Public Works, Sewer and Water

City of Verona 111 Lincoln Street Verona, WI 53593 (608) 845-6495 veronawi.gov PUBLIC WORKS, SEWER & WATER COMMITTEE- DATE: Monday July 28, 2025 TIME: 5:30 PM LOCATION: VERONA CITY HALL ROOM D122 111 LINCOLN STREET VERONA, WI 53593 1. Call to Order 2. Roll Call 3. Public Comment. 4. Approval of the Minutes: July 14, 2025. 5. Discussion and Possible Action: Inspection Service Agreement, (Ardent Glen Phase 4) - JT Engineering, Inc. 6. Discussion and Possible Action: Design Service Agreement, 3 Bridges Project 2022-107 Military State Trail (MRST) MSA Professional Services Inc. 7. Discussion and Possible Action: Pedestrian safety on CTH M/South Main Street from Locust Drive to Melondy Lane 8. Staff Report: 9. Adjourn Beth Tucker Long - Chairperson POSTED: July24, 2025 POSTED: Verona City Hall Verona Public Library Miller’s Market All agendas are posted on the City website at: veronawi.gov WRITTEN COMMENTS: You can send comments to the Public Works, Sewer & Water Committee on any matter, either on or not on the agenda, by emailing bmanning@veronawi.gov or in writing to Public Works, Sewer & Water Committee, 410 Investment Court, Verona, WI, 53593. Notice: If you need an interpreter, materials in alternative formats, or other accommodation to access the meeting, please contact the City Clerk at (608) 845-6495 at least 48-hours preceding the meeting. Every reasonable effort will be made to accommodate your request. Notice is hereby given that a majority of the City Council may be present at the meeting of the Public Works, Sewer & Water Committee to gather information about a subject over which they have decision-making responsibility. The City Council and any other standing committees will not take formal action at this meeting.  City of Verona 111 Lincoln Street Verona, WI 53593 (608) 845-6495 veronawi.gov PUBLIC WORKS, SEWER & WATER COMMITTEE- DATE: Monday July 14, 2025 TIME: 5:30 PM LOCATION: VERONA CITY HALL ROOM D122 111 LINCOLN STREET VERONA, WI 53593 1. Call to Order Meeting called to order by Beth Tucker Long at 5:38 pm 2. Roll Call Beth Tucker Long, Chris Weiss also present Bryan Manning, Public works Director, Michael Trotter, Assistant Public works Director, Carla Fischer, City Engineer AECOM. 3. Public Comment. None 4 Approval of the Minutes: June 23, 2025. Moved by Beth Tucker Long and seconded by Chris Weiss to approve the minutes with corrections. Motion passed 2-0 5 Discussion and Possible Action: Project #2022-109 North Booster Station-Rohde Brothers pay request #10 Moved by Chris Weiss and seconded by Beth Tucker Long to approve project #2022-109 North Booster Station- Rohde Brothers pay request #10 in the contract sum not to exceed $18,000.00 Motion passed 2-0 6 Discussion and Possible Action: Project #2022-109 North Booster Station-Rohde Brothers change order request #2 Moved by Beth Tucker Long and seconded by Chris Weiss to approve Project #2022-109 North Booster Station-Rohde Brothers Inc. change order request in the sum not to exceed 6,414.00 Motion passed 2-0 7 Discussion and Possible Action: Project 2022-110 Well #6 Reconstruction and Liner Installation Water Well Solutions. Moved by Chris Weiss and Seconded by Beth Tucker Long to approve Water Well Solutions Project 2022-110 Well #6 Reconstruction and Liner Installation, for Lamna Flo pipe replacement for a total sum not to exceed $62,304.00 Motion passed 2-0 8 Discussion and Possible Action: Well #6 Electric Pump Motor inspection and rebuild. Moved by Chris Weiss and Seconded by Beth Tucker Long to approve additional cost to EMS (Electric Motor Service) to rebuild Well #6 Well Motor for a total sum not to exceed $15,000.00 Motion passed 2-0 9 Discussion and Possible Action: Well #6 Chemical Pumps and Blower Replacement. Moved by Chris Weiss and Seconded by Beth Tucker Long to approve cost to replace and install new Pumps and Blower to William Reid for total sum not to exceed $20,055.00 Motion passed 2-0  10 Discussion and Possible Action: Well #6 Con Lyte Nitro Analyzer for Chemical Nitrate Testing Moved by Beth Tucker Long and Seconded by Chris Weiss to approve purchase of a Con Lyte Nitro Nitrate Analyzer for Well #6 from Midwest Meter for a total sum not to exceed $11,667.00 Motion passed 2-0 11 Staff Report: 12 Adjourn Moved by Beth Tucker Long and Seconded by Chris Weiss to adjourn at 6:23 pm Motion passed 2-0 Beth Tucker Long - Chairperson POSTED: July10, 2025 POSTED: Verona City Hall Verona Public Library Miller’s Market All agendas are posted on the City website at: veronawi.gov WRITTEN COMMENTS: You can send comments to the Public Works, Sewer & Water Committee on any matter, either on or not on the agenda, by emailing bmanning@veronawi.gov or in writing to Public Works, Sewer & Water Committee, 410 Investment Court, Verona, WI, 53593. Notice: If you need an interpreter, materials in alternative formats, or other accommodation to access the meeting, please contact the City Clerk at (608) 845-6495 at least 48-hours preceding the meeting. Every reasonable effort will be made to accommodate your request. Notice is hereby given that a majority of the City Council may be present at the meeting of the Public Works, Sewer & Water Committee to gather information about a subject over which they have decision-making responsibility. The City Council and any other standing committees will not take formal action at this meeting.  