Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
02-03-2026- City Commission Agendas & Packet Materials
A. Call to Order - 6:00 PM - Commission Room, City Hall, 121 North Rouse B. Pledge of Allegiance and a Moment of Silence or Mindfulness C. Changes to the Agenda D. Authorize Absence E. FYI F. Commission Disclosures G. Approval of Minutes G.1 Approval of Regular City Commission Meeting Minutes from December 17, 2024 (Newby) THE CITY COMMISSION OF BOZEMAN, MONTANA REGULAR MEETING AGENDA Tuesday, February 3, 2026 How to Participate: If you are interested in commenting in writing on items on the agenda please send an email to comments@bozeman.net or visit the Public Comment Page prior to 12:00 p.m. on the day of the meeting. At the direction of the City Commission, anonymous public comments are not distributed to the City Commission or staff. Public comments will also be accepted in-person and through video conference during the appropriate agenda items but you may only comment once per item. As always, the meeting will be recorded and streamed through the Commission's video page and available in the City on cable channel 190. For more information please contact the City Clerks' Office at 406.582.2320. This meeting will be held both in-person and also using an online video conferencing system. You can join this meeting: Via Video Conference: Click the Register link, enter the required information, and click submit. Click Join Now to enter the meeting. Via Phone: This is for listening only if you cannot watch the stream, channel 190, or attend in- person United States Toll +1 669 900 9128 Access code: 933 7244 1920 Consider the Motion: I move to approve the regular meeting minutes as submitted. 1 H. Consent H.1 Accounts Payable Claims Review and Approval (Edwards) H.2 Authorize City Manager to sign the First Amendment to the Professional Services Agreement with Dowl, LLC for the MSU Interceptor Improvements Project.(Gamradt) H.3 Authorize the City Manager to Sign a First Amendment to the Master Services Agreement with Hennebery Architects, LLC for the Public Works Facility Expansion Project(Henderson) H.4 A Resolution Approving Change Order Two to the Smith River Construction Contract for Story Mill Splash Pad(Jadin) H.5 Resolution to Authorize the City Manager to Sign the Promissory Note and the Loan Agreement with the State of Montana Board of Investments INTERCAP Loan for Financing the Purchase of a Jetting and Vacuum Vactor Truck for Stormwater(Hodnett) H.6 Resolution Confirming City Commission Liaison Assignments (Maas) I. Public Comment on Non-agenda Items Falling Within the Purview and Jurisdiction of the Commission J. Action Items J.1 Authorize the City Manager to Sign a Professional Services Agreement with Sanbell - Rocky Mountain for the Gooch Hill Area Plan and Adopt the Resolution for the Community Engagement Plan(Chris Naumann, Sanbell) K. FYI / Discussion L. Adjournment This is the time to comment on any matter falling within the scope of the Bozeman City Commission. There will also be time in conjunction with each agenda item for public comment relating to that item but you may only speak once per topic. Please note, the City Commission cannot take action on any item which does not appear on the agenda. All persons addressing the City Commission shall speak in a civil and courteous manner and members of the audience shall be respectful of others. Please state your name, and state whether you are a resident of the city or a property owner within the city in an audible tone of voice for the record and limit your comments to three minutes. Written comments can be located in the Public Comment Repository. Consider the Motions: I move to Authorize the City Manager to Sign a Professional Services Agreement with Sanbell - Rocky Mountain for the Gooch Hill Area Plan. AND I move to Adopt the Resolution for the Gooch Hill Area Plan Community Engagement Plan. City Commission meetings are open to all members of the public. If you have a disability that requires assistance, please contact our ADA Coordinator, David Arnado, at 406.582.3232. Commission meetings are televised live on cable channel 190 and streamed live on our Meeting Videos Page. 2 Memorandum REPORT TO:City Commission FROM:Alex Newby, Deputy City Clerk Mike Maas, City Clerk Jon Henderson, Assistant City Manager SUBJECT:Approval of Regular City Commission Meeting Minutes from December 17, 2024 MEETING DATE:February 3, 2026 AGENDA ITEM TYPE:Minutes RECOMMENDATION:Consider the Motion: I move to approve the regular meeting minutes as submitted. STRATEGIC PLAN:1.1 Outreach: Continue to strengthen and innovate in how we deliver information to the community and our partners. BACKGROUND:In 2013, The Clerks' Office identified goals related to the Commission’s priority of Improving Technology Utilization and Proficiency. Improvements included: • Live streaming broadcast of the City Commission Meeting • Meeting efficiency • Better access of meeting information for staff and the public • Time savings • Streamlined approach to citizen involvement and public comment In addition to the City Commission, many City Boards utilize the system as well. Beginning January 5, 2021 meetings in the Granicus platform have been closed captioned. Those captions are searchable using the advanced search option on our video view page. Users are always welcome to contact the City Clerks' Office at 406.582.2320 or email BozemanClerksDepartment@bozeman.net for assistance. UNRESOLVED ISSUES:None. ALTERNATIVES:As determined by the Commission. FISCAL EFFECTS:None. Attachments: 3 12-17-24 City Commission Meeting Minutes.pdf Report compiled on: October 30, 2025 4 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 1 of 12 THE CITY COMMMISSION MEETING OF BOZEMAN, MONTANA MINUTES December 17, 2024 Present: Terry Cunningham, Joey Morrison, Douglas Fischer, Emma Bode Absent: None Excused: Jennifer Madgic Staff at the Dias: City Manager (CM) Chuck Winn, City Attorney (CA) Greg Sullivan, Deputy City Clerk (DCC) Alex Newby A) 00:11:13 Call to Order - 6:00 PM - Commission Room, City Hall, 121 North Rouse B) 00:13:16 Pledge of Allegiance and a Moment of Silence or Mindfulness C) 00:14:08 Changes to the Agenda CM Winn announced agenda items K.5 and K.6 will be moved to a meeting in January yet to be determined. D) 00:15:12 Authorize Absence D.1 Authorize the Absence of Commissioner Jennifer Madgic 00:15:18 Motion to Authorize : I move to authorize the absence of Commissioner Jennifer Madgic Joey Morrison: Motion Emma Bode: 2nd 00:15:23 Vote on the Motion to Authorize : I move to authorize the absence of Commissioner Jennifer Madgic The Motion carried 4 - 0. Approve: Terry Cunningham 5 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 2 of 12 Joey Morrison Emma Bode Douglas Fischer Disapprove: None E) 00:15:54 FYI Commissioner Fischer announced that he noticed the trail to the M was plowed early this morning and appreciated the fast work. Commissioner Fischer called attention to Consent Item G. 10; Resolution 5669 Prescribing Form and New Numbering Sequence for Bozeman City Commission Resolutions and Ordinances. Mayor Cunningham reminded everyone that the goal of the UDC Engagement sessions is to get community feedback about what people want to talk about. There is an online survey on Engage Bozeman. CM Winn announced that the UDC Engagement survey is open until Wednesday, January 8th. CM Winn shared the Missoula City Commission played the MSU Fight Song yesterday during their meeting in fulfillment of a wager between the Mayors. F) 00:15:36 Commission Disclosures There were no disclosures. G) 00:19:51 Consent G.1 Accounts Payable Claims Review and Approval G.2 Formal Cancellation of the December 24, and December 31, 2024 Regular City Commission Meetings G.3 Authorize the Mayor to sign the Mutual Release and Settlement Agreement in Montana Civil Contractors v. City of Bozeman, et al., DV-21-1101B 1. MCC District Court Complaint.pdf 5. Defendant City of Bozeman's Answer to Complaint and Demand for J.pdf MCC-BZN-RPA Settlement Agreement Final.pdf G.4 Authorize the Mayor to sign the Findings of Fact and Order for the Turnrow Subdivision Preliminary Plat, Application 23366 (Quasi-Judicial) 23366 Findings of Fact.pdf G.5 Authorize the City Manager to sign the Notice of Award for the Sourdough Creek Intake Improvements project, to CK May Excavating, Inc., for Schedule 1, 2 and 3 and Additive Alternate 1 in the amount of $4,477,000.00, and final contract documents once received Sourdough Intake Notice of Award.pdf Sourdough Intake Bid Tab.pdf 6 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 3 of 12 Sourdough Intake Award Recommendation.pdf G.6 Authorize the City Manager to sign a Professional Services Agreement with The Nest Collective, LLC for the Sustainable Management Program Education and Outreach Sustainable Organics Management Education and Outreach PSA.docx RFP for Bozeman Sustainable Organics Management Program Education and Outreach Nest Submittal.pdf Sustainable Organics Management Program Education and Outreach RFP.docx G.7 Authorize the City Manager to sign Amendment 2 to the Professional Services Agreement with Advanced Engineering and Environmental Services, LLC for engineering services to design the Phase I Rehabilitation Improvements to the City's Sourdough Water Storage Tank PSA Amendment 2_Sourdough Tank Ph 1 Rehab_AE2S.pdf G.8 Authorize the City Manager to Sign Amendment 4 to the Professional Services Agreement with Cushing Terrell for Swim Center Engineering and Architectural Services Swim Center - Engineering and Architectural Services - PSA 4TH Amendment.pdf G.9 Resolution 5665, a Resolution of the City Commission of the City of Bozeman, Montana, Confirming the Appointment of Police Officers in Accordance with Montana Code Annotated 7-32-4108 and 7-32-4113 Commission Resolution 5665.pdf G.10 Resolution 5669 Prescribing Form and New Numbering Sequence for Bozeman City Commission Resolutions and Ordinances Res 5669 Form and Numbering.docx 00:19:59 CM Winn introduced the Consent Agenda CM Winn shared the Consent Agenda highlights 00:21:20 Public Comment on Consent There was no public comment. 00:22:02 Motion to approve : I move to approve Consent Items G.1 - G.10 as submitted. Emma Bode: Motion Douglas Fischer: 2nd 00:22:12 Vote on the Motion to approve : I move to approve Consent Items G.1 - G.10 as submitted. The Motion carried 4 - 0. Approve: Terry Cunningham Joey Morrison Emma Bode 7 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 4 of 12 Douglas Fischer Disapprove: None H) 00:22:28 Public Comment on Non-agenda Items Falling Within the Purview and Jurisdiction of the Commission 00:23:12 Scott Boyd commented in favor of the Commission reclaiming the Guthrie Project. 00:26:23 John Kaiser commented concerning the Bozeman Swim Center. 00:28:52 Noah ten Broek commented in favor of the Commission reclaiming the Guthrie Project. 00:32:02 Daniel Carty spoke in favor of the City Commission reclaiming the Guthrie Project. 00:33:59 Vanessa Rebecca spoke in favor of the City Commission reclaiming the Guthrie project. 00:37:22 Doug Wills commented in favor of the Commission reclaiming the Guthrie project. 00:40:40 Alison Sweeney commented in favor of the Commission reclaiming authority over the Guthrie. 00:43:53 Steve Kirchoff spoke in favor of continuing the review of the Guthrie. 00:45:37 Natsuki Nakamura spoke in favor of the Commission reclaiming the Guthrie. 00:47:42 Emily Talago commented in favor of the Commission reclaiming the Guthrie. 00:50:34 Amy ?? spoke about Urban Camping. 00:54:03 Ed Saunders spoke against multi-story buildings being built in Bozeman. 00:56:45 Lynsy Vonsegeren spoke in support of the Guthrie project. 00:59:49 Anthony Smith spoke about Urban Camping. 01:02:27 Francis Boyd spoke in favor of the Commission reclaiming the Guthrie project. 01:04:19 Michelle Osman spoke in favor of the Commission reclaiming the Guthrie project. 01:07:40 Kristen Newman from Ability Montana spoke in support of what City Staff and the Commission have done for disabled communities. 01:09:00 Guy Santiglia spoke in opposition to Urban Camping. 01:12:51 Selena Ahmed spoke in favor of the Commission reclaiming the Guthrie project. 8 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 5 of 12 I) Action Items I.1 Public Hearing on Protests for Special Improvement District SID 789 and Adoption of Resolution 5648; a Resolution of the Bozeman City Commission to Create SID Number 789 for the Purpose of Undertaking Certain Wastewater Improvements to Annexed Properties of the Riverside Community Exhibit A SID No 789 Boundary.pdf Exhibit B Riverside_PropertyLists v2.pdf Exhibit C Riverside LS & FM_Budget_10_30_2024.pdf Resolution_5648.pdf 01:14:42 CM Winn introduced Action Item I.1 Staff Presentation 01:16:28 Engineer 2 Kellen Gamradt presented the Riverside Special Improvement District (SID), Project History, Project Details, Project Financing, Required Elements of an SID, Assessments, SID Timeline, Protest Provision. 01:20:35 Questions of Staff 01:24:41 Public Comment on Action Item I.1. 01:24:56 Gene Gaines spoke in support of the Riveside SID Project. 01:28:16 Motion to adopt : After incorporating the information and findings in the staff memorandum, oral findings made by the Commission during the public hearing, information and findings contained in the proposed resolution, and after considering public comment and hearing all protests and finding them to be insufficient under law to bar further proceedings, I hereby move to adopt Resolution 5648 creating Special Improvement District number 789 for the purpose of financing wastewater improvements to annexed properties of the Riverside Community. Douglas Fischer: Motion Joey Morrison: 2nd 01:28:55 Discussion 01:34:31 Vote on the Motion to adopt : After incorporating the information and findings in the staff memorandum, oral findings made by the Commission during the public hearing, information and findings contained in the proposed resolution, and after considering public comment and hearing all protests and finding them to be insufficient under law to bar further proceedings, I hereby move to adopt Resolution 5648 creating Special Improvement District number 789 for the purpose of financing wastewater improvements to annexed properties of the Riverside Community The Motion carried 4 - 0. Approve: Terry Cunningham 9 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 6 of 12 Joey Morrison Emma Bode Douglas Fischer Disapprove: None I.2 Resolution 5664, Adopting 2024 Wastewater Collection System Facility Plan Update CITYOFBOZE-Newspaper Notice -583993 Bozeman WWCSFP_ Executive Summary Bozeman WWCSFP_Graphical Executive Summary Commission Resolution No. 5664 [Final] 01:35:05 CM Winn introduced Action Item I.2 01:35:33 Staff Presentation Engineer 3 Lance Lehigh presented the Wastewater Collection System Facility Plan 2024, Presentation Overview, Public Process Schedule, Public Outreach, What is the Wastewater Facility Plan? What are the Goals? Project Timeline, Primary Work Elements for the Facility Plan Update, Understanding the Existing System Data Collection, Basis of Planning Study Area, Sewersheds, Flow Projections, Collection System Analysis, Risk Assessment of Existing Assets, Proactive Planning, Capital Improvement Projects - Basis for Recommendation, Summary of Near Term (5 year) Capital Improvement Projects, Highlights, North Frontage Road Interceptor CIP Project WWIF20, Fowler Sewer Upgrade CIP Project WWIF58, North 9th Ave, West Villard St, and S 9th Ave Sewer Main Replacement WW140, 4th Ave, Babcock St, And Grande Ave Sewer Main Replacement, South Black Ave - 6" Sewer Main, MSU Interceptor, Proactive Planning Growth and Development, Recommended Motion. 02:05:18 Questions of Staff 02:27:09 Public Comment on Action Item I.2 There was no public comment. 02:27:37 Motion to adopt : Having considered the staff presentation and materials provided, I hereby move to adopt Resolution 5664, adopting the 2024 Wastewater Collection System Facility Plan Update. Joey Morrison: Motion Emma Bode: 2nd 02:27:50 Discussion 10 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 7 of 12 02:35:04 Vote on the Motion to adopt : Having considered the staff presentation and materials provided, I hereby move to adopt Resolution 5664, adopting the 2024 Wastewater Collection System Facility Plan Update. The Motion carried 4 - 0. Approve: Terry Cunningham Joey Morrison Emma Bode Douglas Fischer Disapprove: None 02:35:21 Mayor Cunningham called the meeting into recess 02:41:26 Mayor Cunningham called the meeting into session. I.3 Resolutions for the Reestablishing and Agreement Extensions of Meadow Creek Payback Districts for Sewer, Water and Traffic Signal Improvements 2008_Sewer_Meadow Creek.pdf 2010_Sewer_McCapital.pdf Resolution 5631 Reestablishing Sewer Payback District.pdf 2nd Amendment to Sanitary Sewer Payback (Exhibit A).pdf 2008_Water_Meadow Creek.pdf 2010_Water_McCapital.pdf Resolution 5633 Reestablishing Water Payback District.pdf 2nd Amendment to Water Payback (Exhibit A).pdf 2010_Traffic_McCapital.pdf 2008_Traffic_Meadow Creek.pdf Resolution 5632 Reestablishing Traffic Signal Payback District.pdf 2nd Amendment to Traffic Signal Improvement Payback Agreement (Exhibit A).pdf 02:41:35 CM Winn introduced Action Item I.3 02:42:03 Staff Presentation Engineer 3 Lance Lehigh presented Resolutions for the Reestablishing and Agreement Extensions of meadow Creek Payback Districts for Sewer, Water and Traffic Signal Improvements, Overview, What is a Payback Agreement, Example: Main Extension Payback, Payback Examples Across the City, Meadow Creek Payback Districts Overview, Sewer Overview, Water Overview, Signal Overview, Developer Request for Meadow Creek Payback - Term Extension FYI, Term Extension Alternatives, Public Comment, Motion to Consider. 02:52:40 Questions of Staff 11 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 8 of 12 03:09:51 Applicant Presentation Monte Beck, managing partner for MC Capital presented Applicant presentation. 03:22:09 Questions of Applicant 03:22:20 Public Comment on Action Item I.3. 03:22:36 William Gavin commented in opposition to the Meadow Creek Sewer Payback. 03:26:06 CJ ?? commented in opposition to the Meadow Creek Payback Districts. 03:28:54 Staff Clarification. 03:34:46 Motion to approve : I move to approve the resolutions to reestablish and extend the Meadow Creek Payback Agreements for Sewer, Water and Traffic Signal Improvements each for a period of 20 years. Emma Bode: Motion Douglas Fischer: 2nd 03:35:17 Discussion 03:45:25 Vote on the Motion to approve : I move to approve the resolutions to reestablish and extend the Meadow Creek Payback Agreements for Sewer, Water and Traffic Signal Improvements each for a period of 20 years. The Motion carried 4 - 0. Approve: Terry Cunningham Joey Morrison Emma Bode Douglas Fischer Disapprove: None J) Work Session J.1 Climate Plan Annual Report Work Session BZN Climate Plan Impact Report.pdf 03:45:44 CM Winn introduced the Work Session. 12 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 9 of 12 Staff Presentation 03:46:10 Sustainability Program Manager (SPM) Natalie Meyer presented the Climate Plan Annual Report, Background, Bozeman Climate Plan Orientation, Focus Areas & Cross-Cutting Themes, Bozeman's Climate Goals, 2022 Community Greenhouse Gas Emissions Inventory, 2024 Year in Review, Healthy, Adaptive & Efficient Buildings, Responsible & Reliable Renewable Energy Supply, Vibrant & Resilient Neighborhoods, Diverse & Accessible Transportation Options, Comprehensive & Sustainable Waste Reduction, Regenerative Greenspace, Food Systems & Natural Environment, Welcome to Your Bozeman Climate Plan, Sustainability Division Work Plan, Guiding Questions, Core Operations, Ongoing Projects and Planned Projects, Emerging Topics. 