH CBC SECTION 11B-1009.2.4 AND SECTION 11B-309. NOTES: 'AQUA CREEK' MIGHTY 400 F-MTY-400 (350 lbs. MAX. LIVE LOAD AND 400 lbS. MAX. LIFTING CAPACITY) CONTRACTOR SHALL PROVIDE COVER FOR LIFT 'AQUA CREEK' EXTRA BATTERY PACK 'AQUA CREEK' #F-004AB AND TRANSPORTER CART 'AQUA CREEK' #F-MTTC. [''=1'-0'' TOP VIEW FOOTING DETAIL BACK OF GUTTER 2.37'' O.D. x 6.17'' BRONZE ANCHOR ASSEMBLY 1'' ~ O.D. X 4'' PVC FIXING ANCHOR #4 @ 12'' O.C. E.W. TOP AND BOTTOM 3'' CLR. TYP. 12'' MIN. (14'' MAX.) 4'-0'' <
ANCHOR
EMBED
2'-0'' 2'-0'' 4'-0'' SQ. X 12'' DEEP CONCRETE FOOTING 3\'' 2'-0'' 2'-0'' 4'-0''
12'' CLEAR DECK SPACE
4'-0'' 3'-0''
-A 4'-0''x4'-0''x12'' DEEP SUPPORT FOOTING 18'' SEAT ROTATED OVER POOL SEAT RESTRAINT TOP VIEW POOL PERIMETER 3'-6'' (3'-8'' MAX.) 2'-6'' POOL PERIMETER FOOT REST DRIVE ARM SEAT RESTRAINT 1'-6''
12'' 1'-6''
MIN. WATER LEVEL BATTERY AND CONTROL BOX FLIP-UP OUTER ARM REST SEAT LOWERED 2'-6'' FROM DECK 64{'' SLOPE 1.8% MAX
12''

6.17'' ACTUATOR
MIN. #4 @ 12'' O.C. E.W. TOP AND BOTTOM 4'-0'' 2.37'' O.D. x 6.17'' DEEP STANCHION ANCHOR 3SP-7 BONDING CABLE AND CLAMP PER DETAIL
3SP-7 3'-6'' (3'-8'' MAX.) SEE DETAIL 1/SP-4 FOR CANTILEVER REINFORCEMENT SIDE VIEW 2'-4\'' WATER LEVEL BLACK DOUBLE BULLNOSE TILE 6'' 9'' 6'' 12'' 6'' (N) 2'' X 2'' NON-GLAZED CERAMIC MOSAIC TILE PER SPECIFICATIONS CANTILEVER DECK FACE 6'' 6'' 1\'' = 1'-0'' (N) WHITE PLASTER FINISH NO SCALE 3''=1'-0'' FLUSH WITH FINISH PROPER FLOW RATE PLASTER (NO CONING OR ADJUST COVER PLATE FOR DEPRESSION ALLOWED) OF INLET BODY SET OUTER RING (SEE PLAN FOR PRECISE LOCATION) C FITTING (E) NO LEAK FLANGE TYP. ELEV. PER PLAN POOL FLOOR NON-SHRINK (E) FLOOR INLET FITTING GROUT ROUGHEN TO |'' AMPLITUDE PRIOR TO REPOUR DETAIL PROVIDED FOR REPLACEMENT OF DAMAGED FLOOR INLET AND COVER PLATES AS REQUIRED. NOTE: FULLY INSERT HOT DIPPED GALVANIZED #4 @12'' O.C. DOWELS WITH 'HILTI' HIT-HY 200 V3 ADHESIVE SYSTEM, ESR #4868, SET INTO }''~ DRILLED HOLES x 4'' DEEP, OFFSET FROM EXISTING REINF. TYP. DETAIL PROVIDED FOR REPLACEMENT OF DAMAGED WALL INLET AND ADJUSTABLE EYEBALL TYPE FITTING AS REQUIRED. NOTE:
18''
MIN. BELOW
WATER LEVEL FILL IN SPACE AROUND FITTING WITH POOL PLASTER TYPICAL WALL INLET FITTING NEW REDUCER BUSHING IF REQ'D ADJUSTABLE EYEBALL TYPE FITTING FILL VOID AROUND PIPE AND FITTING WITH NON-SHRINK GROUT EXISTING POOL WALL CORE POOL WALL AS NECESSARY TO SET NEW WALL INLETS, FILL WITH NON-SHRINK GROUT NEW WHITE PLASTER FINISH 12'' 12'' (N) 12''x12'' OF 2''x2'' 'DALTILE' D317 'BISCUIT' WHITE AROUND ALL FLOOR INLETS. TYP.

Item Number: 3.

Page 28 of 459 ends

PROJECT INFORMATION NFC GSF
JOHN H. FURBEE AQUATICS

CENTER POOL RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 10/14/24 LOGO REN. 07/31/27 C-35802 DETAILS SP-6 1'-0'' 1'-0'' 1'-0'' 2'-11'
(VERIFY) WATERLEVEL GRABRAILS AS SHOWN ON PLAN ABOVE (N) FIGURE 4 TYPE (N) CYCOLAC STEPINSERTS (TYP.) 24'' CLR. FINISH (N) WHITE PLASTER 16\'' TYP.
6''
TYP.
5'' \'' \'' \'' 15\'' \''
B ELEVATION 1''=1'-0'' POOL PERIMETER GRABRAIL AS SHOWN -A (3) #3 BARS 30'' LONG 24'' LONG (4) #3 BARS
24'' CLR. NON-SLIP CERAMIC TILE PER SPEC'S (N) 1'' X 1'' UNGLAZED PROVIDE 1'' RADIUS CANTILEVER DECK EDGE TYP. AT CORNERS 2'-4'' PLAN POOL PERIMETER
B
-

A (N) WHITE PLASTER FINISH (E) SHOTCRETE POOL
(E) 15\W'' X 5''H X 5\''D SHELL DEEP GROUT

DEEP END
1'-0'' 1'-0''
ONLY 2'-2'' 1'-6'' ESCUTCHEON PLATES W/ SPECTRUM #35214 S.S. AND CLAMP PER BONDING CABLE DET'L (2 PER GRABRAIL) 8'' 8'' (N) CAST BRONZE ANCHOR SOCKET 320 GRIT FINISH AS SHOWN ON TYPE 304 STAINLESS STEEL WITH SLIP CERAMIC INSERTS (TYP.) (N) CYCOLAC STEP ELEV. PER PLAN UNGLAZED NON- DECK LINE BEYOND TILE PER SPEC'S PLAN ABOVE. POOL DECK WATER LEVEL 8'' 1'-0'' 1'-0''
VERIFY
2'-11''
(N) FIGURE 4 TYPE GRABRAILS
8'' SECTION
4|''
2}''
3'' 3'' 3'' 4'' 4'' 3''
7" 7"6"
EQ. EQ. 7" 7" 7" 2" 2" 2\" GRABRAIL THUS: PROVIDE GRADE 40 (7) #3 BAR PER 3[''
3 (E) STEP NOSING REINFORCEMENT CONTRACTOR TO REMOVE AND REPLACE IF SHOWING SIGNS OF RUST TYP. REPLACE WITH #4 GALV BAR x 40'' LONG. SET WITH 'HILTI' HIT HY-200 ADHESIVE SYSTEM, ESR #3187, SET INTO }''~ DRILLED HOLES x 4'' DEEP NOTE: CARE SHALL BE TAKEN DURING THE PLASTER REMOVAL PROCESS TO PROVIDE STEP CUT-OUTS THAT ARE SUFFICIENTLY DEEP TO ALLOW FOR FLUSH INSTALLATION OF CYCOLAC STEP INSERTS. (NO EXCEPTIONS!!) 1 10 FOR CLARITY).
(#4 @ 12'' O.C. DECK REBAR NOT SHOWN FOR CLARITY).
(#4 @ 12'' O.C. DECK REBAR NOT SHOWN SEE DETAIL 1/SP-4 FOR CANTILEVER REINFORCEMENT 1''=1'-0'' RUBBER BUMPER TILE BUMPER PLATES TYP. EA. LEG (6''x 6'') PROVIDE WHITE NON-SLIP 6'' PER PLAN DECK ELEV. (N) STANCHION ANCHOR SOCKET VERTICALLY ADJUSTABLE WATERPOLO GOAL ASSEMBLY (N.I.C.) VERIFY 2'-6'' 2'-4'' 3'-0'' WHEN POOL IS 5'-0'' OR GREATER
5''
VARIES
1'-6''
WITH 320 GRIT FINISH. (N.I.C.) TYPE 304 STAINLESS STEEL 3"3"
6" 7" 7"3"3" 7" 6" 7" #3 BARx24'' PROVIDE (4) THUS: POOL PERIMETER WATER LEVEL SEE DETAIL 1/SP-4 FOR CANTILEVER REINFORCEMENT (E) POOL GUTTER CABLE AND CLAMP PER DETAIL TO DECK REINF. BONDING SP-7 3 #4 @ 12'' O.C. E.W. #4 @ 12'' O.C. E.W. 8'' NO SCALE 6''
6''
4''
7\'' 4'' 7\''

1.134'' CABLE - 9 CONDUCTOR 24GA/7C AND 18GA/2C 80^ 300V \''
|'' 4x 0.188~ THRU CARLON ENCLOSURE E989NNR - 4''x4''x6'' SHALL BE PLACED CLEAR OF THE STRUCTURAL POOL GUTTER WALL AND SHALL NOT INTERFERE WILL GUTTER REBAR REINF. POOL GUTTER 2'-6'' POOLPOOL WALL BACK OF GUTTER DECK PLATE PLAN VIEW DECK PLATE BOX SHALL BE CENTERED BETWEEN RACING PLATFORM ANCHORAGE AND NOT CONFLICT WITH FIELD BENT REBAR 1\'' PVC CONDUIT INSTALLED AT BOTTOM OF BOX DECK PLATE 1'' PVC FLEX PIPE TO TOP OF GUTTER FOR DRAIN DOWN ANY FIELD DISCREPANCIES REQUIRE SUBMISSION OF AN RFI TO ARCHITECT POOL WATER LEVEL DECK EL. PER PLAN POOL PERIMETER (E) 1'' PVC CONDUIT BELOW GRADE (E) BONDING LUG W/ #8 SOLID COPPER WIRE TO POOL REINFORCING. (N) PLASTER POOL FINISH OVER (E) SHOTCRETE SHELL (E) 1'' CONDUIT TO J-BOX PER CODE (N) 'J&J ELECTRONICS' #LPL-F5W-120-100-P PURE WHIITE LED, 87 WATT, 120V UNDERWATER LIGHT W/ LOW WATER CUT-OFF AND SAFETY SENSOR. (E) (2) #4 BARS EACH WAY (E) J-B0X (FIELD VERIFY

EXACT LOCATION)
(E) STAINLESS STEEL LIGHT NICHE TO REMAIN. 1\''=1'-0'' COMPLETELY REMOVE AND REPLACE THE EXISTING UNDERWATER POOL LIGHT FIXTURES. BEFORE ORDERING NEW UNDERWATER POOL LIGHT FIXTURES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE CONDITION OF EACH EXISTING POOL LIGHT NICHE TO ENSURE THEY ARE NOT DAMAGED AND HAVE BEEN INSTALLED IN ACCORDANCE WITH ARTICLE 680 OF THE NEC. THE CONTRACTOR SHALL DETERMINE THE CORRECT SIZE AND THE TYPE OF REPLACEMENT POOL LIGHT FIXTURE THAT CAN BE PROPERLY USED TO FIT AND SECURE INTO THE EXISTING NICHE. THE CONTRACOR IS RESPONSIBLE FOR ENSURING THE PILOT HOLE THREADS AND NICHE HOOK AT EACH EXISTING POOL LIGHT NICHE ARE NOT DAMAGED AND ARE COMPLETELY INTACT AND READY TO RECEIVE A NEW POOL LIGHT FIXTURE. IOR/BUILDING DEPARTMENT TO REVIEW AND APPROVE INSTALLATION PRIOR TO PLASTERING THE POOL. 3. UNDERWATER LIGHT NOTES: 1. 2. SEAL CONDUIT OPENING IN LIGHT NICHE WITH SILICON CAULKING AFTER LIGHT IS INSTALLED. PRIOR TO LIGHT INSTALLATION, PROVIDE MINIMUM 10 PSI PRESSURE TEST ON ALL POOL LIGHT CONDUITS FOR FOUR (4) HOURS OBSERVED BY INSPECTOR OF RECORD. MAINTAIN PRESSURE UNTIL ALL DECKS ARE POURED. 1\''=1'-0'' #4 @ 12'' O.C. E.W. TYP. 6''
2''
6'' NOTES: ALL EXPANSION JOINTS MUST BE FULL DEPTH OF THE CONCRETE SECTION. |'' x t 4'' TOOLED JOINT, |'' MAX. RADIUS. SEAL WITH SEALANT PER SPEC. PROVIDE TOOLING WITHIN 30 MINUTES OF PLACEMENT) PRE-MOLDED EXPANSION JOINT MATERIAL USE AT ALL AREAS AGAINST WALLS OR STRUCTURES POLYURETHANE SEALANT PER SPECIFICATIONS. 1\''
\'' 3'' 3''
6'' #4 x 18'' LONG @ 12'' O.C. REBAR ALL JOINTS AS NOTED ON DECK PLAN SEALANT OVER PRE-MOLDED EXPANSION JOINT MATERIAL 'GREENSTREAK' SPEED DOWEL SLEEVE AND BASE 9'' MIN. 3''
2''
MIN.

MIN.
2''
MIN. 1. EXPANSION JOINT CONTROL JOINT EXPANSION JOINT FLUSH EXPANSION JOINT WITH TWO PART POLYURETHANE GUN GRADE SEALANT PER SPEC 2''
MIN. BACKER ROD AS RECOMMENDED BY SPECIFIED SEALANT MANUFACTURER \'' MAX. |''R. MAX. \'' MAX. 1''=1'-0'' #3 @ 12'' O.C. VERT. 2-#3 CONT. 28'' MIN.
(N) FRONT ELEVATION
8'' 2'' TYP. 2'' TYP. RIGHT SIDE ELEVATION 14''
8''
3''
CLR. WALL 28\'' MIN.
15'' PLATE5'' 3'' 15'' 2'' CLR. 3'' 6'' 9'' MIN.
15'' 5'' 3'' NOTE: 12''x12''x6'' WALL PLATE (OR JB FOR WALL PLATES) CONC. TOMBSTONE OR WALL RECESSED PROVIDE ['' CHAMFER ON ALL CONCRETE CORNERS. 3'' *MAY BE INCREASED FOR MORE CAPACITY WALL PLATES 4-PLEX BOX WITH WEATHERPROOF COVER. DUPLEX GFCI OUTLET WITH ETHERNET CONNECTION * 4\''
8''
MIN.
8'' MIN. #3 @ 12'' O.C. HORIZ.
12'' 1\'' 1\'' 2'' 2'' SP-7 DECK
Item Number: 3.

Page 29 of 459 ends

PROJECT INFORMATION NFC GSF
JOHN H. FURBEE AQUATICS

CENTER POOL RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 10/14/24 LOGO REN. 07/31/27 C-35802 DETAILS SP-7 1''=1'-0'' UTILIZE WITH N.D.S. 12''x12'' CATCH BASIN #1225 SERIES (FOR FORM) 6'' SCH 40 PVC PIPE 2-#4 EA. WAY 2B - GRATE SLOT WIDTH = {''
1 (800) 726-1994. MAX. 6'' MIN. 12'' 6'' SDR-35 WITH SOLVENT WELD JOINTS SIZE STORM DRAIN PIPE PER PLAN PIPE ALTERNATE LOCATION STORM DRAIN 50 BAR DIA. LAP 6'' SCH-40 PVC PIPING STAINLESS STEEL SCREWS EA. SIDE OF SLOT DRAIN @ 12'' O.C. #4 @ 12'' O.C. E.W. TYP. SL ALT. 6'' 8'' MIN. |'' MAX. 1\'' MIN. SL
6''
3''
CLR
#8 x 1\'' SHEET METAL
1''-1\'' 1''-1\''
5''; MIN. COLD JOINT LOCATION OPTIONAL |'' MAX RADIUS
N.D.S. #1230B 12'' SQ. BRASS GRATE, W/
VANDAL PROOF SCREWS. MAX. |'' OPENING.
12''
12'' 1'' = 1'-0'' FLUSH FLUSH DECK DRAIN SLOT. SAWCUT W/DOUBLE BLADE |'' TOTAL WIDTH. EASE EXPOSED EDGES AFTER CUT WITH |'' RADIUS MAXIMUM. 7'' 7'' 1'' 1'' 1 1 2B
- 1''=1'-0'' - EACH 2-PLEX RECEPTACLE SHALL BE 120V MIN. 20 AMP - RECEPTACLES TO BE PLACED BEFORE CTS INSTALLATION. - SINGLE GANG WALL BOX WITH BLANK PLATE FOR DATA CABLE. ONE PER DISPLAY. - EACH CIRCUIT SHALL BE DEDICATED 120V. MIN. 20 AMPS. CALIFORNIA ELECTRIC CODE REQUIRES A MEANS OF DISCONNECTING SIGNS AT THE LOCATION OF THE SIGN. SCOREBOARD SHALL BE WIRED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE ART. 600-6. - IT IS EXTREMELY IMPORTANT THAT THE CIRCUITS USED TO POWER THE SCOREBOARD NOT BE SHARED WITH OTHER DEVICES. THE SCOREBOARD IS SENSITIVE TO "NOISE" ON AC POWER LINES. - DISPLAY SHALL BE EARTH GROUNDED. NUMBER AND LENGTHS OF RODS SHALL MEET CALIFORNIA ELECTRIC CODE. SPECIFICATIONS: GENERAL: - ALL STEEL CONSTRUCTION - FINISH TO BE BLACK POWDER COAT / ENAMEL PAINT SYSTEM WEIGHTS: - DISPLAY - APPROXIMATELY 1600 LBS. - FRAME AND EDGE TRIM - APPROXIMATELY 190 LBS. - DISPLAY MOUNTING CHANNELS SHALL BE ALIGNED USING TEMPLATE. NOTES: 1. FOOTING OK FOR SINGLE POUR COLUMN TO BE HELD IN PLACE WITH FORM TEMPLATE. 2. VIBRATE CONCRETE FULL DEPTH. 3. PROVIDE PLYWOOD COLLAR AROUND OPENING. 0'-0'' 2''X4'' JUNCTION BOX. TERMINATE 1'' DATA CONDUIT TO THIS LOCATION. - DISPLAY MAXIMUM POWER CONSUMPTION: 6,326 WATTS NO SCALE NO SCALE HSS 8''x8''x|'' EDGE TRIM BRACKET SECURED TO STEEL COLUMN MODULE USING STAINLESS STEEL HARDWARE: - BOLT: {''-16 x 1.5'' - LOCK WASHER - FLAT WASHER 2 LOCATIONS PER BRACKET THREADED 'PEM-NUTS' {''-16 PART OF BRACKET FOR EDGE TRIM MOUNTING. MODULE BRACKET 174.30'' (ACTIVE DISPLAY + TRIM) 166.30'' (ACTIVE DISPLAY)

98.30'' (ACTIVE DISPLAY)
106.30'' (ACTIVE DISPLAY + TRIM) 2'-3'' 10'-0'' HSS 8''x8''x|'' STEEL COLUMN 2-TOTAL 2'-3'' {''=1'-0'' +9'-0'' +17'-10'' +0'-0'' 174.30'' (ACTIVE DISPLAY + TRIM) 166.30'' (ACTIVE DISPLAY)

98.30'' (ACTIVE DISPLAY)
106.30'' (ACTIVE DISPLAY + TRIM)

35.68'' 10.62'' 47.11''
174.30'' (ACTIVE DISPLAY + TRIM)
166.30'' (ACTIVE DISPLAY)

98.30'' (ACTIVE DISPLAY) VERT UNISTRUT P1000T
106.30'' (ACTIVE DISPLAY + TRIM)
1}'' - 12GA CUT TO 106'' 5 REQUIRED. CORNER EDGE TRIM - 6''x6'' 4 REQUIRED - PROVIDED BY CTS EDGE TRIM BRACKET, 18 REQUIRED BY CTS SIDE EDGE TRIM, 2 REQUIRED - PROVIDED BY CTS TOP/BOTTOM EDGE TRIM PROVIDED BY CTS TYP. 6 PLACES MODULE BRACKET PROVIDED BY COLORADO TIME SYSTEM (CTS) MUST BE ALIGNED USING MOUNTING TEMPLATE 4'' 45.35'' SEE DETAIL 1B 45.35'' 37.80'' 37.80'' 4'' HORIZONTAL HSS 4''x4''x3/16'' STEEL TUBE CUT TO LENGTH 3 REQUIRED. HSS 8''x8''x|'' STEEL COLUMN 2-TOTAL HSS 8''x8''x|'' STEEL COLUMN 2-TOTAL POWER SUPPLY: (6) DEDICATED CIRCUITS. 120VAC 20AMP EACH. EACH SUPPLY TO (1) DUPLEX OUTLET AS SHOWN. RECEPTACLES TO BE PLACED PRIOR TO CTS INSTALLATION. SEE DETAIL 1A SCOREBOARD MODULES, 8 TYP. 2'-6'' 6'' 3'' 12x12x{'' >
CLR DIA CLR.
8'-0'' TYP. |'' 3'' VERT. 8-#6 #4 SPIRAL TIE WITH 3'' PITCH 59'' TYP.
78''
16'' TYP. FRONT VIEW {''=1'-0'' {''=1'-0''
|'' END CAP, TYP. AS NOTED
A SEE DETAIL 1B PROVIDE SEISMIC HOOK AT ENDS OF SPIRAL AROUND VERTICAL REBAR, TOP & BOTTOM. EA. COLUMN +9'-0'' +17'-10'' +0'-0'' EDGE TRIM SECURED TO EDGE TRIM BRACKET USING #10x}'' SELF-TAPPING SCREWS 2 LOCATIONS PER TRIM BRACKET SCREWS TYP. 6 PLACES EA. COLUMN 9'' 6.5'' SEE DETAIL 1B BRACKET TO VERTICAL UNISTRUT HSS 4'' x 4'' x 3/16'' (3-TOTAL) SEE DETAIL 1B VERTICAL UNISTRUT TO HORIZONTAL HSS .845'' SCOREBOARD MODULE TO MODULE BRACKET WITH INTEGRATED NUTS {''-16. ALWAYS START MOUNTING CABINET BRACKETS FROM THE TOP OF THE UNISTRUT BY ALIGNING TOP EDGE OF THE BRACKET TO TOP FACTORY EDGE OF THE UNISTRUT UNISTRUT P1000T, 1}'' - 12GA MODULE BRACKET SECURED TO UNISTRUT USING: - NUT: UNISTRUT P1010 - 1/2''-13 - WASHER SQ 1/2'', STRUT CHANNEL - LOCK WASHER 1/2'' - BOLT: 1/2''-13 x 1 1/4'', TORQUE 50 FT LBS - TWO (2) LOCATIONS PER BRACKET HSS 4''x4''x3/16'' STEEL TUBE CUT TO LENGTH 3 REQUIRED SCOREBOARD MODULE SCOREBOARD MODULE SCOREBOARD MODULE SCOREBOARD MODULES 8 TYP. FRONT ELECTRICAL VIEW {''=1'-0'' REAR SUPPORT VIEW {''=1'-0'' 3/16'' 3'' MIN. (|'') 4'' (|'') 4'' UNISTRUT SECURED TO 4''x4'' HORIZONTAL MEMBERS AT TOP, BOTTOM AND MIDDLE USING HOLLOBOLT ANCHOR LHBM08 PER ESR-3330. SPECIAL INSPECTION REQUIRED. VERIFY INSTALLATION TORQUE = 17 FT-LB PER ESR-3330. 4NO SCALE NO SCALE NO SCALE FRICTION CONNECTOR CONDUIT TO JUNCTION BOX - SEE SPEC'S CONNECTOR AT NICHE BONDING WIRE TO POOL REINF. LIGHT NICHE- SEE DETAIL FOR MORE INFO. STANCHION ANCHOR BONDING WIRE TO POOL REINFORCING BONDING WIRE FROM ANCHOR/SCOREBOARD, NICHE - DETAILED ELSEWHERE BONDING CLAMP PER SPEC'S TYPICAL POOL REINFORCING 6'' GROUNDING WIRE FROM JUNCTION BOX TO HORIZONTAL STEEL MEMBER FRICTION CONNECTOR NO SCALE NO SCALE FRICTION BONDING WIRE TO POOL REINFORCING BRONZE WEDGE ANCHOR AS CALLED OUT IN THE SPECIFICATIONS 4_'' BONDING WIRE TO POOL REINFORCING BONDING LUG BELOW STANCHION STARTING BLOCK ANCHOR AS CALLED OUT IN SPECIFICATIONS 6''
1'-7\''
2{'' NO SCALENO SCALE SP-6 CONNECTOR

6.17'' 2 9/16'' ANCHOR LID KEY ANCHOR LID STANCHION 2.37'' ANCHOR 2\'' 2\'' Item Number: 3.