Meeting Date: July 28, 2025 PW/S&W Committee Memo Public Works/Sewer & Water Committee Listed below is an explanation of the items on the Public Works/Sewer & Water Committee agenda. Item (5) Discussion and Possible Action: Inspection Service Agreement, Ardent Glen Phase (4) - JT Engineering, Inc. Recommended Motion: Recommend approval of Inspection Service Agreement, Ardent Glen Phase (4) - JT Engineering, Inc. for a sum not to exceed $82,178.75 Item (6) Discussion and Possible Action: Design Service Agreement, 3 Bridges Project 2022- 107 Military State Trail (MRST) MSA Professional Services Inc. Recommended Motion: Recommend approval of Design Service Agreement, 3 Bridges Project 2022-107 Military State Trail (MRST) to MSA Professional Services Inc. for a sum not to exceed $196,261 Item (7) Discussion and Possible Action: Pedestrian safety on CTH M/South Main Street from Locust Drive to Melondy Lane Recommended Motion: Page 1 / 1  SCOPE OF SERVICES COMMENTARY PROJECT: Ardent Glen – Phase 4 CITY OF VERONA, DANE COUNTY GENERAL – This is a subdivision development project that will include earthwork, aggregate base course, installation of sanitary sewer, water main, and storm sewer utilities, ancillary concrete, and HMA paving. The expected scope of the construction work is assumed to generally follow the plans prepared by D’Onofrio Kottke and Associates. For the estimate of construction engineering costs, the scope is as follows: A. Inspection a. Construction oversight and inspection to verify that the construction complies with the plans and specifications. Inspection staff will provide a daily report to the City documenting details about the work that was completed. Inspector’s daily reports will be filed on Microsoft Teams and shared with the City. Full-time inspection based on a 5-day work week (Monday – Friday) is anticipated as attached in the Estimated Construction Inspection Schedule. B. Materials Verification – JT staff will facilitate coordination with Soils & Engineering Services, Inc. (SES) for materials assurance provided by SES. C. Survey – Verification survey for use in as-built drawings and for the City’s Geographic Information System. No project staking by JT staff is included, as this is the responsibility of others. JT will supply a dedicated GPS unit for data collection of underground utilities, stormwater facilities, and as directed by the City. D. Project Records – The following project records will be completed and submitted to the City of Verona at the conclusion of the project: 1. As-built plan set depicting the actual construction of the project and any significant plan changes 2. Assist the City in shop drawing and materials submittal reviews as directed by the City 3. Project diaries including project photos  CONTRACT AGREEMENT BETWEEN JT ENGINEERING, INC. AND THE CITY OF VERONA This Contract Agreement is made and entered into this 11th day of July 2025 by and between THE CITY OF VERONA, hereinafter referred to as the CITY, and JT Engineering, Inc. 281 W. Netherwood Road, Suite 1, Oregon, WI 53575, hereinafter referred to as the CONSULTANT. The CONSULTANT acknowledges by endorsement of this Contract Agreement that: (a) CONSULTANT has the expertise and has a thorough knowledge of the professional services required to complete the proposed work and is qualified to render such professional services (b) CONSULTANT shall comply with all applicable laws, regulations, and orders in the performance of the work (c) the work shall be performed in a manner consistent with that level of care, quality and skill ordinarily exercised by others performing similar work under similar circumstances. The parties agree as follows: CONSULTANT shall furnish Construction Inspection Services to the CITY for the Project as described below. CONSULTANT shall furnish the Basic Services as outlined in the attached scope of services if contract is executed by July 11th 2025 and is expected to be completed by July 1, 2026, unless mutually agreed by