04:04:18 Mayor Cunningham extended the meeting to 10:30 04:15:15 Questions of Staff 04:42:12 Mayor Cunningham extended the meeting to 10:45 04:45:42 Public Comment on the Work Session 04:46:02 Justin Bursick spoke in favor of better public transportation. 04:49:52 Discussion 04:56:58 Mayor Cunningham extended the meeting to 11:00 05:08:59 Mayor Cunningham extended the meeting to 11:15 K) Appointments K.1 Appointment of City Representative to the Gallatin Valley Urban Transit District Board 05:09:55 Motion to appoint : I move to appoint Commissioner Emma Bode to the Gallatin Valley Urban Transit District Board. Joey Morrison: Motion Douglas Fischer: 2nd 05:10:18 Vote on the Motion to appoint : I move to appoint Commissioner Emma Bode to the Gallatin Valley Urban Transit District Board. The Motion carried 4 - 0. Approve: Terry Cunningham Joey Morrison Emma Bode 13 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 10 of 12 Douglas Fischer Disapprove: None K.2 Appointments to the Urban Parks and Forestry Board 10-21-24 - CAB Applications - Joe Cartwright.pdf 05:10:42 Motion to appoint : I move to appoint up to Joe Cartwright to the Urban Parks and Forestry Board to a term ending December 31, 2026. AND I move to appoint Donald Ulrich to serve as the Vice-chair. Joey Morrison: Motion Emma Bode: 2nd 05:10:57 Vote on the Motion to appoint : I move to appoint up to Joe Cartwright to the Urban Parks and Forestry Board to a term ending December 31, 2026. AND I move to appoint Donald Ulrich to serve as the Vice-chair. The Motion carried 4 - 0. Approve: Terry Cunningham Joey Morrison Emma Bode Douglas Fischer Disapprove: None K.3 Appointments to the Transportation Board 10-07-24 - CAB Applications - Pierce Teeuwen.pdf 11-07-24 - CAB Applications - Rio Roland.pdf 11-08-24 - CAB Applications - Michael Veselik.pdf 11-10-24 - CAB Applications - Kurt Ross.pdf 05:11:11 Motion to appoint : I move to appoint up to Mike Veselik and Rio Roland to the Transportation Board for terms ending December 31, 2028. Douglas Fischer: Motion 14 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 11 of 12 Joey Morrison: 2nd 05:11:24 Vote on the Motion to appoint : I move to appoint up to Mike Veselik and Rio Roland to the Transportation Board for terms ending December 31, 2028. The Motion carried 4 - 0. Approve: Terry Cunningham Joey Morrison Emma Bode Douglas Fischer Disapprove: None 05:11:34 Public Comment on Appointments There was no Public Comment K.4 Appointments to the Sustainability Board 05-13-24 - CAB Applications - Shelby Smith (2).pdf 05-31-24 - CAB Applications - Ali Moxley.pdf 09-11-24 - CAB Applications - Jessica Weise.pdf 10-07-24 - CAB Applications - Isabel Friedman.pdf 05:12:28 Motion to appoint : I move to appoint up to Shelby Smith, Jessica Weise and Isabel Friedman to the Sustainability Board with terms ending December 31, 2026. AND I move to appoint Brooke Lahneman as Chair of the Sustainability Board. Joey Morrison: Motion Emma Bode: 2nd 05:12:51 Vote on the Motion to appoint : I move to appoint up to Shelby Smith, Jessica Weise and Isabel Friedman to the Sustainability Board with terms ending December 31, 2026. AND I move to appoint Brooke Lahneman as Chair of the Sustainability Board. The Motion carried 4 - 0. Approve: Terry Cunningham Joey Morrison Emma Bode 15 Bozeman City Commission Meeting Minutes, December 17, 2024 Page 12 of 12 Douglas Fischer Disapprove: None As noted in Changes to the Agenda, Items K.5 and K.6 were moved to an undetermined meeting in January 2025. L) 05:13:12 FYI / Discussion Commissioner Bode confirmed the City's commitment to equity and inclusion of all people as laid out in the Belonging in Bozeman Plan. M) 05:13:56 Adjournment ___________________________________ Joey Morrison Mayor ATTEST: ___________________________________ Mike Maas City Clerk PREPARED BY: ___________________________________ Alex Newby Deputy City Clerk Approved on: February 3, 2026 16 Memorandum REPORT TO:City Commission FROM:Serena Axelson, Accounts Payable Clerk Rhonda Edwards, Accounts Payable Clerk Aaron Funk, City Controller Melissa Hodnett, Finance Director SUBJECT:Accounts Payable Claims Review and Approval MEETING DATE:February 3, 2026 AGENDA ITEM TYPE:Finance RECOMMENDATION:The City Commission is recommended to make a motion and approve payment of claims as presented. STRATEGIC PLAN:7.5. Funding and Delivery of City Services: Use equitable and sustainable sources of funding for appropriate City services, and deliver them in a lean and efficient manner. BACKGROUND:Montana Code Annotated, Section 7-6-4301 requires claims to be presented to the City Commission within one year of the date the claims accrued. Claims presented to the City Commission under this item have been reviewed and validated by the Finance Department. The Department has ensured that all goods and services have been received along with necessary authorizations and supporting documentation. Please provide approval for checks dated February 4, 2026. UNRESOLVED ISSUES:None ALTERNATIVES:The City Commission could decide not to approve these claims or a portion of the claims presented. This alternative is not recommended as it may result in unbudgeted late fees assessed against the City. FISCAL EFFECTS:The total amount of the claims to be paid is presented at the bottom of the Expenditure Approval List posted on the City’s website at https://www.bozeman.net/departments/finance/purchasing. Report compiled on: August 21, 2024 17 Memorandum REPORT TO:City Commission FROM:Bob Murray, Project Engineer Shawn Kohtz, Utilities Director SUBJECT:Authorize City Manager to sign the First Amendment to the Professional Services Agreement with Dowl, LLC for the MSU Interceptor Improvements Project. MEETING DATE:February 3, 2026 AGENDA ITEM TYPE:Agreement - Vendor/Contract RECOMMENDATION:Authorize City Manager to sign the First Amendment to the Professional Services Agreement with Dowl, LLC for the MSU Interceptor Improvements Project. STRATEGIC PLAN:4.3 Strategic Infrastructure Choices: Prioritize long-term investment and maintenance for existing and new infrastructure. BACKGROUND:Attached is a copy of the First Amendment to the Professional Services Agreement with Dowl, LLC for the MSU Interceptor Improvements Project. The document is in the City’s standard format. The original professional services agreement did not include the geotechnical investigation needed for the project. This was primarily because there were a few different routes being considered for installation of the interceptor. This analysis was completed as part of the preliminary design task and the preferred route has now been determined. The geotechnical testing and analysis can now be completed along that chosen route. This amendment is to add those geotechnical investigation services to the contract. UNRESOLVED ISSUES:None ALTERNATIVES:As suggested by the City Commission FISCAL EFFECTS:The cost of the geotechnical investigation services is $41,816.00. The original Agreement was $160,878.52 for preliminary design services. With this amendment the total to date will be $202,694.52. Funding for the design of this project has been appropriated in the FY26 budget as project WW138 for a total amount of $836,800 and paid for from the Wastewater Fund and the Wastewater Impact Fee Fund. 18 Attachments: MSU Interceptor First Amendment (2).pdf Report compiled on: January 22, 2026 19 20 21 22 23 24 25 26 27 Memorandum REPORT TO:City Commission FROM:Jon Henderson, Assistant City Manager SUBJECT:Authorize the City Manager to Sign a First Amendment to the Master Services Agreement with Hennebery Architects, LLC for the Public Works Facility Expansion Project MEETING DATE:February 3, 2026 AGENDA ITEM TYPE:Agreement - Vendor/Contract RECOMMENDATION:Authorize the City Manager to Sign a First Amendment to the Master Services Agreement with Hennebery Architects, LLC for the Public Works Facility Expansion Project STRATEGIC PLAN:7.5. Funding and Delivery of City Services: Use equitable and sustainable sources of funding for appropriate City services, and deliver them in a lean and efficient manner. BACKGROUND:On January 6, 2026 the City approved a Master Services Agreement with Hennebery Eddy Architects, LLC for conceptual design, site analysis, and cost modeling in support of the City's public works facility expansion effort. This amendment revises the original contract language to address minor oversights intended to persist in the final version of the document. UNRESOLVED ISSUES:None. ALTERNATIVES:As directed by the City Commission. FISCAL EFFECTS:None. Attachments: First Amendment to Public Works Facility Expansion Master Services Agreement.pdf Report compiled on: January 22, 2026 28 First Amendment to Master Services Agreement for Public Works Facility Expansion Project FY 2025 – FY 2026 Page 1 of 2 FIRST AMENDMENT TO MASTER SERVICES AGREEMENT THIS FIRST AMENDMENT TO THE MASTER SERVICES AGREEMENT FOR THE PUBLIC WORKS FACILITY EXPANSION PROJECT dated January 6, 2026 (the “Agreement”) is made and entered into this day of February 3, 2026, by and between the CITY OF BOZEMAN, a municipal corporation organized and existing under the laws of the State of Montana, 121 North Rouse Ave., Montana 59715, hereinafter referred to as “City,” and Hennebery Eddy Architects, Inc. with a mailing address of 109 N. Rouse Ave., Bozeman, MT 59715, hereinafter referred to as “Hennebery Eddy”. In consideration of the mutual covenants and agreements herein contained, the receipt and sufficiency whereof being hereby acknowledged, the parties hereto agree to amend the Agreement as follows: 1. Section 3.3 Removal of the word “endorsed” to read: The Owner shall be included as additional insured on the Architect’s primary and excess insurance policies for General Liability and Automobile Liability. 2. Section 9.4.6 Added to read: Renderings, physical models, mock-ups, professional photography, and presentation materials requested by the Owner or required for the Project. 3. Agreement still valid. All remaining terms and provisions of the Agreement remain valid. **** END OF AGREEMENT EXCEPT FOR SIGNATURES **** 29 First Amendment to Master Services Agreement for Public Works Facility Expansion Project FY 2025 – FY 2026 Page 1 of 2 IN WITNESS WHEREOF, the parties hereto have executed this instrument the day and year first above written. CITY OF BOZEMAN, MONTANA [HENNEBERY EDDY ARCHITECTS] By By Chuck Winn, City Manager Timothy R. Eddy, Executive Officer APPROVED AS TO FORM By Greg Sullivan, Bozeman City Attorney 30 Memorandum REPORT TO:City Commission FROM:Addi Jadin, Park Planning and Development Manager Mitch Overton, Director of Parks and Recreation SUBJECT:A Resolution Approving Change Order Two to the Smith River Construction Contract for Story Mill Splash Pad MEETING DATE:February 3, 2026 AGENDA ITEM TYPE:Agreement - Vendor/Contract RECOMMENDATION:Adopt a Resolution Approving Change Order Two to the Smith River Construction Contract for the Story Mill Splash Pad STRATEGIC PLAN:3.4 Active Recreation: Facilitate and promote recreational opportunities and active health programs and facilities. BACKGROUND:This change order includes the addition of a perimeter fence and UV sanitation system at the Story Mill Community Park Splash Pad, as required by state health code. UV sanitation system to be provided by owner. UNRESOLVED ISSUES:NA ALTERNATIVES:NA. FISCAL EFFECTS:The Change Order increases the contract amount by $30,490 which is within the funding authorized in the FY25-26 biennial budget and the budget amendment from October 2025. Attachments: Smith River Change Order 2.docx Splash-Pad-Change-Order-2_Pricing-Proposals.pdf Resolution_Splash-Pad_Smith-River-Construction_Change- Order-2.doc Report compiled on: December 24, 2025 31 CHANGE ORDER No. 2 DATE OF ISSUANCE EFFECTIVE DATE OWNER: City of Bozeman, MT CONTRACTOR Smith River Construction, LLC Contract: Story Mill Splash Pad Project: Story Mill Splash Pad OWNER's Contract No. GF250 ENGINEER TD&H ENGINEER's Contract No. B24-069 You are directed to make the following changes in the Contract Documents: Description: Installation of Evoqua UV system and control panel per revised drawings issued September 9, 2025 Installation of perimeter fence system per drawing issued. Reason for Change Order: Change in contract price to provide and install a 5-foot perimeter fence needed to prevent dogs from entering the splash pad area ($20,090.00) and installation of a new UV sanitation system required to meet updated state health code ($10,400.00). Attachments: (List documents supporting change) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever, associated with the subject change order items, except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further, that the price agreed-upon herein represents the full cost and value for the subject work performed and the materials supplied under the terms of the contract and that the work quantities and value were properly determined and are correct. CONTRACTOR (Authorized Signature) Date RECOMMENDED BY: APPROVED BY: (ENGINEER - Signature) Date OWNER (Authorized Signature) Date EJCDC 1910-8-B (1996 Edition Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute. CHANGE IN CONTRACT PRICE: Original Contract Price $ 682,000.00 Net Increase (Decrease) from previous Change Orders No. 1 : $ 24,350 Contract Price prior to this Change Order: $ 706,350.00 Net increase (decrease) of this Change Order: $ 30,490 Contract Price with all approved Change Orders: $ 736,840 CHANGE IN CONTRACT TIMES: Original Contract Times: Substantial Completion: Ready for final payment: (days or dates) Net change from previous Change Orders No. to No. : Substantial Completion: Ready for final payment: (days) Contract Times prior to this Change Order: Substantial Completion: Ready for final payment: (days or dates) Net increase (decrease) this Change Order: Substantial Completion: Ready for final payment: (days) Contract Times with all approved Change Orders: Substantial Completion: Ready for final payment: (days or dates) 32 Smith River Construction, LLC 2109 Vaughn Road Great Falls, MT 59404 Office: 406-781-4898 Story Mill Park Splash Pad Fence Quote • 5’ Tall Fortress Fence (Black) • Entry Gate with Pull Top Lockable Latch • 12 Foot Double Drive Gate • Mounted to concrete / Not Cored Price: $20,090.00 This is quote for site containment for the Story Mill Park Splash Pad. Thank you 33 DESIGNED BY:QUALITY CHECK:JOB NO.FIELDBOOKDRAWN BY:DATE:C2.2 GRADINGREV DATE REVISION STORY MILL COMMUNITY PARK SPLASH PAD BOZEMAN, MT SPLASH PAD GRADING EXHIBIT TRB-LRJ6/11/2025B24-069SHEETC2.2CONSTRUCTION SET.DWGEngineering 234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715 406.586.0277 • tdhengineering.comTYP. APRON TRANSITION SECTIONAC2.2AC2.234 Smith River Construction 2109 Vaughn Rd Great Falls, MT 59404 USA smithriverconstruction@gmail.com Estimate ADDRESS Owner 2 ESTIMATE #DATE 1280 12/08/2025 DATE SERVICE DESCRIPTION QTY RATE AMOUNT Change Orders UV Filter Connection 1 10,400.00 10,400.00 Change Order Story Mill Splash Pad UV Filter Connection TOTAL $10,400.00 Accepted By Accepted Date 35 INTRODUCTION:REQUIRED UTILITIES: BOZEMAN, MT1101 McKinley Parkway, Delano MN 55328Contact: CHUCK SCHMITZ952-345-6443 (Direct)chuckschmitz@playlsi.com (Email)STORY MILL PARKSPLASH PADSPLASH PAD DRAWING LIST:1: COVER SHEET2: GENERAL INFORMATION3: SITE PLAN4: SPLASH PAD LAYOUT5: CONCRETE PLAN6: CONCRETE FORM7: CONCRETE SECTION AND DETAILS8: SUPPLY PIPING PLAN9: DRAIN PIPING PLAN10: ELECTRICAL PLAN11: MECHANICAL PLAN12: STORAGE TANK DETAILSSPLASH PAD TO CONSIST OF A 65'-9" X 59'-7" CONCRETE PAD WITH THEFOLLOWING PLAY FEATURES:DRAINAGE SYSTEM TO CONSIST OF (4) COLLECTOR BOX W/ COVERINGGRATE.MECHANICAL SYSTEM TO BE LOCATED IN A NEARBY MECHANICALROOM.RECIRCULATION SYSTEM TO INCLUDE:1 - FILTRATION SKID1 - FILTRATION PUMP1 - SAND FILTER1 - CHEMICAL CONTROL SYSTEM1 - UV DISINFECTION SYSTEM1 - CHLORINE TANK AND PUMP1 - ACID TANK AND PUMP1 - DISTRIBUTION HEADER1 - UNDERGROUND WATER RESERVOIR1 - CONTROL PANEL ON/0FF1 - FEATURE PUMP SKID1.DOMESTIC WATER MAKE-UP: 1", DOMESTIC WATER SUPPLY WITH AN APPROVED BACKFLOW PREVENTER AND PRESSURE REGULATOR (SPECIFIED BY OTHERS)SET TO 25-30PSI AND AN AIR GAP IN ACCORDANCE WITH LOCAL AND STATE CODES***IT IS RECOMMENDED THAT A HOSE BIBB TO BE PROVIDED FOR WASHING DOWNTHE ENTIRE DECK AREA.***2.UNDERGROUND STORAGE TANK OVERFLOW: 3" SCH 80 PVC TO WASTE. AIR GAP REQUIRED.3.DRAIN: 3a) 2" SCH 80 PVC TO WASTE (FROM UNDERGROUND STORAGE TANK SUMP PUMP). AIR GAP REQUIRED. 3b) 3" SCH 80 PVC OVERFLOW TO WASTE (FROM UNDERGROUND STORAGE TANK). AIR GAP REQUIRED. 3c) 3" SCH 80 PVC DRAIN TO WASTE W/ BUTTERFLY ACTUATED VALVE (FROM COLLECTOR BOXES). AIR GAP REQUIRED.4.ELECTRICAL SERVICE:(1) FEED @ 230V, 1Ø, 60hz, 60 amps W/ NEUTRAL (SPLASH PAD MECH)(1) FEED @ 120V, 1Ø, 60hz, 30 amps (SPLASH PAD CONTROLS)(1) FEED @ 120V, 1Ø, 60hz, 15amps W/ NEUTRAL (TANK SUMP PUMP)(1) FEED @ 120V, 1Ø, 60hz, 20 amps W/NEUTRAL (Feature UV system)NO PRODUCT QTY1AQUAFLIER 12DRAGONFLIER 13LEAFCROWN 14AQUALOGS 15AQUAROCK LARGE 36AQUAROCK SMALL 37CAT TAIL SPRAY 28 REEDS 19WATER TOWER 110 WATER WIND MILL 111 ARCH JET 312 BUBBLER 813 FUNNEL TWIST 314 SEA CRAWLER 3SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comCOVER SHEET1211180440NONE CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT36 GENERAL SPLASH PAD NOTES:START-UP CHECK LISTWATER QUALITY GUIDELINESBILL OF MATERIALS:CONCRETE NOTES:ELECTRICAL NOTES:SOIL EXCAVATIONS: STORAGE TANK INSTALL INSTRUCTIONS:PLUMBING NOTES:1. ALL ELECTRICAL CONNECTIONS MUST BE TESTED AFTERCOMPLETION.2. TEST PUMP MOTORS AND VERIFY PROPER ROTATIONAND RUNNING AMPERE AT THE CONTROL PANEL. PUMPSMUST NOT BE RUN DRY.3. INSPECT ALL PIPING AND PIPING ACCESSORIES FORLEAKS ONCE PIPES ARE FILLED WITH WATER.4. PRIOR TO OPERATION, FLUSH ALL LINES OFACCUMULATED DEBRIS.5. TEST ALL HYDRAULIC LINES AND FITTINGS FOR LEAKS.REPAIR IF NECESSARY AND FLUSH CLEAN.6. ALL CUSTOM WATER DEVICES, ETC. MUST BE PROPERLYINSTALLED AND ADJUSTED FOR PROPER PERFORMANCE.7. VERIFY PROPER INCOMING WATER PRESSURE BEFORESTART-UP.FOR PROPER SPLASH PAD OPERATION MAINTAIN,THE FOLLOWING WATER CHEMISTRY:1. pH BALANCE: 7.2-7.82. FREE CHLORINE RESIDUAL: 3.0-5.0 ppm3. TOTAL DISSOLVED SOLIDS: LESS THEN 1000ppm4. CALCIUM HARDNESS: 200-400 1500ppm5. TOTAL ALKALINITY: 80-180ppm AS CALCIUMCARBONATE6. FILTRATION TURNOVER RATE: 30 MINSHOLDING TANK WATER SHALL BE FREE OF COLIFORMBACTERIA CONTAMINATION.CAST IN PLACE CONCRETE NOTES:1. DESIGN CODE: ACI 318 LATEST EDITION.2. VERIFY LOCAL/STATE CODES FOR TYPE, THICKNESS, &REINFORCEMENT REQUIREMENTS FOR CONCRETE SLAB.3. MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS:TYPE STRENGTH LOCATIONA Fc'=3,000PSI FOOTINGSB Fc'=4,000PSI POOL SLABS,WALL, AND EXTERIOR CONCRETE EXPOSED TO FREEZINGTEMPS W/5% TO 7% AIR ENTRAINMENT.4. REINFORCING STEEL:4a) DEFORMED BARS-ASTM A615 GRADE 60KSI.5. PLACE ALL ITEMS PER APPROVED SHOP DWGS. ANDAPPROVED CONCRETE MIX DESIGNS.6. PROVIDE CONCRETE COVER PER ACI 318.7. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOMFINISH.GENERAL FOUNDATION AND CAST IN PLACE CONCRETE NOTES:1. DESIGN CODES ACI 318 AND "ACI DETAILING MANUAL".LATEST EDITION.2. ALL FOOTINGS ARE CENTERED UNDER WALLS ABOVE, U.N.O.3. ALL FOOTING ELEVATIONS SHOWN ARE TO TOP OF FOOTING.4. PROVIDE ALL ACCESSORIES AND SUPPORTS NECESSARY TOSECURE REINFORCING STEEL PER "ACI DETAILING MANUAL" NOOTHER METHODS OR MATERIALS WILL BE ACCEPTABLE.5. PROVIDE PLASTIC CHAIRS AND BAR SUPPORTS IN ALLAREAS OF EXPOSED CONCRETE.6. PROVIDE CONCRETE PROTECTION FOR ALLREINFORCEMENT AS PER ACI 318, SECTION 7.7REQUIREMENTS FOR CAST IN PLACE CONCRETE:6a) CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH: 3"6b) CONCRETE EXPOSED TO EARTH OR WEATHER:#5 BARS AND SMALLER: 112"#6 BARS AND LARGER: 2"6c) CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND: SLABS, WALLS, ANDJOISTS (#3 TO #11 BARS): 34" BEAMS, GIRDERS ANDCOLUMNS, PRIMARY REINFORCEMENT, TIES, STIRRUPSOR SPIRALS: 112"7. CROSS REFERENCE AQUATIXH. AND STRUCTURAL DWGS.TO ENSURE CORRECT LOCATIONS AND PLACEMENT OFALL ANCHOR BOLTS, INSERTS, ETC.8. CAST DOWELS IN FTG. FOR CONCRETE WALLS ABOVE. DOWELSTO BE SAME QTY. SIZE AND SPA. AS THE VERT. WALLREINFORCEMENT. DOWELS ARE TO PROJECT FROM FTGS. TOPROVIDE THE LAP SPLICES INDICATED BELOW, U.N.O. PROVIDE90° STANDARD HOOK IN FREE STANDING WALL FTG. DOWELS.WALL FTG. DOWELS ARE STRAIGHT, U.N.O.9. ALL HORIZONTAL REINFORCING BARS AT OUTSIDE FACEOF WALLS SHALL BE BENT AT WALL CORNERS OR ATINTERSECTING WALLS AND SHALL LAP TO INTERSECTINGREINFORCING AS INDICATED BELOW. SEPARATE BENT BARDOWELS OF THE SAME SIZE AND SPA. AS THE HORIZONTAL WALLREINFORCING AND LAPPED AS INDICATED BELOW MAY BE USEDINSTEAD.10. LAP SPLICES AT ALL REINFORCING IN ALL CAST INPLACE CONCRETE SHALL BE AS FOLLOW, U.N.O.#4 BAR=24" #7 BAR=42"#5 BAR=30" #8 BAR=48"#6 BAR=36" #9 BAR=54"11. UNLESS NOTED OTHERWISE ON DWGS. PROVIDEADDITIONAL REINFORCING ALL AROUND CONCRETEWALL AND SLAB OPENINGS EQUAL TO THE INTERRUPTEDREINFORCING IN EACH DIRECTION AND EACH FACE MIN.ONE (1) BAR ALL AROUND FOR EACH LAYER OFREINFORCING). EXTEND BARS BEYOND EDGE OFOPENINGS EQUAL TO LAP LENGTH INDICATED ABOVE.ADD ONE (1) #4x4'-0" DIAG. BAR CENTERED ON EACHCORNER (ONE (1) PER EACH LAYER OFREINFORCEMENT).12. EXPANSION JOINT TO BE EVERY 20' x 20'.13. SAW CUT JOINT TO BE EVERY 10' x 10'.14. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOMFINISH.1. CONTROL PANELS1a) A CLASS "A" GROUND FAULT CIRCUIT INTERRUPTERMUST BE INSTALLED IN ALL BRANCH CIRCUITSSUPPLYING EQUIPMENT IN THE EQUIPMENT ROOM.1b) THE NATIONAL ELECTRICAL CODE REQUIRES CLEARSPACE AROUND INSTALLED ELECTRICAL PANELS FORSAFETY AND MAINTENANCE. THE INSTALLER SHALLVERIFY THAT EACH PANEL INSTALLATION IS COMPLIANTWITH THE N.E.C. AND LOCAL ELECTRICAL CODES.2. BONDING2a) ALL METALLIC PIPING AND CONDUIT SYSTEMSASSOCIATED WITH THE SPLASH PAD MUST BEBONDED TO THE EQUIPMENT GROUNDING CONDUCTOROF THE BRANCH CIRCUIT SUPPLYING ELECTRICALPOWER TO THE SPLASH PAD.2b)ALL STAINLESS STEEL STRUCTURES REQUIRE BONDING PER NEC ANDLOCAL CODES.2c) ALL REQUIRED BONDING TO BE APPROVED BY LOCAL JURISDICTIONINSPECTOR PRIOR TO PLACING CONCRETE.3. GROUNDING3a) THE FOLLOWING EQUIPMENT MUST BE GROUNDED:-ALL ELECTRICAL EQUIPMENT IN THE SPLASH PAD.-ALL ELECTRICAL RECIRCULATING SYSTEM EQUIPMENT.-ALL PANELBOARDS THAT SUPPLY ANY ELECTRICAL EQUIPMENT ASSOCIATED WITH THE SPLASH PAD.4. CONDUITS4a) THE CONDUIT SYSTEM MUST BE WATERTIGHT FROMTHE CONTROL PANEL TO THE WATER FEATURE/POOLS.PRESSURE TEST CONDUIT WITH 5 PSI (MIN.) TO 15 PSI(MAX.), VERIFY WITH APPLICABLE CODES, FOR 30MINUTES WITHOUT ANY PRESSURE DROP. IF REQUIREDREPAIR ANY LEAKS AND RE-TEST.4b) ALL CONDUITS EXPOSED TO MOISTURE MUST BE OFA CORROSION RESISTANT MATERIAL SUCH AS REDBRASS.5. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NFPA70, NATIONAL ELECTRICAL CODE 2008 EDITION THAT ISINCORPORATED BY REFERENCE.REMOVE ALL EXISTING FILL SOILS AND ANY SILTY SANDS(INCLUDING NATURALLY DEPOSITED SOILS). SOILS EXPOSED IN THEEXCAVATION BOTTOM SHOULD CONSIST OF NATURAL COARSEALLUVIAL SANDS (SP OR SP-SM). SOILS EXPOSED IN THEEXCAVATION BOTTOM SHOULD BE THOROUGHLY SURFACECOMPACTED. FILL PLACED IN THE EXCAVATION SHOULD CONSISTOF NON-FROST SUSCEPTIBLE SANDS HAVING 5% OR LESS PARTICLES(BY WEIGHT) FINER THAN THE #200 SIEVE AND 40% OR LESSPARTICLES FINER THAN THE #40 SIEVE. FILL SHOULD BE COMPACTEDTO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUMDRY DENSITY (ASTM: D698). REMOVE ALL BACKFILL THAT DOES NOTCONFORM TO MATERIAL SPECIFICATION (SP OR SP-SMCLASSIFICATION) OR MEET COMPACTION REQUIREMENTS.CONSULT SOILS REPORT OR TESTING LABORATORY AS NECESSARY.1.SITE CONDITIONS: THE SITE MUST BE ACCESSIBLE TO LARGE, HEAVYTRUCKS. FREE OF ITEMS LIKE TREES, OVERHEAD WIRES, ANDBUILDINGS. THAT COULD INTERFERE WITH DELIVERY OR INSTALLATIONAND ALLOWS TRUCKS TO WITHIN 3 TO 8 FEET OF PLACEMENTEXCAVATION.2.EXCAVATION: EXCAVATION SHOULD BE APPROXIMATELY18" MINIMUM LARGER THAN TANK SIZE TO ALLOW FOR ADEQUATEBACK FILL. THIS MAY VARY WITH SOIL CONDITIONS. EXCAVATIONBELOW THE TANK CENTER TO BE 2" LOWER TO PREVENT UNDUEPRESSURE AT CENTER OF TANK.3.BEDDING: PROPER USE OF BEDDING MATERIAL IS IMPORTANT TOENSURE SERVICE LIFE OF TANK STRUCTURE. BEDDING MUST BECAPABLE OF BEARING THE WEIGHT OF THE TANK AND CONTENTS.BEDDING MATERIAL SHALL HAVE THE ABILITY OF 100% TO BE ABLETO PASS THROUGH A 12" SCREEN MADE UP OF SAND OR GRAVEL(CLEAN PEA STONE PREFERRED). BEDDING THICKNESS SHALL BE A4" MINIMUM COMPACTED (THICKNESS MAY VARY WITH EXISTINGSOIL CONDITIONS). THE CENTER BEDDING UNDER THE TANK SHOULDBE 1" LOWER THEN THE PERIMETER BEDDING.4.WATER TABLE:TANKS BEING PLACED WHERE WATER LEVELS CANPOTENTIALLY BE HIGHER THAN THE ELEVATION OF THE TANK COVER,MUST BE BROUGHT TO THE ATTENTION OF AQUATIX ADDITIONALINSTALLATION INSTRUCTIONS SUCH AS BALLAST AND COATING MAYBE REQUIRED.5.BACKFILL: SIDEWALLS REQUIRE BACKFILL WHICH 100% SHALL PASSA 2" SCREEN MATERIAL MADE UP OF DRY SOIL, SAND, OR GRAVEL.MINIMUM 12" ALL SIDES OF THE TANK-FROM BASE TO TOP. NOPARALLEL BACKFILLING OR COMPACTION ALONG THE LENGTHOF SIDEWALLS IS PERMITTED. NO WHEEL OR TACK LOADINGSIDEWALLS. MATERIAL ON TOP OF TANK TO PASS 4" SCREEN & DRY.6.COVER MATERIAL: COVER MATERIAL SHALL BE DRY SOIL,SAND, OR GRAVEL MATERIAL THAT HAS THE ABILITY OF 100% TO BEABLE TO PASS THROUGH A 4" SCREEN. COVER MATERIALS SHALL BEMOUNDED OVER TANK AND AROUND RISERS TO DIRECT RUN-OFFAWAY FROM STORAGE TANK.7.WATER EVACUATE: FILTRATION PUMP MAY BE USED TO EVACUATEWATER FROM STORAGE TANK TO APPROVED WASTE CONNECTIONIN EVENT OF WATER CONTAMINATION. TANK SHALL BETHOROUGHLY CLEANED AND SANITIZED PRIOR TO RE-FILLING.CONFIRM INSPECTION WITH YOUR LOCAL HEALTH DEPARTMENTRE-FILLING STORAGE TANK & RE-STARTING THE SYSTEM.8.TANK STANDARD: TANK TO BE MANUFACTURED TO ASTMC-913 AND C-1227 STANDARDS. ALL SEAMS AND PIPEPENTRATIONS TO BE WATER TIGHT.1. INSTALLER SHALL FIELD VERIFY ALL DIMENSIONS ANDELEVATIONS. ANY CHANGES OR REVISIONS TO THE DRAWINGSAFTER THE DRAWINGS HAVE BEEN APPROVED IS THERESPONSIBILITY OF THE INSTALLING PARTY.2. IT IS THE INSTALLERS RESPONSIBILITY TO LOCATE ALLUTILITIES AND ALL OTHER FACILITIES ABOVE AND BELOWGRADE PRIOR TO PERFORMING ANY WORK.3. DURING THE COURSE OF CONSTRUCTION, THE INSTALLERSHALL MAINTAIN AN ACCURATE RECORD OF ALL ELEVATIONSAND CHANGES OF THE APPROVED WORK AND DOCUMENTTHE ACTUAL INSTALLATION ON A SET OF REPRODUCIBLEDRAWINGS.4. IT IS RECOMMENDED THAT A LIGHTENING DETECTION DEVICEBE INSTALLED INTO THE SPLASH PAD SYSTEM.5. IT IS RECOMMENDED THAT A VALIDATED UV SYSTEM BEINSTALLED INTO THE SPLASH PAD SYSTEM.6. THE BACKFLOW PREVENTER ON THE WATER MAKE-UP LINESHALL INCLUDE A PRESSURE REDUCING VALVE ANDPRESSURE GAUGE. THE INSTALLER MUST SET THE INCOMINGCOLD WATER LINE PRESSURE BELOW 30 PSI BEFORE INITIALSPLASH PAD START-UP.7. ALL COMPONENTS OF THE FILTRATION AND RECIRCULATIONSYSTEM MUST BE NSF APPROVED.8. ELEVATIONS AND CENTER LINES ARE FOR REFERENCEPURPOSES ONLY. IT IS THE INSTALLERS RESPONSIBILITY TODETERMINE AND VERIFY ACTUAL CENTER LINES, LOCATIONS,AND ELEVATIONS.9. ALL MECHANICAL INSTALLATION WORK SHALL BECOMPLETED IN A WORKMAN LIKE MANNER ACCORDING TOSTANDARD INDUSTRY PRACTICE AND WARRANTED.10. EQUIPMENT SUPPLIER SHALL WARRANTY ALL PRODUCTSAGAINST DEFECTS IN WORKMANSHIP FOR A PERIOD OFTWELVE (12) MONTHS FROM DATE OF INSTALLATION.11. IF PRODUCT AND ASSOCIATED MECHANICAL SYSTEM (SUPPLYLINE, DRAIN LINE, HEADER, PUMP, FILTER, ETC.) REQUIRESWINTERIZATION, IT IS TO BE PERFORMED BY EITHER AQUALIFIED CONTRACTOR OR QUALIFIED MAINTENANCEPERSONNEL TRAINED IN PROPER WINTERIZATION PROCEDURES.12. THERE MUST BE NO DIRECT PHYSICAL CONNECTIONBETWEEN THE SEWER SYSTEM AND ANY DRAIN FROM THESPLASH PAD OR RECIRCULATION SYSTEM.13. SIGNAGE MUST BE PROVIDED IN ACCORDANCE WITH LOCALAND STATE USER SANITATION AND SAFETY CODES.14. THE OWNER IS RESPONSIBLE FOR DESIGNATING A PERSONTO OPERATE AND MAINTAIN THE SPLASH PAD AND ALLRELATED FACILITIES AND EQUIPMENT IN ACCORDANCE WITHLOCAL AND STATE OPERATION AND MAINTENANCE CODES.15. A RECORD OF THE SPLASH PAD'S OPERATION ANDROUTINE MAINTENANCE MUST BE KEPT BY THE DESIGNATEDOPERATOR IN ACCORDANCE WITH LOCAL AND STATE CODES.16. TOILETS, SHOWERS, DRINKING FOUNTAINS, AND DRESSINGROOMS MUST BE CONVENIENTLY AVAILABLE TO POOLPATRONS IN ACCORDANCE WITH LOCAL AND STATE CODES.1. PIPING IS DRAWN FOR CLARITY AND DOES NOTNECESSARILY INDICATE EXACT ROUTING. CONTRACTOR SHALLINSTALL PIPING WITH AS FEW CHANGES IN DIRECTION ANDELEVATION AS JOB SITE CONDITIONS WILL ALLOW.2. ALL PIPE AND FITTINGS RECOMMENDED TO BE SCH 80 PVC(SCH 40 ACCEPTABLE). INSTALLER RESPONSIBLE FOR ALLPIPE, PIPE FITTINGS, FLANGES, GASKETS, ELBOWS, ANDHARDWARE TO CONNECT ALL EQUIPMENT TO OPERATEPROPERLY.3. MINIMIZE THE USE OF 90°ELBOWS ON PUMP SUCTION LINES.MAINTAIN 10 TIMES PIPE DIAMETER OF STRAIGHT PIPE ONPUMP SUCTION LINE BEFORE PUMP.4. ALL NON-DRAIN PIPING MUST BE PRESSURE TESTED PRIORTO BACKFILLING. WATER TESTING LINES AT 30 PSI FOR (1)HOUR WITH NO PRESSURE DROP IS THE PREFERRED METHODOF TESTING. ISOLATE ALL PIPING APPURTENANCES FROM THEPRESSURE OF THIS TEST, AS THEY ARE NOT DESIGNED FORHIGH PRESSURE OPERATION AND DAMAGE MAY OCCUR. ALLTEST FAILURES SHALL BE CORRECTED.**WARNING: NOT INTENDED FOR USE WITH COMPRESSED AIROR GAS. THIS PRODUCT IS ONLY TO BE USED FOR ITSINTENDED PURPOSE.**5. ALL DISCHARGE, SUCTION, AND DRAIN LINES MUST HAVE AMEANS FOR DRAINAGE SUPPLIED BY THE GENERALCONTRACTOR FOR WINTERIZATION.6. SUCTION LINE VELOCITY NOT TO EXCEED 6 FT/SEC.7. SUPPLY LINE VELOCITY NOT TO EXCEED 8 FT/SEC.8. GRAVITY DRAIN LINE VELOCITY NOT TO EXCEED3.0 FT/SEC.9. DRAINAGE GRATING VELOCITY NOT TO EXCEED 1.5 FT/SEC.10. PROVIDE ALL PIPE AND EQUIPMENT IN ACCORDANCE WITHMANUFACTURE RECOMMENDATIONS AND APPLICABLE CODESAND REGULATIONS.11. SUPPORT ALL PIPE LINES INDIVIDUALLY, EACH BRANCHHAVING AT LEAST ONE HANGER. IF NOT SPECIFICALLY NOTED, PROVIDEVERTICAL AND LATERAL SUPPORT FOR ALL PIPING AND EQUIPMENT.12. PIPE SHALL BE INDEPENDENTLY SUPPORTED OF ALL PUMPSAND EQUIPMENT.13. PROTECT PLASTIC PIPE IN STEEL SUPPORT BRACKETS.14. SIZE HANGERS PROPERLY TO FIT AROUND PIPES AND SIZEHANGER RODS, SCREWS, BOLTS, NUTS, ETC. ACCORDING TOMANUFACTURES SIZING CHARTS.15. SPACE HANGERS FOR HORIZONTAL PIPES AT MAXIMUM 4FTFOR 1" PIPE AND UNDER, 5FT FOR 2" UNDER, 7FT FOR 4"UNDER, 9FT FOR 6" UNDER, 10FT FOR 8" UNDER, 11FT FOR10" UNDER AND 12FT FOR 12" OR LARGER.16. DO NOT USE WIRE OR OTHER MAKESHIFT DEVICES FORHANGERS OR SUPPORT.1. (32) WATERPLAY FEATURES (SEE GENERAL SPLASH PAD DATA)2. FILTRATION SYSTEM SKID COMPONENTS:2a)(1) FILTER PUMP - PENTAIR INTELLIFLO,MODEL# INTELLIFLO3 HP,230V, 1Ø 16.0AMP-120 GPM@60'TDH2b) (1) SAND FILTER - PENTAIR TRITON C,MODEL #TR-140-C, COMM. RATING: 141GPM EA2c) (13) 50LBS. OF SAND - HIGH RATE SAND FILTERSAND, SUPERIOR POOLS, PART #AAA-2002d) (6) 50LBS. OF GRAVLE - HIGH RATE SAND FILTERGRAVLE, SUPERIOR POOLS, PART #AAA-2062e) (1) MULTIPORT VALVE - PENTAIR 2" MULTIPORTVALVE WITH SIGHT GLASS, MODEL #2610552f) (1) AUTOMATIC CHEMICAL CONTROLLER - CATCONTROLS 110V, 5AMP INCLUDES LIQUID ACID PUMP2g) (1) FLOW METER - H2FLOW CONTROLS - 3"PIPE, MODEL # FV-32h) (1) ELECTRICAL PANEL - UL LISTED, PRE-TESTED2i) (2) CHEMICAL STORAGE - CHEMICAL STORAGEBY OTHERS2j) (2) PERISTALTIC PUMP - STENNER: MODEL #45M52k) (1) UV SYSTEM AND CONTROL PANEL - HAYWARD, HYDRORITE MODEL #HYR150L4, 133GPM, 120V/3AMP3. FEATURE SKID SYSTEM COMPONENTS:3a) (1) FEATURE PUMP -PENTAIR EQ SERIES, MODEL# EQ-7507.5 HP, 230V, 1Ø 30.4AMP-430GPM@50'TDH3b) (1) HEADER - 6" DIA PREFABRICATED DISTRIBUTION MANIFOLD,EACH SUPPLY LINE TO HAVE INDIVIDUAL MANUAL CONTROLVALVES.3c) (1) UV SYSTEM AND CONTROL PANEL - EVOQUA, BARRIER Ti MODEL #Ti4200-8. 506 GPM MAX, 120V/20AMP4. TANK AND TANK COMPONENTS:4a) (1) UNDERGROUND RESERVOIR - PRECASTCONCRETE TANK LOCKABLE HATCH ANDLADDER (2,700 GALLON WORKING CAPACITY-3,000 TOTAL CAPACITY) SEE SHEET 1/12 AND 12/12.***TANK TO BE PREPLUMBED AND OUTFITTED***4b) (1) SUMP PUMP - FLOTEC SUMP PUMP, 115V,15AMPS, W/ J-BOX FOR ELECTRICAL CONDUIT, LOCATED WITHIN TANK. MODEL #FPSE3200A4c) (1) SKIMMER - AQUATIX. LLC FLOATING SKIMMERW/INTAKE HOSE.4d) (1) WATER LEVEL CONTROL VALVE - MECHANICAL HUDSON FLOAT VALVE (1" LINE)MCMASTER CARR - 46585K144e) (1) FILTRATION RETURN PLUMBING LOOP- 3" PVC PIPE W/ (10) 34" DISCHARGE PORTSFACING DOWN INTO TANK(SEE DRAWING 12 FOR DETAILS)5. MISCELLANEOUS COMPONENTS:5a) (1) AQUAVATOR - PVC STRUCTURE W/ A TOUCH SENSOR(2 WIRE PROXIMITY SWITCH, 22AWG, 10-36VDC LOWVOLTAGE) TO ACTIVATE THE FEATURE PUMP FOR A SETDURATION OF TIME.5b) (4) COLLECTOR BOX - 18" PVC SUMP W/FRPGRATE TOP, NOMINAL CAPACITY OF 250 GPM.5c) (1) 3" WASTE VALVE BOX - FIBERGLASS BURIAL HOUSING TO CONTAIN A 3" ACTUATED BUTTERFLYVALVE (115V, 0.50 amps) THAT WILL ACTIVATE WHEN THESYSTEM IS NOT OPERATING TO ALLOW WATER (SUCH AS RAIN)THAT ACCUMULATES IN THE COLLECTOR BOX TO DRAIN TOWASTE.**REFER TO MANUFACTURER INSTRUCTIONS ON WIRINGREQUIREMENTS.***** ALL MECHANICAL SKID SYSTEMS TO BE PROVIDED BY SPLASH PAD MANUFACTURE TO BE PRE-PLUMBED, PRE-WIRED AND FULLY TESTED. ***NO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EASHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comGENERAL INFORMATION1221180440NONE CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT37 NOTE:ALL CONCRETE SLOPES TO BE 18"/FT MIN1.SITE ELEVATIONS OF SPLASH PAD AND CONCRETEAPRON TO BE VERIFIED BY OTHERS.2. SURFACE MOUNTED STRUCTURES MAY REQUIRE AFLAT/LEVEL SURFACE FOR PROPER INSTALLATION. SEEINDIVIDUAL STRUCTURE MOUNTINGINSTALLATION INSTRUCTIONS.3. ACTUAL SIZE, SHAPE, AND LOCATION OF SPLASHPAD TO BE FIELD DETERMINED BY OTHERS. ALLDIMENSIONS OF SIZE AND SHAPE OF SPLASHPAD FOR REFERENCE ONLY.4. INDICATES SAW CUT JOINT5. INDICATES EXPANSION JOINT6. THE INTENT OF A SPLASH PAD IS TO BE A DRYDECK WITH NO STANDING WATER. THE WATER ISTO BE CONTAINED WITHIN THE PERIMETER OFTHE SPLASH PAD AND ALL WATER IS TO DRAININTO THE DRAINAGE BOX. THE CONCRETE ISTO BE FORMED AND SLOPED TO ACCOMMODATETHIS DRAIN PATTERN.7. UNDER NO CIRCUMSTANCES SHALL THESURROUNDING HARDSCAPE AREA BE SLOPED TOALLOW WATER TO BE DRAINED INTO THE SPLASHPAD DECK.8. ALL CONCRETE SURFACES TO HAVE A MEDIUMBROOM FINISH.9. SUB-CUT EXCAVATION UNDER SPLASH PAD 18" MINFOR GRANULAR FILL.10. EXPANSION JOINT TO BE EVERY 20'x20'.11. SAW CUT JOINT TO BE EVERY 10'x10'.12. COORDINATE EXPANSION JOINT AND SAW CUTLOCATIONS WITH PLAY EQUIPMENT LOCATIONS.13. SEE SHEET 4 OF 12 FOR SPLASH PAD LAYOUT.14. SEE SHEET 5 OF 12 FOR CONCRETE LAYOUT.15. DRAWINGS ARE FOR DESIGN/LAYOUT PURPOSESONLY. PLEASE SEE AQUATIC RECREATIONCOMPANY PROPOSAL FOR INCLUDED STRUCTURES,EQUIPMENT, SERVICES, AND EXCLUSIONS.17. INDICATES SPLASH ZONE.18. SPLASH ZONES ARE APPROXIMATE. ACTUALSPLASH ZONE MAY VARY BASED ON VARIOUSENVIRONMENTAL CONDITIONS, FLOW RATES,SLOPE OF THE SPLASH PAD, SUBMERGENCEDEPTH AND WIND.SITE LAYOUT ASSUMES NO STRONGPREVAILING WINDS FROM ANYSPECIFIC DIRECTION. PLEASE ADVISEAQUATIX AS SOON AS POSSIBLE IF WINDCONDITIONS MAY EFFECT PRODUCT SPRAYZONES.NO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EA15 AQUAVATOR 1 -- --16 COLLECTOR BOX 4 -- --STRAINER REQUIRED ON SUPPLY LINE**115234566678910111111121212121212121213131314141616161655714SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comSITE PLAN1231180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT38 55'-9" SPLASH PAD65'-9" OVERALL5'-0" TYP.APRON49'-7" SPLASH PAD59'-7" OVERALL3'-0"5'-0"8'-0"12'-0"13'-0"16'-0"21'-0"2'-0"4'-0"7'-0"9'-0"14'-0"24'-0"6'-9"9'-9"12'-9"13'-9"15'-2"24'-9"7'-0"8'-0"11'-0"12'-0"18'-8"20'-0"14'-9"5'-7"6'-7"7'-7"8'-3"12'-7"13'-7"16'-7"17'-7"18'-7"20'-7"22'-7"6'-9"4'-9"8'-9"13'-9"14'-9"15'-9"21'-9"22'-9"23'-9"24'-9"26'-9"4'-0"6'-0"12'-0"14'-0"17'-0"23'-0"24'-0"26'-0"27'-0"3'-7"8'-7"8'-4"11'-7"12'-7"13'-7"15'-7"18'-7"19'-7"20'-7"16'-0"115234566678910111111121212121212121213131314141616161655714NOTE:ALL CONCRETE SLOPES TO BE 18"/FT MIN1.SITE ELEVATIONS OF SPLASH PAD AND CONCRETEAPRON TO BE VERIFIED BY OTHERS.2. SURFACE MOUNTED STRUCTURES MAY REQUIRE AFLAT/LEVEL SURFACE FOR PROPER INSTALLATION. SEEINDIVIDUAL STRUCTURE MOUNTINGINSTALLATION INSTRUCTIONS.3. ACTUAL SIZE, SHAPE, AND LOCATION OF SPLASHPAD TO BE FIELD DETERMINED BY OTHERS. ALLDIMENSIONS OF SIZE AND SHAPE OF SPLASHPAD FOR REFERENCE ONLY.4. INDICATES SAW CUT JOINT5. INDICATES EXPANSION JOINT6. THE INTENT OF A SPLASH PAD IS TO BE A DRYDECK WITH NO STANDING WATER. THE WATER ISTO BE CONTAINED WITHIN THE PERIMETER OFTHE SPLASH PAD AND ALL WATER IS TO DRAININTO THE DRAINAGE BOX. THE CONCRETE ISTO BE FORMED AND SLOPED TO ACCOMMODATETHIS DRAIN PATTERN.7. UNDER NO CIRCUMSTANCES SHALL THESURROUNDING HARDSCAPE AREA BE SLOPED TOALLOW WATER TO BE DRAINED INTO THE SPLASHPAD DECK.8. ALL CONCRETE SURFACES TO HAVE A MEDIUMBROOM FINISH.9. SUB-CUT EXCAVATION UNDER SPLASH PAD 18" MINFOR GRANULAR FILL.10. EXPANSION JOINT TO BE EVERY 20'x20'.11. SAW CUT JOINT TO BE EVERY 10'x10'.12. COORDINATE EXPANSION JOINT AND SAW CUTLOCATIONS WITH PLAY EQUIPMENT LOCATIONS.13. SEE SHEET 4 OF 12 FOR SPLASH PAD LAYOUT.14. SEE SHEET 5 OF 12 FOR CONCRETE LAYOUT.15. DRAWINGS ARE FOR DESIGN/LAYOUT PURPOSESONLY. PLEASE SEE AQUATIC RECREATIONCOMPANY PROPOSAL FOR INCLUDED STRUCTURES,EQUIPMENT, SERVICES, AND EXCLUSIONS.17. INDICATES SPLASH ZONE.18. SPLASH ZONES ARE APPROXIMATE. ACTUALSPLASH ZONE MAY VARY BASED ON VARIOUSENVIRONMENTAL CONDITIONS, FLOW RATES,SLOPE OF THE SPLASH PAD, SUBMERGENCEDEPTH AND WIND.NO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EA15 AQUAVATOR 1 -- --16 COLLECTOR BOX 4 -- --STRAINER REQUIRED ON SUPPLY LINE**SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comSPLASH PAD LAYOUT1241180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT39 SEE PAGE 7 OF 12FOR SECTION DETAILSNOTE:1. ALL CONCRETE SLOPES TO BE 18"/FT MIN.2.SITE ELEVATIONS OF SPLASH PAD AND CONCRETEAPRON TO BE VERIFIED BY OTHERS.3. SURFACE MOUNTED STRUCTURES MAY REQUIRE A FLAT/LEVELSURFACE FOR PROPER INSTALLATION. SEE INDIVIDUAL STRUCTUREMOUNTING INSTALLATION INSTRUCTIONS.4. REFER TO SPEC SHEET AND INSTALLATION DRAWING FOR EACHPRODUCT.5. ACTUAL SIZE, SHAPE, AND LOCATION OF SPLASH PAD TOBE FIELD DETERMINED BY OTHERS. ALL DIMENSIONS OFSIZE AND SHAPE OF SPLASH PAD FOR REFERENCE ONLY.6. INDICATES SAW CUT JOINT7. INDICATES EXPANSION JOINT8. THE INTENT OF A SPLASH PAD IS TO BE A DRY DECK WITH NOSTANDING WATER. THE WATER IS TO BE CONTAINED WITHIN THEPERIMETER OF THE SPLASH PAD AND ALL WATER IS TO DRAIN INTOTHE COLLECTOR BOX(S). THE CONCRETE IS TO BE FORMEDAND SLOPED TO ACCOMMODATE THIS DRAIN PATTERN.9. ALL TREATED SPLASH PAD WATER IS INTENDED TO REMAIN WITHINDESIGNATED SPLASH PAD DECK. UNDER NO CIRCUMSTANCESSHOULD SLOPE OF SPLASH PAD ALLOW WATER TO DRAIN OFF PAD10. UNDER NO CIRCUMSTANCES SHALL THE SURROUNDINGHARDSCAPE AREA BE SLOPED TO ALLOW WATER TO BE DRAINEDINTO THE SPLASH PAD DECK11. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOM FINISH.12. SUB-CUT EXCAVATION UNDER SPLASH PAD 18" MIN FORGRANULAR FILL13. EXPANSION JOINT TO BE EVERY 20'x20'.14. SAW CUT JOINT TO BE EVERY 10'x10'.15. COORDINATE EXPANSION JOINT AND SAW CUT LOCATIONS WITHPLAY EQUIPMENT LOCATIONS.IMPORTANT: SEE NOTE #8CONCERNING SPLASHPAD SLOPE2747EXPANSION JOINT (SEENOTE 7)SAW CUT JOINT (SEENOTE 6)SLOPE FINISHED SPLASH PAD SURFACETO DRAINS (SEE NOTE 2)PERIMETER OF SPLASH PAD(SEE NOTE 2)37SLOPESLOPE SLOPE SLOPESLOPE SLOPESLOPESLOPESLOPESLOPE SLOPE SLOPE SLOPE SLOPE SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLO PESLO PESLOPESLOPESLO PESLOPE17SLOPESLO PESLOPESLOPESLOPESLOPESLOPESLOPESLOPE SLOPESLOPE SLOPE THIS EDGE IS TO BE THE SAMEELEVATION AS THE PERIMETEROF THE SPLASH PADSHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comCONCRETE PLAN1251180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT40 EDGE OF SPLASHPAD (TYP)EDGE OF CONCRETEAPRON (TYP)EXPANSION JOINT (TYP)SAW CUT JOINT (TYP)55'-9" SPLASH PAD65'-9" OVERALL49'-7" SPLASH PAD59'-7" OVERALL5'-0" MIN APRON AROUNDSPLASH PAD AREA (SEE NOTE 2)THIS EDGE IS TO BE THE SAMEELEVATION AS THE PERIMETEROF THE PAD17'-11"20'-0"17'-11"10'-0"10'-0"10'-0"14'-10"20'-0"14'-10"10'-0"10'-0"10'-0"SEE PAGE 7 OF 12FOR SECTION DETAILSNOTE:1. ALL CONCRETE SLOPES TO BE 18"/FT MIN.2.SITE ELEVATIONS OF SPLASH PAD AND CONCRETEAPRON TO BE VERIFIED BY OTHERS.3. SURFACE MOUNTED STRUCTURES MAY REQUIRE A FLAT/LEVELSURFACE FOR PROPER INSTALLATION. SEE INDIVIDUAL STRUCTUREMOUNTING INSTALLATION INSTRUCTIONS.4. REFER TO SPEC SHEET AND INSTALLATION DRAWING FOR EACHPRODUCT.5. ACTUAL SIZE, SHAPE, AND LOCATION OF SPLASH PAD TOBE FIELD DETERMINED BY OTHERS. ALL DIMENSIONS OFSIZE AND SHAPE OF SPLASH PAD FOR REFERENCE ONLY.6. INDICATES SAW CUT JOINT7. INDICATES EXPANSION JOINT8. THE INTENT OF A SPLASH PAD IS TO BE A DRY DECK WITH NOSTANDING WATER. THE WATER IS TO BE CONTAINED WITHIN THEPERIMETER OF THE SPLASH PAD AND ALL WATER IS TO DRAIN INTOTHE COLLECTOR BOX(S). THE CONCRETE IS TO BE FORMEDAND SLOPED TO ACCOMMODATE THIS DRAIN PATTERN.9. ALL TREATED SPLASH PAD WATER IS INTENDED TO REMAIN WITHINDESIGNATED SPLASH PAD DECK. UNDER NO CIRCUMSTANCESSHOULD SLOPE OF SPLASH PAD ALLOW WATER TO DRAIN OFF PAD10. UNDER NO CIRCUMSTANCES SHALL THE SURROUNDINGHARDSCAPE AREA BE SLOPED TO ALLOW WATER TO BE DRAINEDINTO THE SPLASH PAD DECK11. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOM FINISH.12. SUB-CUT EXCAVATION UNDER SPLASH PAD 18" MIN FORGRANULAR FILL13. EXPANSION JOINT TO BE EVERY 20'x20'.14. SAW CUT JOINT TO BE EVERY 10'x10'.15. COORDINATE EXPANSION JOINT AND SAW CUT LOCATIONS WITHPLAY EQUIPMENT LOCATIONS.IMPORTANT: SEE NOTE #8CONCERNING SPLASHPAD SLOPESHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comCONCRETE FORM1261180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT41 1'-0"5"MIN. 5" 4000 PSI CONC.W/REINFORCEMENT PERNOTE 12SEE NOTE 13 FOR MINGRAN. FILLMIN. SLOPE1/8"/FT1'-4"8"1'-4" -FIELD VERIFY LOCATION AND ELEVATIONS OF JOINTS. CONTRACTOR MAY SUBMIT NEW LOCATIONS FOR APPROVAL -DIAGRAMMATIC ONLYCAULKED 1/2"EXPANSION JOINTMIN. 5" 4000PSI CONC.W/REINFORCEMENT PERNOTE 12WATER STOPSEE NOTE 13 FORMIN. GRAN. FILL#5 REBAR DOWELS2' LG @ 1-0" O.C.PVC SLEEVE,CAP END12" JOINT FILLER5"MIN. 5" 4000 PSI CONC.W/REINFORCEMENT PERNOTE 12SEE NOTE 13 FOR MIN. GRAN. FILLSAW CUT JOINT NOTE: -FIELD VERIFY LOCATION AND ELEVATIONS OF JOINTS. CONTRACTOR MAY SUBMIT NEW LOCATIONS FOR APPROVAL -DIAGRAMMATIC ONLYNOTE:1. ALL SUB-BASE MATERIALS BY OTHERS, CONTRACTOR CAN ASSUME SITE TO BELEVEL TO ROUGH GRADE WITH COMPACTED FILL, COMPACTION TEST BY OTHERS.2. CONCRETE TO BE THICKENED AT ALL PRODUCT INSTALLATION LOCATIONS (BOTHEMBED AND ABOVE GROUND STRUCTURES). REFER TO INSTALLATION DRAWINGSFOR EACH PRODUCT.3. ALL CONCRETE SLOPES TO BE 1/8"/FT MIN.4.SITE ELEVATIONS OF SPLASH PAD AND CONCRETE APRON TO BE VERIFIEDBY OTHERS. AQUATIX™ ELEVATION REFERENCE IS 0.00 FOR TOP OF COLLECTOR BOXAND TOP OF GRADE AT UNDERGROUND STORAGE TANK.5. ACTUAL SIZE, SHAPE, AND LOCATION OF SPLASH PAD TO BE FIELD DETERMINED BYOTHERS. ALL DIMENSIONS OF SIZE AND SHAPE OF SPLASH PAD FOR REFERENCE ONLY.6. THE INTENT OF A SPLASH PAD IS TO BE A DRY DECK WITH NO STANDING WATER,THE WATER IS TO BE CONTAINED WITHIN THE PERIMETER OF THE SPLASH PAD AND ALLWATER IS TO DRAIN INTO COLLECTOR BOX. THE CONCRETE IS TO BE FORMEDAND SLOPED TO ACCOMMODATE THE DRAIN PATTERN.7. ALL TREATED SPLASH PAD WATER IS INTENDED TO REMAIN WITHIN DESIGNATED SPLASHPAD DECK. UNDER NO CIRCUMSTANCES SHOULD SLOPE OF SPLASH PAD OR SLOPE OF SURROUNDING AREA ALLOW WATER TO DRAIN OFF PAD.NOTE: (CONTINUED)8. UNDER NO CIRCUMSTANCES SHALL THE SURROUNDING HARDSCAPEAREA BE SLOPED TO ALLOW WATER TO BE DRAINED INTO THE SPLASHPAD DECK9. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOM FINISH.10.COORDINATE EXACT LOCATION OF SAW CUTS AND EXPANSION JOINTSWITH PLAY EQUIPMENT LOCATIONS.11.VERIFY LOCAL/STATE CODES FOR TYPE, THICKNESS, & REINFORCEMENTREQUIREMENTS FOR CONCRETE SLAB.12.CONCRETE REINFORCEMENT TO BE #4 REBAR @ 12" O.C. EACH WAY OR EQUIVALENT WELDED WIRE MESH (W6 ON 4"X4" SPACING OR W10 ON6"X6" SPACING)13.18" OF GRANULAR FILL RECOMMENDED, OR AS SOIL CONDITIONS AND/ORLOCAL CODE REQUIRES WITH A MINIMUM OF 2500 PSF SOIL BEARING CAPACITY14.THERE IS TO BE A MINIMUM OF 6" OF GRANULAR FILL AROUND ALL PIPING4MIL VAPOR BARRIER5'-0" MINAPRON,TYP.SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPECOLLECTOR BOXCOLLECTOR BOXSEA CRAWLER (TYP)AQUAFLIERCAT TAIL SPRAYWATER WIND MILLDRAGONFLIERCAT TAIL SPRAYWATER TOWERAQUAROCK LARGE (TYP)REEDSBUBBLER(TYP)AQUAROCK SMALL (TYP)3'-4"DRAIN TO WASTE ENCLOSUREDRAIN TO WASTE VALVEDRAIN TO WASTEVALVE ACTUATOR2'-0" VALVEEXTENSION2" VALVESHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comSECTION AND DETAILSCONCRETE1271180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT42 NOTE:1. ALL SUPPLY AND DRAIN LINES TO SLOPE18"/FT AWAY FROM SPLASH PAD.2. GRAVITY DRAIN LINE VELOCITY NOT TOEXCEED 3.0 FT/SEC.3. SURFACE MOUNTED STRUCTURES MAY REQUIRE AFLAT/LEVEL SURFACE FOR PROPER INSTALLATION.SEE INDIVIDUAL STRUCTURE MOUNTINGINSTALLATION INSTRUCTIONS.4. ALL PIPING SHOULD BE SCH 80 PVC.5. ALL LINES FROM PIPE MANIFOLDS TOFEATURES SHOULD NOT BE CROSSED.6. ANY REQUIRED BACKFLOW DEVICE ORWATER METER ON THE CITY WATER MAINSHALL BE PROVIDED BY OWNER.7. EXACT ROUTING OF PIPING TO BEDETERMINED BY INSTALLING CONTRACTOR.8. INCOMING FRESH WATER SUPPLY TO BEPROVIDED WITH AN APPROVED REGULATORSET TO 25-30PSI IN ACCORDANCE WITHLOCAL AND STATE CODES.(VERIFY LINE SIZE W/ MUNICIPALITY PRIORTO CONSTRUCTION.)LEGENDACTUATED VALVEFLOW DIRECTIONMANUAL VALVESUCTION LINEDRAIN LINESUPPLY LINEELECTRICAL CONDUITFEATURE SUPPLY LINES, SEE SCHEDULEFOR SIZES1152345666789101111111212121212121212131313141416161616557141" DOMESTIC WATERMAKE-UP LINE3" FILTRATION DISCHARGE2" HEADER BYPASS LINEFEATURE SYSTEMDISTRIBUTION HEADERACID TANK AND PUMPSYSTEM CONTROL PANELFILTRATION SYSTEMCHEMICAL CONTROLLERFILTRATION UV SYSTEM AND CONTROLLERCHLORINE TANK AND PUMP1" FUNNEL TWIST SUPPLY (TYP)1 12" FUNNEL TWIST MANIFOLD1 12" SUPPLY TO FUNNEL TWIST MANIFOLD1 12" SUPPLY TO ARCH JETMANIFOLD1 12" ARCH JET SUPPLY MANIFOLD1' ARCH JET SUPPLY (TYP)1" BUBBLER SUPPLY (TYP)3" SUPPLY TO BUBBLER MANIFOLD3" BUBBLER MANIFOLDFEATURE UV SYSTEM AND CONTROLLERNO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EA15 AQUAVATOR 1 -- --16 COLLECTOR BOX 4 -- --STRAINER REQUIRED ON SUPPLY LINE**SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comSUPPLY PIPING PLAN1281180440AS NOTED CTSADDED UV FOR FEATURE SYSTEM REVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA 3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT43 1152345666789101111111212121212121212131313141416161616557142" SUMP PUMP GRAVITY DISCHARGE LINEAIR GAP REQUIRED, NO DIRECT CONNECTION3" OVERFLOW GRAVITY LINE AIR GAPREQUIRED, NO DIRECT CONNECTION3" GRAVITY DRAIN TO WASTEAIR GAP REQUIREDNO DIRECT CONNECTION6" GRAVITY DRAINLINE FROM COLLECTORBOX TO TANK (TYP)2" SKIMMER SUCTION LINE3" FILTER PUMP SUCTION LINE6" FEATURE PUMP SUCTION LINE6" FILTER BACKWASH DRAIN TO WASTE.AIR GAP REQUIRED, NO DIRECTCONNECTION1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)FEATURE SYSTEMDISTRIBUTION HEADERACID TANK AND PUMPFILTRATION SYSTEMCHEMICAL CONTROLLERFILTRATION UV SYSTEM AND CONTROLLERCHLORINE TANK AND PUMP1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)2" COLLECTOR BOX BOTTOM DRAINTO 3" MAIN DRAIN TO WASTE VALVEDRAIN LINE (TYP)SYSTEM CONTROL PANELFEATURE UV SYSTEM AND CONTROLLERNOTE:1. ALL SUPPLY AND DRAIN LINES TO SLOPE18"/FT AWAY FROM SPLASH PAD.2. GRAVITY DRAIN LINE VELOCITY NOT TOEXCEED 3.0 FT/SEC.3. SURFACE MOUNTED STRUCTURES MAY REQUIRE AFLAT/LEVEL SURFACE FOR PROPER INSTALLATION.SEE INDIVIDUAL STRUCTURE MOUNTINGINSTALLATION INSTRUCTIONS.4. ALL PIPING SHOULD BE SCH 80 PVC.5. ALL LINES FROM PIPE MANIFOLDS TOFEATURES SHOULD NOT BE CROSSED.6. ANY REQUIRED BACKFLOW DEVICE ORWATER METER ON THE CITY WATER MAINSHALL BE PROVIDED BY OWNER.7. EXACT ROUTING OF PIPING TO BEDETERMINED BY INSTALLING CONTRACTOR.8. INCOMING FRESH WATER SUPPLY TO BEPROVIDED WITH AN APPROVED REGULATORSET TO 25-30PSI IN ACCORDANCE WITHLOCAL AND STATE CODES.(VERIFY LINE SIZE W/ MUNICIPALITY PRIORTO CONSTRUCTION.)LEGENDACTUATED VALVEFLOW DIRECTIONMANUAL VALVESUCTION LINEDRAIN LINESUPPLY LINEELECTRICAL CONDUITNO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EA15 AQUAVATOR 1 -- --16 COLLECTOR BOX 4 -- --STRAINER REQUIRED ON SUPPLY LINE**SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comDRAIN PIPING PLAN1291180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT44 AQUAVATOR ACTIVATION BOLLARD:2 WIRE PRESSURE SWITCH,22 AWG, 12-36VDC LOW VOLTAGE(LOCATED ON SPLASH PAD)115234566678910111111121212121212121213131314141616161655714INCOMING POWER SUPPLYPROVIDED BY OTHERS: (1) FEED @ 208V, 1Ø,60hz, 60amps(1) FEED @ 120V, 1Ø,60hz, 30 amps ALL FEEDS GFCI PROTECTEDUNDERGROUND STORAGE TANK(SEE SHEET 12) -2,700 GAL WORKING VOLUME -WATER MAKE-UP LINE -OVERFLOW GRAVITY DRAIN -WATER LEVEL CONTROL -AIR VENT -WHITE OR NATURAL CONCRETE BOTTOM -FLOATING SKIMMER -SUMP PUMP -FILTRATION LOOPDRAIN TO WASTE VALVE BOX:ACTUATED (BUTTERFLY) VALVE,POWER TO OPEN, POWER TOCLOSE (115v), LOCATED OFFOF SPLASH PAD. REFER TOMANUFACTURERS INSTRUCTIONSON WIRING REQUIREMENTS.EQUIPMENT ROOM :-(1) INTELIFLO3 FILTRATION PUMP, 3 HP, 1Ø, 230V, 16.0 amps,120 GPM @ 60 FT/HD-(1) SAND FILTER, 7.06 SQ. FT.@141 GPM-(1) SYSTEM ELECTRICAL PANEL-(1) CAT-2000 CHEMICAL CONTROLLER oRP/pH, 110V, 5 amps W 2 /LIQUID CHEMICAL PUMPS-(1) UV SYSTEM AND CONTROL PANEL - HAYWARD, MODEL #HYR150L, 133GPM, 120V/3AMP-(1) EQ SERIES EQ-750, W/ STRAINER POT 7.5 HP, 1Ø, 230V, 30.4 amps, 430 GPM @ 50 FT HD-(1) 6" FABRICATED SCH. 80 PVC DISTRIBUTION MANIFOLDSUMP PUMP, 120v, 15 amps,OWNER TO PROVIDE GFI PROTECTEDOUTLET IN EQUIPMENT ROOMFEATURE SYSTEMDISTRIBUTION HEADERACID TANK AND PUMPFILTRATION SYSTEMCHEMICAL CONTROLLERFILTRATION UV SYSTEM AND CONTROLLERCHLORINE TANK AND PUMPSYSTEM CONTROL PANELFEATURE UV SYSTEM AND CONTROLLERNOTE:1. ALL SUPPLY AND DRAIN LINES TO SLOPE18"/FT AWAY FROM SPLASH PAD.2. GRAVITY DRAIN LINE VELOCITY NOT TOEXCEED 3.0 FT/SEC.3. SURFACE MOUNTED STRUCTURES MAY REQUIRE AFLAT/LEVEL SURFACE FOR PROPER INSTALLATION.SEE INDIVIDUAL STRUCTURE MOUNTINGINSTALLATION INSTRUCTIONS.4. ALL PIPING SHOULD BE SCH 80 PVC.5. ALL LINES FROM PIPE MANIFOLDS TOFEATURES SHOULD NOT BE CROSSED.6. ANY REQUIRED BACKFLOW DEVICE ORWATER METER ON THE CITY WATER MAINSHALL BE PROVIDED BY OWNER.7. EXACT ROUTING OF PIPING TO BEDETERMINED BY INSTALLING CONTRACTOR.8. INCOMING FRESH WATER SUPPLY TO BEPROVIDED WITH AN APPROVED REGULATORSET TO 25-30PSI IN ACCORDANCE WITHLOCAL AND STATE CODES.(VERIFY LINE SIZE W/ MUNICIPALITY PRIORTO CONSTRUCTION.)LEGENDACTUATED VALVEFLOW DIRECTIONMANUAL VALVESUCTION LINEDRAIN LINESUPPLY LINEELECTRICAL CONDUITNO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EA15 AQUAVATOR 1 -- --16 COLLECTOR BOX 4 -- --STRAINER REQUIRED ON SUPPLY LINE**SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comELECTRICAL PLAN12101180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA 3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT45 NOTE: 1. ALL GRAVITY DRAIN LINES TO SLOPE 1/8"/FT AWAY FROM SPLASH PAD. 2. GRAVITY DRAIN LINE VELOCITY NOT TO EXCEED 3.0 FT/SEC. 3. REFER TO SPEC SHEET AND INSTALLATION DRAWING FOR EACH PRODUCT. 4. LOCATION AND SIZE OF UNDERGROUND STORAGE TANK NOT TO SCALE. 5. ALL PIPING BETWEEN COLLECTOR BOXES, UNDERGROUND STORAGE TANK, AND OPERATING SYSTEM SHOULD BE SCH 80 PVC. 6. ALL LINES FROM PIPE MANIFOLDS TO FEATURES SHOULD NOT BE CROSSED. 7. ANY REQUIRED BACKFLOW DEVICE OR WATER METER ON THE CITY WATER MAIN SHALL BE PROVIDED BY OTHERS. 8. EXACT ROUTING OF PIPING TO BE DETERMINED BY CONTRACTOR. 9. UNDERGROUND STORAGE TANK AND ALL EQUIPMENT MUST BE SECURE TO PREVENT UNAUTHORIZED ACCESS.10. INDICATES FLOW DIRECTION.EQUIPMENT ROOM:-(1) INTELIFLO3, 3HP, 1Ø, 230V, 16.0 AMPS, 120 GPM @ 60 FT/HD-(1) HIGH RATE STAND FILTER W/MULTI-PORT VALVE, 7.06 SQ. FT.@141GPM-(1) SYSTEM ELECTRICAL PANEL-(1) CHEMICAL CONTROLLER oRP/pH, 230V, 10amps-(1) CHLORINE SYSTEM (PERSTALIC PUMP, TANK BY OTHERS)-(1) PH ADJUSTING SYSTEM (PERSTALIC PUMP, TANK BY OTHERS)-(1) UV SYSTEM HAYWARD #HYR150L, 133 GPM, 120V/3AMP-(1) EQ SERIES EQ-750, 7.5HP, 1Ø, 230V, 30.4 amps, 430 GPM @ 50 FT HD-(1) 6" FABRICATED SCH. 80 PVC DISTRIBUTION MANIFOLD-(1) UV SYSTEM EVOQUA #Ti4200-8, 506 GPM MAX, 120V/20AMPUV SYSTEMPUMP W/ STRAINERPUMP W/ STRAINERSAND FILTERPH/ORP PROBESCHLORINE PUMP (TANK BY OTHERS) 1DHGFE1111BCAMAIN CONTROL PANEL111PH/ORP CONTROLLER3 HP 230/60/1PH FILTRATION 7.5 HP 230/60/1PH FEATURE Ph PUMP (TANK BY OTHERS) FLOW SWITCH 1JK1FLOW METERFEATURE SUPPLY PIPEELECTRICAL CONDUITFEATURE SUCTION PIPE3"3" FILTRATION SUCTION FROM TANK3"2" SKIMMER SUCTION FROM TANK2"ELECTRICAL CONDUIT TO DRAIN TO WASTE VALVE3" FILTRATION DISCHARGETO TANK3"MANUAL VALVE FORFEATURE FLOWCONTROL (TYP)3" HEADER BYPASSLINE TO UNDERGROUNDSTORAGE TANKCFEATURE SUPPLY LINES (TYP)SEE PRODUCT LIST FOR QUANTITIESAND LINE SIZES8" FEATURE SUPPLYHEADER1/4"FILTRATION SYSTEM230V/60HZ/3PH/60AMPINCOMING POWER6" FEATURE PUMPSUCTION LINEH6"1" HEADER WINTERIZATIONDRAIN/BLOWOUT PORTFEATURE SKID1/4"ACID SYSTEMFJKBAEHD1/4"6" FILTER BACKWASHDRAIN TO WASTE W/AIR GAP1/4"CHLORINE SYSTEMHH120V/60HZ/1PH/30AMPINCOMING POWERSTRAINERSSEE PRODUCT LIST FORPRODUCTS REQUIRING STRAINERSELECTRICAL CONDUIT TO AQUAVATORUV SYSTEMUVCONTROLLERUVCONTROLLER120V/60HZ/1PH/20AMPINCOMING POWER1" DOMESTIC WATER MAKE-UP LINEACID TANK AND PUMPFILTRATION SYSTEMCHLORINE TANK AND PUMP3" FILTER PUMP RETURN LINE2" HEADER BYPASS LINE6" FEATURE SUCTION LINEFEATURE SUPPLY LINESTO SPLASH PAD WATERPLAY FEATURES (SEESHEET 7/12 FOR SIZES)FEATURE SYSTEMCONTROL PANEL3' CLEAR SPACE IN FRONT OFCONTROL PANEL PER NEC CODE6" GRAVITY DRAIN LINEFROM COLLECTOR BOX3" DRAIN TO WASTEAIR GAP REQUIREDNO DIRECT CONNECTIONCHEMICAL CONTROLLERWATER STORAGE TANK3" TANK GRAVITY OVERFLOW LINEAIR GAP REQUIRED NO DIRECT CONNECTION2" SUMP PUMP GRAVITY DISCHARGE LINEAIR GAP REQUIRED NO DIRECT CONNECTION6" BACKWASH LINE TO WASTEFILTRATION UV SYSTEM AND CONTROL PANEL2" SKIMMER SUCTION LINE3" FILTER PUMP SUCTION LINEFEATURE SUPPLY HEADERFEATURE UV SYSTEMAND CONTROL PANELSHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comMECHANICAL PLAN12111180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT46 3" FILTRATION RETURN PLUMBINGLOOP WITH (16)-3/4" DISCHARGEPORTS FACING DOWN WARD3/4" ELECTRICAL CONDUITPORT (2" BOOT)2" SUMP PUMPGRAVITY DISCHARGE2" SKIMMER3" TANK GRAVITYOVERFLOW16'-8" OVERALL LENGTH15'-8" INTERNAL LENGTH6"6"3" FILTRATION SUCTION6" COLLECTORBOX RETURN1'-6"2'-6"6" FEATURE SUCTIONS1" DOMESTIC WATERMAKE-UP (2" BOOT)7'-4"INTERNAL WIDTH8'-4"OVERALL WIDTH2'-0"4'-2"4'-2"3" FILTRATION RETURN1'-0"2'-0"3'-0"3'-6"8'-4"2" BYPASS LINE2'-5"2'-5"6"1'-6"2'-0"3'-6"4'-6"3'-4"APPROXWATERLEVELMANHOLE WITH24" x 24" LOCKABLEHATCHBEDDING OF PEA STONEOR SAND PER TANKMANUFACTURERSPECIFICATIONS, TYP.5'-4"OVERALL HGT4'-4"INTERNAL HEIGHT8"4"ELBOWS VERTICALCENTERLINESEE FOOT VALVEINSTALLATIONFILTRATION RETURNPLUMBING LOOPGRADE0.00FTTOP OF TANK-1.00FTFILTRATION RETURN-4.67FTFEATURE BYPASS-3.92FTFEATURE AND FILTER SUCTIONS-3.92FTBOTTOM OF TANK-6.33FTCOLLECTOR BOX RETURN-2.25FTDOMESTIC WATER MAKE-UP-2.00FTSUMP PUMP GRAVITY DISCHARGEELECTRICAL CONDUIT PORT-2.17FTMECHANICAL WATER LEVELCONTROL CONNECTED TOFRESH WATER MAKE UPTANK GRAVITY OVERFLOW-2.48FTSKIMMER SUCTION-2.17FT3"2'-8"SEE DWGSA-10113FOR VALVEASSEMBLYLOCATEWINTERIZATIONPLUG ON ELBOWSVERTICALCENTERLINE4"FIELDVERIFY5'-0"CENTER LINE OFPUMP IMPELLEROPERATING WATERLEVELDISTANCE BETWEEN OPERATINGWATER LEVEL AND CENTER LINEOF PUMP IMPELLER NOT TOEXCEED 60"SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comLAYOUTMECHANICAL ENCLOSURE121211804401/2"=1'-0" CTSADDED UV FOR FEATURE SYSTEM REVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MT47 Technical Data Sheet BARRIERTM TI UV Disinfection System DS-BARRIER_TI-EN-0524 BarrierTM Ti UV System Certification/Approvals: UL 1081, NSF-50 Crypto, FCC, FDA, CE, UKCA Features Standard Chamber Specification Lamp Life 16,000 hours Lamp design TWISTLOK™ Quick Release, Enhanced Safety, Low Pressure Amalgam Lamp Lamp and Wiper Access Single Ended Access Operating Pressure 3.5 Bar / 50 PSI Monitoring Validated UV Sensor PT100 Temp Sensor Variable Lamp Power 60-100% Connection Type EN1092 / ASME B16.5 Material of Construction Titanium + PP Quartz Type High Purity Quartz Sleeves Chamber Orientation Horizontal & Vertical Chamber Mounting Fixing Brackets Branch Orientation Adjustable (U / Z Shape) Cleaning Clean in Place (CIP) ports Optional Manual Wiper System (TI-2200-8 & TI-4200-8 only) Vent Port Yes Drain Port Yes Seal Material EPDM 48 UV System TI-1200-4 TI-2200-8 TI-4200-8 Number of Lamps 1 2 4 Connection Size (mm/inch) DN 50 / 2” DN 100 / 4” DN 100 / 4” Power Consumption (W) 130 - 220 265 - 440 530 - 880 Chamber Weight (Dry) (kg / lbs) 7.5 / 16.5 23 / 50.7 24 / 55.1 Chamber Weight (Wet) (kg / lbs) 16.0 / 35.3 57.4 / 126.5 57.1 / 125.9 Panel Weight (kg / lbs) 12.5 / 27.6 15.5 / 34.2 19 / 41.9 Max Flows per NSF (m3/h / GPM) 30 / 132 75 / 330 115 / 506 Features Standard Control Panel Specification Material Epoxy Coated Mild steel - RAL 7035 Control Type Microprocessor Power supply Electronic Ballast Ingress Protection IP54 / NEMA 12 Ventilation Forced Air Cooling (excl. TI-1200-4) Interface Spectra Membrane Communication MODBUS (RS-422 / RS-485) Protection GFCI Distribution Breaker (NOT SUPPLIED) Operating Temperature Max Working Ambient +45°C / 113°F Digital Inputs 2 Selectable Digital Outputs 2 Selectable Analogue Inputs 1 Selectable Supply Voltage 120-240V (50/60Hz) Cable Length Standard 6 m / 20 ft Optional 10 m / 30 ft & 15 m / 50 ft available 49 Unit 1A Hawleys Lane, Warrington, WA2 8JP, UK +44 300 124 0500 www.evoqua.com Twistlok and Barrier are trademarks of Evoqua Water Technologies LLC, its subsidiaries or affiliates, in some countries. All information presented herein is believed reliable and in accordance with accepted engineering practices. Evoqua makes no warranties as to the completeness of this information. Users are responsible for evaluating individual product suitability for specific applications. Evoqua assumes no liability whatsoever for any special, indirect or consequential damages arising from the sale, resale, or misuse of its products. © 2024 Evoqua Water Technologies Subject to change without notice. DS-BARRIER_TI-EN-DS-0524 UV System TI-1200-4 TI-2200-8 TI-4200-8 Chamber Dimensions A (mm / inches) 89 / 3.5 128 / 5.0 128 / 5.0 B (mm / inches) 900 / 35.4 845 / 33.3 845 / 33.3 C (mm / inches) 235 / 9.3 360 / 14.2 360 / 14.2 D (mm / inches) 1057 / 41.6 1073 / 42.2 1073 / 42.2 E (mm / inches) 1160 / 45.7 1160 / 45.7 1160 / 45.7 F (mm / inches) 159 / 6.3 236 / 9.3 236 / 9.3 G (mm / inches) 760 / 29.9 630 / 24.8 630 / 24.8 H (mm / inches) 145 / 5.7 210 / 8.3 210 / 8.3 I (mm / inches) 1151 / 45.3 1163 / 45.8 1163 / 45.8 J (mm / inches) 134 / 5.3 197 / 7.8 197 / 7.8 K (mm / inches) 266 / 10.5 374 / 14.7 374 / 14.7 Panel Dimensions H (mm / inches) W (mm / inches) D (mm / inches) 400 / 15.7 400 / 15.7 200 / 7.9 400 / 15.7 400 / 15.7 200 / 7.9 400 / 15.7 400 / 15.7 200 / 7.9 50 1 of 2 RESOLUTION 2025____ A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, APPROVING CHANGE ORDER TWO TO THE SMITH RIVER CONSTRUCTION CONTRACT FOR STORY MILL SPLASH PAD WHEREAS, the City Commission did, on the 15TH day of April 2025, authorize award of the bid for the Story Mill Community Park Splash Pad to Smith River Construction, LLC, Great Falls, Montana; and WHEREAS, Section 7-5-4308, Montana Code Annotated, provides that any such alterations or modifications of the specifications and/or plans of the contract be made by resolution; and WHEREAS, it has become necessary in the prosecution of the work to make alterations or modifications to the specifications and/or plans of the contract. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, to wit: That the proposed modifications and/or alterations to the contract between the City of Bozeman, a municipal corporation, and Smith River Construction, as contained in Change Order No. 2, attached hereto, be and the same are hereby approved; and the City Manager is hereby authorized and directed to execute the contract change order for and on behalf of the City; and the City Clerk is authorized and directed to attest such signature. 51 2 of 2 PASSED AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 3rd day of February, 2026. ______________________________________ JOEY MORRISON Mayor ATTEST: _________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ______________________________________ GREG SULLIVAN City Attorney 52 Memorandum REPORT TO:City Commission FROM:Jamie Grabinski, Grants Coordinator Melissa Hodnett, Finance Director SUBJECT:Resolution to Authorize the City Manager to Sign the Promissory Note and the Loan Agreement with the State of Montana Board of Investments INTERCAP Loan for Financing the Purchase of a Jetting and Vacuum Vactor Truck for Stormwater MEETING DATE:February 3, 2026 AGENDA ITEM TYPE:Finance RECOMMENDATION:Resolution to Authorize the City Manager to Sign the Promissory Note and the Loan Agreement with the State of Montana Board of Investments INTERCAP Loan for Financing the Purchase of a Jetting and Vacuum Vactor Truck for Stormwater STRATEGIC PLAN:7.5. Funding and Delivery of City Services: Use equitable and sustainable sources of funding for appropriate City services, and deliver them in a lean and efficient manner. BACKGROUND: The Montana Board of Investments -Intercap loan program has approved the City's request for a loan up to $563,000 for the purchase of a Stormwater vacuum and jetting vactor truck. The vactor truck was approved in the FY26 adopted annual operating budget on June 10, 2025. UNRESOLVED ISSUES:None. ALTERNATIVES:As suggested by Commission. FISCAL EFFECTS: Debt service associated with any debt proceeds are included in long- term financial models and consistent with the FY26 Adopted Operating Budget. Attachments: Intercap Loan Attorney's Opinion.pdf Intercap Loan Only_Vac Truck Documents.pdf 53 Report compiled on: January 22, 2026 54 Greg Sullivan, City Atorney Bekki McLean, Chief Prosecutor Anna Saverud, Chief Civil Atorney Bjorn Boyer, Assistant City Atorney Ashley Carroll, Assistant City Atorney Kaity Cuellar, Assistant City Atorney Jennifer Giutari, Assistant City Atorney Erin Murphy, Assistant City Atorney Kelley Rischke, Assistant City Atorney Sarah Kiser, Associate City Atorney TDD: 406-582-2301 THE MOST LIVABLE PLACE A 121 NORTH ROUSE AVENUE F P.O. BOX 1230 BOZEMAN, MT 59771-1230 P 406-582-2309 F 406-582-2302 WWW.BOZEMAN.NET OPINION OF BORROWER'S COUNSEL CLOSING DATE: February 13, 2026 Board of Investments of the State of Montana 2401 Colonial Drive, 3rd Floor P.O. Box 200126 Helena, MT 59620-0126 Ladies and Gentlemen: I have served as counsel to the City of Bozeman (the "Borrower") in connection with its participation in the INTERCAP Program (the "Program") of the Board of Investments of the State of Montana (the "Board"). Terms used herein that are defined in the Loan Agreement, dated as of February 13, 2026 (the "Loan Agreement") between the Borrower and the Board shall have the meanings specified therein. The resolution of the Borrower authorizing its participation in the Program and the issuance of its Loan Agreement relating thereto is herein referred to as the Loan Agreement Resolution. I have examined, among other things: i) the Borrower Act; ii) the Loan Agreement dated as of February 13, 2026, and executed by the Borrower; iii) the Promissory Note (the "Note") dated as of February 13, 2026, and executed by the Borrower; iv) Resolution No. ______ of the Borrower, dated____________ (the "Loan Agreement Resolution"); vii) the proceedings of the Borrower with respect to the due execution and delivery by the Borrower of the Loan Agreement, and Note Electronic Funds Transfer Authorization (the Program Documents), and such certificates and other documents relating to the Borrower, the Program Documents and the Loan Agreement Resolution of the Borrower and have made such other examination of applicable Montana law and a review of the Borrower's actions with respect to applicable ordinances and resolutions as we have deemed necessary in giving this opinion. 55 Based upon the foregoing, I (we) am of the opinion that: (a) The Borrower is a political subdivision duly organized and validly existing under the laws and Constitution of the State of Montana with full legal right, power and authority to enter into, execute and perform its obligations under the Program Documents and to carry out and effectuate the transactions contemplated thereunder. (b) The execution of the Loan Agreement and Promissory Note have been duly authorized and are valid, binding and enforceable against the Borrower in accordance with its terms. (c) The Loan Agreement Resolution of the Borrower has been duly adopted and is valid, binding and enforceable against the Borrower in accordance with its terms. (d) The Borrower has taken all action required to be taken by it to authorize the execution and delivery of and the performance of the obligations contained in the Program Documents; and such authorization is in full force and effect on the date hereof. (e) The Borrower has complied with all applicable competitive bidding requirements for the purchase, acquisition, and construction of the Project. (f) No consent, approval, authorization, order, filing, registration, qualification, election or referendum, of or by any person, organization, court, or governmental agency or public body whatsoever is required to be obtained by the Borrower in connection with the execution, delivery and performance of the Program Documents or the consummation of the other transactions effected or contemplated thereby. (g) The execution, delivery and performance of the Program Documents, and compliance with the provisions thereof will not conflict with or constitute a breach of, a violation of, or default under, the Constitution of the State of Montana, or any existing law, charter, judgment, ordinance, administrative regulation, decree, order or resolution of or relating to the Borrower and do not conflict with or result in a violation or breach of, or constitute a default under, any agreement, indenture, mortgage, lease or other instrument, to which the Borrower is a party or by which it is bound or to which it is subject. (h) The Program Documents executed by the Borrower, when delivered to the Board, will have been duly authorized and executed and will constitute validly issued and legally binding obligations of the Borrower according to their terms. (i) No other lien has been filed on the project vehicle and/or equipment. It is understood that the enforceability of the Program Documents may be limited by applicable bankruptcy, insolvency, moratorium, reorganization, or other similar laws affecting the enforcement or creditors rights. Sincerely, Borrower Attorney 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 Memorandum REPORT TO:City Commission FROM:Alex Newby, Deputy City Clerk Mike Maas, City Clerk SUBJECT:Resolution Confirming City Commission Liaison Assignments MEETING DATE:February 3, 2026 AGENDA ITEM TYPE:Resolution RECOMMENDATION:Consider the Motion: I move to adopt the Resolution Confirming City Commission Liaison Assignments STRATEGIC PLAN:1.1 Outreach: Continue to strengthen and innovate in how we deliver information to the community and our partners. BACKGROUND:With the swearing in of the new City Commission the assignments for liaisons to City Boards required updating. This resolution is to memorialize those decisions by the City Commission. UNRESOLVED ISSUES:None identified. ALTERNATIVES:As per the City Commission FISCAL EFFECTS:None Attachments: Resolution Liaison Assignments January 2026.docx Report compiled on: January 28, 2026 85 RESOLUTION A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, ASSIGNING CITY COMMISSION LIAISON ROLES TO THE CITY BOARDS FOR 2026 AND 2027 WHEREAS, Article IV, Section 4.07 of the Bozeman Charter permits the City Commission to create boards, commissions, or committees as determined necessary; and WHEREAS, on April 16, 2018, the Bozeman City Commission formally adopted the Bozeman Strategic Plan via Resolution 4852; and WHEREAS, the Strategic Plan Section 1.2 Community Engagement encourages the City of Bozeman to “[b]roaden and deepen engagement of the community in city government, innovating methods for inviting input from the community and stakeholders” by “restructure[ing] or combin[ing] City boards and committees to more effectively advise the City and engage the public”; and WHEREAS, on August 10, 2021, the Bozeman City Commission adopted the “High Performing Boards” via Resolution 5323, defined the Expectations, Duties and Norms of Behavior, including the Commission Liaison roles; and NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, that the Bozeman City Commission hereby adopts the City Board assignments as follows for 2026-2027: Board Commission Liaison Sustainability Bode Interneighborhood Council Fischer Historic Preservation Sweeney Community Development Morrison Transportation Madgic Economic Vitality Fischer Urban Parks and Forestry Sweeney 86 Board Commission Liaison Downtown Business Improvement District Madgic Downtown Urban Renewal Board Fischer Metropolitan Planning Organization Morrison and Bode Urban Transportation District Bode Gallatin Behavior Health Committee Morrison Planning and Coordination Committee Morrison City/County Board of Health Morrison Criminal Justice Coordinating Committee Morrison Tax Increment Finance Sweeney Library Madgic PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 3rd day of February 2026. ___________________________________ JOEY MORRISON Mayor ATTEST: ___________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ___________________________________ GREG SULLIVAN City Attorney 87 Memorandum REPORT TO:City Commission FROM:Shawn Kohtz - Director of Utilities SUBJECT:Authorize the City Manager to Sign a Professional Services Agreement with Sanbell - Rocky Mountain for the Gooch Hill Area Plan and Adopt the Resolution for the Community Engagement Plan MEETING DATE:February 3, 2026 AGENDA ITEM TYPE:Citizen Advisory Board/Commission RECOMMENDATION:Consider the Motions: I move to Authorize the City Manager to Sign a Professional Services Agreement with Sanbell - Rocky Mountain for the Gooch Hill Area Plan. AND I move to Adopt the Resolution for the Gooch Hill Area Plan Community Engagement Plan. STRATEGIC PLAN:4.3 Strategic Infrastructure Choices: Prioritize long-term investment and maintenance for existing and new infrastructure. BACKGROUND:The City of Bozeman is initiating a area plan to support the construction of the Gooch Hill Sanitary Sewer Lift Station, a project that will open approximately 2,000 acres to City sanitary sewer service in the northwest corner of the Bozeman growth plan boundary. This area plan will provide more detailed development guidance based upon the overarching vision of the Bozeman Community Plan, ensuring growth is coordinated, sustainable, and aligned with citywide priorities. The purpose of the area plan is to support and guide the transition of the area within the service area boundary of the Gooch Hill Sanitary Sewer Lift Station to an urbanized area. By integrating direction from existing plans, including the Wastewater Collection System Facility Plan Update, 2023 Comprehensive Parks, Recreation, and Active Transportation Plan, 2017 Transportation Master Plan, and Gallatin Valley Sensitive Lands analysis, the Gooch Hill Area Plan will address land use, development, infrastructure, natural resources, parks, and community input to proactively shape the area within the lift station service area boundaries. The community engagement process for the Gooch Hill Area Plan is intended to create an inclusive and transparent dialogue between the City of Bozeman, local stakeholders, and the public. Through a variety of engagement activities, we aim to gather meaningful input that reflects community values, priorities, and aspirations for future development within 88 the Gooch Hill lift station service area. Engagement will focus on building shared understanding of infrastructure needs, land use opportunities, and growth considerations to ensure that the area plan is grounded in local knowledge and informed by those who live, work, and invest in the area. Ultimately, our goal is to foster a sense of ownership and collaboration resulting in a plan that balances community vision with responsible planning and infrastructure investment. The proposed scope, fee, and community engagement plan along with the agreement for all work elements are attached. There are two separate motions associated with this item: 1. Authorize the City Manager to Sign a Professional Services Agreement with Sanbell - Rocky Mountain for the Gooch Hill Area Plan 2. Adopt the Resolution for the Gooch Hill Area Plan Community Engagement Plan UNRESOLVED ISSUES:None. ALTERNATIVES:As suggested by the City Commission. FISCAL EFFECTS:The total project cost is $81,500, which will be paid by a combination of the Wastewater Impact Fee Fund and Community Development Department funds. Attachments: Gooch Hill Subarea Plan Scope of Work 012326.pdf Gooch Hill Subarea Plan Engagement Plan 012326.pdf Gooch Hill Subarea Plan PSA 012626.pdf Gooch Hill Area Plan - Resolution Adopting Community Engagement Plan Report compiled on: January 20, 2026 89 Gooch Hill Subarea Plan Scope of Work 1 | Page Short Title: Gooch Hill Subarea Plan Scope of Work Long Title: Subarea Plan for Service Area of Gooch Hill Sanitary Sewer Lift Station Scope of Work Project Overview The City of Bozeman is initiating a subarea plan to support the construction of the Gooch Hill Sanitary Sewer Lift Station, a project that will open approximately 2,000 acres for development in the northwest corner of the Bozeman growth plan boundary. This subarea plan will provide more detailed development guidance based upon the overarching vision of the Bozeman Community Plan, ensuring growth is coordinated, sustainable, and aligned with citywide priorities. The purpose of the subarea plan is not to keep the status quo but to support and guide the transition to an urbanized area. By integrating direction from existing plans, including the Wastewater Collection System Facility Plan Update, 2023 Comprehensive Parks, Recreation, and Active Transportation Plan, 2017 Transportation Master Plan, and Gallatin Valley Sensitive Lands analysis, the Gooch Hill Subarea Plan will address land use, development, infrastructure, natural resources, parks, and community input to proactively shape one of Bozeman’s key growth areas. Project Approach The proposed Gooch Hill lift station will create opportunities for additional growth west of the existing city limits. It is imperative that residential and commercial development be guided by a visionary land use plan that balances the types and intensities of private development with public infrastructure capacity and natural resource conservation. People-Focused Approach Sanbell takes a people-focused approach to all planning and design projects with the goal of contributing to healthy, resilient, and enduring communities. Our work is driven by a passion for creating spaces where people can thrive today and for generations to come. We view every project as an opportunity to bring people together, identify community needs and values, distill input and expertise, and create a vision for long lasting positive impact. Strategic Planning Method Sanbell begins every planning project with an open mind because we believe our job is not to have all the answers but rather to intentionally seek out the answers. This process involves asking questions—lots of smart questions—that are initially quite general and iteratively become more granular. Through conversations with City staff 90 Gooch Hill Subarea Plan Scope of Work 2 | Page and key stakeholders, the team will develop guiding principles that define the vision and intended outcomes of the plan. Then utilizing the 2025 version of the Bozeman Community Plan Future Land Use Map and descriptions, more specific land use objectives will be identified. Those objectives will be further refined into the subarea plan themes that support and advance the seven themes of the Bozeman Community Plan. And finally, a set of subarea plan framework elements will be established and applied to the planning area with a series of GIS-based maps. Gooch Hill Subarea Plan Themes • Resiliency • Unique Neighborhoods • Complimentary Districts • Natural Resources • Accessibility & Mobility • Entrepreneurial Economy • Regional Coordination Concurrent Planning & Design Coordination As Sanbell initiates, executes, and completes the subarea planning process, we will collaborate with the concurrent Gooch Hill Sewer Lift Station Engineering Design Project. This coordination will be critical to ensure the land use plan and infrastructure design inform and align with each other. With over 50 years of civil engineering experience, Sanbell is uniquely qualified to create a subarea plan that is based on current and future public infrastructure systems. City Department Support Sanbell approaches every project as a collaborative process with our clients. The City has a deep bench of talented professional staff that can add tremendous value to this subarea plan. To the greatest extent possible our team would appreciate working with the City Administration, Community Development, Economic Development, Fire, Parks & Recreation, Police, Strategic Services, Transportation & Engineering, and Utilities departments. Montana Land Use & Planning Act Compliance The City of Bozeman Community Plan was updated on October 28, 2025 to technically comply with the Montana Land Use and Planning Act. Subsequently, the Gooch Hill Subarea Plan will be adopted as an amendment to the updated Community Plan in accordance with Montana Code Annotated 76-25-201. The Gooch Hill Subarea Plan will incorporate the required elements of the Montana Land Use and Planning Act by reference to the updated Community Plan. 91 Gooch Hill Subarea Plan Scope of Work 3 | Page Scope of Work Phase 0: Project Management This task of the project consists of the activities to manage the project requirements, deliverables, and tasks. Tasks under Phase 0 will include the following: Task 001: Kickoff & Monthly Coordination Meetings Sanbell will lead an all-team kickoff meeting and host monthly meetings with the planning team and City Staff. Not to exceed thirty (30) hours. Task 002: Weekly Status Reports & Monthly Invoice Approval Sanbell will provide weekly project status report to keep the City team updated of work recently completed and next steps. In addition, each monthly invoice will be reviewed to ensure accurate billing. Task 003: General Coordination & Communications Sanbell will maintain general communications and coordination with the City team throughout the life of the project. Not to exceed forty (40) hours. Image from project area from Gallatin Valley Sensitive Lands model showing subdivisions, water courses, riparian areas, wetlands and associated buffers Phase 1: Summarize Existing Plan Information and Prepare Subarea Plan Outline Task 101: Summarize Existing Plan Information Sanbell will review and summarize all applicable City plans, standards, and guidelines including but not limited to the following: • 2025 Bozeman Community Plan • Bozeman Wastewater Collection System Facility Plan Update 92 Gooch Hill Subarea Plan Scope of Work 4 | Page • 2023 Comprehensive Parks, Recreation, and Active Transportation Plan • 2017 Transportation Master Plan • Triangle Community Plan • Triangle