Page 30 of 459 ends

PROJECT INFORMATION NFC GSF
JOHN H. FURBEE AQUATICS

CENTER POOL RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 10/14/24 LOGO REN. 07/31/27 C-35802 DETAILS SP-8 UFER GROUND BUS GROUND BUS #8 BARE CU. UL TRANSFORMER POOL PANEL(S) FACILITY MAIN SERVICE NOTE: #8 BARE CU. 4. 3. 2. 1. NO SCALE GROUND FOR NEUTRAL SIZE AS SHOWN ON SINGLE LINE #8 COPPER INSULATED CABLE EQUIPMENT GROUNDING CONDUCTOR #8 SOLID INSULATED CU. #8 COPPER INSULATED CABLE ANY METAL PARTS, PIPE, CONDUIT, ETC. WITHIN 5' OF POOL #8 BARE CU. STRUCTURAL STEEL IN POOL DECK AND POOL SHALL BE BONDED TOGETHER (TIGHTLY MADE STEEL TIE-WIRES ARE APPROVED FOR BONDING STRUCTURAL ELEMENTS). BONDING CONNECTOR TO COMMON GRID. (POOL STEEL MAY BE USED FOR THAT PURPOSE) SHALL BE MADE BY PRESSURE CONNECTORS OR CLAMPS OF BRASS, COPPER, OR COPPER ALLOY. ALL GROUND BUSES SHALL BE SIZED FOR CONNECTION TO AWG SIZE 8 WIRE PROVIDING ONE SPARE TERMINAL. GROUND AND BOND IN ACCORDANCE WITH ARTICLE 680 OF THE CALIFORNIA ELECTRICAL CODE. ie. LADDERS, FENCING, POLE LIGHTS, DIVING & STARTING STANCHIONS, DISABLED LIFT ETC. METAL FITTINGS INPLANTED IN DECK ie DIVING. PLATFORMS, GRABRAILS, STANCHIONS, RACING PLATFORM ANCHORS, ETC. POOL REINF. STEEL #8 SOLID BARE CU. DECK & POOL REINFORCING STEEL POOL DECK LIGHTS POLE BONDING LUGS ANY METAL PARTS OF ELECTRICAL EQUIPMENT IN CONTACT WITH POOL GROUND BUS IN WATER CIRCULATION SWIMMING POOL J-BOX #8 SOLID BARE CU. CIRCULATION PUMP #8 COPPER CONDUCTOR INSULATED EQUIPMENT GROUND BUS BARE #8 CU. TO POOL LIGHT FOUNDATION STEEL 5. PROVIDE BONDING OF AUTOMATIC POOL COVER MOTORS REGARDLESS OF PROXIMITY TO POOL. 3''=1'-0'' 3SP-7 PENDANT STANCHION = 8'-0''
BACKSTROKE STANCHION = 8'-0'' WRENCH (TYPICAL) PROVIDE GROUND CABLE TO DECK REINF. GRID ELEV. PER PLAN POOL DECK 6'' THICKEN SLAB AS SHOWN
4'' CL'R

ALL SIDES
3"DRILLED FOR SPANNER THREADED PLUG AND STANCHION ANCHOR WITH S.S. PIPE STANCHION (TYP) 1.90" O.D. X 0.145" WALL RECALL STANCHIONS INSTALL BACKSTROKE & CHROMED CAST BRONZE STANCHION ACCESSORIES: PER SPECIFICATIONS #3 BARx24'' PROVIDE (4) THUS: WATERLINE 3'-0" BACK FROM 3'' CL'R
#4 @ 12'' O.C. E.W. (SLAB ON GRADE) ON POST ALLOWED. NOTE: MAXIMUM 100lb. TENSION 3\'' 3\'' 2'' CLR.
3"
6" 7" 7"3"3" 7" 6" 7"
6''
3'' CL'R 2'' 2'' 12'' LAP 12'' LAP 2-#4 E.W. [''=1'-0'' 3 1 6'' = 1'-0'' A- 4 \'' 2'' |''
\'' _'' BACKER PANEL FRAME FACE PANEL POOL TYPE SWIMMING POOL TABLE 'A'OCCUPANCY LOAD AT 1:20 316 ARTIFICIAL RESPIRATION AND CPR PROCEDURES 911 EMERGENCY FIRE RESCUE POLICE In case of need, mouth to mouth or manual artificial respiration should be started immediately, and should be continued until a doctor arrives or until mechanical resuscitators are supplied. Be sure to call 911 quickly Push at least 2 inches on adult breastbone, 100 times per minute, to move oxygenated blood to vital organs Open the airway and check for breathing or blockage; watch for rise of chest and listen for air movement. Tilt chin back for the unobstructed passing of air, give two breaths and resume chest compressions. COMPRESSIONS AIRWAY BREATHING MAXIMUM POOL OCCUPANCY: 000 PERSONS PERSONS HAVING CURRENTLY ACTIVE DIARRHEA OR WHO HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE PERMITTED TO ENTER THE POOL 4 1 4'-8'' 3 FACE FRAME PANEL GRAPHICS SEE TABLE 'A' 4'-8'' BELOW 911, PROVIDE THE NUMBER OF THE NEAREST EMERGENCY SERVICES INCLUDING HOSPITAL, FIRE AND POLICE AS WELL AS THE NAME AND ADDRESS OF THE SWIM FACILITY. DIARRHEA AND KEEP GATE CLOSE SIGN SHALL BE POSTED AT THE ENTRANCE/GATE OF THE POOL. ARTIFICIAL RESPIRATION AND CPR PROCEDURES (SAMPLE SIGNAGE: CONTRACTOR SHALL SUBMIT ACTUAL SIGNAGE FOR APPROVAL) 2 70'' TOP OF DECK BASELINE OF HIGHEST TEXT 1 2'' WIDE x \'' THICK PAINTED ALUMINUM SIGN FRAME ADHERED TO _'' THICK PAINTED ALUMINUM BACKER USING 'LORDS' ADHESIVE AS REQUIRED. VERTICAL SECTIONS OF FRAME TO BE RECTANGULAR TUBE. FILL AND SAND SEAM ALONG EDGE AND FACE PRIOR TO PAINTING. 2 |'' THICK PAINTED ALUMINUM FACE PANEL WITH SILKSCREENED COPY/GRAPHICS. ATTACH TO _'' THICK PAINTED ALUMINUM BACKER PANEL USING 'VHB' TAPE AND SILICONE ADHESIVE. 3 SILKSCREENED COPY/GRAPHICS WITH NON GLARE FINISH. 4 _'' THICK PAINTED ALUMINUM BACKER PANEL. 1. ALL SIGNS SHALL HAVE CLEARLY LEGIBLE LETTERS OR NUMBERS NOT LESS THAN 4 INCHES HIGH, UNLESS OTHERWISE NOTED AFFIXED TO A WALL, POLE, GATE, OR SIMILAR PERMANENT STRUCTURE IN A LOCATION VISIBLE TO ALL POOL USERS. A. POOL USER CAPACITY SIGN A SIGN SHALL INDICATE THE MAXIMUM NUMBER OF POOL USERS PERMITTED FOR EACH POOL. LETTERS AND NUMBERS TO BE NOT LESS THAN 4 INCHES HIGH. B. NO LIFEGUARD SIGN WHERE NO LIFEGUARD SERVICE IS PROVIDED, A WARNING SIGN SHALL BE POSTED STATING, ''NO LIFEGUARD ON DUTY.'' THE SIGN ALSO SHALL STATE IN LETTERS AT LEAST 1 INCH HIGH, ''CHILDREN SHOULD NOT USE POOL WITHOUT ADULT SUPERVISION.'' C. ARTIFICIAL RESPIRATION AND CARDIO PULMONARY RESUSCITATION SIGN AN ILLUSTRATED DIAGRAM WITH TEXT AT LEAST | INCH HIGH OF ARTIFICIAL RESPIRATION AND CARDIO PULMONARY RESUSCITATION PROCEDURES SHALL BE POSTED. D. EMERGENCY SIGN THE EMERGENCY TELEPHONE NUMBER 911, WITH NUMBERS NOT LESS THAN 4 INCHES, THE NUMBER OF THE NEAREST EMERGENCY SERVICES AND THE NAME AND STREET ADDRESS OF THE POOL FACILITY SHALL BE POSTED WITH NUMBERS AND TEXT AT LEAST 1 INCH HIGH. E. NO USE AFTER DARK WHERE POOLS WERE CONSTRUCTED FOR WHICH LIGHTING WAS NOT REQUIRED, A SIGN SHALL BE POSTED AT EACH POOL ENTRANCE ON THE OUTSIDE OF THE GATE(S) STATING, ''NO USE OF POOL ALLOWED AFTER DARK.'' F. KEEP CLOSED A SIGN SHALL BE POSTED ON THE EXTERIOR SIDE OF GATES AND DOORS LEADING INTO THE POOL ENCLOSURE AREA STATING, ''KEEP GATE CLOSED'' OR "KEEP DOOR CLOSED". G. DIARRHEA THE POOL OPERATOR SHALL POST AT THE ENTRANCE AREA OF A PUBLIC POOL A SIGN IN LETTERS AT LEAST ONE INCH HIGH THAT CLEARLY STATES THAT PERSONS WITH DIARRHEA AND PERSONS WHO HAVE HAD DIARRHEA WITHIN THE PRIOR 14 DAYS SHALL NOT ENTER THE POOL WATER. 2. DIRECTION OF FLOW SIGNAGE AND LABELS. A. THE DIRECTION OF FLOW FOR THE RECIRCULATION EQUIPMENT SHALL BE LABELED CLEARLY WITH DIRECTIONAL SYMBOLS SUCH AS ARROWS ON ALL PIPING IN THE EQUIPMENT AREA. B. WHERE THE RECIRCULATION EQUIPMENT FOR MORE THAN ONE POOL IS LOCATED ON SITE, THE EQUIPMENT SHALL BE MARKED AS TO WHICH POOL THE SYSTEM SERVES. C. VALVES AND PLUMBING LINES SHALL BE LABELED CLEARLY WITH THE SOURCE OR DESTINATION DESCRIPTIONS. WARNING NO LIFEGUARD ON DUTY CHILDREN SHOULD NOT USE POOL WITHOUT ADULT SUPERVISION. 4'' MIN. HIGH WATER LEVEL 1''=1'-0'' POOL PERIMETER TOP VIEW #4@12" O.C. E.W. IN DECK GUTTER WALL #4@12" O.C. E.W. IN CANTILEVER GUTTER ADDITIONAL #4 BAR X 48" EACH SIDE GUTTER ACCESS POOL 12'' 16\'' (N) GUTTER ACCESS COVER. 12''X16'' STAINLESS STEEL PAN WITH 1'' CONC. INFILL AND LIFTING LUGS. PROVIDE 3/16'' S.S. ANGLE IRON FRAME WITH BONDING LUG. ONE (1) TOTAL. DISCONTINUE DECK REINF. 2'' CLR. AROUND ACCESS COVER POOL DECK. FOUR (4) TOTAL. PROVIDE 1-#4 ADDITIONAL EA. SIDE OF OPENING TYP. (E) 12''x12'' CYCOLAC FRAME AND GRATE TO REMAIN. PROTECT SEE DETAIL 1/SP-4 FOR CANTILEVER REINFORCEMENT #4 @ 12'' O.C. E.W. (E) GUTTER PIPING (N) WHITE PLASTER FINISH (E) SHOTCRETE WALL IN PLACE.

Item Number: 3.

Page 31 of 459 ends

PROJECT INFORMATION EDK GSF
JOHN H. FURBEE AQUATICS

CENTER SPRAYGROUND

RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 06/03/25 LOGO L I CENSED ARCH I TECTSTAT E OF CA L I FORN I A REN. 07/31/27 GREGORY S . FERRELL C-35802 2024.072 SPRAYGROUND OVERALL LAYOUT PLAN SG-1 Item Number: 3.

Page 32 of 459 ends

PROJECT INFORMATION EDK GSF
JOHN H. FURBEE AQUATICS

CENTER SPRAYGROUND

RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 06/03/25 LOGO REN. 07/31/27 C-35802 2024.072 SPRAYGROUND LAYOUT PLAN SG-2 17'-0" 40'-0" 2'-0" 13'-0" 2'-0"
2'-0" 36'-0" 2'-0"
12'-0" 12'-0" 12'-0"
40'-0"
2'-0" 36'-0" 2'-0"
12'-0" 12'-0" 12'-0" 6'-7" 6'-5" 17'-0" 2'-0" 13'-0" 2'-0" 6'-7" 6'-5" Item Number: 3.

Page 33 of 459 ends

PROJECT INFORMATION EDK GSF
JOHN H. FURBEE AQUATICS

CENTER SPRAYGROUND

RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 06/03/25 LOGO REN. 07/31/27 C-35802 2024.072 SPRAYGROUND PIPING PLAN SG-3 Item Number: 3.

Page 34 of 459 ends

PROJECT INFORMATION EDK GSF
JOHN H. FURBEE AQUATICS

CENTER SPRAYGROUND

RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 06/03/25 LOGO REN. 07/31/27 C-35802 2024.072 SPRAYGROUND DETAILS SG-4 1'-6"
11 12"
1'-2
14" 1'-2
14"
6" 1'-10" ~ 1'-6"
6" 1'-6"
1'-6"
1'-2
12" 6"
Item Number: 3.

Page 35 of 459 ends

PROJECT INFORMATION EDK GSF
JOHN H. FURBEE AQUATICS

CENTER SPRAYGROUND

RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 06/03/25 LOGO REN. 07/31/27 C-35802 2024.072 SPRAYGROUND DETAILS SG-5 10"
1-1014" 2'-2
3 4"
1014" [258 mm] 2'-2
12" [674 mm]
1'-83 4" [525 mm]
1'-9''
1'-6''
11"
2-4" 1-7
12"
Item Number: 3.

Page 36 of 459 ends

PROJECT INFORMATION EDK GSF
JOHN H. FURBEE AQUATICS

CENTER SPRAYGROUND

RENOVATION
11750 CHOLLA DR.

DESERT HOT SPRINGS, CA 92240 06/03/25 LOGO REN. 07/31/27 C-35802 2024.072 SPRAYGROUND DETAILS SG-6 DO NOT DRINK WATER IS RECIRCULATED Item Number: 3.

Page 37 of 459 ends

Lowest to Highest Contractor Name Contractor Address/Phone # Base Bid Alternate #1 Total Bid 1 California Waters
Development Inc
23311 E, La Palma Ave
Yorba Linda, CA 92887 $ 1,723,100.00 $ 227,750.00 $ 1,950,850.00 2 Condor Inc 3000 Durfee Ave
El Monte CA 91732 $ 1,763,000.00 $ 243,000.00 $ 2,006,000.00 3 Ultimate Pool Remodeling
Inc
231 E. Alessandro Blvd #A 398
Riverside, CA 92508 $ 2,421,600.00 $ 262,400.00 $ 2,684,000.00 John H Furbee Aquatic Center Improvements
Item Number: 3.

Page 38 of 459 ends

BIDDER’S PROPOSAL
FOR THE John H. Furbee Aquatic Center Improvements IN THE CITY OF DESERT

HOT SPRINGS, CALIFORNIA
Date Au ust 28 20 25
To the City Council of the
City of Desert Hot Springs:

The Undersigned hereby declares:
(a) That the only persons or parties interested in this proposal as principals are the following:

California Waters Development Inc. dba California Waters Mark Pitman, President
(Ifthe bidder is a corporation, give the name of the corporation and the name of its president, secretary, treasurer, and manager. If a co-partnership, give the name under which the co-partnership does business, and the names and addresses of all copartners. Ifan individual, state the name under which the contract is to be drawn.) (b) That this bid proposal is made without collusion with any person, ?rm or corporation.
(c) That he has carefully examined the location of the proposed work and has familiarized himself with all of the physical and climatic conditions, and makes this bid proposal solely upon his own knowledge.
(d) That by submitting this Bidder‘s Proposal, he acknowledges receipt and knowledge of the contents of those communications sent by the City of Desert Hot Springs to him at the address furnished by him to the City of Desert Hot Springs when this bid proposal form was obtained.
(e) That he has carefully examined the speci?cations, both general and detail, and the drawings attached hereto, and communications sent to him as aforesaid, and makes this bid proposal in accordance therewith.
(f) That, if this bid proposal is accepted he will enter into a written contract for the performance of the proposed work with the City of Desert Hot Springs. 9 Item Number: 3.

Page 39 of 459 ends

BIDDER’S PROPOSAL
(9) That he proposes to enter into such contract and to accept in full payment for the work actually done thereunder the prices shown in the attached schedule. It is understood and agreed that the quantities set forth are but estimates, and that the unit prices will apply to the actual quantities whatever they may be.

Accompanying this bid proposal is a certified or cashier’s check e bidder’s bond payable to the order of the City of Desert Hot Springs in the sum of 10% of GAB DOLLARS ($ 10% of GAB ) Said
bidder's bond has been duly executed by the undersigned bidder and by a financially sound surety company authorized to transact business in this state.

It is understood and agreed that should the bidder fail within ten days after award of contract to enter into the contract and furnish acceptable surety bonds, then the proceeds of said cash, check, or bidder‘s bond, shall become the property of the City of Desert Hot Springs, but ifthis contract is entered into and said bonds are furnished, or if the bid is not accepted then said check or cash shall be returned to the undersigned, or the bidder willbe released from the bidder’s bond.
23311 E La Palma Ave 949-528—0900
Address of Bidder Telephone of Bidder
City
Yorba Linda, CA
Zip Code
92887 %
Signature of Bidder
’[0
Item Number: 3.

Page 40 of 459 ends

BIDDER’S BOND

KNOWALLMENBYTHESE PRESENTS, THAT WE,
California Waters Development,Inc. as principal, and
Developers Surety and Indemnity Company as surety, are held and ?rm|y bound unto the City of Desert Hot Springs, hereinafter “City”in the sum to ten percent (10%) of the total amount of the bid of the principal, to be paid to the said CITY or its certain attorney; its successors and assigns; for which payment will and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointlyand severally, ?rmly by these presents.

In no case shall the liabilityof the surety hereunder exceed the sum of $ ---------------- not to exceed ten ercent (10% of the total bid amount------------------------------------- , THE CONDITIONOF THIS OBLIGATIONIS SUCH, That whereas the principal has submitted the above mentioned bid to the City of Desert Hot Springs for certain construction speci?cally described as follows, for which bids are to be opened at Desert Hot Springs City Hall on August 6, 2025 for John H. Furbee Aquatic Center Improvements.

NOW THEREFORE, if the aforesaid principal is awarded the contract, and within the time and manner required under the speci?cations, after the prescribed forms are presented to him for signature, enters into a written contract, in the prescribed form in accordance with the bid proposal, and ?les the two bonds with the City of Desert Hot Springs, one to guarantee faithful performance and other to guarantee payments for labor and materials, as required by law, then this obligation shall be null and void; othewvise it shall remain in full force and effect. In the event suit is brought upon this bond by the obligee and judgment is recovered, the surety shall pay all costs incurred by the obligee in such suit, including a reasonable attorney's fee to be ?xed by the court. 64 Item Number: 3.

Page 41 of 459 ends

BIDDER'S BOND
IN WITNESS WHEREOF, we have hereunto set our hands and seals on this 30th day of July ,2025
California Waters Development, Inc. (seal)
(seal)
(seal)
?/
mm .(«a?eab PRINCIPAL, Marl
Developers Surety and Indemnity Company _(sea|)
By: (seal)
[ SU TY J Iia BI Bales,Attorney~In-Fact
800 Su erior A nue E., 21st Floor,
Cleveland_,,0 44114 (seal)

ADDRESS
NOTE: Signatures of those executing for the surety must be properly acknowledged. 65 Item Number: 3.