CONSULTANT and CITY to extend work beyond this date. For all Basic Services, the CITY agrees to compensate CONSULTANT as follows: Specific hourly rates, inclusive of fees for equipment needed to complete the work and mileage to/from work site, to be used for hours in which the CONSULTANT’s employees are directly engaged in performing the work or services required by this contract: Employee Classification Hourly Rate(1) Engineer Intern $90.00 Project Engineer $130.00 Project Engineer-Mid $145.00 Project Engineer-Senior $160.00 Project Manager $160.00 Project Manager-Senior $175.00 Project Administrator $195.00 Accountant $140.00 (1) Rates are updated annually on October 1. Compensation for all services provided by the CONSULTANT under the terms of this contract shall not exceed $82,178.75 based on the estimated working schedule attached. Section I – BASIC SERVICES 1.1 Basic Services The Basic Services to be performed under this Contract include construction inspection services as identified in the attached scope of services commentary. Section II – RESPONSIBILITIES 2.1 CITY’s Responsibilities 2.1.1 Assist and cooperate with the CONSULTANT in completing the work in a timely and effective manner. JT ENGINEERING, INC -1-  2.1.2 Make available to the CONSULTANT drawings, specifications and data which the CONSULTANT considers pertinent to the CONSULTANT’s responsibilities hereunder, all of which the CONSULTANT may rely upon in performing services hereunder except as may be specifically provided otherwise in writing. 2.1.3 Give prompt written notice to the CONSULTANT whenever the CITY observes or otherwise becomes aware of any development that affects the scope, timing, or performance of services of the CONSULTANT. Section III – TIME SCHEDULE 3.1 Authorization Unless otherwise directed by the CITY, the CONSULTANT shall commence the performance of the Basic Services upon execution of this Contract by both parties which shall constitute Authorization to Proceed. 3.2 Expeditious Performance The CONSULTANT recognizes that the services under this Contract are to be performed as expeditiously as practical after Authorization to Proceed. Every reasonable effort will be made to substantially complete the Basic Services within the period described above. Section IV – INVOICES AND PAYMENT 4.1 Invoices Invoices shall be submitted once a month or upon completion of services, whichever occurs earlier, for services provided under Section 1. 4.2 Payment 4.2.1 The CITY shall pay the CONSULTANT based on the monthly invoices, with total payment not to exceed the total contract amount. 4.2.2 It is expressly understood and agreed by both parties that the CONSULTANT will be paid by the CITY within 30 days after receipt of the invoice provided by the CONSULTANT. The CITY agrees to process the CONSULTANTS invoices promptly. Section V – CHANGES 5.1 Written Authorization THE CITY or CONSULTANT may, at any time, by written order, make changes in the services or work to be performed within the general scope of this Subcontract. 5.2 Equitable Adjustment If such changes cause an increase or decrease in the CONSULTANTS cost of, or time required for, performance of any services under this Contract, an equitable adjustment shall be made, and this Contract shall be modified in writing accordingly. Section VI – DISPUTES 6.1 Resolution Procedure Except as this Contract otherwise provides, in all claims, counter-claims, disputes, and other matters in question (Dispute) between the CITY and CONSULTANT arising out of or relating to this Contract or the breach of it, the CITY and CONSULTANT will negotiate a resolution of the Dispute at a reasonable time and location set by the CITY and CONSULTANT. Should negotiation be unsuccessful, mediation of the Dispute by a third party shall follow. Mediation shall be conducted in Dane County, WI, unless the CITY and CONSULTANT agree to another location. CONSULTANT and the CITY agree that those disputes not settled by mediation will be decided by binding arbitration, unless the CITY or CONSULTANT elect to have said Dispute resolved in a court of competent jurisdiction. 