Trails Plan • Gallatin Valley Sensitive Lands Protection Plan Task 102: Develop a community engagement plan based on Engage Bozeman A variety of virtual and in-person tools will be proposed including, but not limited to, a dedicated project page on engage.bozeman.net, open house events, community pop-up events, online surveys and direct mail. Considering the project timeline and budget, the engagement plan will need to be strategically and fiscally efficient. Sanbell will work with City staff from multiple departments to draft the engagement plan and rely on assistance from the City staff to complete the engagement tasks. Sanbell will provide a separate detailed engagement plan in addition to this scope of work. Task 103: Develop the subarea plan outline identifying key elements Sanbell will propose a plan outline that includes key elements to be reviewed with City staff and revised as directed. With City approval, the agreed upon outline will be used as the basis of the initial subarea plan (Task 201). Task 104: Coordinate and participate in stakeholder meetings with City staff Sanbell anticipates this to be a critical component of the overall public outreach strategy. One outcome of these meetings will be to identify guiding principles and land use objectives for planning area that defines overall planning intent. For budgetary reasons, multiple groups and individuals will need to be engaged in each meeting. Not to exceed seven (7) meetings and forty (40) total hours. With considerable input from City staff, discussions with key individuals and groups may include but not be limited to: • Large private property owners • Gallatin County • Bozeman School District • Gallatin Valley Metropolitan Planning Organization • Agricultural water facilities users • Central Valley Fire District • Gallatin Valley Land Trust 93 Gooch Hill Subarea Plan Scope of Work 5 | Page Phase 2: Prepare Subarea Plan and Community Outreach Task 201: Prepare the draft Subarea Plan as a basis for community engagement Sanbell will prepare an initial draft plan based upon the outline of key elements approved by City staff (Task 103). The draft document will include a summary of the relevant background information and existing planning context (Task 101). It will also propose initial land use objectives informed by stakeholder input. This draft will include preliminary framework maps showing the transportation network, natural resources, and initial land use densities. Suitability analysis will be completed using ArcGIS to analyze factors including environmental constraints and proximity to various infrastructure and facilities. This will include protection of sensitive areas and land designated for preservation by other adopted planning documents. The overarching goal of the initial draft plan will be to provide enough substantive information to make the subsequent community engagement meaningful and productive. Conversely, it is important that the first draft of the plan be cursory in breadth and depth to allow ample flexibility to respond to public input. Task 202: Implement a community engagement plan Sanbell recognizes that effective and intentional engagement leads to well- informed strategic planning by leveraging the socially, culturally, and economically diverse knowledge of the community. Authentic community engagement goes beyond traditional public outreach to ensure the public is provided the opportunity to contribute feedback through proactive, respectful, and timely two-way communication methods. The Sanbell team includes members trained by the International Association for Public Participation (IAP2) and our authentic community engagement services have been modeled after this internationally known program. Not to exceed eighty (80) hours. 94 Gooch Hill Subarea Plan Scope of Work 6 | Page Task 203: Compile and summarize engagement results Sanbell will compile, analyze, and summarize all public input received from the community engagement efforts. The summary will be presented with narrative and graphics in the body of the plan, while all the original comments and data will be included in the final plan as an appendix. Task 204: Prepare a second draft subarea plan for review by City Synthesizing public input within the existing planning context, Sanbell will prepare the second draft of the subarea plan. The foundation of this draft will be a series of informative GIS-based maps, each focused on a particular planning framework element including but not limited to public lands, residential and commercial development intensities; multimodal transportation network; water and sewer infrastructure; and water courses and sensitive lands. This draft will also identify how the plan aligns with the seven themes of the Bozeman Community plan: Resiliency, Unique Neighborhoods, Complimentary Districts, Natural Resources, Accessibility & Mobility, Entrepreneurial Economy, and Regional Coordination. This draft will demonstrate compliance with the Montana Land Use and Planning Act, using the lift station’s anticipated capacity to inform the 20-year plan horizon population projection, creating an inventory of existing housing, local services and facilities, economic development needs, natural resources, environmental considerations, hazards, and land use within the plan area. Much of this section will reference and be informed by the infrastructure and supporting data sources of the 2025 Bozeman Community Plan as they apply to the plan area. The second draft will be thoroughly reviewed by City staff and feedback will be incorporated prior to Task 205. If feedback received from City staff results in the need for substantive revisions to the second draft, additional time and fee may be required. Task 205: Hold work sessions with the Community Development Board and City Commission Sanbell will facilitate public work sessions with the City Community Development Board and the City Commission. Feedback and direction from these regulatory bodies will guide the final plan. Not to exceed fourteen (14) hours. Task 206: Finalize the subarea plan Sanbell will revise and finalize the subarea plan to incorporate all the public input, City staff feedback, and direction from the Community Development Board and City Commission. If feedback received in Task 205 results in the need for substantive revisions to the second draft, additional time and fee may be required. The final 95 Gooch Hill Subarea Plan Scope of Work 7 | Page draft will be publicly released prior to the Community Development Board and City Commission public adoption hearings. Task 207: Work with City on all public noticing and meeting requirements Working in conjunction with City staff, all the public noticing and plan adoption requirements will be fulfilled. Task 208: Present the final draft plan for formal adoption Sanbell will present the final draft of the subarea plan to the Community Development board to secure their recommendation of approval. Subsequently, Sanbell will present to the City Commission at the adoption public hearing. Not to exceed fourteen (14) hours. Task 209: Prepare final approved document incorporating all directed changes For the final deliverable, Sanbell will make final changes to the subarea plan as directed by City staff and the City Commission. 96 Gooch Hill Subarea Plan Scope of Work 8 | Page Project Area Map 97 Gooch Hill Subarea Plan Scope of Work 9 | Page Project Schedule 98 Gooch Hill Subarea Plan Scope of Work 10 | Page Project Budget TASK DESCRIPTION FEE Phase 0 Project Management $ 19,000 001 Kickoff & Monthly Meetings $ 5,500 002 Weekly Reports & Monthly Invoices $ 6,500 003 General Coordination & Communication $ 7,000 Phase 1 Existing Conditions, Engagement Plan & Outline $ 16,000 101 Summarize Existing Conditions & Plans $ 4,500 102 Develop Community Engagement Plan $ 2,500 103 Develop Subarea Plan Key Elements Outline $ 2,500 104 Hold Stakeholder Meetings $ 6,500 Phase 2 Community Engagement & Subarea Plan $ 46,500 201 Prepare Subarea Plan Initial Draft $ 7,000 202 Execute Community Engagement Plan $ 12,500 203 Compile & Analyze Engagement Results $ 1,500 204 Prepare Subarea Plan Second Draft $ 15,000 205 Hold CD Board & City Commission Work Sessions $ 2,500 206 Prepare Subarea Plan Final Draft $ 3,500 207 Complete Public Noticing $ 1,000 208 Present Subarea Plan Final Draft for Adoption $ 2,500 209 Prepare Final Approved Subarea Plan $ 1,000 TOTAL FEE $ 81,500 99 Gooch Hill Subarea Plan Engagement Plan Overview 1 | Page Short Title: Gooch Hill Subarea Plan Community Engagement Plan Long Title: Subarea Plan for Service Area of Gooch Hill Sanitary Sewer Lift Station Community Engagement Plan Project Overview The City of Bozeman is initiating a subarea plan to support the construction of the Gooch Hill Sanitary Sewer Lift Station, a project that will open approximately 2,000 acres for development in the northwest corner of the Bozeman growth plan boundary. This subarea plan will provide more detailed development guidance based upon the overarching vision of the Bozeman Community Plan, ensuring growth is coordinated, sustainable, and aligned with citywide priorities. The purpose of the subarea plan is not to keep the status quo but to support and guide the transition to an urbanized area. By integrating direction from existing plans, including the Wastewater Collection System Facility Plan Update, the 2023 Comprehensive Parks, Recreation, and Active Transportation Plan, the 2017 Transportation Master Plan, and the Gallatin Valley Sensitive Lands analysis, the Gooch Hill Subarea Plan will address land use, infrastructure, natural resources, parks, and community input to proactively shape one of Bozeman’s key growth areas. While the subarea plan is a distinct project from the future lift station engineering design, Sanbell will coordinate with HDR Engineering and the City Utilities Director to ensure planning consistency. Project Approach The proposed Gooch Hill lift station will create opportunities for additional growth west of the existing city limits. It is imperative that residential and commercial development be guided by a visionary land use plan that balances the types and intensities of private development with public infrastructure capacity and natural resource conservation. Public Engagement Scope Community engagement will be a key component of the Gooch Hill Subarea Plan to ensure the plan reflects local values and priorities. Sanbell, in collaboration with the City’s Communications and Engagement Manager, will prepare and implement a community outreach plan designed to involve stakeholders, residents, and other interested parties throughout the planning process. Engagement activities will include stakeholder meetings, public outreach, and opportunities for community feedback on draft plan materials. Engagement results will be compiled and summarized to inform revisions to the subarea plan, with formal presentations and 100 Gooch Hill Subarea Plan Engagement Plan Overview 2 | Page discussions occurring during Community Development Board and City Commission work sessions prior to plan adoption. Non-Negotiables Factors that are already set and cannot be changed (e.g. Timeframes, Policy/Legislation, Processes, Fixed Boundaries, Resources, etc.) • The subarea plan must be completed by end of calendar year 2026 • The project area is approximately 3,000 acres in the northwest corner of the City as defined in the corresponding Scope of Work • The subarea plan must be reviewed by Community Development and Engineering departments and adopted by City Commission • The subarea plan must comply with the Montana Land Use & Planning Act • The subarea plan must comply with and/or support the Bozeman Community Plan and other adopted plans as identified in the corresponding Scope of Work Negotiables • General land use and intensities within the parameters established by the Bozeman Community Plan Future Land Use Map Public Engagement Purpose To build awareness, gather meaningful input, and demonstrate how feedback influences the Gooch Hill Subarea Plan from impacted stakeholders and the general public. The community engagement process for the Gooch Hill Subarea Plan is intended to create an inclusive and transparent dialogue between the City of Bozeman, local stakeholders, and the public. Through a variety of engagement activities, we aim to gather meaningful input that reflects community values, priorities, and aspirations for future development within the Gooch Hill lift station service area. Engagement will focus on building shared understanding of infrastructure needs, land use opportunities, and growth considerations to ensure that the subarea plan is grounded in local knowledge and informed by those who live, work, and invest in the area. Ultimately, our goal is to foster a sense of ownership and collaboration resulting in a plan that balances community vision with responsible planning and infrastructure investment. 101 Gooch Hill Subarea Plan Engagement Plan Overview 3 | Page Objectives • Inform and Build Awareness: Provide clear, accessible information about the purpose and importance of the Gooch Hill Subarea Plan, the relationship to the new lift station, and how it will shape future development in northwest Bozeman. • Foster Inclusive Participation: Engage a broad cross-section of the community— including City residents, County residents, property owners, developers, and service providers—to ensure diverse perspectives are represented throughout the planning process. • Gather Meaningful Input: Create multiple opportunities for the public and stakeholders to share local knowledge, concerns, and ideas that will inform land use, transportation, infrastructure, and community design recommendations. • Encourage Collaboration and Transparency: Maintain open communication between the City, stakeholders, and the public to build trust and demonstrate how community input is being used to shape the subarea plan. • Build Shared Understanding: Use engagement activities to clarify technical information (such as infrastructure needs and growth constraints) in a way that helps participants make informed contributions to the planning process. • Promote a Shared Vision: Facilitate discussions that help the community articulate a common vision for growth, character, and livability within the Gooch Hill service area. • Document and Communicate Outcomes: Summarize community feedback and clearly communicate how public input influenced the subarea plan through “What We Heard” reports, meeting summaries, and public presentations 102 Gooch Hill Subarea Plan Engagement Plan Overview 4 | Page Timeline Engagement kickoff will begin in February 2026. Up to seven meetings with stakeholders and adjacent property owners, up to four public events, and two work sessions with the Community Development Board and City Commission will take place between February and October 2026. Milestones • February - March 2026 – Initial correspondence with key stakeholders and adjacent property owners; conduct stakeholder meetings • May - June 2026 – Release draft plan; Conduct public open house and pop-up events • July 2026 – Release second draft plan; Hold work sessions with Community Development Board and City Commission • August 2026 – Release final draft plan • September 2026 – Formal public notice for plan adoption • September – October 2026 – Community Development Board and City Commission adoption hearings • October 2026 – Deliver final adopted plan Identified Stakeholders Decision Makers Internal to the Organization External Organizations Community Members • City Commission • City of Bozeman Representatives • Engineering & Transportation Department • Community Development Department • Utilities Department • Parks & Recreation Department • Police Department • Fire Department • Gallatin County • Gallatin Valley Metropolitan Planning Organization • Montana Department of Transportation • Bozeman School District • Belgrade School District • Central Valley Fire District • Private Utility Companies • Agricultural Water Facilities Users • Private Property Owners • Gallatin County Residents • City of Bozeman Residents • HOAs in affected and adjacent areas 103 Gooch Hill Subarea Plan Engagement Plan Overview 5 | Page • Gallatin Valley Land Trust • Streamline Transportation • Bozeman Tree Coalition • Sacajawea Audubon Society • Gallatin Watershed Council Engagement Activities • Community Engagement Plan • Project Website hosted on Engage Bozeman • Up to 7 Stakeholder Meetings • Up to 2 Open Houses • Up to 2 Pop-up Events • Engagement Analysis & Evaluation • 2 Community Development Board Meetings Draft Plan Work Session CC Recommendation Public Hearing • 2 City Commission Meetings Draft Plan Work Session Adoption Public Hearing 104 Gooch Hill Subarea Plan Engagement Plan Overview 6 | Page Engagement Budget Below is a detailed breakdown of the community engagement budget which is also included within the overall project budget provided in the scope of work. 105 Gooch Hill Subarea Plan Engagement Plan Overview 7 | Page Level of Influence Inform and Consult We will provide the public with balanced and objective information to assist them in understanding the purpose and importance of the Gooch Hill Subarea Plan and how it will shape the future development of Bozeman. We will also obtain feedback during our stakeholder, general public, and board meetings to ensure diverse perspectives are represented throughout the planning process. Any feedback received throughout the engagement process will be taken into consideration during the development of the subarea plan. 106 Gooch Hill Subarea Plan Engagement Plan Overview 8 | Page Inclusion Concerns List of individuals who may be harder to reach or obtain feedback from include • Individuals of culturally, socially, or economically diverse status’ who may not live directly adjacent to the project area but may be involved in future development. Future residents who will occupy the area are not yet available for consultation. • Renters who live adjacent to the subarea plan location • Gallatin County residents not typically associated with City development and planning process • Individuals who may not have reliable internet or digital device access Methods of Communication Information about the project and any public meetings will be communicated using both digital and analog methods to ensure broad community awareness and participation. Public displays and flyers should be prominently posted in high-traffic City buildings, such as libraries, City Manager’s Office, and municipal offices. Where appropriate, postcards should also be mailed to adjacent property owners and any directly impacted stakeholders. Email correspondence should be sent to all identified stakeholders and contact information should be collected for ongoing project updates. General project information, presentation materials, and stakeholder meeting details (including date(s), time(s), and location(s)) should be posted on the City of Bozeman’s Engage Bozeman project website. The City’s social media platforms should be used to advertise public open house meetings, workshops, and other engagement events. Additionally, consideration should be given to alternative communication methods for those with limited internet access or language barriers, including translated materials and community partner distribution, to ensure inclusive outreach. 