Page 42 of 459 ends

No. 4606-0
STATE or CALIFORNIA

DEPARTMENT OF INSURANCE

SAN FRANCISCO
Amended
Certi?cate of Authority
THIS IS TO CERTTFYthat, pursuant to the Insurance Code oftheStateofCalifornia, Developers Surety and Indemnity Company
ofCalifornia,organized under the laws ofCalifornia,subject to its Article? ofIncorporation or other fundamental organizational documents, is hereby authorized to transact withinthisState, subject to all provisions ofthis Certificate,thefollowing clmres ofinstance:

Fire, Marine, Surety, Disability, Plate Glass, Liability, Workers' Compensation, Common Carrier Liability, Boiler and Machinery, Burglary, Credit, Sprinkler, Team and Vehicle, Automobile,Aircraft.Legal, and Miscellaneous as such classes are now or may hereafterbe de?nedin the Imurance Law: oftheState ofCalifornia THIS CERTIFICATE is expresslyconditionedupon the holder hereafnawand hereafterbeingin ?ll] compliancewithall, and not in violationofany, ofthe applicable law: and Iaw?llrequirements made under authority ofthe lawsoftheState ofCaliforniaa: long a: such laws or requirement: are in We! and applicable.and as suchlaws and requirements now are, or may hereafterbe changed or amended IN WITNESSWHEREOF,effectiveas ofthe 1"day ofNovember,
2017,1have set my hand and sawedmyo?‘icial seal to bea?lxedthis 1" day ofNovember, 20] 7.

Dave Jones
mt Cummeioner
Mew
By Valerie Sarfary
for Joel Lauchcr
ChiefDeputy
NOTICE:

Quali?cationwith the Secretary of State must be accomplishedas required by the California Corporations Code promptlyu?er iguana ofthis Certi?mte ofAulhoriry. Failureto dosowillbe a vlolutionoflnsuraoce Code section701 andwillbeyounds for revoking this Certi?cate of Authority pinsmnt to the covmmmmadein the Ipplicltion therefor and the conditions contained herein.

Item Number: 3.

Page 43 of 459 ends

POWER OF ATTORNEY FOR

COREPOINTE INSURANCE COMPANY

DEVELOPERS SURETY AND INDEMNITY COMPANY
59 Maiden lane-13rd Floor.New York.NY IOUJR
(2I1)22()-7|2t)
KNOW ALL BYTHESE PR TS that, except as expressly limited hereiniCOREPOINTF. INSURANCECOMPANY and DEVELOPERSSURlz'l'YAND INDEMNITY COMI’ANY.do terLby make, constltute and appoint Julia 8. Sales, Kenneth A. Coate, Jamie Younger. Ashley Register. Stephanie Halpner, Jonathan Cagner. _ Stephanie D. Fisher and Andrea Paris
' 0i. Riversrde.CA
as itstrue and lawfulAttoniey- ~Pact, to make, execute deliverandacknowledge.for and on behnll’ot'saidcompanies.as sureties.bonds, undertakingsandcontracts nt’suretyship giving and granting unto said Attonte tit»Fttct full power and authorityto do and to peil'unii every act necessary, requisite or proper to be done in connectiontherewith as each of said company could do.but reservutg to eachol‘said company full power at substitutionand revocation.and all of the acts ot'said Attoniey-in-I-‘rict,pursuant to these presents. are hereby rati?ed and continued. This Power ot‘Attoriieyis ctt‘ectivi. Febmary 13. 20i__7 and shall expire on December 3 I. 2025
"this Power ot'Attorney is granted and issigned under and by authorityot‘thefollowmgresolutions adopted by the Boardot'I)ircctors ot‘CORI-IPOINTF.INSURANCE COMPANYand DEVELOPERSSURETY AND INDEMNITY COMPANY (collectively,‘Cotupany“) on February 10,2023.

RESOLVED. that Sam 7.1m. President Surety Undenvritma, James Bell Vice PresidentSurety Underwriting. and grain Dam-on ercutive Underwriter Stlch’.each an employee oI‘AmTrust Nonh America, Inc..an atI'iliate ot'theCompany (the “Authorized signers"). are hereby authorizedto execute a Power of Attorney. qualifying attorney(s)-in-tact named in the Power of Attorney to execute, on hchrtlt‘of the Company. bonds. undertakings and contracLs ot‘ surety-ship.or other surety/shipobligatioi .and that the Secretary or any Assistant Secretary ot'the Company he. and each of them hereby is authorizedto attest the executionof any such Power ot‘Attoniey,
RESOLVED.that the signature ot‘anyone ot'thc Authorized Signors and the Secretary or any AssistantSecretaryol‘thcCompany. and the sealol‘tltcCompany must be altixcd to any such Power ot‘Attoniey. and any such signature or seal may be atl'ixed by facsimile.and such Power ol‘Attomcy shall be valid and binding upon theCompany when so allixed and in the futurewith respect to any bond.undenaking or contract of surctyship to Whichit is attached lN WITNI-‘SSWIIEREOF.COREPOINTF.INSURANCECOMPANYandDEVELOPERSSURETYAND lNDEMNlTY COMPANYhave caused theseprannts to be signedby the AuthorimdSignorand attested by their Secretary or AssistantSecretarythis March 023 l Am? - o
'
PrintedNHMMVZWH U
Title. President.Suretv Underwriting
ACKNOWLEDGEMENT:
* I l""nunu"“ l"‘lonnl“‘
A notary public or other of?cer completing this certi?cate veri?es only the identity ofthe individual who signed the document to which this certi?cate is attached, and not the truthfulness, accuracy. or validity ofthat document.

STATE OF California COUNTY OF Orange
0n tlits 27 day of March. 20 23 . before me. I-toane-qucn Phu Pham . personally appeared Sam Zaza whoproved in mi: on thebasisot's' tist‘tictoryevidence to be the person “hose name is .' id to Withinthe instrumentand acknouiedged to me thatthey e n the same in their authorized capacity. and that by the signature on the mstntment the entities upon behalt' whichtheperson acted. executed this instrument. | CL’I’IIl‘yi underpenaltyot‘perjury.underthe laws ol’theState of California that the foregoing paragraph istrue and correct. WITNESSmy handand otlicial seal. /
‘ .
i _ ,
, . NotaryPublic- California I
’ OrangeCounty E
Signature W a" >
z
‘
_
’ Q U "I
" Cummlsslon3 2431970

CORPORATE CER'I'IFICATION
may” MyComm.Expires Dec 3|. 202i
The undersigned. the Secretary or AssistantSecretary oI~COREPOIN'?i INSURANCECOMPANY and DEVELOPERS SURlTl'Y AND INDEMNITY COMPANY.does hereby certify thatthe provisions of the resolutions ot‘the respective Boards of Directorsul‘said corporations set forth in this l’ouer oI'Attorncy are in forceas ol‘tltcdate oftltis Certi?cation.

ThisCerti?cation is executed tn the City of Cleveland. Ohio. this March I9‘2023.

Oocuslgmd by:

BarryW. Moscs.Assistant Secretary POA No, N/A
636415 7ADE5480... DocuSignEnvelopelD:33523FDS—SEQD—4796-837E-C1E455E6530F Ed 0313 Signed and sealed this 30th day of July. 2025 Item Number: 3.

Page 44 of 459 ends

CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189
Anotary publicor otherofficercompietingthiscertificateverifiesonlythe identity ofthe individualwhosigned the document to whichthiscertificate is attached, and not the truthfulness, accuracy. or validityof that document.

State of California } County of RiverSIde
On JUL3 0 2025 before me. Mariah Giselle Barela.Notary Public .

Date Here Insert Name and Title of the Of?cer
Julia B. Bales
Name(s) of Signer(s}
personally appeared
who proved to me on the basis of satisfactory evidence to be the personis} whose nameisHs/afe-subscribed to the within instrument and acknowledged to me that he/she/they executed the same in higher/their authorized capacityiies), and that by his/herlt-heie signature(5-) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. i certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
AHGISELLEBARELA paragraph is true and correct.
' MéglMM. #2417169
NOTARY
VERSlD PUBLlECééZL?LlTFVORNlA \ MyConfririi. ExpiresSept 2t), 2026 man
[’1 WITNESS my hand and official seal.

Sig natu re
Place Notary Seal and/or Stamp Above Signature f Notary Public

OPTIONAL
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document:

DocumentDate: NumberofPages:

Signerls) Other Than Named Above:

CapacityUes) Claimed by Signer(s)
Signer's Name: ___—_,__ Signer‘s Name:

El Corporate Officer — Tit|e(s): El Corporate Officer — Title(s):

El Partner— [1 Limited El General I: Partner— El Limited D General El Individual D Attorney in Fact El individual D Attorney in Fact El Trustee El Guardian or Conservator Er Trustee El Guardianor Conservator D Other: __—____— D Other:

Signer Is Representing: Signer is Representing:
@2019 National Notary Association
Item Number: 3.

Page 45 of 459 ends

CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189
Anotary publicorother officercompleting this certificateverifiesonlythe identityofthe individualwho signed the document to whichthis certificateis attached, and not the truthfulness, accuracy,or validity of that document State of Califor ia
County of ?wwlg }
On had—0;! {‘05: MRI. before me lefg' '74)”)??6150 am (400/MVP/ ?g]; /
Here lnse Name and Titl of the Of?cer
personally appeared /’/mCWYM JName(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the personm’whosename(9)’is/ane’subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/hen‘thei’r authorized capacity?es)’. and that by his/ber/thet’r signaturegslon the instrument the person(s): or the entity upon behalf of which the person(s)/acted, executed the instrument.

I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
WIEL I. AMOJIDO-(OKEPCION paragraph is true and correct.

Notary Publlc‘California ,
GrungeCounty _§_
CommissionIt25‘1116
MyComm.ExpiresMay to 2029
WITNESS my hand and official sealr
Signature WM» (2W ‘
' e 4/-
Place Notary Seal and/or Stamp Above Signature of Notary Pub/i

OPTIONAL
Completing this information can deter alteration of the docu fraudulent reattachment of this form to an unintended
Description of Attached Document
Title or Type of Document:

Document Date:

Signer(s) Other Than Named Above:

Number of Pages:

Capacity?es) Claimed by Signer(s)
Signer’s Name:

El Corporate Officer — Title(s):

El Partner— El Limited U
El individual
Signer‘s Name:

El Corporate Officer — Title(s):
eneral El Partner— El Limited D General
Attorney in Fact [3 Individual III Attorney in Fact
El Trustee El Guardian or Conservator El Trustee El Guardianor Conservator El Other: El Other:

Signer is Representing: Signer is Representing:
©2019 National Notary Association
Item Number: 3.

Page 46 of 459 ends

ADDENDUMNo. 4

REQUESTFORPROPOSAL
JOHN H. FURBEEAQUATICCENTERIMPROVEMENTS
CITYPROJECTNO. 2013
August 25th, 2025
The following revised proposal form replaces the one included in the project speci?cations for the John H Furbee Aquatic Center Improvement Project No. 2013.

BIDPROPOSAL FORM
John H. Furbee Aquatic Center Improvements

INTHE CITYOF DESERT HOT SPRINGS

TOTHECITYCOUNCILOFTHECITYOF DESERTHOTSPRINGS, CALIFORNIA The undersigned as bidder declaresthat he has care?illy examinedthe locationof the proposed work, that he has examined the Special Provisionsand read the accompanyinginstructionsto bidders, and hereby proposes and agrees, if the bid proposalis accepted, to furnish all materials and do all work required to complete the said work in accordance with the said Standard Speci?cations, Special Provisions,Technical Speci?cations, and Project Plans in the time and manner thereinprescribed for the unit price set forth in the following schedule:
one millionseven hundred twenty three thousand one hundred dollars Base Bid $ 1’723’100
Additive Alternate for Timing System Components Shown on SP-3 $ 227’750 one millionnine hundred fiftythousand
TOTALBID eight hundred and fiftydollars $ 1,950,850
(words)
The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within ten (10) days, not including Sundays and legal holidays, after having received notice that the contract has been awarded and is ready for signature, the proceeds of the security accompanying his bid proposal shall become the property of the Item Number: 3.

Page 47 of 459 ends

City of Desert Hot Springs, and this bid proposal and the acceptance thereof may be considered null and void.

Signature ofbidd??
Mark Pitman
(if an individual, so state. Ifa firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, also names of president, secretary, treasurer and managerthereof.) California Waters Development lnc. dba
California Waters
President: Mark Pitman
23311 E La Palma Ave Yorba Linda, CA
92887
Business Address
949—528—0900
Telephone Number
Dated: AUGUSt 28 , 20 25
Thank you.

Daniel Porras. P.E.

Deputy City Manager
Receipt of this addendum shall be submitted with your bid by signing below. YOUR PROPOSALWILLBEDISQUALIFIEDIFTHISADDENDUMNO. 4 IS NOT SIGNED AND SUBMITTED WITHYOURPROPOSAL.

Bidder's Signature Mark Pitman
Item Number: 3.

Page 48 of 459 ends

DESIGNATION OF SUBCONTRACTORS AND CDBG EXHIBIT 3-9
[Public Contract Code Section 4104]
List all Subcontractors who will perform Work or labor or render service to the Contractor in or abo ut
the Work or improvement, or a Subcontractor licensed by the State of California who, under subcontr act
specially fabricates and installs a portion of the Work or improvement according to detailed draw ings
Plans and Specifications, in an amount in excess of one-half percent (0.5%) of the Contractor’s total bids or offers for the construction of streets or highways, including bridges, in excess of one-half Contractor’s total Bid or $10,000, whichever is greater. If all Subcontractors do not ?t on this page, p listing all information for all other Subcontractors.

Name under which DIR
Subcontractor is Federal ID
CSLB License Contractor Address and Phone Type of
Licensed Number(s)
istered
and Class(es) Registration (e.g., Elect
rical)
- The percentage of the total Bid shall represent the “portion of the work” for the purposes of Public Contract Item Number: 3.

Page 49 of 459 ends

DESIGNATION OF SUBCONTRACTORS AND CDBG EXHIBIT B-9 CONTINUED

SUPPLIERS
NAME OF SUPPLIER ADDRESS/PHONE NO. CONTR
ACT
N
if the bidder fails to specify a subcontractor for any portion of the work, the bidder agrees to perform crews. (Alternative subcontractors for the same work are prohibited by provisions of the California G o
v
er
n
m
e
nt
California Waters Development lnc, dba
California Waters August 28, 2025
Dated Bidder L
Mark Pitman Signature
Signature
Item Number: 3.

Page 50 of 459 ends

CONTRACTOR’S INDUSTRIAL SAFETY RECORD
California Waters Development lnc. dba
Bidder’s Name: QaLLfgmia Wat?s
This information must include all construction work undertaken in the State of California by the bidder an d
pj
venture or corporation that any principal of the bidder participated in as a principal or owner for the last four current calendar year prior to the date of bid submittal. Separate information shall be submitted for each part icul
ar
j
p
venture, corporation or individual bidder. The bidder may attach any additional information or explanation of d a
t
a
taken into consideration in evaluating the safety record. An explanation must be attached of the circumstances all fatalities.

Current Year 2023 2022 2021 2020
of Record
Number of contracts 10
17 15 12 14
Total dollar amount of contracts 14,974 10,422 8,345 9,758 (in thousands of dollars) 19,742
Number of fatalities 0

O O O O
Number of lost workday cases 0
O 2 O O
Number of lost workday cases
involving permanent transfer to
another job or termination of O O O O 0
employment
*The information required for these items is the same as required for columns 3 to 6, Code 10, Occupation al
—
Occupational Injuries and Illnesses, OSEA No. 102.

The above information was compiled from the records that are available to me at this time and I declare unde r
p
the in mation is true and accurate within the limitations of these records.

President August 28
,
ignature Mark Pitman Title Da
te
Signature Title Da
te
Item Number: 3.

Page 51 of 459 ends

REFERENCES
The following are the names, addresses, and telephone numbers for three public agencies for which BIDDERhas performed similar work within the past two years. 1 City of Coronado 1825 Strand Way Coronado, CA 92118
Name and Address of Owner
FiubyCarr [email protected] 619-609-8300
Primary Contact Name, Email, and Telephone Number
N/A
Second Contact Name, Email, and Telephone Number
Pool renovation and deck 7/31/2024 $3’916’053 replacement Contract Amount Type of Work Date Completed
City of Oceanside 300 N Coast Hwy, Oceanside, CA 92054
Name and Address of Owner
KymberlyCorbin [email protected] 760-435-5094
Primary Contact Name, Email, and Telephone Number
Darra Woods [email protected] 760-435-5094
Second Contact Name, Email, and Telephone Number
$1,297,010 Pool renovation and deck 2/3/2024
replacement
Contract Amount Type of Work Date Completed

3. Cityof Carson 701 E Carson St Carson, CA 90745
Name and Address of Owner
Modest Bolanos [email protected] 310-847-3519
Primary Contact Name, Email, and Telephone Number
N/A
Second Contact Name, Email, and Telephone Number
$1,134,388 3 Pool renvations and 2/17/2023
deckrepak
Contract Amount Type of Work Date Completed
15 Item Number: 3.

Page 52 of 459 ends

4, City of Buena Park
Name and Address of Owner
Hyang Sun Lee [email protected] 714-562-3691
Primary Contact Name, Email, and Telephone Number
NlA
Second Contact Name, Email, and Telephone Number
$877,042 2 pool renovation 7/29/2024
Contract Amount Type of Work Date Completed
The following are the names, addresses, and telephone numbers for all brokers and sureties from whom BIDDER intends to procure insurance bonds:

Inland Surey Bonds & Insurance Services A Divisionof HUBInternational Insurance Services Inc. 3390 University Ave, Suite 300, Riverside, CA 92501 951-788—8581 16 Item Number: 3.

Page 53 of 459 ends

EXHIBIT B-4
Required Bid

CERTIFICATION OF BIDDER

REGARDING NONSEGREGATED FACILITIES
Project Name: John H. Furbee Aquatic Center Improvements PrOJect California Waters Development Inc, dba
Name of Bidder: California Waters
The above named Bidder hereby certifies that:

I do not maintain or provide for my employees any segregated facilities at any of my establishments, and that I do not permit my employees to perform their services at any location, under my control, where segregated facilities are maintained. As used in this certification, the term “segregated facilities” means any waiting rooms, work areas, rest rooms, wash rooms, restaurants and other eating areas, time clocks, locker rooms or other dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, national origin, or because of habits, local customs, or otherwise.

I further agree to obtain identical certifications from all proposed subcontractors prior to the award of subcontracts exceeding $10,000.

Signatur?z?
Name (Print): Mark Pitman
Title: President
Date: August 28, 2025
17 Item Number: 3.

Page 54 of 459 ends

EXHIBITB-5

COUNTY OF RIVERSIDE

AFFIRMATIVEACTION PROGRAM
ECONOMICOPPORTUNITIES FOR SECTION 3 RESIDENTS
AND
SECTION 3 BUSINESS CONCERNS
The work to be performed under this contract is subject to the requirements of section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (section 3). The purpose of section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD-assisted projects covered by section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD Assistance for housing.
18 Item Number: 3.

Page 55 of 459 ends

AFFIRMATIVEACTION POLICY STATEMENT
The County of Riverside, as the Community Development Block Grant Administrator, shall take Af?rmative Action to insure to the greatest extent feasible that:

1. Contracts for work (involving both construction and non-construction projects) funded from Community Development moneys be awarded to business located in and/or owned in substantial part by persons residing within the Section 3 covered project area.

2. Lower income residents of said project area are to be provided, to the greatest extent feasible, employment and training opportunities emanating from such contracts.

Itwillbe established policy to:

1. Enlist the support of community agencies, schools and unions in the recruitment, hiring and training of low income persons residing within Section 3 project areas.

2. Insure that project area business are afforded a maximum feasible opportunity to bid on contracts.

3. Insure that contractors understand and comply with their obligations under the Act (24 CFR Part 75).

4. Provide a system to periodically monitor and evaluate the effectiveness with which the plan is being carried out.

To insure that we continue to meet our obligations and commitments we have developed a Section 3 Af?rmative Action Program. Allcontractors and sub-contractors are expected to demonstrate a spirit of support and cooperation in the implementation of this program.

The Executive Director of the Community Development Agency willbe responsible for the implementation, administration, and monitoring of our policy and program.

Date: February 8, 1988
Supervisor Walt P. Abraham Chairman, Board of Supervisors 19 Item Number: 3.

Page 56 of 459 ends

I I

DEFINITIONOF TERMS

1. Business concerns located withinthe Section 3 covered projectarea: Means those individuals or ?rms located within the relevant Section 3 covered project area as determined, pursuant to 24 CFR 135.5.

2. Business concerns owned in substantial part by persons residing in the Section 3 covered project area: Means those business concerns which are ?fty-one (51) percent or more owned by persons residing within the relevant Section 3 covered project as determined pursuant to 24 CFR135.5.

3. Contracting party: Means any entity which contracts with a contractor for the performance of work in connection with a Section 3 covered project.

4. Contractor: Means any entity which performs work in connection with a Section covered project.

5. Lower income resident of the area: A person residing in the Community Development Block Grant project area of the County of Riverside whose annual family income does not exceed eighty (80) percent of the median income. (Calculations are to be based on the median income level as reported byHUD)

6. Project area: In most cases the project area will be bounded by the County limits (or participants' City limits as applicable). However, priorityshall be given to persons livingwithin the County's Impact Areas.

III

SPECIFIC AFFIRMATIVE ACTION STEPS
Inorder to comply with Section 3 regulations af?rmative action must be taken. This af?rrnative action willbe at least as extensive and speci?c as the following:
. Each contractor and sub-contractor shall incorporate in all contracts for work in connection with a Section 3 covered project the following Section 3 Clause:
0 Every applicant, recipient, contracting party, contractor, and subcontractor shall incorporate, or cause to be incorporated, in all contracts for work in connection with Section 3 covered project, the following clause (referred to as a Section 3 Clause):
20 Item Number: 3.

Page 57 of 459 ends

The work to be performed under this contract is on a project assisted under a program providing direct Federal ?nancial assistance from the Department of Housing and Urban Development, and is subject to the requirements of Section 3 of the Housing and Urban Development act of 1968, as amended, 12 U.S.C. 1701u.

Section 3 requires that to the greatest extent feasible opportunities for training and employment be given to lower income residents of the project area and contracts for work in connection with the project be awarded to business concerns which are located in, or owned in substantial part by persons residing in the area of the project.

The parties to this contract will comply with the provisions of said Section 3 and the regulations issued pursuant thereto by the Secretary of Housing and Urban Development set forth in 24 CFR 570, and all applicable rules and orders of the Department issued hereunder prior to the execution of this contract. The parties to this contract certify and agree that they are under no contractual or other disability which would prevent them from complying with these requirements.