6.1.1 Negotiation Following written notice of a Dispute, two (2) face-to-face meetings (or less if the Dispute is resolved) shall be held. 6.1.2 Mediation If negotiation is unsuccessful, a mutually acceptable third party (Facilitator) having expertise in the subject of the dispute shall be engaged to mediate the Dispute. Should the CITY and CONSULTANT be unable to JT ENGINEERING, INC -2-  reach agreement on a Facilitator, either party may request a Circuit Judge Dane Co., WI to appoint said Facilitator. The fee and expenses of the Facilitator shall be shared equally by the parties to the Dispute. The parties may present evidence and arguments to the Facilitator. Unless the Facilitator and the parties agree otherwise, one (1) face-to-face meeting shall be held within the sixty (60) day period beginning on the date of the Facilitator’s engagement. Following the meeting, the Facilitator shall report to the parties whether he believes the Dispute is resolvable through mediation. At that point the parties shall elect (a) to continue mediation, (b) replace the Facilitator and continue mediation, or (c) end mediation. If the mediation is ended or otherwise unsuccessful in the resolution of said Dispute, the Dispute shall be resolved by binding arbitration upon the request of either party or in the alternative, by judicial adjudication. 6.1.3 Arbitration If the dispute is arbitrated, (a) the arbitration shall be decided in accordance with the current construction Industry Arbitration Rules of the American Arbitration Association; (b) the demand for arbitration may not be made more than one (1) year after the date on which the claim in dispute arose; and (c) the arbitration proceeding may not include, by consolidation or otherwise, any third person. Any decision rendered by the arbitrator(s) shall be final. Judgment may be entered upon the decision in any court having jurisdiction. The decision shall not be subject to modification or appeal except to the extent permitted by Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. 10, 11). Section VII – SUSPENSION OF WORK 7.1 Convenience of the CITY The CITY may order CONSULTANT to suspend, delay, or interrupt all or any part of the CONSULTANTS services for such period of time as the CITY may determine to be appropriate for the convenience of the CITY. 7.2 Adjustment in Schedule If the performance of all or any part of the CONSULTANTS services is, for an unreasonable period of time, suspended, delayed, or interrupted by an act of the CITY, an appropriate extension of time shall be made for any such delay in the performance of this Contract necessarily caused by such unreasonable suspension, delay, or interruption, and the Contract modified in writing accordingly. Section VIII – TERMINATION OF CONTRACT 8.1 Written Notice It is expressly understood and agreed that the CITY may terminate this Contract at any time by giving the CONSULTANT 10 days written notice in writing either personally at one of the offices of the CONSULTANT or sent by registered mail, return receipt requested, to the principal office of the CONSULTANT. The CONSULTANT may terminate this Contract upon 30 days written notice in the event of nonpayment by the CITY of CONSULTANTS’ invoices rendered for a period of 60 days or in the event the CITY otherwise substantially fails to fulfill its obligations under this Contract. 8.2 Adjustment for Services Performed In the event that this Contract is terminated by either the CITY or the CONSULTANT, the CONSULTANT shall be compensated for all services performed to the date of termination including reimbursable expenses then due. Section IX – INSURANCE 9.1 Coverage Prior to commencing work, the CONSULTANT shall obtain and maintain in effect for the duration of this Contract at its own expense the insurance with insurance companies licensed in the State where the project is located. 9.2 Minimum Coverage The minimum required coverage is the following: 9.2.1 Worker’s Compensation and Employer’s Liability Worker’s Compensation and Employer’s Liability in compliance with the statutory requirements of the State of Wisconsin. JT ENGINEERING, INC -3-  9.2.2 General Liability Commercial general liability insurance covering operations, completed operations, contractual agreements, and independent contractors, each with minimum limits of liability on an occurrence basis as set forth below: General Aggregate $2,000,000 Each Occurrence $1,000,000 Operations Aggregate $2,000,000 Personal Injury $1,000,000 9.2.3 Professional Liability Liability insurance in an amount of at least $1,000,000 total limit of liability per claim and aggregate with a maximum deductible amount of $50,000. Section X – GENERAL PROVISIONS 10.1 Independent CONSULTANT represents that it is an independent contractor and is not an employee of the CITY. 10.2 Indemnification CITY hereby agrees to indemnify, pay for defense, and hold CONSULTANT harmless from and against any and all losses, damages, settlements, costs, charges, or other expenses or liabilities of every kind and character arising out of or relating to any and all claims, liens, demands, obligations, actions, proceedings, or causes of action of every kind and character relating to the negligent acts, errors, and/or omissions of the CITY, its