107 Gooch Hill Subarea Plan Engagement Plan Overview 9 | Page Event/Activity (e.g. Stakeholder meetings) Type of Communication (e.g. Post cards/Mailers, Email) Frequency of Communication Stakeholder Meetings Email Initial email 2-3 weeks prior to event, follow up email 3-5 days prior to event General Public Open House Meetings and pop-up events Flyers, Public Display Boards, Social Media, project Website, Print and Digital Media (news ads) Press Release 2 weeks prior to event, flyers posted/sent 2-3 weeks prior to event, initial social media 2-3 weeks prior to event – 2 more posts 1 week and 2 days prior to event, Website posting 4 weeks prior to event Community Development Board and City Commission Meetings Email, Announcements at Other planning board Meetings, Planning board Website/agenda Posting, Project Website Initial email 2-3 weeks prior to event, Announce at planning board meeting 2 weeks/1 month prior to scheduled meeting, agenda posted 72 hours prior to scheduled meeting (per City ordinance), Post on project website 4 weeks prior to event General Information Project Website, Public Display Flyers, Direct Postcard Mailing Update on project website and display boards as needed/applicable; direct mailing upon website launch 108 Gooch Hill Subarea Plan Engagement Plan Overview 10 | Page Key Messages General project information, project scope, engagement purpose, engagement objectives, changes to previously presented information, updates/milestone completions, timelines, meeting dates/times/locations, decision makers and the decision they will make. The following schedule/information will be filled in as needed: When (Date(s) communication or engagement will take place) Who (People and groups you plan to communicate or engage with) Why (Purpose of your communication or engagement e.g. Inform, Consult, Involve, etc.) What (Key Messages or opportunities you want to communicate) How (Methods you will use to communicate or engage with people) Status (Ongoing, complete, postponed, cancelled) Key Roles and Responsibilities Role Responsibilities Chris Naumann Sanbell Project Manager • Responsible for all aspects of the project • Meetings lead, primary project contact, offers feedback and direction on engagement activities Diane Tolhurst Sanbell Community Engagement Coordinator • Responsible for designing, organizing, and analyzing all public engagement activities • Identify key stakeholders • Engage website build out and website updates • Summarize all feedback and engagement outcomes 109 Gooch Hill Subarea Plan Engagement Plan Overview 11 | Page Emily Kiely City of Bozeman Community Engagement Coordinator • Responsible for providing feedback and direction on engagement activities • Provide assistance and approvals on all communications and updated information • Assist with some website updates Shawn Kohtz City of Bozeman Project Manager Decision Maker • Responsible for providing feedback and direction on engagement activities • Assist in engagement activities • Offer feedback on engagement outcomes Community Development Board Advisory Board • Host and participate in board work session • Host and participate in public meeting for City Commission recommendation Bozeman City Commission Decision Maker • Host and participate in City Commission work session • Host and participate in public hearing for City Commission final decision 110 Gooch Hill Subarea Plan Engagement Plan Overview 12 | Page Engagement Methods The methods listed below are techniques that can be used to ensure a well-rounded engagement process. These tools will be considered at the time of engagement and will be used as deemed appropriate. Method (e.g. General Public Open House) Purpose (e.g. To provide key information, updates, changes, timelines, and solicit feedback from participants) Description (e.g. A public information session incorporating a series of displays and allowing the general public the opportunity to listen, see, and discuss with technical staff project updates and concept designs) Advertising (Including Social Media) To provide key information, updates, changes, timelines, and meeting information Use of print/digital/social media to provide general information to the public and notice of public meetings and events Display Boards/Website To provide key information, updates, changes, timelines, and meeting information Public displays (digital and analog) to provide up-to-date general information, draft concepts, etc. to the public Direct Mail Post Cards To provide key information, timelines, and meeting information Use of printed materials to send to key stakeholders and adjacent property owners Email/Engage Bozeman Eblast To provide general project information and direct interested parties to the Engage Bozeman website Use of email to send to key stakeholders, adjacent property owners, and general public who wish to be updated 111 Gooch Hill Subarea Plan Engagement Plan Overview 13 | Page General Public Open House To provide key information, updates, changes, timelines, and solicit feedback from participants A public information session incorporating a series of displays and allowing the general public the opportunity to listen, see, and discuss with technical staff project updates and conceptual plans Pop-up Events To provide key information, updates, changes, timelines, and solicit feedback from participants A public tabling session incorporating a series of displays and allowing the general public the opportunity to listen, see, and discuss with technical staff project updates and conceptual plans Stakeholder Meetings To provide key information, updates, changes, timelines, build relationships, and solicit feedback from participants A small group meeting with specified individuals. The outcome will be to inform, build relationships, open communication pathways, and obtain owner preferences Community Development Board and City Commission Work Sessions To provide key information, updates, and solicit feedback advisory board members and elected officials A standard public work session as dictated by City meeting procedures and protocols Community Development Board and City Commission Presentations To present the final draft plan as required elements of the statutory adoption process Formal presentation of information from technical experts as part of the adoption process Survey A series of questions provided to a specific participant group to obtain preferences and opinions Questions regarding preferences for future land uses, general transportation uses, parks and natural resources. Survey will be online accessed and administered through the Engage Bozeman project website. 112 Gooch Hill Subarea Plan Engagement Plan Overview 14 | Page Method Evaluation Evaluation of the engagement methods will be conducted periodically throughout the engagement process. Success will be determined based on how closely we meet our objectives and aims for each method and our promise to the public. Evaluation Criteria (e.g. To inform, educate, and increase awareness of participants ) Evidence Indicators (e.g. Quantity and Diversity of information is presented and distributed ) Data Collection Tools (e.g. Tally number of emails, mailers, and overall correspondence goes out ) Provide clear, accessible information about the purpose and importance of the Gooch Hill Subarea Plan Quantity and diversity of information presented and distributed Tally number of emails, mailers, and overall correspondence goes out through City eblasts, social media, and media releases Development and launch of dedicated project webpage and at least 500 visits to the project webpage during the planning process To generate opinions and preferences from participants Number and Diversity of Information is Collected; Survey Collection; Participatory Voting on Display Boards Surveys, public event input tools To build relationships with participants Positive Engagement With Key Stakeholders General Communication and Observation Non-technical community members felt confident to contribute Participant Feedback; Interaction at Public Meetings General Communication; Survey To establish a productive environment where members felt supported Participant Feedback; Interaction at Public Meetings General Communication and observation 113 Gooch Hill Subarea Plan Engagement Plan Overview 15 | Page Resources and Budget See attached proposed budget for the labor and expenses associated with the various engagement activities. Event/Activity $ Allocated Resources Needed Stakeholder / Adjacent Property Owner Meetings • Buildings/Rooms • Chairs • Tables • Projector/digital component for presentation • Large Concept Design Printouts • Foam Core (To mount designs onto) • Stickers • Pens • Markers • Surveys - Paper/pens (if applicable) • Staff Time/Travel Costs General Public Open House Meetings • Buildings/Rooms • Chairs • Tables • Large Concept Design Printouts • Foam Core (To mount designs onto) • Stickers • Pens • Markers • Surveys - Paper/pens (if applicable) • Staff Time/Travel Costs 114 Gooch Hill Subarea Plan Engagement Plan Overview 16 | Page Pop-up Events • Chairs • Tables • Canopy • Large Concept Design Printouts • Foam Core (To mount designs onto) • Stickers • Pens • Markers • Surveys - Paper/pens (if applicable) • Staff Time/Travel Costs Planning Board and City Commission Meetings • Buildings/Rooms • Chairs • Tables • Projector/digital component for presentation • Large Concept Design Printouts • Foam Core (To mount designs onto) • Stickers • Pens • Markers • Surveys - Paper/pens • Staff Time/Travel Costs General Information / Marketing Materials/Website Buildout and Updates • Posters • Postcards/Letters/Flyers • Graphic Design Software • Postage • Envelopes • Staff Time to Design and Assemble Data Analysis & Reporting Plan Charts and graphs will be created and compiled for quantitative data points. A content analysis will be conducted on all qualitative data and a summary will be provided indicating general trends, desires, and preferences. 115 Gooch Hill Subarea Plan Engagement Plan Overview 17 | Page Method/Activity (e.g. General Public Open House) Quantitative Data (e.g. Headcounts) Qualitative Data (e.g. Minutes will be taken, general trends or discussion points will be gathered and compiled into spreadsheet(s)) Stakeholder Meetings Headcounts Minutes will be taken during each meeting, general trends or discussion points will be gathered and compiled into spreadsheet General Public Open House and Pop-up Events Headcounts General observation will be noted during the event, general trends or discussion points will be gathered and compiled into spreadsheet. Any public comment collected will be compiled and analyzed Community Development Board and City Commission Meetings Headcounts Minutes will be taken during each meeting, general trends or discussion points will be gathered and compiled into spreadsheet Surveys Number of surveys received Survey Responses will be collected, and information will be compiled into charts and graphs. Any qualitative data will be compiled, and a content analysis will be conducted 116 Professional Services Agreement for the Gooch Hill Subarea Plan Page 1 of 10 PROFESSIONAL SERVICES AGREEMENT THIS AGREEMENT is made and entered into this 3rd day of February 2026 (“Effective Date”), by and between the CITY OF BOZEMAN, MONTANA, a self-governing municipal corporation organized and existing under its Charter and the laws of the State of Montana, 121 North Rouse Street, Bozeman, Montana, with a mailing address of PO Box 1230, Bozeman, MT 59771, hereinafter referred to as “City” and SANBELL – ROCKY MOUNTAIN, 106 East Babcock Street Suite L1, Bozeman, MT 59715 hereinafter referred to as “Contractor.” The City and Contractor may be referred to individually as “Party” and collectively as “Parties.” In consideration of the mutual covenants and agreements herein contained, the receipt and sufficiency whereof being hereby acknowledged, the parties hereto agree as follows: 1. Purpose: City agrees to enter this Agreement with Contractor to perform for City services as requested by the Utilities Department for the Subarea Plan for Service Area of Gooch Hill Sanitary Sewer Lift Station hereinafter referred to as “Gooch Hill Subarea Plan”. 2. Term/Effective Date: This Agreement is effective upon the Effective Date and will expire on the 3rd day of February 2027, unless earlier terminated in accordance with this Agreement. 3. Scope of Services: Contractor will perform the work and provide the services in accordance as mutually agreed upon by City and Contractor defined in “Exhibit A – Scope of Services”, attached and made part of this Agreement. For conflicts between this Agreement and the Scope of Services, unless specifically provided otherwise, the Agreement governs. 4. Payment: City agrees to pay contractor the fixed fee amount specified in the Scope of Services for an Agreement amount of eighty-one thousand five hundred dollars ($81,500.00). Any alteration or deviation from the described services that involves additional costs above the Agreement amount will be performed by Contractor after written request by the City and will become an additional charge over and above the amount listed in the Scope of Services. The City must agree in writing upon any additional charges. 117 Professional Services Agreement for the Gooch Hill Subarea Plan Page 2 of 10 5. Contractor’s Representations: To induce City to enter into this Agreement, Contractor makes the following representations: a. Contractor has familiarized itself with the nature and extent of this Agreement, the Scope of Services, and with all local conditions and federal, state and local laws, ordinances, rules, and regulations that in any manner may affect cost, progress or performance of the Scope of Services. b. Contractor represents and warrants to City that it has the experience and ability to perform the services required by this Agreement; that it will perform the services in a professional, competent and timely manner and with diligence and skill; that it has the power to enter into and perform this Agreement and grant the rights granted in it; and that its performance of this Agreement shall not infringe upon or violate the rights of any third party, whether rights of copyright, trademark, privacy, publicity, libel, slander or any other rights of any nature whatsoever, or violate any federal, state and municipal laws. The City will not determine or exercise control as to general procedures or formats necessary to have these services meet this warranty. 6. Independent Contractor Status/Labor Relations: The parties agree that Contractor is an independent contractor for purposes of this Agreement and is not to be considered an employee of the City for any purpose. Contractor is not subject to the terms and provisions of the City’s personnel policies handbook and may not be considered a City employee for workers’ compensation or any other purpose. Contractor is not authorized to represent the City or otherwise bind the City in any dealings between Contractor and any third parties. Contractor shall comply with the applicable requirements of the Workers’ Compensation Act, Title 39, Chapter 71, Montana Code Annotated (MCA), and the Occupational Disease Act of Montana, Title 39, Chapter 71, MCA. Contractor shall maintain workers’ compensation coverage for all members and employees of Contractor’s business, except for those members who are exempted by law. Contractor shall furnish the City with copies showing one of the following: (1) a binder for workers’ compensation coverage by an insurer licensed and authorized to provide workers’ compensation insurance in the State of Montana; or (2) proof of exemption from workers’ compensation granted by law for independent contractors. In the event that, during the term of this Agreement, any labor problems or disputes of any type arise or materialize which in turn cause any services to cease for any period of time, Contractor specifically agrees to take immediate steps, at its own expense and without expectation of reimbursement from City, to alleviate or resolve all such labor problems or disputes. The specific steps Contractor shall take shall be left to the discretion of Contractor; provided, however, that Contractor shall bear all costs of any related legal action. Contractor shall provide immediate relief to the City so as to permit the services to continue at no additional cost to City. Contractor shall indemnify, defend, and hold the City harmless from any and all claims, demands, costs, expenses, damages, and liabilities arising out of, resulting from, or 118 Professional Services Agreement for the Gooch Hill Subarea Plan Page 3 of 10 occurring in connection with any labor problems or disputes or any delays or stoppages of work associated with such problems or disputes. 7. Indemnity/Waiver of Claims/Insurance: For other than professional services rendered, to the fullest extent permitted by law, Contractor agrees to release, defend, indemnify, and hold harmless the City, its agents, representatives, employees, and officers (collectively referred to for purposes of this Section as the City) from and against any and all claims, demands, actions, fees and costs (including attorney’s fees and the costs and fees of expert witness and consultants), losses, expenses, liabilities (including liability where activity is inherently or intrinsically dangerous) or damages of whatever kind or nature connected therewith and without limit and without regard to the cause or causes thereof or the negligence of any party or parties that may be asserted against, recovered from or suffered by the City occasioned by, growing or arising out of or resulting from or in any way related to: (i) the negligent, reckless, or intentional misconduct of the Contractor; or (ii) any negligent, reckless, or intentional misconduct of any of the Contractor’s agents. For the professional services rendered, to the fullest extent permitted by law, Contractor agrees to indemnify and hold the City harmless against claims, demands, suits, damages, losses, and expenses, including reasonable defense attorney fees, to the extent caused by the negligence or intentional misconduct of the Contractor or Contractor’s agents or employees. Such obligations shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity that would otherwise exist. The indemnification obligations of this Section must not be construed to negate, abridge, or reduce any common-law or statutory rights of the City as indemnitee(s) which would otherwise exist as to such indemnitee(s). Contractor’s indemnity under this Section shall be without regard to and without any right to contribution from any insurance maintained by City. Should the City be required to bring an action against the Contractor to assert its right to defense or indemnification under this Agreement or under the Contractor’s applicable insurance policies required below, the City shall be entitled to recover reasonable costs and attorney fees incurred in asserting its right to indemnification or defense but only if a court of competent jurisdiction determines the Contractor was obligated to defend the claim(s) or was obligated to indemnify the City for a claim(s) or any portion(s) thereof. In the event of an action filed against the City resulting from the City’s performance under this Agreement, the City may elect to represent itself and incur all costs and expenses of suit. Contractor also waives any and all claims and recourse against the City, including the right of contribution for loss or damage to person or property arising from, growing out of, or in any way connected with or incident to the performance of this Agreement except “responsibility for [City’s] own fraud, for willful injury to the person or property of another, or for violation of law, whether willful or negligent” as per 28-2-702, MCA. 119 Professional Services Agreement for the Gooch Hill Subarea Plan Page 4 of 10 These obligations shall survive termination of this Agreement and the services performed hereunder. In addition to and independent from the above, Contractor shall at Contractor’s expense secure insurance coverage through an insurance company or companies duly licensed and authorized to conduct insurance business in Montana which insures the liabilities and obligations specifically assumed by the Contractor in this Section. The insurance coverage shall not contain any exclusion for liabilities specifically assumed by the Contractor in this Section. The insurance shall cover and apply to all claims, demands, suits, damages, losses, and expenses that may be asserted or claimed against, recovered from, or suffered by the City without limit and without regard to the cause therefore and which is acceptable to the City. Contractor shall furnish to the City an accompanying certificate of insurance and accompanying endorsements in amounts not less than as follows: • Workers’ Compensation – statutory; • Employers’ Liability - $1,000,000 per occurrence; $2,000,000 annual aggregate; • Commercial General Liability - $1,000,000 per occurrence; $2,000,000 annual aggregate; • Automobile Liability - $1,000,000 property damage/bodily injury per accident; and • Professional Liability - $1,000,000 per claim; $2,000,000 annual aggregate. The above amounts shall be exclusive of defense costs. The City shall be endorsed as an additional or named insured on a primary non-contributory basis on the Commercial General, Employer’s Liability, and Automobile Liability policies. The insurance and required endorsements must be in a form suitable to City and shall include no less than a thirty (30) day notice of cancellation or non-renewal. Contractor shall notify City within two (2) business days of Contractor’s receipt of notice that any required insurance coverage will be terminated or Contractor’s decision to terminate any required insurance coverage for any reason. The City must approve all insurance coverage and endorsements prior to the Contractor commencing work. 8. Termination for Contractor’s Fault: a. If Contractor refuses or fails to timely do the work, or any part thereof, or fails to perform any of its obligations under this Agreement, or otherwise breaches any terms or conditions of this Agreement, the City may, by written notice, terminate this Agreement and the Contractor’s right to proceed with all or any part of the work (“Termination Notice Due to Contractor’s Fault”). The City may then take over the work and complete it, either with its own resources or by re-letting the contract to any other third party. b. In the event of termination pursuant to this Section 8, Contractor shall be entitled to payment only for those services Contractor actually rendered. 