The contractor willsend to each labor organization, or representative or workers, with which he has collective bargaining agreement or other contract, or understanding, if any, a notice advising the said labor organization or workers; representative of his commitments under this Section 3 Clause and shall post copies of the notice in a conspicuous place available to employees and applicants for employment or training.

The contractor willinclude this Section 3 Clause in every sub-tier contract for work in connection with the project and will, at the direction of the applicant for, or recipient of, the Federal ?nancial assistance, take appropriate action pursuant to the sub-tier contract upon ?nding that the subcontractor is in violation of the regulations issued by the Secretary of Housing, and Urban Development, 24 CFR 570. The contractor will not enter into any sub-tier contract with any subcontractor where it has notice or knowledge that the latter has been found in violation of regulations under 24 CFR 570 and will not let any subcontract unless the subcontractor has ?rst provided it with a preliminary statement of abilityto comply with the requirements of these regulations.

Compliance with the provisions of Section 3, the regulations set forth in 24 CFR 570, and all applicable rules and orders of the Department issued thereunder prior to the execution of the contract, shall be a condition of the Federal financial assistance provided to the project binding upon the applicant or recipient for such assistance, its successors, and assigns. Failure to fulfill these requirements shall subject the applicant or recipient, its contractors and subcontractors, its successors, and assigns to those sanctions specified by the grant or loan agreement or contract through which Federal assistance is provided, and to such sanctions as are specified by 24 CFR 135.

All contractors and their subcontractors shall include as part of their bid proposal a copy of their Section 3 Affirmative Action Plan. The Plan should include the following:
21 Item Number: 3.

Page 58 of 459 ends

1. A preliminary statement of workforce needs (skilled, semi-skilled, unskilled labor and trainees by category).

2. Goals (in percentage) relative to utilization of lower income persons in project area.

3. Goals relative to the project dollar amount of subcontractors to be awarded to project area business.

IV
DISSEMINATION OF SECTION 3 PROGRAM POLICY
In order that all contractors of the County of Riverside have a fullunderstanding of the County's position regarding this Section 3 Af?rmative Action Plan the following procedures willbe initialed:

1. Alladvertisements and invitationsto bid willinclude the County's Section 3 Af?rmative Action Plan requirements.

2. AllCommunity Development BlockGrant contracts willinclude the County's Section 3 Af?rmative Action Plan.

3. The Section 3 Grievance Procedure and signs shall be placed at construction sites identifying the project as a Section 3 covered project.

PROGRAM EVALUATION
Pursuant to Section 3 requirements (24 CFR 135.72,) the County of Riverside, as Block Grant Administrator, shall assist and actively cooperate with the Department of Housing and Urban Development in insuring the compliance of our contractors and subcontractors.

Allcontractors shall:

1. Maintain a list of all lower income area residents who have applied whether on their own or on referral from any source.

2. Set forth evidence, acceptable to the Executive Director or the Community Development Agency that its actions were not an attempt to circumvent program requirements, if vacant apprentice or trainee positions in its organization are ?lled immediately prior to undertaking work pursuant to a Section 3 covered project.
22 Item Number: 3.

Page 59 of 459 ends

COMPLAINT PROCEDURE
Who may file a complaint?
The following individuals and business concerns may, personally or through an authorized representative, file with the Assistant Secretary a complaint alleging noncompliance with section 3:

1. Any Section 3 resident on behalf of himself or herself, or as a representative of persons similarly situated, seeking employment, training or other economic opportunities generated from the expenditure of Section 3 covered assistance with a recipient or contractor, or by a representative who is not a section 3 resident but who represents one or more Section 3 residents;

2. Any Section 3 business concern on behalf of itself, or as a representative of other section 3 business concerns similarly situated, seeking contract opportunities generated from the expenditure of Section 3 covered assistance from a recipient or contractor, or by an individual representative of Section 3 business concerns.

Where to file a complaint?
A complaint must be ?led with the:

Assistant Secretary for Fair Housing and Equal Opportunity Department of Housing and Urban Development
Washington, DC, 20410.

Questions regarding Section 3 compliance, procedures for ?ling a complaint, or the County of Riverside’s Af?rmative Action Program, should be addressed to:

Department of Housing &Workforce Solutions
CDBG Program Administrator - Section 3 Program
3403 10thStreet, Suite 300
Riverside, CA 92501
(951) 955-5933
23 Item Number: 3.

Page 60 of 459 ends

EXHIBIT 3-6

Page 1 ends

$200,000 or more
BIDDER CERTIFICATION FOR SECTION 3 COMPLIANCE
(Housing and Community Development Act of 1968)
Project Title: John H, Furbee Aquatic Center Improvements Project Amount of Bid: 1,9501850 The undersigned hereby certifies that he/she has read and understands Riverside County's Section 3 Affirmative Action Program as well as Section 3 of the Housing and Community DevelopmentAct of 1968, and further certifies adoption of, and adherence to, said program, and certifies understanding of the following for all construction contracts over $200,000.

I, Employment Opportunities
I understand and agree that in the event that I am awarded this contract, and in the event that any new employment opportunities are created as a result of this CDBG—fundedproject, Iwill:
a. Contact the US. Department of Housing and Urban Development (HUD) Section 3 website at www.hud.gov/section3 to review the list of certified Section 3 persons, within Riverside County, to be considered for available employment opportunities; and HUD Section 3 Opportunity Portal at: httpsz/lhudapps.hud.qov/OpportunitvPortaI/ M2 Initial Here
b. Forward to the Department of Housing & Workforce Solutions all detailed job descriptions for new employment opportunities and Section 3 reports, in a form, at a place, and at a time as directed by the Department of Housing & Workforce Solutions.

M. Initial Here

0. Present a list, of the number of total labor hours, Section 3 worker labor hours, and Targeted Section 3 worker labor hours expected to be generated from the initial contract and a list of projected number of available positions, to include job descriptions and wage rates. Ag Initial Here
d. Notify Section 3 Coordinator of contractor interests regarding employment of Section 3 workers prior to hiring.

Initial Here
e. Submit a list of core employees (including administrative, clerical, planning, and other positions pertinent to the construction trades) at the time of contact award. n Initial Here
f. Post available positions and advertise job Section 3 workers openings at:
www.rivco'obs.org 7V‘ Initial Here
g. Sign the Section 3 Plan, M. Initial Here
24 Item Number: 3.

Page 61 of 459 ends

Page 2 ends

Com-lete our uro osed workforce alan for this cro'ect below:

JOB CATEGORY
CURRENT NUMBER OF NUMBER OF NEW HIRES % OF NEW HIRES TO BE POSITIONS NEW HIRES PROPOSED TO BE SECTION 3
IF SECTION 3 RESIDENTS

AWARDED
BID

PROFESSIONALS

TECHNICIANS

OFFICE/CLERICAL

CONSTRUCTION BY
TRADE
TRADE
Operator
TRADE
a orer
TRADE Tile
La er/Setter
TRADE Landscape
Plumber
TRADE Mason
TRADE

APPRENTICE

TRAINING
OTHER
TOTAL
25 Item Number: 3.

Page 62 of 459 ends

EXHIBIT 3—6

Page 3 of 4 ends

BIDDER CERTIFICATION FOR SECTION 3 COMPLIANCE
||. Subcontracting Opportunities
a. I understand and agree that for any and all subcontracting opportunities that may result from this CDBG—fundedproject, I will contact the US. Department of Housing and Urban Development (HUD) Section 3 website at www.hud.gov/section3 to review the list of certi?ed Section 3 Businesses, within Riverside County, to be considered for available subcontracting opportunities prior to selecting any subcontractor for my bid submittal. M. Initial Here
I understand and agree that any and all sub—contracts and sub—tier agreements resulting from this CDBG—funded project are also subject to Section 3 compliance, and therefore, as the General/Prime Contractor, I am responsible to ensure compliance from all subcontractors. ?- Initial Here
Contact the US Department of Housing and Urban Development (HUD) Section 3 website at www.hud.gov/section3 to review the list of certi?ed Section 3 persons, within Riverside County, to be considered for available employment opportunities; and HUD Section 3 Opportunity Portal at: htt s://huda s.hud. ov/O o nit Portal/ . Initial Here
Forward to the Department of Housing & Workforce Solutions all detailed job descriptions for new employment opportunities and Section 3 reports, in a form, at a place, and at a time as directed by the Department of Housing & Workforce Solutions.

Initial Here
Present a list, of the number of total labor hours, Section 3 worker labor hours, and Targeted Section 3 worker labor hours expected to be generated from the initial contract and a list of projected number of available positions, to include job descriptions and wage rates. (LP. Initial Here
Notify Section 3 Coordinator of contractor interests regarding employment of Section 3 workers prior to hiring.

L Initial Here
Submit a list of core employees (including administrative, clerical, planning, and other positions pertinent to the construction trades) at the time of contact award.

Initial Here
Post available positions and advertise job Section 3 workers openings at:
www.rivco'obs.org L Initial Here
26 Item Number: 3.

Page 63 of 459 ends

Page 4 of 4 ends

Complete your Subcontracting Plan for this project below:

EXHIBIT B-G
lS THE SUBCONTRACTOR AMOUNT (3.: IF SUBCONTRACTOR IS SECTION 3, INDICATE SECTlON 3 ELIGIBLE? ELIGIBLE STATUS SUBCONTRACT($) YES OR NO -
TRADE
51% OWNER / 30% EMPLOYEE
N/A
* Add additional sheets if necessary
Bidder (Company) Name:

Authorized Representa ' e (Type Name):

Signature:

California Waters Development Inc, dba California Waters Mark Pitman
Date: August 28, 2025
27 Item Number: 3.

Page 64 of 459 ends

Page 1 of 2 ends

Required Bid Form for
bids $200,000 or more
SUBCONTRACTOR CERTIFICATION FOR SECTION 3 COMPLIANCE

MUST BE COMPLETED BY ALL SUBCONTRACTORS
(Housing and Community Development Act of 1968)
Project Title; John H. Furbee Aquatic Center Improvements Project Subcontractor: N/A
Contractor/Bidder California Waters Development Inc. dba California Waters The undersigned hereby certifies that he/she has read and understands Riverside County's Section 3 Affirmative Action Program as well as Section 3 of the Housing and Community Development Act of 1968, and further certifies adoption of, and adherence to, said program, and certifies understanding of the following for all prime construction contracts over $200,000:
a. I understand and agree that in the event that I am awarded a subcontract, and in the event that any new employment opportunities are created as a result of this CDBG-funded project, I will contact the US. Department of Housing and Urban Development (HUD) Section 3 website at www.hud.gov/section3 to review the list of certified Section 3 persons, within Riverside County, to be considered for available employment opportunities; NM Initial Here
b. I willfonNard to the Department of Housing & Workforce Solutions all detailed job descriptions and Section 3 reports, in a form, at a place, and at a time as directed by the Department of Housing & Workforce Solutions.

A]mInitial Here
28 Item Number: 3.

Page 65 of 459 ends

Page 2 of 2 ends

Complete your proposed workforce plan for this project below:

EXHIBIT B-10

JOB CATEGORY CURRENT

POSITIONS

NUMBER OF

NEW HIRES

IF AWARDED
BID

NUMBER OF NEW HIRES

PROPOSED TO BE
SECTION 3 RESIDENTS
% OF NEW HIRES TO BE
SECTION 3

PROFESSIONALS N/A

TECHNICIANS

OFFICE/CLERICAL

CONSTRUCTION BY
TRADE
TRADE
TRADE
TRADE
TRADE
TRADE
TRADE

APPRENTICE

TRAINING
OTHER
TOTAL
Subcontractor (Company) Name:

Authorized Representative (Type Name):

Signature:

N/A
Mark Pitman
Date: August 28, 2025
29 Item Number: 3.

Page 66 of 459 ends

EXHIBIT B-7
Required Bid Form

COUNTY OF RIVERSIDE

CDBG PROGRAM

BIDDER CERTIFICATION ON

FEDERAL CONTRACT REQUIREMENTS
PROJECT NAME: John H. Furbee Aquatic Center Improvements Project CERTIFICATION:

I hereby certify that l have reviewed and understand the diversified Federal construction contract related requirements imposed on the Contractor(s) of HUD— funded construction projects, including but not limited to the following:

1. The subject project is being financed with Community Development Block Grant funds (24 CFR Part 570);

2. This project and all related construction contracts are subject to the US.

Department of Housing and Urban Development’s Federal Labor Standards Provisions (HUD4010 — revised 06/2009); and

3. This project is subject to all applicable laws and regulations as listed in the General Summary of these Special Federal Provisions; and

4. If my bid is $200,000 or more, this project and all related contracts willsubject to Section 3 requirements (12 U.S.C.‘l701u).

Contractor‘s Name: California Waters Development Inc, dba California Waters Contractor’s License No.: 958960
Address: 23311 E La Palma Ave Yorba Linda, CA 92887
Authorized Representative (Type Name): Mark Pitma”
Signaturez?é/
Date: August 28, 2025
30 Item Number: 3.

Page 67 of 459 ends

EXHIBITB-8
Required Bid Form

QUESTIONNAIRE REGARDING BIDDERS
Bidder has been engaged in the contracting business under the present name of California Waters Development Inc. dba California Waters ’ since 2011 (Date).

Present business address is: 23311 E La Palma Ave Yorba Linda, CA 92887 Federal Tax ID: 27-4963481 Amount of Bid $
1,950.850
California Contractor's License No.: 95595;) Expiration Date: 3/31/2027 DUNS Number: 118406391 or CAGE Code: N/A
Because this project is Federally-funded, it is necessary to obtain information concerning minority and other group participation for statistical purposes. The US. Department of Housing and Urban Development (HUD) uses this information to determine the degree to which its programs are being utilized by minority business enterprises and targeted group contractors.

A minority enterprise is de?ned by the Federal Government as a business that is ?fty-one percent (51%) or more “minority-owned". Please check applicable box concerning the ownership of your business:

El American Indian or Native Alaskan
Asian or Pacific Islander/Native Hawaiian
Black/African American
Hispanic
White
Hasidic Jews
Other
A woman-owned enterprise is de?ned by the Federal Government as a business that is ?ftypercent (50%) or more woman-owned. Please check applicable box concerning the ownership of your business:

III Woman/Female owned mMale owned
A Section 3 Contractor or Subcontractor is a business concern that is more than ?fty-one percent (51%) owned by a low or very low-income person, or a business concern that provides economic opportunities to low and very low-income residents. Please check applicable box concerning the ownership of your business:

El Section 3 Business concern IXNon-Section 3 Business concern The United States Department of Housing and Urban Development (HUD) is authorized to solicit the information requested in this form by virtue of Title 12, United States Code, Section 1701 et seq., and other regulations. It will not be disclosed or released outside of HUD without your consent, except as required or permitted bylaw. 31 Item Number: 3.

Page 68 of 459 ends

AFFIDAVIT FOR CORPORATION BIDDER

STATE OF CALIFORNIA )
)ss
COUNTY OF Orange )
Mark Pitman , being ?rst duly sworn,
deposes and says:

That he is President of,
California Waters Development Inc, dba California Waters a corporation which is the party making the foregoing bid proposal; that such bid proposal is genuine and not collusive or sham; that said bidder has not colluded, conspired. connived or agreed, directly or indirectly, with any other bidder or person to put in a sham bid proposal or that such other person shall refrain from bidding; and has not in any manner sought by collusion to secure any advantage against the City of Desert Hot Springs or any person interested in the proposed contract, for himself or for any other persont %‘
Signature
Subscribed and sworn (affirmed)
to before me this
day of , 20
Signature of Of?cer Administering Oath
(NOTARY PUBLIC)
61 %€/ m?—f‘b?eeQéA/p/j Item Number: 3.

Page 69 of 459 ends

CALIFORNIA JURAT GOVERNMENT CODE § 8202
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.5. '5" .gw ‘4 .‘e.";\ .r...‘ «.1... r. . “nun...“ . r
A notary public or other of?cer completing this certi?cateveri?es only the identity ofthe individualwho signed the documentto whichthis certi?cateis attached.and not the truthfulness, accuracy, orvalidityofthat document.

State of California
County ofW—
Subscribed and swornto (or af?rmed) beforemeon
this _L_ day of
Date Mnht0Year
(1) M04 II”2‘57)
/
(and (2)_____.___—____).

Name(s) of Signer(s)
211T...meal. a.moreoo-concsvdou
£51., NotaryPublic-California

1..- 1 OrangeCounty 33'. d
" Commission3 2517116
‘ MyComm.ExpiresMay10.2029
proved to me on the basis of satisfactory evidence to
be the person(s) who appeared before me.
an
Signature
Place Notary Seal and/or Stamp Above

OPTIONAL
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended do ment.

Description of Attached Document
Title or Type of Document:

Document Date: Number of Pages:

Signer(s) Other Than Named Ab
‘52le 3I-1am:"as” w:~40»: ac:-vawgv «~14 :i»:J-:::'.:=:J.as«..«:‘.;.5v @2019 National Notary Association Item Number: 3.

Page 70 of 459 ends

CERTIFICATION OF NON-DISCRIMINATION AND AFFIRMATIVE ACTION As suppliers of goods or services to the City of Desert Hot Springs, the firm listed below certifies that it does not discriminate in its employment with regards to race, religion, sex, or national origin; that it is in compliance with all Federal, State, and local directives and executive orders regarding non-discrimination in employment; and that it will pursue an affirmative course of action as required by the affirmative action guidelines.

We agree specifically:

1. To establish or observe employment policies which affirmatively promote opportunities for minority persons at all job levels.

2. To communicate this policy to all persons concerned including all company employees, outside recruiting services, especially those serving minority communities, and to the minority communities at large.

3. To take affirmative steps to hire minority employees within the company.

FIRM California Waters Development Inc. dba California Waters TITLE OF OFFICER Si NlNG President
SIGNATUR? DATE August 28, 2025
Please include any additional information available regarding equal opportunity employment programs now in effect within your company:
66 Item Number: 3.

Page 71 of 459 ends

CERTIFICATION WITH REGARD TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR

SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF

REQUIRED REPORTS
California WatersDevelopment The bidder Incydba Cal'fom'aWalers , proposed subcontractor N/A , hereby certifies that he has _X_: has not _, participated in a previous contract or subcontract subject to the Equal Opportunity Clause, as required by Executive Orders 10925, 11114, or 11246, and that he has _x_, has not _, filed with the Joint Reporting Committee, the Director of the office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President’s Committee on Equal Employment Opportunity, all reports due under the applicable ?ling requirements.

California Waters Development inc, dba California Waters (COMPANY) BYWMark Pi an
President
(TITLE)
DATE: August 28 ,202_5.

NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60—1.? (b) (1), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the Equal Opportunity Clause. Contracts and subcontracts which are exempt from the Equal Opportunity Clause are set forth in 41 CFR 60-15. (Generally only contracts or subcontracts of $10,000 or under are exempt).

Currently, Standard Form 100 (EEO—1)is the only report required by the Executive Orders or their implementing regulations.

Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60—17 (b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period speci?ed by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, US. Department of Labort
67 Item Number: 3.

Page 72 of 459 ends

NON-COLLUSION AFFIDAVIT
The undersigned in submitting a bid proposal for performing the following work by contract, being duly sworn, deposes and says:

That he has not, either directly or indirectly, entered into any agreement, participated in any collusion, or othenNise taken any action in restraint of free competitive bidding in connection with such contract.

C
All project work and incidental items to complete the project shall be performed in accordance with the plans, speci?cations, and other provisions of the contract. All the above improvements are to be constructed in a workmanlike manner, leaving the entire project in a neat and presentable condition.

W
Signature of Bidder
WWW
Business Address
23311 E La Palma Ave Yorba Linda, CA 92887
Place of Business
Subscribed and sworn (affirmed) to before me this day of , 20 Notary Public in and for the County of
, State of California
My commission expires , 20
6661t7?ZW/{Q/éeOZLL cije— 68
Item Number: 3.

Page 73 of 459 ends

CALIFORNIA JURAT GOVERNMENT CODE § 8202
A notary public or other of?cer completing this certi?cate veri?es only the identity of the individualwho signed the documentto whichthis certi?cateis attached, and not the truthfulness, accuracy. orvalidityofthat document.

State of California
County of W_Je_/___
Subscribed and swornto (or af?rmed) before me on
this __I_day ofM. 20g by
Date Month Year
(1) £23 L 2122/“? éW
(and (2) __.________).

Name(s} of Signer(s)
arm watt 3.MDJEDO-CONCSPCION
'
" $25 NotaryPublic.California
' ‘- - OrangeCounty
" " ‘ Commission3 2517116
MyComm.ExpiresMay 10.1029
proved to me on the basis of satisfactory evidence to
be the person(s) who appeared before me.

Signature
Place Notary Seal and/or Stamp Above Si nature of otaiy Public

OPTIONAL
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document:

Document Date: Number of Pages:

Item Number: 3.

Page 74 of 459 ends

ADDENDUM NO. 1

REQUESTFOR PROPOSAL
JOHN H. FURBEEAQUATIC CENTER IMPROVEMENTS
CITYPROJECT NO. 2013
August 5th, 2025
The following is for clarification or changes to the John H Furbee Aquatic Center Improvement Project No. 2013.

I. BIDPROPOSAL SUBMITTALDATE EXTENDEDto Before 11:00 AM on Thursday August 21, 2025
The Sealed bids must be submitted on the Proposal Farm at the Of?ce of City Clerk, located at 11999 Palm Drive, Desert Hot Springs, CA 92240, before 11:00 AM. on August 21, 2025. Public Works “Bid: John H. Furbee Aquatic Center Improvements, City Project No. 2013” shall appear on the envelope of each sealed bid proposal and each bid proposal sealed envelope shall be addressed to the City Clerk.City Hall, 11999 Palm Drive, Desert Hot Sprinqs, Ca 92240. The bids willthen be publicly opened and read in the Office of the City Clerk, City Hall, 11999 Palm Drive, Desert Hot Springs, CA 92240 at 11:05 AM. on August 21, 2025.

Thank you,
Daniel Porras, P.E.

Deputy City Manager
Receipt of this addendum shall be submitted with your bid by signing below. YOUR PROPOSAL WILLBE DISQUALIFIEDIFTHISADDENDUM NO. I IS NOT SIGNED AND SUBMITTED WITHYOUR PROPOSAL.
idder‘s Signature Mark Pitman
Item Number: 3.

Page 75 of 459 ends

ADDENDUM NO. 2

REQUESTFOR PROPOSAL
JOHN H. FURBEEAQUATIC CENTERIMPROVEMENTS
CITY PROJECT NO. 2013
August l9th, 2025
The following is for clarification or changes to the John H Furbee Aquatic Center Improvement Project No. 2013.