employees, agents and third parties who perform any of the services of CITY hereunder, and anyone else for whose acts the CITY is responsible under this contract. CONSULTANT hereby agrees to indemnify, pay for defense, and hold the CITY harmless from and against any and all losses, damages, settlements, costs, charges, or other expenses or liabilities of every kind and character arising out of or relating to any and all claims, liens, demands, obligations, actions, proceedings, or causes of action of every kind and character relating to the negligent acts, errors, and/or omissions of CONSULTANT, its employees, agents and third parties who perform any of the services of CONSULTANT hereunder, and anyone else for whose acts CONSULTANT is responsible under this contract. 10.3 Interpretation Interpretation and enforcement of this Contract shall be in accordance with the laws of the State of Wisconsin. 10.4 Notices Written notices may be delivered in person or by certified mail, or by facsimile, or by courier. All notices shall be effective upon the date of receipt by the party. Notices shall be delivered or sent to the designated representative of the other party at the address given on the last page of this Contract. An address may only be changed by written notice. 10.5 Applicable Law If applicable to this Contract, CONSULTANT will comply with the requirements of: 10.5.1 The Equal Employment Opportunity clause in Section 202 of Executive Order 11246, as amended. 10.5.2 Utilization of Small and Disadvantaged Business Concerns (Public Law 95-507), and 10.5.3 All other federal, state and local laws and regulations or orders issued under such laws. 10.6 Entire Agreement This Contract, including any schedules, attachments and referenced documents, is the entire agreement between the CITY and the CONSULTANT. Any prior or contemporaneous agreements, promises, negotiations or representations not expressly stated herein are of no force and effect. Any changes to this Contract shall be in writing and signed by the CITY and CONSULTANT. 10.7 Execution Authority This Contract is a valid and authorized undertaking of the CITY and CONSULTANT. The representatives of the CITY and CONSULTANT who have signed below have been authorized to do so. IN WITNESS WHEREOF, the parties hereto have made and executed this Contract as of the day and year shown on the cover page. JT ENGINEERING, INC -4- JT ENGINEERING, INC -5- JT Engineering, Inc. City of Verona 281 W. Netherwood Road, Suite 1 111 Lincoln Street Oregon, WI 53575 Verona, WI 53593 By: By: Brian Chlopek, PE Luke Diaz, Mayor Executive Vice President Date: 7/11/25 Date By: By: Holly Licht, City Clerk Date: Date JT ENGINEERING, INC -6- City of Verona Estimated Construction Inspection Schedule The Woods at Cathedral Point Phase 5 Project Project Classification Project Engineer Manager Administrator Accounting Hourly Wage $130.00 $160.00 $195.00 $140.00 Hours Hours Hours Hours Week Begin Week End Sunday Saturday 6-Jul-25 12-Jul-25 10 5 2 2 13-Jul-25 19-Jul-25 10 5 1 1 20-Jul-25 26-Jul-25 50 10 27-Jul-25 2-Aug-25 50 5 3-Aug-25 9-Aug-25 50 5 10-Aug-25 16-Aug-25 50 5 1 1 17-Aug-25 23-Aug-25 50 5 24-Aug-25 30-Aug-25 40 10 31-Aug-25 6-Sep-25 40 10 7-Sep-25 13-Sep-25 10 5 1 1 14-Sep-25 20-Sep-25 10 5 21-Sep-25 27-Sep-25 10 5 1 1 5% rate increase assumed $136.50 $168.00 $204.75 $147.00 28-Sep-25 4-Oct-25 10 5 1 1 5-Oct-25 11-Oct-25 10 5 1 1 12-Oct-25 18-Oct-25 19-Oct-25 25-Oct-25 26-Oct-25 1-Nov-25 2-Nov-25 8-Nov-25 9-Nov-25 15-Nov-25 16-Nov-25 22-Nov-25 23-Nov-25 29-Nov-25 30-Nov-25 6-Dec-25 7-Dec-25 13-Dec-25 14-Dec-25 20-Dec-25 21-Dec-25 27-Dec-25 28-Dec-25 3-Jan-26 4-Jan-26 10-Jan-26 11-Jan-26 17-Jan-26 18-Jan-26 24-Jan-26 25-Jan-26 31-Jan-26 1-Feb-26 7-Feb-26 8-Feb-26 14-Feb-26 15-Feb-26 21-Feb-26 22-Feb-26 28-Feb-26 1-Mar-26 7-Mar-26 8-Mar-26 14-Mar-26 15-Mar-26 21-Mar-26 22-Mar-26 28-Mar-26 29-Mar-26 4-Apr-26 5-Apr-26 11-Apr-26 12-Apr-26 18-Apr-26 19-Apr-26 25-Apr-26 26-Apr-26 2-May-26 3-May-26 9-May-26 10-May-26 16-May-26 17-May-26 23-May-26 24-May-26 30-May-26 31-May-26 6-Jun-26 7-Jun-26 13-Jun-26 40 5 1 1 14-Jun-26 20-Jun-26 40 5 2 2 Totals 480 95 11 11 Cost $63,050.00 $15,360.00 $2,193.75 $1,575.00 Total Estimated Contract Amount $82,178.75 Page 1/1  MSA Project Number: 09286051 This AGREEMENT (Agreement) is made effective July 18, 2025 by and between MSA PROFESSIONAL SERVICES, INC (MSA) Address: 1702 Pankratz Street, Madison, WI 53704 Phone: (608) 242-7779 Representative: Sean Spromberg Email: sspromberg@msa-ps.com CITY OF VERONA (OWNER) Address: 410 Investment Court, Verona, WI 53593 Phone: (608) 845-6695 Representative: Joe Jirsa Email: jjirsa@veronawi.gov Project Name: City of Verona Military Ridge State Trail