120 Professional Services Agreement for the Gooch Hill Subarea Plan Page 5 of 10 c. Any termination provided for by this Section 8 shall be in addition to any other remedies to which the City may be entitled under the law or at equity. d. In the event of termination under this Section 8, Contractor shall, under no circumstances, be entitled to claim or recover consequential, special, punitive, lost business opportunity, lost productivity, field office overhead, general conditions costs, or lost profits damages of any nature arising, or claimed to have arisen, as a result of the termination. 9. Termination for City’s Convenience: a. Should conditions arise which, in the sole opinion and discretion of the City, make it advisable to the City to cease performance under this Agreement, the City may terminate this Agreement by written notice to Contractor (“Notice of Termination for City’s Convenience”). The termination shall be effective in the manner specified in the Notice of Termination for City’s Convenience and shall be without prejudice to any claims that the City may otherwise have against Contractor. b. Upon receipt of the Notice of Termination for City’s Convenience, unless otherwise directed in the Notice, the Contractor shall immediately cease performance under this Agreement and make every reasonable effort to refrain from continuing work, incurring additional expenses or costs under this Agreement and shall immediately cancel all existing orders or contracts upon terms satisfactory to the City. Contractor shall do only such work as may be necessary to preserve, protect, and maintain work already completed or immediately in progress. c. In the event of termination pursuant to this Section 9, Contractor is entitled to payment only for those services Contractor actually rendered on or before the receipt of the Notice of Termination for City’s Convenience. d. The compensation described in Section 9(c) is the sole compensation due to Contractor for its performance of this Agreement. Contractor shall, under no circumstances, be entitled to claim or recover consequential, special, punitive, lost business opportunity, lost productivity, field office overhead, general conditions costs, or lost profits damages of any nature arising, or claimed to have arisen, as a result of the termination. 10. Limitation on Contractor’s Damages; Time for Asserting Claim: a. In the event of a claim for damages by Contractor under this Agreement, Contractor’s damages shall be limited to contract damages and Contractor hereby expressly waives any right to claim or recover consequential, special, punitive, lost business opportunity, lost productivity, field office overhead, general conditions costs, or lost profits damages of any nature or kind. b. In the event Contractor wants to assert a claim for damages of any kind or nature, Contractor shall provide City with written notice of its claim, the facts and circumstances surrounding and giving rise to the claim, and the total amount of damages sought by the claim, within thirty (30) days of the facts and circumstances giving rise to the claim. In the 121 Professional Services Agreement for the Gooch Hill Subarea Plan Page 6 of 10 event Contractor fails to provide such notice, Contractor shall waive all rights to assert such claim. 11. Representatives and Notices: a. City’s Representative: The City’s Representative for the purpose of this Agreement shall be Shawn Kohtz (Director of Utilities) or such other individual as City shall designate in writing. Whenever approval or authorization from or communication or submission to City is required by this Agreement, such communication or submission shall be directed to the City’s Representative and approvals or authorizations shall be issued only by such Representative; provided, however, that in exigent circumstances when City’s Representative is not available, Contractor may direct its communication or submission to other designated City personnel or agents as designated by the City in writing and may receive approvals or authorization from such persons. b. Contractor’s Representative: The Contractor’s Representative for the purpose of this Agreement shall be Chris Naumann (Associate Principal) or such other individual as Contractor shall designate in writing. Whenever direction to or communication with Contractor is required by this Agreement, such direction or communication shall be directed to Contractor’s Representative; provided, however, that in exigent circumstances when Contractor’s Representative is not available, City may direct its direction or communication to other designated Contractor personnel or agents. c. Notices: All notices required by this Agreement shall be in writing and shall be provided to the Representatives named in this Section. Notices shall be deemed given when delivered, if delivered by courier to Party’s address shown above during normal business hours of the recipient; or when sent, if sent by email or fax (with a successful transmission report) to the email address or fax number provided by the Party’s Representative; or on the fifth business day following mailing, if mailed by ordinary mail to the address shown above, postage prepaid. 12. Permits: Contractor shall provide all notices, comply with all applicable laws, ordinances, rules, and regulations, obtain all necessary permits, licenses, including a City of Bozeman business license, and inspections from applicable governmental authorities, and pay all fees and charges in connection therewith. 13. Laws and Regulations: Contractor shall comply fully with all applicable state and federal laws, regulations, and municipal ordinances including, but not limited to, all workers’ compensation laws, all environmental laws including, but not limited to, the generation and disposal of hazardous waste, the Occupational Safety and Health Act (OSHA), the safety rules, codes, and provisions of the Montana Safety Act in Title 50, Chapter 71, MCA, all applicable City, County, and State building and electrical codes, the Americans with Disabilities Act, and all non-discrimination, affirmative action, and utilization of minority and small business statutes and regulations. 14. Web Accessibility and the ADA: Title II of the ADA prohibits discrimination against people with disabilities in all services, programs, and activities offered or made available 122 Professional Services Agreement for the Gooch Hill Subarea Plan Page 7 of 10 by the City. This includes ensuring that the City’s communications with people with disabilities are as effective as its communications with others. If Contractor’s Scope of Services includes the production of digital content, documents, or web applications for the City, Contractor must use both the City style guide when creating a design, and, as per recommendations found in Section 508 of the Rehabilitation Act, the content must also adhere to level A and AA Success Criteria and Conformance Requirements as defined by the current Web Content Accessibility Guidelines (WCAG). The City will not accept digital content that does not comply with WCAG A and AA guidelines. If the City refuses digital content because it is non-compliant with the City style guide, Section 508 of the Rehabilitation Act, and/or WCAG, Contractor will be required to make the digital content compliant and redelivered at no additional cost to the City. 15. Nondiscrimination and Equal Pay: The Contractor agrees that all hiring by Contractor of persons performing this Agreement shall be on the basis of merit and qualifications. The Contractor will have a policy to provide equal employment opportunity in accordance with all applicable state and federal anti-discrimination laws, regulations, and contracts. The Contractor will not refuse employment to a person, bar a person from employment, or discriminate against a person in compensation or in a term, condition, or privilege of employment because of race, color, religion, creed, political ideas, sex, age, marital status, national origin, actual or perceived sexual orientation, gender identity, physical or mental disability, except when the reasonable demands of the position require an age, physical or mental disability, marital status or sex distinction. The Contractor shall be subject to and comply with Title VI of the Civil Rights Act of 1964; Section 140, Title 2, United States Code, and all regulations promulgated thereunder. Contractor represents it is, and for the term of this Agreement will be, in compliance with the requirements of the Equal Pay Act of 1963 and Section 39-3-104, MCA (the Montana Equal Pay Act). Contractor must report to the City any violations of the Montana Equal Pay Act that Contractor has been found guilty of within 60 days of such finding for violations occurring during the term of this Agreement. Contractor shall require these nondiscrimination terms of its subcontractors providing services under this Agreement. 16. Intoxicants; DOT Drug and Alcohol Regulations/Safety and Training: Contractor shall not permit or suffer the introduction or use of any intoxicants, including alcohol or illegal drugs, by any employee or agent engaged in services to the City under this Agreement while on City property or in the performance of any activities under this Agreement. Contractor acknowledges it is aware of and shall comply with its responsibilities and obligations under the U.S. Department of Transportation (DOT) regulations governing anti- drug and alcohol misuse prevention plans and related testing. City shall have the right to request proof of such compliance and Contractor shall be obligated to furnish such proof. The Contractor shall be responsible for instructing and training the Contractor's employees and agents in proper and specified work methods and procedures. The 123 Professional Services Agreement for the Gooch Hill Subarea Plan Page 8 of 10 Contractor shall provide continuous inspection and supervision of the work performed. The Contractor is responsible for instructing its employees and agents in safe work practices. 17. Modification and Assignability: This Agreement may not be enlarged, modified or altered except by written agreement signed by both parties hereto. The Contractor may not subcontract or assign Contractor’s rights, including the right to compensation or duties arising hereunder, without the prior written consent of the City. Any subcontractor or assignee will be bound by all of the terms and conditions of this Agreement. 18. Reports/Accountability/Public Information: Contractor agrees to develop and/or provide documentation as requested by the City demonstrating Contractor’s compliance with the requirements of this Agreement. Contractor shall allow the City, its auditors, and other persons authorized by the City to inspect and copy its books and records for the purpose of verifying that the reimbursement of monies distributed to Contractor pursuant to this Agreement was used in compliance with this Agreement and all applicable provisions of federal, state, and local law. The Contractor shall not issue any statements, releases or information for public dissemination without prior approval of the City. 19. Non-Waiver: A waiver by either party of any default or breach by the other party of any terms or conditions of this Agreement does not limit the other party’s right to enforce such term or conditions or to pursue any available legal or equitable rights in the event of any subsequent default or breach. 20. Attorney’s Fees and Costs: In the event it becomes necessary for either Party to retain an attorney to enforce any of the terms or conditions of this Agreement or to give any notice required herein, then the prevailing Party or the Party giving notice shall be entitled to reasonable attorney's fees and costs, including fees, salary, and costs of in-house counsel including the City Attorney’s Office staff. 21. Taxes: Contractor is obligated to pay all taxes of any kind or nature and make all appropriate employee withholdings. 22. Dispute Resolution: a. Any claim, controversy, or dispute between the parties, their agents, employees, or representatives shall be resolved first by negotiation between senior-level personnel from each party duly authorized to execute settlement agreements. Upon mutual agreement of the parties, the parties may invite an independent, disinterested mediator to assist in the negotiated settlement discussions. b. If the parties are unable to resolve the dispute within thirty (30) days from the date the dispute was first raised, then such dispute may only be resolved in a court of competent jurisdiction in compliance with the Applicable Law provisions of this Agreement. 23. Survival: Contractor’s indemnification shall survive the termination or expiration of this Agreement for the maximum period allowed under applicable law. 124 Professional Services Agreement for the Gooch Hill Subarea Plan Page 9 of 10 24. Headings: The headings used in this Agreement are for convenience only and are not construed as a part of the Agreement or as a limitation on the scope of the particular paragraphs to which they refer. 25. Severability: If any portion of this Agreement is held to be void or unenforceable, the balance thereof shall continue in effect. 26. Applicable Law: The parties agree that this Agreement is governed in all respects by the laws of the State of Montana. 27. Binding Effect: This Agreement is binding upon and inures to the benefit of the heirs, legal representatives, successors, and assigns of the parties. 28. No Third-Party Beneficiary: This Agreement is for the exclusive benefit of the parties, does not constitute a third-party beneficiary agreement, and may not be relied upon or enforced by a third party. 29. Counterparts: This Agreement may be executed in counterparts, which together constitute one instrument. 30. Integration: This Agreement and all Exhibits attached hereto constitute the entire agreement of the parties. Covenants or representations not contained herein or made a part thereof by reference, are not binding upon the parties. There are no understandings between the parties other than as set forth in this Agreement. All communications, either verbal or written, made prior to the date of this Agreement are hereby abrogated and withdrawn unless specifically made a part of this Agreement by reference. 31. Consent to Electronic Signatures: The Parties have consented to execute this Agreement electronically in conformance with the Montana Uniform Electronic Transactions Act, Title 30, Chapter 18, Part 1, MCA. 32. Extensions: this Agreement may, upon mutual agreement, be extended for a period of one year by written agreement of the Parties. In no case, however, may this Agreement run longer than the 31st day of December 2027. **** END OF AGREEMENT EXCEPT FOR SIGNATURES **** 125 Professional Services Agreement for the Gooch Hill Subarea Plan Page 10 of 10 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written or as recorded in an electronic signature. CITY OF BOZEMAN, MONTANA By______________________ Chuck Winn, City Manager SANBELL – ROCKY MOUNTAIN By_______________________ Danielle Scharf, Managing Principal APPROVED AS TO FORM: By_______________________ Greg Sullivan, Bozeman City Attorney 126 Version February 2023 RESOLUTION A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, ADOPTING THE GOOCH HILL AREA PLAN COMMUNITY ENGAGEMENT PLAN AS REQUIRED BY THE MONTANA LAND USE PLANNING ACT (TITLE 76 CHAPTER 25 MONTANA CODE ANNOTATED. WHEREAS, the City Commission directed the city manager to prepare an area plan for the service area of the first phase of the Gooch Hill sanitary sewer lift station; and WHEREAS, the Gooch Hill Area Plan will provide a localized analysis of the land uses, infrastructure needs, and other related issues within the service area of the Gooch Hill sanitary sewer lift station first phase; and WHEREAS, the Gooch Hill Area Plan will be based upon the overarching vision of the Bozeman Community Plan, ensuring growth is coordinated, sustainable, and aligned with citywide priorities; and WHEREAS, this Community Engagement Plan establishes an anticipated schedule of the City’s public engagement activities for the development of the Gooch Hill Area Plan; and WHEREAS, a Community Engagement Plan is a baseline commitment and does not prevent the City from using other methods not listed in the Plan; and WHEREAS, the City Commission held a presentation on February 3, 2026 to provide an opportunity for feedback on the Community Engagement Plan; and WHEREAS, in accordance with the Montana Land Use Planning Act, the City Commission must adopt area plans by Resolution and upon completion of the Gooch Hill Area Plan the Commission will determine whether to adopt the Gooch Hill Area Plan and this Community Engagement Plan will be included in the final Gooch Hill Area Plan. 127 Version February 2023 NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, the City Commission hereby adopts the Gooch Hill Area Plan Community Engagement Plan. PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 3rd day of February 2026. ___________________________________ JOEY MORRISON Mayor ATTEST: ___________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ___________________________________ GREG SULLIVAN City Attorney 128