I. BID PROPOSAL SUBMITTALDATE EXTENDEDto Before 11:00 AM on Thursday August 28"l 2025
The Sealed bids must be submitted on the Proposal Form at the Office of City Clerk, located at 11999 Palm Drive, Desert Hot Springs, CA 92240, before 11:00 AM. on August 28, 2025. Public Works “Bid: John H. Furbee Aquatic Center Improvements, City Project No. 2013” shall appear on the envelope of each sealed bid proposal and each bid proposal sealed envelope shall be addressed to the City Clerk, City Hall, 11999 Palm Drive, Desert Hot Sprinqs, Ca 92240. The bids willthen be publicly opened and read in the Office of the City Clerk, City Hall, 11999 Palm Drive, Desert Hot Springs, CA 92240 at 11:05 AM. on August 28, 2025.

Thank you,
Daniel Porros, P.E.

Deputy City Manager
Receipt of this addendum shall be submitted with your bid by signing below. YOUR PROPOSAL WILLBEDISQUALIFIEDIFTHISADDENDUM NO. I IS NOT SIGNED AND SUBMITTED WITHYOUR PROPOSAL.
?CL
Bidder’s Signature Mark Pitman
Item Number: 3.

Page 76 of 459 ends

ADDENDUM No.3

REQUESTFOR PROPOSAL
JOHN H. FURBEEAQUATIC CENTER IMPROVEMENTS
CITY PROJECT NO. 2013
August 20th, 2025
The following responses to questions and revised plans are for clarification or changes to the John H Furbee Aquatic Center Improvement Project No. 2013.

The following are Responses in REDto Questions received.

1. Mention was made during job walk to include CDBG forms due with proposal submittal. Please clarify which CDBG forms (via exhibit or page number from specifications) are required to be submitted with proposal.

City Response: See Bid Forms on Page 70 of the Specifications.

2. Bid solicitation does not clarify all forms that are required to be submitted with bid, please provide listof bid forms required to be submitted with proposal.

City Response: See Bid Forms on Page 70 of the Specifications.

3. Plan sheet SG—3notes details for new VFDfor splash pad and to field test ifrequired flow rates can be achieved, please confirm that specified VFD in plans and specifications is assumed to meet required flow rates.

ADG: Contractor to field verify motor condition, manufacturer, and capacity and provide submittal for a new VFDthat meets the requirements listed in specification 13 ll 06.

4. Plan sheet SG—3notes “provide and install new impellor as necessary” for existing spray ground feature pump, please clarify ifthis replacement isintended to be included in base bid or as a potential change order once determined to be required.

ADG: Contractor to provide Owner with change order in the event the pump impeller needs to be replaced.

5. Plan sheet SG—3notes “provide and install new impellor as necessary" for existing spray ground feature pump, please provide full pump manufacturer, model, and specification details for sizing and correct compatibility of new impeller from vendors as this information isrequired my manufacturers for pricing.

ADG: Contractor to provide Owner with change order in the event the pump impeller needs to be replaced.

Item Number: 3.

Page 77 of 459 ends

6. Plan sheet SG—3notes pump pit in mechanical room, please note where existing equipment room and pump islocated within surrounding buildings on sheet DP~2.

ADG: See addendum plans with mechanical room plan information.

7. Plan sheet SP—3notes timing system components as “future" please clarity ifthis scope of work and components are to be included in bid price.

ADG: Contractor to supply and install deck plates, wall plates, and conduits under base bid. Contractor to provide additive alternative bid for the timing system components.

8. Specification 13 ll 06 (MC notes for supply of chemicals to be full. Please provide chemical tank sizing and type of chemicals currently on site for pricing.

ADG: Chlorine — lOOOGallon Acid — 500 Gallon

9. Please confirm that all the ethernet work is being performed by others as noted on plans.

ADG: Ethernet work isto be performed by others.

10. Plan sheet SP—3notes ”TP—GEN7—lO“timing system. Thissystem isfor lO lane timing, current pool and design layout only has 8 lane timing system, please clarify.

ADG: SP-3 sheet note states to provide deck poxes wall plate boxes and all conduit for future scoreboard system.
ll. Plan sheet SP—3notes 10 judging platforms, while there are only 8 timing lanes please clarify.

ADG: SP-3 sheet note states to provide deck poxes wall plate boxes and all conduit for future scoreboard system.
l2. Please provide as builds or provide assumed thickness of existing deck to determine costs of demolition and disposal.

ADG: Assume the deck is generally 6” thick $06 and 9“ at cantilever and thickened at deck drain features.

13.Plan sheet DPl —lnote 7 references a “soilsreport". Please clarify as there was no geotechnical soils report included in bid documents that only plan notes are to followed.

City Response: Thisis correct. No geotechnical soils report was included in the bid documents. Bidders should refer to the project plans and specifications.

Item Number: 3.

Page 78 of 459 ends

14. Plan sheet DP—lnote 9 states repair of crack and rust spots. Please provide linear footage of cracks and square footage area of rust spot repair to carry as an allowance for bidding as these conditions are unknown until existing plaster is removed and structural shell can be evaluated.

ADG: Assume 50 square feet of rust repair in pool shell and provide square foot cost schedule of values for additional repair. Assume 50 liner feet of crack repair and provide liner foot cost in schedule of values.

15. Note 14 on sheet DP—lnotes to replace damaged or missing grates with new brass.

Please clarify quantity to be assumed to replace or willthis be addressed via change order.

ADG: Allclean outs, air vents or grates in new cast in place deck are to be replaced with new.

16. Note 14 on sheet DP—lnotes to replace damaged or missing grates with new brass.

Please clarify assumed manufacturer and model number to obtain pricing.

ADG: Contractor to replace all features and grates found in new cast in place pool deck to replaced with new.
l7. Plan sheet DP—lnote l2 states to removed damaged inlets completely, please clarify quantity of existing inlet to assume to already be damaged. With pool filled during site visit evaluation of existing inlets was not possible. Or willany existing damaged inlets be reported during preconstruction phase prior to demolition and addressed via change order.

ADG: Contractor to carry an allowance for replacing and damaged inlet fittings. l8. Please confirm owner to drain pool prior to construction.

ADG: The contractor isto drain the pool.

19. Plan sheet DP—lnote 15 states to apply new waterproofing of existing surge chamber, please provide dimensions of surge chamber for material and labor pricing as plans make no note of size (width x length x depth) of surge chamber for pool.

ADG: 10‘ x lO‘ x 9‘ See addendum plans.

20. Plan sheet DP—Snote 14 states to apply new waterproofing of existing surge chamber, please provide dimensions of surge chamber for material and labor pricing as plans make no note of size (width x length x depth) of surge chamber spray ground.

ADG: 12' x 12' x lO'
Item Number: 3.

Page 79 of 459 ends

21. Please provide current chemical storage tank sizing (liquid chlorine, liquid acid, and CO2 tank size [if present]) to determine pricing of full chemical systems for owner turnover.

ADG: Chlorine — lOOOGallon Acid — 500 Gallon

22. Specification section l3 l l 06 2.2.9 spray ground equipment notes 2 PS Poly Palm Coco, plan sheet legend and layout on sheet legend SG-3 only show 1 location, please clarify.

ADG: Only 1 FSPoly Palm isrequired as per SG-3.

23. Specification section 13 ii 06 2.2.2 and plan sheet legend SG-3 notes (6) GS solo spurts, plan view only notes (2) locations, please clarity.

ADG: Only 2 Solo Spurts are required as per SG—S.

24. Specification section 13 l l 06 2.2.3 and plan sheet legend SG-3 notes (5] GS split spurts, plan view does not have any callouts for this item on plan view, please clarify.

ADG: 4 GS Split Spurts are required, please see revised SG—3.

25. Specification section 13 ii 06 2.2.4 and plan sheet legend SG—3notes (7) GS Tulips, plan view only notes (3) locations, please clarify.

ADG: Only 3 GS Tulips are required as per SG-3 Plan View.

26. Specification section 13 ll 06 2.2.5 and plan sheet legend SG—3notes (6] GS Gusher, plan view only notes (2) locations, please clarify.

ADG: Only 2 GS Gushers are required as per SG-3 Plan View.

27. Specification section 13 l l 06 2.2.6 and plan sheet legend SG—3notes (4) GS Gusher, plan view only notes (8) locations, please clarity.

ADG: Only 2 GS Gushers are required as per SG—SPlan View.

28. Specification section l3 ll 06 2.2.7 and plan sheet legend SG—Snotes (12) GS Puddle #1, plan view only notes (4) locations, please clarity.

ADG: Only 4 GS Puddles #l ‘s are required, as per the plan View of SG—3.

Item Number: 3.

Page 80 of 459 ends

Thank you,
Daniel Porras, P.E.

Deputy City Manager
Receipt of this addendum shall be submitted with your bid by signing below. YOUR PROPOSAL WILLBEDISQUALIFIEDIFTHISADDENDUMNO. 315 NOT SIGNEDAND SUBMITTED WITHYOURPROPOSAL.
?!»
Bidder‘s Signature Mark Pitman
Item Number: 3.

Page 81 of 459 ends

ADDENDUMN0. 4

REQUESTFORPROPOSAL
JOHN H. FURBEEAQUATICCENTERIMPROVEMENTS
CITYPROJECTNO. 2013
August 25th. 2025
The following revised proposal form replaces the one included in the. project specifications for the John H Furbee Aquatic Center Improvement Project No. 2013.

BIDPROPOSAL FORM
John H. Furbee Aquatic Center Improvements

INTHE CITYOF DESERT HOT SPRINGS

TOTHECITYCOUNCILOF THECITYOF DESERTHOTSPRINGS, CALIFORNIA The undersignedas bidder declaresthat he has carefully examinedthe locationof the proposed work, that he has examined the Special Provisionsand read the accompanyinginstructionsto bidders, and hereby proposes and agrees, if the bid proposal is accepted,to furnish all materials and do all work required to complete the said work in accordance with the said Standard Speci?cations, Special Provisions,Technical Speci?cations, and Project Plans in the time and manner thereinprescribed for the unit price set forthin the following schedule:

Base Bid $
Additive Alternate for Timing System Components Shown on SP-3 $ TOTALBID __$
(words)
The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within ten (10) days, not including Sundays and legal holidays, after having received notice that the contract has been awarded and is ready for signature, the proceeds of the security accompanying his bid proposal shall become the property of the Item Number: 3.

Page 82 of 459 ends

City of Desert Hot Springs, and this bid proposal and the acceptance thereof may be considered null and void.

Signature of bidder
(Ifan individual, so state. Ifa firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm. It a corporation, state legal name of corporation, also names of president, secretary, treasurer and managerthereof.) Business Address
Telephone Number
Dated: , 20
Thank you,
Daniel Porras, P.E.

Deputy City Manager
Receipt of this addendum shall be submitted with your bid by signing below. YOUR PROPOSAL WILLBE DISQUALIFIEDIFTHISADDENDUMNO. 4 IS NOT SIGNED AND SUBMITTED

WITHYOUR PROPOSAL
idder‘s Signature Mark Pitman
Item Number: 3.

Page 83 of 459 ends

PUBLIC WORKS CONSTRUCTION AGREEMENT

BY AND BETWEEN

THE CITY OF DESERT HOT SPRINGS
AND

CALIFORNIA WATERS DEVELOPMENT INC
THIS PUBLIC WORKS CONSTRUCTION AGREEMENT (“Agreement”) is made and entered into this 2nd day of September, 2025, by and between the City of Desert Hot Springs, a municipal corporation located in the County of Riverside, State of California, hereinafter referred to as "City," and California Waters Development Inc, a corporation, hereinafter referred to as "Contractor."

RECITALS
WHEREAS, the City desires to retain Contractor, on an independent contractor basis, to perform construction services for the John H. Furbee Aquatic Center Improvements as more particularly described below; and
WHEREAS, Contractor represents that it is fully qualified to perform such services by virtue of its experience and the training, education and expertise of its principals and employees.

NOW THEREFORE, IN CONSIDERATION OF THE MUTUAL PROMISES AND

RELEASES CONTAINED HEREIN, AND FOR OTHER GOOD AND VALUABLE

CONSIDERATION, RECEIPT OF WHICH IS HEREBY ACKNOWLEDGED, THE PARTIES AGREE AS FOLLOWS:

AGREEMENT

1. Incorporation by Reference
The foregoing recitals are hereby expressly made a part of this Agreement as though fully set forth herein.

2. Project Information.
• Location: 11750 Cholla Drive as depicted in Contractor’s proposal dated August 28, 2025, and attached hereto and incorporated herein as Exhibit “A” (“Scope of Services” or sometimes “Project”). In the event any conflict exists between this Agreement minus the Scope of Services, on the one hand, and the Scope of Services, on the other hand, the former shall supersede.

Item Number: 3.

Page 84 of 459 ends

• Project description, including significant materials to be used and equipment to be installed: John H. Furbee Aquatic Center Improvements, in the City of Desert Hot Springs, California, as set forth in the Scope of Services. • Approximate start date: September 23, 2025
• Approximate completion date: December 18, 2025
• Substantial completion of work evidenced by: Inspection and approval by City Staff.
• It is expressly agreed that except for extensions of time duly granted by the City, in writing, time shall be of the essence.

3. Contractor Information
• Address: 23311 E La Palma Ave, Yorba Linda, CA 92887
• License Number: 958960

4. Insurance Coverage
a. Contractor shall procure and maintain at its own expense, until completion of performance and acceptance by the City, commercial general liability insurance of not less than One Million Dollars ($1,000,000) combined single limit per occurrence, and Two Million Dollars ($2,000,000) in the aggregate, for bodily injury, personal injury, death, loss or damage resulting from the wrongful or negligent acts by the Contractor or its officers, employees, servants, volunteers and agents and independent contractors.

Contractor shall provide insurance on an occurrence, not claims-made basis.

Contractor acknowledges and agrees that, for purposes of clarification with the intention of avoiding gaps in coverage with any umbrella or excess insurance, personal and advertising injury coverage shall be triggered by an “offense” while bodily injury and property damage coverage shall be triggered by an “occurrence” during the policy period.
b. Contractor shall further procure and maintain at its own expense, until completion of performance and acceptance by the City, commercial vehicle liability insurance covering personal injury and property damage, of not less than Two Million Dollars ($2,000,000) combined single limit per occurrence, and Two Million Dollars in the aggregate ($2,000,000), covering any vehicle utilized by Contractor or its officers, employees, servants, volunteers and agents and independent contractors in performing the services required by this Agreement.
c. Unless Contractor has no employees and is exempt from worker’s compensation requirements, Contractor shall further procure and maintain at its Item Number: 3.

Page 85 of 459 ends

expense, until completion of performance and acceptance by the City, workers' compensation insurance providing coverage as required by the California State Workers' Compensation Law. If any class of employees employed by the Contractor pursuant to this Agreement is not protected by the California State Workers' Compensation Law, Contractor shall provide adequate insurance for the protection of such employees to the satisfaction of the City. Contractor agrees to waive its statutory immunity under any workers’ compensation or similar statute, as respecting the City, and to require any and all subcontractors and any other person or entity involved in the Project to do the same.

Worker’s Compensation Insurance:
• Contractor has no employees and is exempt from workers’ compensation requirements.
• Contractor carries workers’ compensation insurance for all employees. d. All policies required by this section shall be secured from insurers authorized to do business in the State of California with an “A” policyholder’s rating or better and a financial rating of at least Class VII, in accordance with the current Best’s Ratings.
e. Contractor agrees to require that all parties, including but not limited to subcontractors, architects, engineers or others with whom Contractor enters into contracts or whom Contractor hires or retains pursuant to or in any way related to the performance of this Agreement, provide the insurance coverage required herein, at minimum, and name as additional insureds the parties to this Agreement. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this Section.
f. In the event this Agreement is terminated for any reason prior to the completion of all obligations and requirements of this Agreement, Contractor agrees to maintain all coverages required herein until the City provides written authorization to terminate the coverages following the City’s review and determination that all liability posed under this Agreement as to the party providing insurance has been eliminated. g. Contractor agrees and acknowledges that if it fails to obtain all of the insurance required in this Agreement in accordance with the requirements herein, or to obtain and ensure that the coverage required herein is maintained by any subcontractors or others involved in any way with the Project, Contractor shall be responsible for any losses, claims, suits, damages, defense obligations, or liability of any kind or nature attributable to the City, and/or their officers, employees, servants, volunteers, agents and independent contractors.

Item Number: 3.

Page 86 of 459 ends

5. Insurance Documentation
a. Contractor shall provide certificates of insurance with original endorsements to the City as evidence of the insurance coverage required herein.

Certificates of such insurance shall be filed with the City on or before commencement of performance of this Agreement. Contractor shall ensure that the most current certification of insurance shall be delivered to the City at all times until completion of performance and acceptance by the City.
b. Notwithstanding any inconsistent statement in any required insurance policies or any subsequent endorsements attached thereto, the comprehensive general liability and commercial vehicle liability policies shall bear endorsements whereby it is provided that the City, and its officers, employees, servants, volunteers, agents and independent contractors are named as additional insureds. Additional insureds shall be entitled to the full benefit of all insurance policies in the same manner and to the same extent as any other insureds and there shall be no limitation to the benefits conferred upon them other than policy limits to coverages.
c. Contractor shall require the carriers of all required insurance policies to waive all rights of subrogation against the City, and their officers, employees, servants, volunteers, agents and independent contractors.
d. Each policy required herein must be endorsed to provide that the policy shall not be cancelled or non-renewed by either party, or reduced in coverage or limits (except by paid claims) unless the insurer has provided the City with at least thirty (30) days prior written notice of said cancellation, non-renewal, or reduction, with the exception that only ten (10) days prior written notice shall be required in the event of cancellation for nonpayment of premium.
e. All insurance policies required to be provided by Contractor or any other party must be endorsed to provide that the policies shall apply on a primary and noncontributing basis in relation to any insurance or self-insurance, primary or excess, maintained or available to the City, and their officers, employees, servants, volunteers, agents and independent contractors.

6. Security
a. Contractor shall, concurrently with the execution hereof and to the extent not already completed, furnish a payment bond at no expense to the City, in substantially the same form as that attached hereto and made part hereof as Exhibit “B,” in an amount equal to One Million Seven Hundred Twenty Three Thousand, One Hundred Dollars and No Cents ($1,723,100.00), as security of the payment of all persons performing labor and furnishing materials in connection with this Agreement. To be acceptable, the surety company must be authorized to do business and have an Item Number: 3.

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agent for service of process in California, be on the accredited list of the United States Treasury Department, and have an "A" policyholder's rating and a financial rating of Class V, or better, in accordance with the current Best's Rating. b. Contractor shall, concurrently with the execution hereof and to the extent not already completed, furnish a performance bond at no expense to the City, in substantially the same form as that attached hereto and made part hereof as Exhibit “C,” or deposit an amount with the City equal One Million Seven Hundred Twenty Three Thousand, One Hundred Dollars and No Cents ($1,723,100.00), as security for the faithful performance of this Agreement. To be acceptable, the surety company must be authorized to do business and have an agent for service of process in California, be on the accredited list of the United States Treasury Department, and have an "A" policyholder's rating and a financial rating of Class V, or better, in accordance with the current Best's Rating.
c. The surety on any and all bonds and the form thereof shall be satisfactory to the City Attorney.

7. Compensation; Payments
a. Contractor shall be paid compensation not to exceed One Million Seven Hundred Twenty Three Thousand, One Hundred Dollars and No Cents ($1,723,100.00), for the services rendered by Contractor pursuant to this Agreement, including profit, labor and materials.
b. Contractor shall invoice the City for the performance of the services under this Agreement in the amount agreed upon by the parties herein. Subject to the retention provisions below, Contractor shall be paid the amount specified in the invoice within 30 days of receipt by the City, provided that the services reflected in the invoice were performed to the reasonable satisfaction of the City in accordance with the terms of this Agreement.
c. Pursuant to Public Contract Code section 9203, the City shall retain no less than five percent of the compensation to be paid to Contractor which shall be released to the Contractor no later than sixty (60) days from the date of the City's acceptance of the work pursuant to this Agreement.

8. Extra Work and Change Orders
Extra work and change orders shall become a part of this Agreement once the extra work or change order is approved in writing and signed by the City and Contractor, prior to the commencement of any extra work or change in work covered by the change order. The City’s form change order shall be used for both extra work and a change in work. The change order must describe the scope of the extra work or change in work, and the cost to be added or subtracted from this Agreement. The City shall not require Item Number: 3.

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Contractor to perform any extra work or a change in work without written authorization.

A change order shall not be enforceable against the City unless the change order complies with this provision.

9. Term
Contractor will perform the services set forth in the Scope of Services and in any approved change orders pursuant to section 1 of this Agreement, the term of which shall commence as of September 2, 2025, and shall expire one year following the City's acceptance of the work pursuant to this Agreement.

10. Independent Contractor
Contractor shall at all times during the term of this Agreement perform the services described in this Agreement as an independent contractor, and hereby waives any claims for any compensation or benefits afforded to City employees and not to independent contractors.

11. Civil Code Section 1542 Waiver
a. Contractor expressly waives any and all rights and benefits conferred upon it by the provisions of section 1542 of the California Civil Code which reads as follows:
“A general release does not extend to claims which the creditor or releasing party does not know or suspect to exist in his or her favor at the time of executing the release and that, if known by him or her, would have materially affected his or her settlement with the debtor or released party.”
b. This waiver shall be effective as a bar to any and all actions, fees, damages, losses, claims, liabilities and demands of whatsoever character, nature and kind that are known or unknown, or suspected or unsuspected, including, without limitation, claims of entitlements under the California Public Employees’ Retirement System (CalPERS) that are only afforded to employees and not independent contractors. Contractor further represents and warrants that it understands this waiver and that if it does not understand this waiver, it shall seek the advice of a qualified attorney before executing this Agreement.
_____
Initials

12. Acceptance of Work
Acceptance of the work shall be by action of the City Council or its designee.

Neither the acceptance nor prior inspections or failure to inspect shall constitute a Item Number: 3.

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waiver by the City of any defects in the work. From and after acceptance, the work shall be owned and operated by the City. As a condition to acceptance, Contractor shall certify to the City in writing that all of the work has been performed in strict conformity with this Agreement and that all costs have been paid, satisfactory to the City, guaranteeing such performance.