Pedestrian Structures The scope of the work authorized is: See Attachment A: Scope of Services The schedule to perform the work is: Approximate Start Date: August 1, 2025 Approximate Completion Date: May 2026 The estimated fee for the work is: $196,261 All services shall be performed in accordance with the General Terms and Conditions of MSA, which is attached and made part of this Agreement. Any attachments or exhibits referenced in this Agreement are made part of this Agreement. Payment for these services will be on a time and expense basis. Attachment B: Rate Schedule is attached and made part of this Agreement Approval: Authorization to proceed is acknowledged by signatures of the parties to this Agreement. CITY OF VERONA MSA PROFESSIONAL SERVICES, INC. Joe Jirsa Sean Spromberg Construction Engineer Operations Leader Date: Date: 7-18-2025 Page 1 of 8 G:\09\09286\09286051\Contract\MSA PSA.docx  MSA PROFESSIONAL SERVICES, INC. (MSA) GENERAL TERMS AND CONDITIONS OF SERVICES (PUBLIC) 1. Scope and Fee. The scope of Owner’s Project (the “Project”), scope of MSA’s services (the “Work”), for those services are defined in Attachment A. The scope and fee constitute a good faith estimate of the tasks and associated fees required to perform the services defined in Attachment A. This agreement upon execution by both parties hereto, can be amended only by written instrument signed by both parties. For those projects involving conceptual or process development service or involve renovation of an existing building or structure, activities often cannot be fully defined during initial planning. As the Project progresses, facts uncovered may reveal a change in direction which may alter the Work. MSA will promptly inform the OWNER in writing of such situations so that changes in this agreement can be made as required. 2. Owner’s Responsibilities. (a) Project Scope and Budget The OWNER shall define the scope and budget of the Project and, when applicable, periodically update the Project budget, including that portion allocated for the cost of the Work. The Project budget shall include contingencies for design, development, and, when required by the scope of the Project, construction of the Project. The OWNER shall not significantly increase or decrease the overall Project scope or schedule, the portion of the budget allocated for the cost of the Work, or contingencies included in the overall budget or a portion of the budget, without the agreement of MSA to a corresponding change in the Project scope, quality, schedule, and compensation of MSA. (b) Designated Owner Representative The OWNER shall identify a Designated Representative who shall be authorized to act on behalf of the OWNER with respect to the Project. OWNER’s Designated Representative shall render related decisions in a timely manner so as to avoid unreasonable delay in the orderly and sequential progress of MSA’s services. MSA shall not be liable for any error or omission made by OWNER, OWNER’s Designated Representative, or OWNER’s consultant. (c) Tests, Inspections, and Reports When required by the scope of the Project, the OWNER shall furnish tests, inspections, and reports required by law or the Contract Documents, such as planning studies; preliminary designs; structural, mechanical, or chemical tests; tests for air, water, or soil pollution; and tests for hazardous materials. (d) Additional Consultants MSA’s consultants shall be identified in Attachment A. The OWNER shall furnish the services of other consultants other than those designated in Attachment A, including such legal, financial, accounting, and insurance counseling services as may be required for the Project. (e) OWNER Provided Services and Information MSA shall be entitled to rely on the accuracy and completeness of services and information furnished by the OWNER, Designated OWNER Representative, or Consultant. MSA shall use reasonable efforts to provide prompt written notice to the OWNER if MSA becomes aware of any errors, omissions, or inconsistencies in such services or information. 3. Billing. MSA will bill the OWNER monthly with net payment due upon receipt. Balances due past thirty (30) days shall be subject to an interest charge at a rate of 18% per year from said thirtieth day. In addition, MSA may, after giving seven days written notice, suspend service under any agreement until the OWNER has paid in full all amounts due for services rendered and expenses incurred, including the interest charge on past due invoices. 