13. Warranty
a. In addition to Contractor's other obligations under this Agreement, Contractor warrants all work and materials to be of good quality and fit for the purpose and intended use. Contractor shall also repair, replace and restore any other work which is displaced in correcting defective work as well as other portions of the work which the City by reason of such defects reasonably suspects may also be defective. In the event of a failure to commence with the compliance of above-mentioned conditions within seven calendar days after being notified in writing or failure to diligently pursue such compliance to completion, the City is hereby authorized to proceed to have the defects repaired and made good at the expense of Contractor who hereby agrees to pay the cost and charges therefor immediately on demand. b. If, in the opinion of the City, nonconforming work creates a dangerous condition or requires immediate correction or repair to prevent further loss to the City or to prevent interruption of operations, the City shall attempt to give the Contractor notice.

If Contractor cannot be contacted or does not comply with the City’s request for correction within a reasonable time as determined by the City, the City may proceed to make such correction or provide such repair. The costs of such correction or repair shall be charged against Contractor, who agrees to make payment for said costs upon demand. Corrective action by the City will not relieve Contractor or Contractor's sureties or insurers of the guarantees and indemnities of this Agreement. c. This section does not in any way limit the City’s remedies available under the law, or the guarantee on any items for which a longer guarantee is specified or on any items for which a manufacturer or supplier gives a longer guarantee period.

Contractor agrees to act as a co-guarantor with such manufacturer or supplier and shall furnish the City all appropriate guarantees or warranty certificates upon completion of the project. No manufacturer's guarantee period shall in any way limit the liability of Contractor or Contractor's sureties and insurers under the indemnity or insurance provisions of this Agreement.

14. Indemnification
a. To the furthest extent allowed by law including California Civil Code section 2782, Contractor shall indemnify, hold harmless and defend the City and each of its officers, officials, employees, agents and volunteers from any and all loss, liability, fines, penalties, forfeitures, costs and damages (whether in contract, tort, or strict Item Number: 3.

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liability, including but not limited to personal injury, death at any time and property damage) incurred by City, Contractor, or any other person, and from any and all claims, demands and actions in law or equity (including attorney’s fees and litigation expenses), arising or alleged to have arisen directly or indirectly out of performance of this Contract.

Contractor’s obligations under the preceding sentence shall apply regardless of whether City or any of its officers, officials, employees, agents or volunteers are passively negligent, but shall not apply to any loss, liability, fines, penalties, forfeitures, costs or damages caused by the active or sole negligence, or the willful misconduct, of City or any of its officers, officials, employees, agents or volunteers.

If Contractor should subcontract all or any portion of the work to be performed under this Contract, Contractor shall require each subcontractor to indemnify, hold harmless and defend the City and each of its officers, officials, employees, agents and volunteers in accordance with the terms of the preceding paragraph.

This section shall survive termination or expiration of this Contract.

15. Default
a. Failure or delay by any party to this Agreement to perform any material term or provision of this Agreement shall constitute a default under this Agreement; provided however, that if the party who is otherwise claimed to be in default by the other party commences to cure, correct or remedy the alleged default within fifteen days after receipt of written notice specifying such default and shall diligently complete such cure, correction or remedy, such party shall not be deemed to be in default hereunder. b. The party which may claim that a default has occurred shall give written notice of default to the party in default, specifying the alleged default. Delay in giving such notice shall not constitute a waiver of any default nor shall it change the time of default; provided, however, the injured party shall have no right to exercise any remedy for a default hereunder without delivering the written default notice, as specified herein. c. Any failure or delay by a party in asserting any of its rights or remedies as to any default shall not operate as a waiver of any default or of any rights or remedies associated with a default.
d. In the event that a default of any party to this Agreement may remain uncured for more than fifteen days following written notice, as provided above, a "breach" shall be deemed to have occurred. In the event of a breach, the injured party shall be entitled to seek any appropriate remedy or damages by initiating legal proceedings.

16. Licenses, Certifications and Permits
Contractor represents that it has obtained and will maintain at all times during the Item Number: 3.

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term of this Agreement all professional and/or business licenses, certifications and/or permits necessary for performing the services described in this Agreement.

17. Labor Laws, Prevailing Wages
a. All work or services performed within the State of California pursuant to this Agreement by Contractor, Contractor’s employees and independent contractors, or Contractor’s subcontractors and its subcontractors’ employees and independent contractors shall be performed by individuals lawfully permitted to perform such work or services in the State of California and/or the United States of America pursuant to all applicable State and/or Federal labor laws, rules and regulations including, but not limited to, any State or Federal law, rule or regulation prohibiting the employment of undocumented workers or any other person not lawfully permitted to perform said work or services in the State of California or the United States of America. b. Contractor represents that it is an equal opportunity employer and shall not discriminate against any subcontractor, employee, or applicant (“person”) for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age or sexual orientation. Unless otherwise permitted under the law, Contractor shall not refuse to hire or employ any such person or refuse to select any such person for a training program leading to employment, or bar or discharge any such person from employment or from a training program leading to employment, or otherwise discriminate against any such person in compensation or in terms, conditions, or privileges of employment. c. Contractor and all of Contractor’s subcontractors, if any, shall pay each employee engaged in all applicable trades or occupation not less than the prevailing hourly wage rate for work of a similar character in the locality in which the public work is performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work. In accordance with the provisions of Section 1770 of the California Labor Code (“Labor Code”), the Director of Department of Industrial Relations of the State of California has determined the general prevailing rates of wages and employer payments for health and welfare, pension, vacation, travel time, and subsistence pay as provided for in Labor Code Section 1773.8, apprenticeship or other training programs authorized by Labor Code Section 3093 and similar purposes applicable to the work to be done. Said wages are available through the California Department of Industrial Relations’ Internet website at http://www.dir.ca.gov/dlsr/PWD/index.htm and are on file at City Hall, as provided in Section 1773.2 of the Labor Code. Said rates shall be posted at the Project site where work is to be performed, in accordance with Labor Code Section 1773.2. Contractor shall access a copy of the wage rate determination and shall make all subcontractors, if any, aware of the determination. As the wage determination for each craft reflects an expiration date, it shall be the Contractor’s responsibility to ensure that the prevailing wage rates of concern are current and paid.

Subject to the safe harbor provisions of Labor Code Section 1775, Contractor shall Item Number: 3.

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forfeit to the City an amount not to exceed two hundred dollars ($200) for each calendar day or portion thereof, as set by the Labor Commissioner in accordance with the terms of Labor Code section 1775, for each laborer, workmen or mechanics employed that is paid less than the general prevailing rate of wages herein referred to and stipulated for any work done under the proposed contract, by him, or by any subcontractor under him, in violation of the provisions of the Labor Code, and in particular, Sections 1770 to 1781 inclusive. Contractor and any and all or its subcontractors shall forfeit to the City twenty-five dollars ($25) for each worker employed in the performance of this Agreement for each calendar day during which the worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Section 1813 of the Labor Code. d. Contractor and all subcontractors hired to perform any work under the Project shall keep accurate payroll records, including the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each worker, in accordance with Section 1776 of the Labor Code. Payroll records shall be on forms provided by the Division of Labor Standards Enforcement (“DLSE”) or in a manner containing the same information as the forms provided by the DLSE. Failure to comply with the above may result in monetary penalties to the Contractor or affected subcontractor. Payroll records shall be verified by written declaration made under penalty of perjury, that the information contained in the records is true and correct. Contractor and any and all subcontractors shall make a certified copy of all payroll records available for inspection by DLSE, the City or any member of the public and otherwise provide certified copies of such records to any of the foregoing within ten (10) days of Contractor’s and subcontractor’s receipt of written request therefor. Failure to comply with the above may result in monetary penalties, in accordance with Labor Code Section 1776(d) and (h). e. Notwithstanding anything else to the contrary, Contractor hereby acknowledges that all contractors must be registered with the Department of Industrial Relations (“Department”) pursuant to Labor Code Section 1725.5 in order to be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any public work contract, including this Agreement, that is subject to the payment of prevailing wages. Contractor represents and warrants that Contractor is registered with the Department in the manner prescribed by the Department and has paid the requisite application fee, as required by Labor Code Section 1725.5. Moreover, prior to Contractor entering into any contracts with any subcontractor, Contractor shall obtain proof that all such subcontractors have also registered with the Department in accordance with Section 1725.5.

18. Notices
a. Any notice to be provided pursuant to this Agreement shall be in writing, Item Number: 3.

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and all such notices shall be delivered by personal service or by deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, and addressed to the parties as follows:

To the City: Daniel Porras, Deputy City Manager
City of Desert Hot Springs
11999 Palm Drive
Desert Hot Springs, CA 92240
Telephone: (760) 329-6411 x109
E-Mail: [email protected]
To Contractor: Mark Pitman
California Waters Development Inc
23311 La Palma Ave
Yorba Linda, CA 92887
Telephone: 949-528-0900
E-Mail:
b. Notices, payments and other documents shall be deemed delivered upon receipt by personal service or as of the second (2nd) day after deposit in the United States mail.

19. General Conditions
a. Severability. If any one or more of the sentences, clauses, paragraphs or sections contained herein is declared invalid, void or unenforceable by a court of competent jurisdiction, the same shall be deemed severable from the remainder of this Agreement and shall not affect, impair or invalidate any of the remaining sentences, clauses, paragraphs or sections contained herein.
b. Governing Law. The validity of this Agreement and any of its terms or provisions, as well as the rights and duties of the parties under this Agreement, shall be construed pursuant to and in accordance with California law. c. Cumulative Remedies. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the parties are cumulative and the exercise by either party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default of any other default by the other party. d. Venue. All proceedings involving disputes over the terms, provisions, covenants or conditions contained in this Agreement and all proceedings involving any enforcement action related to this Agreement shall be initiated and conducted in the Item Number: 3.

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applicable court or forum in Riverside County, California. e. Litigation Expenses and Attorneys Fees. In the event any action, suit or proceeding is brought for the enforcement of, or the declaration of any right or obligation pursuant to this Agreement or as a result of any alleged breach of any provision of this Agreement, the prevailing party in such suit or proceeding shall be entitled to recover its costs and expenses, including reasonable attorney's fees, from the losing party, and any judgment or decree rendered in such a proceeding shall include an award thereof. f. Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed to be an original.
g. Entire Agreement. This Agreement contains all of the covenants and agreements between the parties with respect to the subject matter of this Agreement, and supersedes any and all other agreements, either oral or written, between the City and Contractor. Each party to this Agreement acknowledges that no representations, inducements, promises, or agreements have been made by or on behalf of any party except those covenants and agreements embodied in this Agreement. No agreement, statement, or promise not contained in this Agreement shall be valid or binding. h. Conflicts of Interest. Contractor covenants that it does not have any interest, nor shall it acquire an interest, directly or indirectly, which would conflict in any manner with the performance of Contractor’s services under this Agreement. In the event the City officially determines that Contractor must disclose its financial interests by completing and filing a Fair Political Practices Commission Form 700, Statement of Economic Interests, Contractor shall file the subject Form 700 with City Hall, as specified under the Notice provisions of this Agreement, pursuant to the written instructions provided by the City.
i. Termination. This Agreement may be terminated by the City immediately for cause. The City may terminate this Agreement without cause upon thirty (30) days’ written notice of termination. Upon termination, Contractor shall be entitled to compensation for services performed up to the effective date of termination.

Item Number: 3.

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[REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK]
Item Number: 3.

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IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the date first written above.

CITY OF DESERT HOT SPRINGS
_______________________________
Daniel Porras, Deputy City Manager
_______________________________
Doria Wilms, City Manager
ATTEST:

_______________________________
Jerryl Soriano, CMC, City Clerk

APPROVED AS TO FORM:

_______________________________
Jennifer Mizrahi, City Attorney

CALIFORNIA WATERS

DEVELOPMENT INC

_____________________________
Item Number: 3.

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EXHIBIT “A”

SCOPE OF SERVICES

SEE ATTACHED PROPOSAL
DATED AUGUST 28, 2025
Item Number: 3.

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EXHIBIT “B”

PAYMENT BOND
We, , as Principal, and , as Surety, jo
Surety agrees that it shall pay the amounts due the persons above named and diligently perform the agreement upon Principal's default after notice and within the time specified in the agreement. If Surety fails to perform within the times specified in the agreement, Surety shall promptly on demand deposit with CITY such amount as CITY may reasonably estimate as the cost of completing all of Principal's obligations. Surety's obligation for payment herein shall extend, notwithstanding any controversy between Principal and CITY regarding Principal's failure under the agreement. Principal and Surety agree that any payment by Surety pursuant to this paragraph should be conclusively presumed between the parties herein to relieve, as demanded, Surety's obligation herein and shall be deemed proper payment as between Principal and Surety.

This bond shall insure to the benefit of any and all of the persons named in Section 9000 et seq. of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this bond.

Surety agrees that no change, extension of time, alteration, or addition to the terms of the agreement, or the work to be performed thereunder, or the plans and specifications, or any matters unknown to Surety which might affect Surety's risk, shall in any way affect its obligation on this bond, and it does hereby waive notice thereof.

Principal and Surety agree that should CITY become a party to any action on this bond, that each will also pay CITY'S reasonable attorneys' fees incurred therein in addition to the above sums.

Item Number: 3.

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Executed this _____________ day of __________________, 20___.

Seal of Corporation By______________________________
Authorized Representative of Principal
Title_____________________________
(ATTACH ACKNOWLEDGEMENT) By______________________________ Authorized Representative of Principal
Title_____________________________
Any claims under this bond may be addressed to: (check one) Surety's agent for service
of process in California: ( ) _____________________________ Surety Company
_________________________ _____________________________ Name Street Number
_________________________ _____________________________ Street Number City and State
_________________________ _____________________________ City and State Telephone Number
_________________________ _____________________________ Telephone Number
By_____________________________
Attorney in Fact or other
Representative
(ATTACH ACKNOWLEDGEMENT OF AUTHORIZED REPRESENTATIVE)
( ) _____________________________
Company Agent
______________________________
Street Number
APPROVED AS TO FORM: ______________________________
City and State
________________________ ______________________________ City Attorney
Furnish the name, address and phone number of the company agent as well as the surety company.

Sureties must be authorized to do business in and have an agent for service of process in California and be on the accredited list of the United States Treasury Department (their bonds will be limited to such amounts as would be acceptable to the Treasury Department), and otherwise meet the requirements of the agreement.

Item Number: 3.

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EXHIBIT “C”

PERFORMANCE BOND
We, , as
Principal, and , as
Surety, jointly and severally, firmly bind ourselves, our heirs, representatives, successors and assigns, as set forth herein, to the City of Desert Hot Springs (“CITY”) for payment of the penal sum of _________________________________ U.S. Dollars and No Cents ($________).

CITY and Principal have entered into an agreement, or are about to enter into the agreement attached hereto and incorporated by reference, for the construction of improvements for the property referenced in said agreement. Surety herein approves of the terms and conditions of said agreement and binds itself to faithfully perform the obligations of Principal therein if Principal fails to so perform. Surety acknowledges that the agreement herein referenced shall be that document as executed by CITY and Principal.

THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal shall in all things stand to and abide by, and well and truly keep and perform all of the covenants, conditions, and provisions in said agreement, and any alteration thereof made as therein provided, on Principal's part to be kept and performed at the time and in the manner therein specified, and shall indemnify and save harmless the CITY, CITY’S engineer, and their consultants, and each of their officials, directors, officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

Surety agrees that should it fail to take over and diligently perform the agreement upon Principal's default after notice and within the time specified in the agreement, Surety will promptly on demand deposit with CITY such amount as CITY may reasonably estimate as the cost of completing all of Principal's obligations. Surety's obligation for payment herein shall extend, notwithstanding any controversy between Principal and CITY regarding Principal's failure under the agreement should be conclusively presumed between the parties herein to relieve, as demanded, Surety's obligations herein and shall be deemed proper payment as between Principal and Surety.

Surety agrees that no change, extension of time, alteration, or addition to the terms of the agreement, or the work to be performed thereunder or the plans and specifications, or any matters unknown to Surety which may affect Surety's risk shall in any wise affect its obligation on this bond, and it does thereby waive notice thereof.

Principal and Surety agree that if the CITY is required to engage the services of an attorney in connection with the enforcement of this bond, each shall pay CITY'S reasonable attorneys' fees incurred, with or without suit, in addition to the above sum.

Item Number: 3.

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Executed this day of , 20___.

Seal of Corporation
By____________________________________
Authorized Representative of Principal
Title__________________________________
By____________________________________
Authorized Representative of Principal
Title__________________________________
(ATTACH ACKNOWLEDGEMENT OF AUTHORIZED REPRESENTATIVES)
Any claims under this bond may be addressed to: (check one) Surety's agent for service
of process in California: ( )____________________________________ Surety Company
_________________________ ____________________________________ Name Street Number
_________________________ ____________________________________ Street Number City and State
_________________________ ____________________________________ City and State Telephone Number
_________________________ ____________________________________ Telephone Number
By____________________________________
Attorney in Fact or other
Representative
(ATTACH ACKNOWLEDGEMENT OF AUTHORIZED REPRESENTATIVE)
()____________________________________
Company Agent
____________________________________
Street Number
APPROVED AS TO FORM: ____________________________________ City and State
________________________ ____________________________________ City Attorney Telephone
Furnish the name, address and phone number of the company agent as well as the surety company.

Item Number: 3.

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Item Number: 3.

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SR-25-186
City of Desert Hot Springs
City Council

AGENDA ITEM REPORT
To: City Council
Date: September 2, 2025
Department: Police Department
Prepared by: Steven Shaw, Police Chief
Subject: Award Contract with Axon Enterprises
RECOMMENDATION:

BACKGROUND:

The Desert Hot Springs Police Department currently utilizes Axon Body Worn Cameras (BWC), Axon In-Car Cameras, and Axon Tasers. In prior years, the implementation of these three systems was integrated at different times, with contracts and warranties expiring on different schedules. By purchasing a bundle package with all 3 systems, the technology is the most up to date and each system is designed to work in collaboration with each other, providing the most advanced technology.

The current warranties on the systems we have in place are either expired or set to expire within this year.

DISCUSSION:

The use of BWC’s and in-car cameras capture evidence needed in the prosecution of criminal and traffic offenses, assist in the investigation of citizen complaints, help identify training issues, and provide for the flow of information and transparency to the community we serve. Studies continue to show that body worn cameras help in decreasing litigation costs for cities, reduce citizen complaints, and reduce use of force incidents.

The Taser provides officers with a less-lethal response option, allowing officers to gain control of a resistant or aggressive individual while reducing the risk of injury to the officer and individual. The taser delivers Neuromuscular Incapacitation (NMI), which temporarily overrides voluntary muscle control, allowing an officer to safely gain compliance without having to physically restrain an individual, or use a higher level of force.

The contract with Axon will provide (37) Axon 4 Body Worn Cameras, (18) Fleet 3 In-Car Cameras for the Police Department’s patrol fleet, and (40) Taser 10 devices. Included with this bundle purchase are training, supplies, unlimited Cloud storage and a warranty.

FISCAL IMPACT:

Item Number: 4.

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SR-25-186
The fiscal impact totals $620,524.91 for the five-year contract. Year One total cost is $122,245.56.

Year Two through Year Five total cost is $124,569.85 per year. By bundling the three operating systems, the department will benefit from savings cost of $35,666.65 per year, for total savings of $178,333.24 over the five-year contract. Contract costs for year one and year two are included in the adopted budgeted for FY25/26 and FY26/27. Years three through five will be budgeted in those respective years.

STRATEGIC ALIGNMENT:

This initiative supports the following goals of the City's Strategic Plan:

Goal 4: Public Safety - Staffing and Community Policing Enhance the quality of life for our residents and staff by establishing appropriate law enforcement staffing levels and implementing community policing initiatives.

Goal 11: Financial and Operations
Continue to provide fiscally sound operations via the ongoing evaluation of city processes and operational needs to maximize efficiency, streamline processes and eliminate bureaucracy, when possible, to deliver outstanding customer service and professionalism in all interactions with residents and the public.

ATTACHMENTS:

Axon proposal
Item Number: 4.

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5 -Y E A R Q U O T E S U M M A R Y
B O D Y C A M E R A S / T A S E R S W I T H A X O N F L E E T 3 F O R

D E S E R T H O T S P R I N G S P O L I C E D E P A R T M E N T Prepared By: Adam Smith, Account Executive
Email: [email protected]
Phone: 480-463-220 1
17800 Nor th 85th Street
Scottsdale, AZ 8 5255
Item Number: 4.

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1 EXECUTIVE OVERVIEW
With Axon’s Body Cameras/TASERs with Axon Flee t 3, Desert Hot Springs Police Department will gain access to a seamlessly integrated ecosystem of connected hardware and software.

Designed to work together, these solutions help better support operati ons, streamline collaboration, and improve dat a management—wh ile reinforcing safety and security across your organization.

By bundling these solutions into a single, cost-e ffe ctive package, Desert Hot Springs Police Department will have the essential tools to increa se transparency, streamline workflows, and drive productivi ty—all while fostering a safer, more connected environ ment.

Choosing a bundled investment over ind ividual pur chases provides significant value, with Desert Hot Springs Police Department saving $$17 8,333.2 4 over a 5 -year contrac t.

For your convenience, we have also included a lin k to our Master Services and Purchasing Agreement for you to review.

If you have any questions regarding our solut ions or pricing, please contact:

P O I N T O F C O N T A C T
Adam Smith
Account Executive
480-4 63-2 201
[email protected]
We look forward to partnering with Desert Hot Spr ings Police Department to strengthen your workflows by integrating our technol ogy into your daily operat ions.

Item Number: 4.

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2 COST OVERVIEW

C O N T R A C T L E N G T H A N D R E F R E S H E S
Program Length 5 Years
Refresh Schedule
Axon Body-Worn Cameras – 30 and 60 Mon ths
Axon Docks – 30 and 60
VR Headset and Tablet Refresh – 60 Months

B I L L I N G S C H E D U L E
Year 1 $122,2 45.5 6
Year 2 $124,5 69.8 5
Year 3 $124,5 69.8 5
Year 4 $124,5 69.8 5
Year 5 $124,5 69.8 5

S A V I N G S O V E R V I E W
Estimated Savings per Year $35,66 6.65
Total Savings Offered $178,3 33.2 4

T O T A L
Total Program Cost $600,0 00.0 0
Estimated Total w/ Tax $620,5 24.9 1
Item Number: 4.

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3 STORAGE OVERVIEW
With the collection of Desert Hot Springs Police Department’s digital evi dence on the rise, having access to a highly scalable cloud -stor age solution capable o f housing both A xon and non-Axon da ta is of the u tmost import ance. Especially when you need a rel iable storage array to quickly access, manage, and share your data. With our proposed soluti on, Axon is offering Desert Hot Springs Police Department the following storage amounts so your dat a is available al l from one place.

A V A I L A B L E S T O R A G E B R E A K D O W N

L I C E N S E T I E R S T O R A G E A M O U N T
Axon Evidence Storage Unlimited
Item Number: 4.

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4 SOLUTION DELIVERABLES
Axon’s Body Cameras/TASERs with Axon Fleet 3 bu ndles hardware, software, accessories, training programs, 24/ 7 customer support, equipm ent refreshes, and warranties together to help equip your officers with the solu tions they ne ed. Whether easing your administrative burden back at the sta tion or pro t ecting your of fic ers in the field, Desert Hot Springs Police Department will receive the following program fea tures and products to help you meet your goals.

HARDWARE COMPONENTS

E N E R G Y W E A P O N S
40 T A S E R 10 E n er gy Weap on s
49 T A S E R 10 B atter y P acks
40 T A S E R 10 S afar ilan d Holster s
40 R igh t-Han d
1 T A S ER 10 Dock an d 1 Wall M ou n t
T A SE R 10 Car tr id ges an d M agazin es
In clu d es Live, Du t y, an d HA LT Car tr id ges
In clu d es Live, Du t y, T r ain in g, an d HA LT M agazin es In clu d es Live Du t y R ep lacem en t Car tr id ge P r ogr am 1 HA LT S u it
1 HA LT T ar ge t an d T ar get F r ame

B O D Y - W O R N C A M E R A S
37 A x on B od y -Wor n Cam er as
5 A x on B od y -Wor n Cam er as Docks, 5 Wall M ou n ts, an d A ccessor ies 41 A x on B od y -Wor n Cam er a M ou n t p er Cam er a

IN - C A R C A M E R A S Y S T E M S
18 A x on F leet 3 Cam er a K its
18 Cr ad lep oin t IB R 900 Rou ter s
18 A x on S ign al Un its
18 A ir gain A n ten n as
18 A x on F leet S IM Car d s

V R T R A I N I N G
1 VR Head sets an d Con tr oller K its
1 Han d h eld T ab lets an d Cases
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5 1 Han d gu n VR Con tr oller s
1 T A S ER E n ergy Weap on VR Con tr oller s w / Holster s T actical C ar r y B ags
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6 SOFTWARE COMPONENTS

E N E R G Y W E A P O N S
40 A x on E vid en ce T A S ER 10 Licen ses

IN - C A R C A M E R A S Y S T E M S
18 A x on F leet 3 In-Car S ystem Licen ses
18 A x on F leet 3 A LP R Licen ses
18 Device Con n ectivi ty Li cen ses
18 A x on F leet 3 Un lim ited S tor age Licen ses

V R T R A I N I N G
40 VR T A S E R 10 User A ccess Licen ses
In clu d es Com m u n ity E n gagem en t T r ain in g, S im u lator T rain in g, vR B T Live A ction T r ain in g, A I Ver b al S kills T r ain in g, an d T A S E R A r en a

D E M S
4 A x on E vid en ce P r o Licen ses
37 A x on E vid en ce Un lim ited S tor age Licen ses ( A x on Da ta O n ly)

TRAINING AND SUPPORT
A x on F u ll-S er vice Dep loym en t
In-Car Cam er a S ystem Veh icle In sta llation s
E n er gy Weap on F u ll-S er vice Dep loym en t w / In str u ctor T r ain in g A x on A cad em y O n lin e T r ain in g Con ten t

ENERGY WEAPON VOUCHERS
T A SE R 10 M aster In str u ctor S ch ool Vou ch er s T A SE R In str u ctor Cour se Vou ch er s

WARRANTIES AND REFRESHES
F ive-Y ear T AS ER 10 Han d le, B atter y, an d Doc k E x ten d ed War r an ties F ive-Y ear B od y -Wor n Cam er a an d Dock War r an ties B od y-Wor n Cam er a an d Dock R efr esh es
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7 In-Car Cam er a S ystem s R efr esh
VR Head set an d T ab let R efr esh es
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8 DETAILED SOLUTION OVERVIEW
When deployed together, the solutions included in Officer Safety Plan 1 0 Premium with Axon Fleet 3 work as a connected system to help p romote safety, efficiency, and operation al effectiveness. The following section provides detailed overviews of each solution, outl ining their key capabil ities and benefi ts.

TASER 10 ENERGY WEAPON
The TASER 10 energy weapon is designed to provide a less-lethal response option, allowing users to gain control of a resistant or aggressive individual while reducing the risk of injury. The device delivers Neuromuscular Incapacitation (NMI ), which tempora rily overrides voluntary muscle control, enabl ing users to safely gain compliance without relying on p ain compliance techniques.

Built for rugged performance, the TASER 10 featur es a high -impact polymer housing, is IP67 - rated for dust and water resistance , and has been drop-tested from five fee t to withst and demanding environments. With a five - year useful l ife, it is a durable and reliable de - escalation tool in a varie ty of opera tional set tings.

The TASER 10 introduces a single -probe firing system, giving users greater control over probe placement and target ing accuracy. Equipped with 10 indiv idually targeted probes, the device provides up to nine addit ional oppor tunitie s to complete a circuit if an ini tial probe misses. Once two probes successfully connect, an electrical charge is delivered, temporarily incapacitat ing muscle function and a llowing for sa fer resolution of encounters.

T A S E R 1 0 I N U S E
The TASER 10 energy weapon provides multiple opportunities to ga in compliance from a safe distance, whether through its warning alert or pro be deployment. Users can first attempt to de-escalate a situat ion by act ivating the warning a lert, which emits a bright pulsing light and an audible sound. The two together serve as a deterrent, signaling intent to deploy, making it clear the energy weapon is unholstered, and givi ng individuals a chance to comply before force is needed.

If the situat ion requires further act ion, users can deploy probes one at a time to establish control from a dist ance. Each probe is fired indivi dually, allowing users to adjust aim and placement as needed. Once two probes make contact, an electrical c ircui t is completed, enabling a controlled response to gain compl iance .

The TASER 10 energy weapon supports engagement at mul tiple distances, providing users with flexibil ity based on the env ironment and threat level. A 0 -foot minimum range allows for safe deployment in close quarters, while a 4 5 -f oot maximum range provides gr eater distance and additi onal t ime to assess a situation before engaging. Whether using the warning alert to encourage volun tary compliance or deploying probes to establish control, the TASER 10 energy weapon gives users measured options to resolve encount ers safely while reducing the need for higher levels of force.

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9 T A S E R 1 0 A F T E R U S E
When it is time to recharge and off load da ta, users can dock the TASER 10 energy weapon to recharge, upload device logs to Axon Evidence, an d receive firmware updates. Docking stations are avail able in 1-b ay and 6 -bay configura tions, accommodating dif feren t layou ts and operational setups.

Once the TASER energy weapon data is uploaded, administrators can moni tor usage, track system status, and manage assigned devices. Administrators can also verify f irmware versions, access audit trails, and confirm tha t eac h TASER 10 energy weapon remains updated and ready for deplo yment.

D A T A - D R I V E N I N S I G H T S W I T H T R E N D TREND gives administrators real-time access to TASER energy weapon data, allowing them to track depl oyments, monitor trends, and evaluate program effec tiveness. Self-s ervice dashboards provide a clear view of when and how TASER energy weapons are used, helping administrators assess impact and identify areas for improvemen t.

By reviewing force avoidance cases, administrator s can see where de -escalation efforts were successful, reinforcing accountability and guid ing training decisions. Tracking deployment success rates and injury trends allows for policy refinement and resource planning. With actionable insights, TREND can help administrator s improve TASER energy weapon programs, strengthen safety efforts, and support transparen cy initia tives.

F E A T U R E S A N D B E N E F I T S
0-FOOT MINIMUM RANGE – Enables close-quarters deployment, allowing users to stop a threat within personal space.
45-FOOT MAXIMUM RANGE – that creates more ti me and space to de -escalate and resolve conflicts
10-SINGLE PROBE CARTRIDGES – that provide users with nine opportunities t o achieve an effective connection leading to NMI
INDIVIDUALLY TARGETED PROBES – that allow users to place each probe with precision and accuracy, and create their own spre ad from close or long range ANY PROBE CONNECT TECHNOLOGY – that uses a spread optimizer to energize up to four probes at once
INTEGRATION WITH AXON VR TRAINING – to help improve TASER energy weapon proficiency, use-of-force decision-mak ing, and con fidence under stress DAYLIGHT GREEN LASER – that improves accuracy while aiming from varying distances A CENTRAL INFORMATION DISPLAY – on the back of the energy weapon that provi des information on the status of the weapon, cartridg e information, and the bat tery’s status
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10 AXON BODY 4
The Axon Body 4 is built to capture clear, admissib le video and audio evidence in a variety of environments. It supports four configurable resolutions, from 480p to 14 40p, all owing users to balance video quality with stor age needs. Low -light and clear fra me technology helps maintain visibi lity in challenging condit ions, allow ing the camera to capture details as they appear in the moment.

For high-fideli ty audio, the Axon Body 4 features f our built-in microphones strategically placed within the device . These work alongside advanced audio processing to record clear speech and environmental sounds, preserving important deta i ls in every interaction.

A X O N B O D Y 4 I N U S E
The Axon Body 4 is designed for intuiti ve operatio n, allowing users to quickly capture critical evidence. Seven stra tegically pl aced butto ns provide direct access to essential functions, including start ing and stopping recordin gs, adjusting volume, switchi ng modes, checking device status, and powering the camera on or off. Two programmable buttons offer additional cust omization, giv ing organizations the flexibili ty to tailor the device to their specific needs.

To reinforce recording awareness, the Axon Body 4 provides multiple visual, audio, and haptic cues, allowing users to quickly assess the camera’s status while focusing on their tasks and interactio ns. For example, when the cam era is recording, both the fro nt-facing LED and the Camera Display emit a blinking red l ight, accompanied by a vibr ation and beeping sequence that aligns with the mode of op eration. These sensory indicators not only provide real-time sta tus updates to the user but al so create awareness of the camera’s presence among those nearby. This heightened awareness can influence behavior, promote more constructive interact ions, and contribu te to safer outcomes simply by reinforcing the understanding that ac tions are being documented.

After a recording is complete, on -camera ca tegori zation allows users to tag foo tage with pre-defined retention ca tegories before upload. T his helps streamline post -event workflows by organizing evidence at the moment of capture.

D E V I C E C O N N E C T I V I T Y W H I L E I N U S E Axon Body 4 is a ful ly connected device, designed to support real -time operations, communication, and situ ationa l awareness. With built-in LTE and Wi-Fi connectiv ity, the camera continuously transmits l ive data—includin g location, sta tus, alerts, and active livestreams—back to A xon’s real-time opera tions systems. This connection is mostly passive, meaning users do not need to take any action f or t heir camera’s status and alerts to appear on the Axon Fusus Map. Authorized personnel can then monitor unfo lding events in real time, gaining immediate si tuation al insights witho ut disrupting the user’s workflow.

For direct engagement, Watch Me and Bi-Direct ion al Communicat ion allow users to active ly request support. With Watch Me, a user can notify connected viewers to open a livestream, Item Number: 4.

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11 while Bi-Directional Communica tion enables hands-free voice contact wi th supervisors, translators, or other support roles.

A X O N B O D Y 4 A F T E R U S E
After active use, users can quickly off load foo tage by placing the Axon Body 4 int o a docking station. Whether on a desk or wall-mou nted, the d ocking station f acilit ates a secure and automated transfer to Ax on Evidence, clearing storage for future recordin gs. At the same time, the camera charges and receives firmware updates, keeping it up to d ate with the latest features and performance enhancements. O rganization -defined set tings are also updated during this process, helping to maint ain c onsistency across devices and readying the Axon Body 4 for the nex t deployment.

F E A T U R E S A N D B E N E F I T S
RUGGED, TESTED DESIGN – Built to withstand impa cts and harsh environments, meeting Ingress Protection Rating, MIL -STD Defense, and Impact Certi ficat ion standards.
AES-256-XTS FULL -DISK ENCRYPTION – Helps protect recorded evidence from unauthorized access.
LONG-LASTING BATTERY – Provides approximately 13 hours of bat tery life per charge under normal operations.
LARGE INTERNAL STORAGE – Provides 128 GB of st orage to house captured video fi les. VERSATILE MOUNTING SYSTEM – Securely attaches to uniforms, helmets, belts, and other equipment for f lexible placemen t.
BUILT-IN CONNECTIVITY – Enables real-time notific ations, GPS track ing, Wi-Fi updates, and secure livestreaming over LTE and Wi-Fi connections. AXON SIGNAL TECHNOLOGY – Communicates with Axon-connected devices to begin a recording when certain actions are detected, such as a user arming a TASER energy weapon.
CONFIGURABLE PRE -EVENT BUFFER – Captures up to two minutes of video before a recording begins.
IN-FIELD EVIDENCE OFFLOAD – Allows users to wirelessly send select evidence files directly from the camera to Axon Evidence.

AXON EVIDENCE
Axon Evidence is a scalable, cloud -based DEMS, which stores all digital evidence in a centralized, secure system. Axon Evidence integrates with the entire Axon Ecosystem of devices and applica ti ons, so your users and administrators can use its suite of features to easi ly store, organize, and view data and evidence. On top of that, A xon Evid ence includes easy -touse case-building tools and sharing workflows that allow users to build cases out of the evidence stored in the system. Once built, these cases can then be shared both interna lly and with e xter nal partners.

U N L I M I T E D S T O R A G E
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12 Our Officer Safety Plan 10 Premium with Axon Fleet 3 provides unlimited storage for all evidence, including Axon-generated footage, third-party video, and other digital files stored in Axon Evidence. With no storage limits, overages, or additional fees, your organization can rely on Axon Evidence as a single, secure destination for managing critical evidence, offering seamless access and long -term retention withou t constraints.

A X O N E V I D E N C E M A N A G E M E N T A N D W O R K F L O W S Personnel in a variety of roles can use Axon Evide nce as the centralized system for uploading, storing, managing, searching, and orga nizing evidence —both captured vi a devices in the Axon Ecosystem and gathered from o ther, t hird -party sources.

Each user of Axon Evidence has their actions and c apabilities within the system determined by role-based access permissions defined by administrators. These permissions are reflected within the system’s dynamic user interface. For ex ample, an Admin user will most likely have access to more tools and actions th an tha t of a Basic user. Depending on those permissions, a user’s experience in the system will vary. Providing user access to only the tools necessary to complete their du ties in Axon E vidence creates a cleaner workspace with fewer distractions.

S E A R C H I N G A N D M A N A G I N G E V I D E N C E The search functionality in A xon Evidence is designed to reduce the time i t takes t o locate an evidence file. The search interface offers an int uitive and customizable design th at allows users to quickly navigate the search fields a nd filters to fi nd exact l y what they are looking for.

Axon Evidence also supports bulk action cap abili ti es that can save users time when managing the system and their evidence. For e xam ple, instead of going int o the video pl ayer interface to perform ac tions on an ind ividual vide o, Axon Evidence supports bulk actions that can be performed on one or m any selected vi deos within the search results, which can save time when managing multiple pieces of evide nce.

W O R K I N G W I T H E V I D E N C E
While working with evidence, users will review and playback video and audio with our bui lt - in media player. With basic con trols that allow a u ser to play, stop, rewind, fast forward, and control the speed at which evidence fi les are played, users can quickly and thoroughly review their evidence.

While reviewing evidence from the View Evidence page, your users can also:
CREATE CLIPS AND MARKERS to focus on or separate certain parts of a video CREATE REDACTIONS with powerful AI that helps d etect and mask common objects such as license plates, MDC screens, and faces
VIEW METADATA OVERLAYS that display importan t information such as the time, date, agency name, and evidence ID
ADD METADATA, TAGS, NOTES, AND CATEGORIES to the evidence file SHARE EVIDENCE FILES with other users or external partners ACCESS, DOWNLOAD, AND SHARE THE AUDIT TRAIL to review actions taken on the evidence
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13 VIEW LOCATION DATA AND AUTOMATED TRANSCRIPTIONS that may be associated with the evidence file

C O N T R O L L I N G A C C E S S T O E V I D E N C E
Axon Evidence governs access to stored informatio n through agency -defined access control settings and configurations. Admin istrators will cr eate roles for different users that dicta te levels of access. Each Axon Evidence user will then be assigned one of t hese roles, which determines if they do or do no t have access to par ticular DEMS features and func tions, as well as evidence. Administrators can also create c ases and groups to control evidence access lists and improve sharing workflows.

Additional ly, Axon Evidence provides many custom izable security features to pro tect access to evidence, including password complexity requir ements, failed login limi ts, and enforced timeout sett ings. Multi-factor au thentica tion and single sign-on options are also availab le to further secure access to Axon Evidence.

P R O T E C T I N G T H E C H A I N O F C U S T O D Y
Robust evidence, device, and user audit trails help protect the chain of custody within Axon Evidence. For peace of mind, every action taken b y your personnel when in the system is tracked and recorded in a t amperproof audi t trail .

Axon’s compliance demonstrates our commitmen t to providing a trustworthy plat form and offers Desert Hot Springs Police Department a way to understand the con trols put in pl ace to secure Axon Evidence and the data you store in it.

S E C U R I N G T H E S Y S T E M A N D E V I D E N C E Axon Evidence was designed and operate s to comply with the FBI CJIS Securit y Policy. Desert Hot Springs Police Department can be assured that your digital da ta is protec ted by a robust information security program designed to exceed t he CJIS security requirements as well as provide protection aga inst current and emerging t hreats.

Additional ly, all evidence da ta is encrypted a t rest and in transit. Robust SSL/TLS is implemented for data in transi t using TLS 1.2 with a 256 -bi t connection and Perfect Forward Secrecy. Evidence data stored at rest is encrypted with at least 2 56 -bi t AES.

A X O N E V I D E N C E M O B I L E A P P
Axon Evidence can be accessed via the Axon app fr om a mobile device. The Axon app can be particularly va luable for keeping users connected and productive during downtime —such as when waiting at an off-site locat ion. The app allo ws users to search for evide nce with predictive features for ease -of-use, and edi t evide nce metadata on the spot, helping keep information accura te and up t o date. Add itiona lly, the app supports real -time internal sharing of evidence, promoting collabora tion and f aster decision -making both in ternally and externally.

Additional ly, author ized users can access Community Request features built into the app to obtain evidence from t hird parties while main taini ng chain of custody. alongside live video feeds and connected devices.

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14 AXON VIRTUAL REALITY TRAINING
Axon VR Training is a fully wireless virtual reali ty ( VR) solution tha t transforms how users develop critica l skills when interacting with the communi ty. By immersi ng trainees in realistic, scenario-based environments, Axon VR Training provides hands-on experiences that replica te the c omplexities of real-world situat ions. This all-in-one system int egrates the HTC VIVE Focus Vision headset, VR controllers, a tablet, and integrated software into a compact, por table solut ion designed for simplicity and effectiveness. Whether training in a designated space or remote locations, Axon VR Training’s minimal hardware re quirements and quick setup reduces the need for dedicated train ing spaces or complex equipment setups.

Once the system is ready, trainees can seamlessly access core components through the headset’s intuitive in terface, enabling them to mo ve effortlessly between Community Engagement Training scenarios, Simulator Training environments, Virtual Reality -Based Training (vRBT), and TASER Arena content modules. This streamlined experience allows users to refine skills at their own pace while mainta inin g a focused and immersive training environment.

T R A I N I N G I N A C T I O N
Axon VR Training combines immersive technology with practical skil l building, provid ing trainees and trainers with a fle xible and in teractiv e training plat form. By integra ting realistic scenarios and hands-on guidance, this sol ution supports the development of decision-making, communication, and tac tical skill s in a focuse d and collaborat ive environment. Whether trainees practice independ ently or with tra iner oversight, Axon VR Training is designed to help support agencies meet their tra ining goals.  R E A L - T I M E A P P L I C A T I O N
Trainees start by grabbing their VR controllers, putting on the HTC VIVE Focus Vision headset, and stepping into a dyn amic virtua l envir onment. With free range of mot ion in small or large spaces, trainees can self-train by sel ecting scenarios or range skills they wish to develop or part icipate in trainer-led sessions. In self-guided training, pract ice Simula tor Training (Range Skills). In trai ner-led sessions, trainees collaborate within structured scenarios that trainers guide and adjust using a ta blet. Tr ainers provide real-time feedback, adapt scenarios to align with training objectives, a nd help focus the experience on skill improvement. These flexible options support conf i dence -building and skill refinemen t for various training needs.
 C O L L A B O R A T I V E T R A I N I N G
Axon VR Training integrates the roles of tra inee a nd trainer into a collabora tive learning process. While trainees engage in immersive VR scenarios, trainers use a tablet to monitor performance, provide feedback, and adap t scenarios to target specific tra i ning objectives or address skill areas.

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15 Following the session, both trainers and trainees can review AARs, which summarize session outcomes, including decision -making, communica t ion, and tact ical responses. This collaborative process fosters constructive discussions and helps traine rs and trainees focus on ways to improve performance .

T R A I N I N G M O D U L E S A N D A P P L I C A T I O N S Axon VR Training offers multiple modules to bui ld skills across communication, decision - making, and tact ical readiness:
SIMULATOR TRAINING (RANGE SKILLS) – Immerses trainees in dynamic scenarios to practice decision-making, verbal commands, and t actical responses, as well as range - specific modules for marksmanship and shooting p roficiency. TASER ARENA - An arcade-style VR game developed by Axon and designed to of fer both entertainmen t and educat ion on the basics o f TASER energy weapons, with a focus on aspects such as time, distance, and accuracy under stress.

A X O N A C A D E M Y
Axon Academy is a central ized learning manageme nt system for Axon certi ficati ons training, including TASER Operator and Instructor certifica ti ons. Access requires login via MyAxon or Axon Evidence credentials. For certi ficati on traini ng or select e -learning courses—including VR Getting Star ted and Fac ilita tor's Guides—Axon Academy allows users to self-register or register trainees on their behalf. The plat form als o provides e -learning content, tracks trainee progress, and stores training records and certifi cati ons.

ADDITIONAL SOLUTIONS
A X O N F L E E T 3
Axon Fleet 3 is an in-car v ideo system purpose-built to cap ture audio and video within and outside o f the vehicle. A xon Flee t 3 offers comprehensive evidence capture so that inciden ts are accurately documented, and policing processes become more efficient and purposeful. Evidence captured by the system is stored on the Axon Fleet Hu b and offl oa ded to Axon Evidence via LTE or Wi-Fi connections. The system also leverages Automatic License Plate Recognition (ALPR) technology to quick ly gather in formation t ied to pl ate reads. Axon Fleet 3 also comes equipped with Axo n Signal technology to remotely start a recording i f a part icular acti on is taken or a device is engaged.

A X O N F L E E T 3 I N U S E
Vehicles equipped with Axon Fleet 3 can capture c lear and admissible evidence from two cameras—including a front-facing Dual-View camera and rear-facing Interi or Camera—bo th with four configurable resolutio ns from 480p to 1 080p.

The Dual-View Camera supports a Panoramic mode with a 5:2 aspect rat io. This aspect ratio lessens the view of the vehicle’s hood—as well as the sky—when recording, which helps capture a wider view of events happening in front of the vehicle. The camera use s two builtItem Number: 4.

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16 in image sensors and auto-exposure capabilit ies to record high-quality v ideo in all conditions ranging from dim twil ight to br ight dayl ight. This technology helps the camera adjust to a variety o f light ing environments as the patrol vehicle moves, including traveling through tunnels and parking garages. Addi tionally, the use of motion blur technology helps to c learly capture fast-moving objects, which is especially useful when using our ALPR technology to scan license plates in the flow of tr a ffic.

The Interior Camera captures video in fu ll color du ring daylight operat ion and au tomatica lly transitions to cap ture video in in frared at nigh t. This infrared technology enables video recording even in total d arkness, helping capture activity taking pl ace within the vehic le ’s cabin. The Interior Camera has a set aspect ra tio o f 4:3, which allows the camera to cap ture video evidence of the back cab in, from door-to-do or, and above an occupant's head to below their knees.

Each Axon Fleet 3 camera leverages a multi-micro phone setup. The Dual-View Camera has three built-in m icrophones, and the Interior Came ra has two built-in m icrophones. With these multiple integra ted microphones, Axon F leet 3 can make the most ef fective use of Axon’s audio algori thm—developed in par tnership with Nokia—which dramatic ally improves captured audio. Comb ining Nokia -OZO’s Audio Foc us and Audio Windscreen technology with our audio algorithm he lps to improve the cl arity o f speech and reduce unwanted environmental noise in a var iety of recording envi ronments.  E A S E O F U S E T H R O U G H A X O N F L E E T D A S H B O A R D The Axon Fleet Dashboard applica tion—designed f or an in-vehicle MDC—can be used t o control and support A xon Fleet 3 in -car cameras. A xon Fleet Dashboard al lows users to start and stop camera recordings, play recorded videos, add metadata to videos, and of fload evidence directly from the vehicle. Additi onally, t he Axon Fleet Dashboard supports user interactions with A xon Flee t 3’s built-in ALPR capabilities, which include receiving and responding to vehicle hotlist n otific ations.

Once signed in to Axon Fleet Dashboard, users can interact with and n avigate f our main pages:
DEVICES – Users can review camera status, manual ly start and stop a camera recording, and watch live views from connected in -car and body-worn cameras. VIDEOS – Users can review and add metadata t o vi deos, position videos for priority upload, and check the uplo ad status of vi deos.
ALPR – Users can view and interact with ALPR system notificat ions and responses. SETTINGS – Users can review vehicle, user, and system informati on, pair with and change body-worn camera settings, and sign out o f the applica tion.

Axon Fleet Dashboard also supports the abili ty for two users to be signed into the same session at once. Any video evidence recorded when two users are signed in will have dual ownership when evidence is uploaded to Axon Evidence, thus allowing both users to access and manage the captured evidence.
 D E V I C E C O N N E C T I V I T Y W H I L E I N U S E Axon Fleet 3 is a full y connected in -car system, de signed to support real-time opera tions, communication, and situ ationa l awareness. With built-in LTE connectivity, the Dual-View Camera continuously transmits live da ta—includin g location, sta tus, alerts, a nd active Item Number: 4.

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17 livestreams—back to A xon’s real-time opera tions systems. This connection is mostly passive, meaning users do not need to take any action f or t heir camera’s status and alerts to appear on the Axon Fusus Map. Authorized personnel can then monitor unfo lding e vents in real time, gaining immediate si tuation al insights witho ut disrupting the user’s workflow.

A X O N F L E E T 3 A F T E R U S E
When not in use, Axon Fleet 3 remains connected to Axon Evidence through an in-vehicle Cradlepoint router, enabling automatic evidence uploads. Video footage stored on the Axon Fleet Hub—the vehicle’s onboard storage system—is transferred via LTE or Wi-Fi, helping reduce manual upload steps and facilitating the availability of evidence to Axon Evidence administrators and supervisors.

F E A T U R E S A N D B E N E F I T S
A DURABLE DESIGN – Tested to meet/pass the Ingress Protection Rating, MIL -STD Defense, and Impact Certified stand ards, and can withstand impacts and opera te in a range of temperatures.
CONTINUOUS SYSTEM POWER FROM THE VEHICLE’S ENGINE – Keeps the system running while the ignition is switched on and inc lu des a backup battery providing up to 30 minutes of power after the igniti on is turne d off. BUILT-IN ALPR CAMERA – Uses 4K sensors to help legibly capture license plates up to 3 lanes away and ~50 feet in distance, a t a closing speed of ~140 MPH. CONFIGURABLE PRE -EVENT BUFFER – Captures up to two minutes of video before the camera is actively recording.
EMBEDDED AXON SIGNAL TECHNOLOGY – Supports configurable triggers that ac tiva te cameras if a particular ac tion is t aken—like a door being opened or a weapon rack being unlocked.
A FIXED FOCUS FRONT-FACING LENS – Allows users to capture objects within a wide range (40 cm to inf inity) without needing to manu ally focus the camera or purchase lenses of different focal lengths.
VIDEO RECALL FEATURE – Allows for recovery of video footage if a device was not recording at the time o f an inciden t.
SUPPORT FOR MULTIPLE CAMERAS – Expandable to support up to five in -car video cameras, providing additional angles and views of events.

Item Number: 4.

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18 DEDICATION TO CUSTOMER SUCCESS
Once a solution is delivered, most agencies are left asking, what’s next? Axon has you covered. We are committed to providing Desert H ot Springs Police Department with post - sales and post-deployment support. Whether tha t be troubleshooting assistance, tech nical support, additiona l training, consul ting advice, or help with exchanging and returning equipment, our dedicated te am is here for you. Through regular communication, our knowledgeable staff can offer Desert Hot S prings Police Department the support yo u should expect from a service provider. This support inclu des access to:
24/7 CUSTOMER SUPPORT – Axon’s full customer support division is avai lable via l ive phone support, 24 hours a day, seven days a week.
PROFESSIONAL SERVICES – Experienced and skilled personnel who are involved in the implementation, devel opment, deployment, m ana gement, and support of your Ax on program
SALES ENGINEERS (SE) – SEs own the technical aspects of the sales process and have a technical mindset tha t all ows them to understand complex systems and solve intricate challenges involving hardware, software, and network issues CUSTOMER SUCCESS MANAGERS – Dedicated Axon personnel assigned per agency who communicate importan t operating system/ firmware and hardware updates, identify day - to-day bugs, and address general issues, as well as fulfill hardware refreshes and deployment of new equipment, conduct qu arterly business reviews with customers, and identify impor tant customer fea ture requests
ECOMMERCE – Axon’s online store available to cli ents for an expedited purchasing experience on smaller orders
CONSULTANTS – Part-time expert consul tants, mad e up of retired law enforcement leaders, who deliver service on smaller projects and serve as additional resources on large projects
AXON WEEK – Axon’s user conference brings members of the law enforcement community, technology lea ders, and prosecutors together to learn how agencies can make policing more effective and efficient with Ax on products ACCOUNT MANAGEMENT HELP – Available assistance when issues arise with an agenc y’s account
LEARNING AND DEVELOPMENT – Ongoing training courses that cover and promote proper software and hardware use and compliance
Our goal is to provide Desert Hot Springs Police Department with the necessary assistance to help make the most of the solut ions you count on every day. With a network of resources dedicated to and designed to mee t the needs of la w enforcement, Axon is her e to help.

Item Number: 4.

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19 C A P T U R E T R U T H

A C C E L E R A T E J U S T I C E

P R O T E C T L I F E
Item Number: 4.

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SR-25-195
City of Desert Hot Springs
City Council

AGENDA ITEM REPORT
To: City Council
Date: September 2, 2025
Department: City Clerk
Prepared by: Jerryl Soriano, City Clerk
Subject: Designation of Voting Delegate and Alternate(s) for the 2025 Cal Cities Annual Conference
RECOMMENDATION:

Appoint one (1) voting delegate and up to two (2) alternates for the 2025 Cal Cities Annual Conference.

DISCUSSION:

The 2025 Cal Cities Annual Conference will be held on October 8-10 in Long Beach, California. An important part of the Annual Conference is the Annual Business Meeting which will take place on Friday, October 10, 2025 during the General Assembly. At this meeting, the League membership considers and takes action on resolutions that establish League Policy.

In order to vote at the Annual Business Meeting, the City Council must designate a voting delegate.

The City Council may also appoint up to two (2) alternate voting delegates.

FISCAL IMPACT:

There is no fiscal impact.

Item Number: 5.

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SR-25-197
City of Desert Hot Springs
City Council

AGENDA ITEM REPORT
To: City Council
Date: September 2, 2025
Department: City Clerk
Prepared by: Jerryl Soriano, City Clerk
Subject: City Council Regular Meeting Minutes: July 1, 2025 RECOMMENDATION:

Approve the minutes as presented; or as corrected.

ATTACHMENTS:

Draft City Council Regular Meeting Minutes - July 1, 2025 Item Number: 6.

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City of Desert Hot Springs

DRAFT ACTION MINUTES
City Council Regular Meeting
6:00 PM - Tuesday, July 1, 2025
Council Chambers
CLOSED SESSION - 5:00 P.M.

CALL TO ORDER
Mayor Matas called the Closed Session to order at 5:00 PM.

ROLL CALL

Present:

Council Members: Daniel Pitts, Jan Pye, Dirk Voss
Mayor Pro Tem: Gary Gardner
Mayor: Scott Matas

PUBLIC COMMENTS
None.

Jennifer Mizrahi, City Attorney, announced the Closed Session items.

CLOSED SESSION:

1. CONFERENCE WITH LABOR NEGOTIATORS
Pursuant to Government Code §54957.6
Agency Designated Representatives: City Manager, Doria Wilms City Attorney, Jennifer Mizrahi
Employee Organization: Desert Hot Springs Employee Union (DHSEU)

2. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Significant exposure to litigation pursuant to subdivision (d)(2) of Section 54956.9: The facts and circumstances involve a transactional occurrence that might result in litigation

3. CONFERENCE WITH LEGAL COUNSEL-ANTICIPATED INITIATION OF

LITIGATION
Pursuant to Government Code Section 54956.9(d)(4) – One Case Item Number: 6.

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City Council
July 1, 2025
REGULAR SESSION - 6:00 P.M.

CALL TO ORDER
Mayor Matas called the Regular Session to order at 6:00 PM.

ROLL CALL

Present:

Council Members: Daniel Pitts, Jan Pye, Dirk Voss
Mayor Pro Tem: Gary Gardner
Mayor: Scott Matas

INVOCATION
Candess Tarrant gave the invocation.

PLEDGE OF ALLEGIANCE
Candess Tarrant sang the National Anthem.

CITY ATTORNEY REPORT ON CLOSED SESSION
Jennifer Mizrahi, City Attorney, advised that there was no reportable action.

APPROVAL OF AGENDA
ACTION: Approve the July 1, 2025 regular meeting agenda and approve the Consent Calendar in its entirety.

Moved by Councilmember Voss
Seconded by Mayor Pro Tem Gardner
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas

PUBLIC COMMENTS
1) Elliot Lew Griffin spoke regarding homelessness.
2) Gerald McKenna gave Desert Water Agency updates and announcements.

CITY MANAGER REPORT
Roberta Crncic, Recreation and Community Services Director, reminded the public of the Fireworks Spectacular, Fourth of July event.

Item Number: 6.

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City Council
July 1, 2025

MAYOR AND COUNCIL MEMBER REPORTS
Councilmember Pitts reported on the various meetings and events he attended.

Mayor Pro Tem Gardner reported on the various meetings and events he attended.

Councilmember Pye reported on the various meetings and events she attended.

Councilmember Voss reported on the various meetings and events he attended.

Mayor Matas reported on the various meetings and events he attended.

PUBLIC HEARINGS:

5. Resolution Affirming the Report of Public Nuisance Abatement Costs and Placing Them on the Tax Roll
Recommendation:
1) Staff Report;
2) Entertain questions of Staff from the City Council;
3) Open the Public Hearing;
4) Take public testimony from those in favor;
5) Take public testimony from those opposed;
6) Take public testimony from those in a neutral position; 7) Close the Public Hearing;
8) City Council discussion; and
9) Adopt a Resolution of the City Council affirming the report of Public Nuisance Abatement Costs and placing them on the 2025-2026 tax roll.

Staff Report - SR-25-166 - Pdf
Emily Granados, Management Analyst, presented the staff report and responded to questions.

Mayor Matas opened the Public Hearing. The following individuals addressed the City Council regarding their cases.
1) Chad Kingren and Leslie Valencia -12800 Foxdale Drive (Sandpiper Inn). 2) Chantel Odel - APN 641-153-022.
3) Gus Alvarez - 66205 14th Street.
4) George Seelman - 66590 Acoma Avenue.
5) Juan Carlos Santibanez - 15775 Palm Drive.
6) Alma Bejarano - 66713 Joseph Way.

Item Number: 6.

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City Council
July 1, 2025
Mayor Matas closed the Public Hearing.

A discussion ensued.

ACTION 1: Approve Staff recommendation and adopt Resolution No. 2025- 039.

Moved by Mayor Pro Tem Gardner
Seconded by Councilmember Voss
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas
ACTION 2: Chad Kingren and Leslie Valencia -12800 Foxdale Drive (Sandpiper Inn): Approve extension to bring property into compliance by August 9, 2025. Fines to go on tax roll if not in compliance by August 9th.

Moved by Councilmember Pye
Seconded by Mayor Matas
Carried 3-2 by the following votes:

AYES: Pitts, Pye, and Matas
NOES: Voss and Gardner
ACTION 3: Chantel Odel - APN 641-153-022: Pause fine contingent on compliance in 9 months
Moved by Mayor Pro Tem Gardner
Seconded by Councilmember Pitts
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas
ACTION 4: Gus Alvarez - 66205 14th Street: Waive fines if inspection passed by August 9, 2025.

Moved by Mayor Matas
Seconded by Mayor Pro Tem Gardner
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas
ACTION 5: George Seelman - 66590 Acoma Avenue: Waive fine.

Moved by Mayor Matas
Seconded by Councilmember Voss
Carried 3-1 by the following votes:

AYES: Pye, Voss, and Matas
Item Number: 6.

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City Council
July 1, 2025
NOES: Gardner
ABSTAIN: Pitts
ACTION: Alma Bejarano - 66713 Joseph Way: Pause fine contingent on compliance in 6 months.

Moved by Mayor Matas
Seconded by Councilmember Voss
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas

6. Lost Cultivation Crop Waiver Appeal Fee
Recommendation:
1) Staff Report;
2) Entertain questions of Staff from the City Council;
3) Open the Public Hearing;
4) Take public testimony from those in favor;
5) Take public testimony from those opposed;
6) Take public testimony from those in a neutral position; 7) Close the Public Hearing;
8) City Council discussion; and
9) Adopt a Resolution of the City Council of the City of Desert Hot Springs, California, adopting new user fees related to lost cultivation crop waiver denial hearings and the Nexus Study prepared therefor.

Staff Report - SR-25-136 - Pdf
Andrew Nielsen, Cannabis Compliance Supervisor, presented the staff report and responded to questions.

Mayor Matas opened the Public Hearing.

There was no public testimony.

Mayor Matas closed the Public Hearing.

ACTION: Approve Staff recommendation.

Moved by Mayor Pro Tem Gardner
Seconded by Councilmember Voss
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas
Item Number: 6.

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City Council
July 1, 2025
ADMINISTRATIVE CALENDAR:

7. Formation of a Fire Services Ad Hoc Subcommittee
Recommendation:

Ratify the formation of an ad hoc committee consisting of Mayor Matas and Councilmember Pitts.

Staff Report - SR-25-175 - Pdf
Mayor Matas presented the report
ACTION: Approve recommendation.

Moved by Mayor Pro Tem Gardner
Seconded by Councilmember Pitts
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas

8. Phase Two Mural Program - Downtown Arts and Cultural District Recommendation:

Authorize the City Manager to negotiate and execute a Professional Services Agreement with The Mural Supply Co. for the Curation of Phase Two of the Downtown Mural Program to include a minimum of (12) Twelve Murals in the Downtown Arts and Culture District in an amount not to exceed $250,000 from the Art in Public Places Fund.

Staff Report - SR-25-174 - Pdf
Doria Wilms, City Manager, presented the staff report and responded to questions.

Eric Menendez spoke in support.

ACTION: Approve Staff recommendation.

Moved by Councilmember Pye
Seconded by Mayor Pro Tem Gardner
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas

9. Professional Services Agreement for an Animal Adoption Specialist Recommendation:

Authorize the City Manager to execute a Professional Services Agreement with Danielle Munnik in the amount of $50,000 for animal adoption services; with substantive edits to be negotiated and approved by the City Manager and upon approval as to form by the City Attorney.

Staff Report - SR-25-168 - Pdf
Item Number: 6.

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City Council
July 1, 2025
Christina Newsom, Acting Deputy City Manager, presented the staff report and responded to questions.

Daniellle Munnik addressed the City Council.

ACTION: Approve Staff recommendation.

Moved by Councilmember Voss
Seconded by Councilmember Pitts
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas

10. Ordinance Amending Desert Hot Springs Municipal Code Chapter 3.38 - Lost Cultivation Crop Waiver Appeal Fee
Recommendation:

Introduce for first reading and read by title only: "An Ordinance of the City Council of the City of Desert Hot Springs, California, amending Chapter 3.38 “Lost Cultivation Crop Waiver” of Title 3 "Revenue and Finance" of the Desert Hot Springs Municipal Code."
Staff Report - SR-25-137 - Pdf
Andrew Nielsen, Cannabis Compliance Supervisor, presented the staff report and responded to questions.

ACTION: Approve Staff recommendation.

Moved by Mayor Pro Tem Gardner
Seconded by Councilmember Voss
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas

11. Award Construction Agreement for the Reflection Park Phase II Project 4002
Recommendation:
1) Award the construction agreement for Reflection Park Phase II Project, City Project No. 4002, to the lowest responsive qualified bidder Landmark Associated Builders, Inc.; and
2) Authorize the City Manager to draft and execute the construction agreement for Reflection Park Phase II Project, City Project No. 4002, with Landmark Associated Builders, Inc., in an amount not to exceed $469,500.00, with a 10% contingency of $46,950.00 bringing the total amount to $516,450.00, and approve a total project budget in an amount of $561,448.00 for additional project expenses for construction management.

Staff Report - SR-25-181 - Pdf
Raul Arauz, Associate Engineer, presented the staff report and responded to Item Number: 6.

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City Council
July 1, 2025
questions.

ACTION: Approve Staff recommendation.

Moved by Councilmember Voss
Seconded by Mayor Pro Tem Gardner
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas

12. Award Construction Agreement for the Wardman Park Improvement Project, Project #: 4012
Recommendation:
1) Award the construction agreement for Wardman Park Project, City Project No. 4012, to the lowest responsive qualified bidder Landmark Associated Builders, inc.; and
2) Authorize the City Manager to draft and execute the construction agreement for Wardman Park Improvement Project, City Project No. 4012, with Landmark Associated Builders, Inc., in an amount not to exceed $179,500.00 (Base Bid), with a 10% contingency of $17,950.00 bringing the total amount to $197,450.00, and approve a total project budget in an amount of $232,442.00. for additional project expenses for construction management.

Staff Report - SR-25-178 - Pdf
Raul Arauz, Associate Engineer, presented the staff report and responded to questions.

ACTION: Approve Staff recommendation.

Moved by Mayor Pro Tem Gardner
Seconded by Councilmember Voss
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas

13. Approval of Professional Services Agreement with Take Five Entertainment for 2025-2026 Downtown Outdoor Concert Series.

Recommendation:

Authorize the City Manager to enter into a Professional Services Agreement with Take Five Entertainment in the amount of $132,000 to produce 12 monthly outdoor concerts in the downtown for Fiscal Year 2025-2026; with substantive edits to be negotiated and approved by the City Manager and upon approval as to form by the City Attorney.

Staff Report - SR-25-169 - Pdf
Roberta Crncic, Recreation and Community Services Director, presented the staff report and responded to questions.

Item Number: 6.

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City Council
July 1, 2025
ACTION: Approve Staff recommendation.

Moved by Mayor Pro Tem Gardner
Seconded by Councilmember Voss
Carried 5-0 by the following votes:

AYES: Pitts, Pye, Voss, Gardner, and Matas
CONSENT CALENDAR:

14. City Council Regular Meeting Minutes: June 17, 2025 Staff Report - SR-25-180 - Pdf
ACTION: Approved the minutes as presented.

15. Second Reading and Adoption of an Ordinance Adopting an Engineering and Traffic Survey, Establishing Maximum Speed Limits
Staff Report - SR-25-179 - Pdf
ACTION: Approved Staff recommendation to approve Second Reading, read by title only and adopt Ordinance No. 818: "An Ordinance of the City Council of the City of Desert Hot Springs Adopting an Engineering and Traffic Survey, Establishing Maximum Speed Limits on Streets Within the City of Desert Hot Springs, and Amending Section 10.32.010 of the Desert Hot Springs Municipal Code."

16. Second Amendment to the Professional Services Agreement with Integrity Investigative & Compliance Services, LLC, for Cannabis Compliance Services
Staff Report - SR-25-167 - Pdf
ACTION: Approved Staff recommendation to authorize the City Manager to negotiate and execute a Second Amendment to the Professional Services Agreement with Integrity Investigative & Compliance Services, LLC, for cannabis compliance services.

17. (Successor Agency) Request for Subordination of Statutory PassThrough Payments in Connection with Proposed Issuance of Tax Allocation Refunding Bonds from the Successor Agency of the former County of Riverside Redevelopment Agency
Staff Report - SR-25-173 - Pdf
ACTION: Approved Staff recommendation to approve the Acknowledgement of the request by the Successor Agency to the Redevelopment Agency for the County of Riverside to subordinate the City of Desert Hot Springs’ Statutory Pass-through payments after the Successor Agency to the County former Redevelopment Area’s payment obligations for the 2025C Bonds.

Item Number: 6.

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Desert Hot Springs City CouncilSeptember 2, 2025

Desert Hot Springs City Council
September 2, 2025