4. Costs and Schedules. Costs (including MSA’s fees and reimbursable expenses) and schedule commitments shall be subject to change for delays caused by the OWNER's failure to provide specified facilities or information or for delays caused by unpredictable occurrences including, without limitation, fires, floods, riots, strikes, unavailability of labor or materials, delays or defaults, by suppliers of materials or services, process shutdowns, pandemics, acts of God or the public enemy, or acts of regulations of any governmental agency. Temporary delays of services caused by any of the above which result in additional costs beyond those outlined may require renegotiation of this agreement. 5. Access to Site. Owner shall furnish right-of-entry on the Project site for MSA and, if the site is not owned by Owner, warrants that permission has been granted to make planned explorations pursuant to the scope of Page 2 of 8 (General Terms & Conditions - Public) G:\09\09286\09286051\Contract\MSA PSA.docx services. MSA will take reasonable precautions to minimize damage to the site from use of equipment, but has not included costs for restoration of damage that may result and shall not be responsible for such costs. 6. Location of Utilities. Owner shall supply MSA with the location of all pre-existent utilities and MSA has the right to reasonably rely on all Owner supplied information. In those instances where the scope of services require MSA to locate any buried utilities, MSA shall use reasonable means to identify the location of buried utilities in the areas of subsurface exploration and shall take reasonable precautions to avoid any damage to the utilities noted. However, Owner agrees to indemnify and defend MSA in the event of damage or injury arising from damage to or interference with subsurface structures or utilities which result from inaccuracies in information of instructions which have been furnished to MSA by others. 7. Professional Representative. MSA intends to serve as the OWNER’s professional representative for those services as defined in this agreement, and to provide advice and consultation to the OWNER as a professional. Any opinions of probable project costs, reviews and observations, and other recommendations made by MSA for the OWNER are rendered on the basis of experience and qualifications and represents the professional judgment of MSA. However, MSA cannot and does not warrant or represent that proposals, bid or actual project or construction costs will not vary from the opinion of probable cost prepared by it. 8. Construction. When applicable to the scope of the Project, the OWNER shall contract with a licensed and qualified Contractor for implementation of construction work utilizing a construction contract based on an EJCDC construction contract and general conditions appropriate for the scope of the Project and for the delivery method. In the construction contract, the OWNER shall use reasonable commercial efforts to require the Contractor to (1) obtain Commercial General Liability Insurance with contractual liability coverage insuring the obligation of the Contractor, and name the OWNER, MSA and its employees and consultants as additionally insureds of that policy; (2) indemnify and hold harmless the OWNER, MSA and its employees and consultants from and against any and all claims, damages, losses, and expenses (“Claims”), including but not limited to reasonable attorney’s fees and economic or consequential damages arising in whole or in part out of the negligent act or omission of the contractor, and Subcontractor or anyone directly or indirectly employed by any of them. This agreement shall not be construed as giving MSA, the responsibility or authority to direct or supervise construction means, methods, techniques, sequence, or procedures of construction selected by the contractors or subcontractors or the safety precautions and programs incident to the work, the same being the sole and exclusive responsibility of the contractors or subcontractors. 9. Standard of Care. In conducting the services, MSA will apply present professional, engineering and/or scientific judgment, which is known as the “standard of care”. The standard of care is defined as that level of skill and care ordinarily exercised by members of the same profession practicing at the same point in time and in the same or similar locality under similar circumstances in performing the Services. The OWNER acknowledges that "current professional standards" shall mean the standard for professional services, measured as of the time those services are rendered, and not according to later standards, if such later standards purport to impose a higher degree of care upon MSA. MSA does not make any warranty or guarantee, expressed or implied, nor have any agreement or contract for services subject to the provisions of any uniform commercial code. Similarly, MSA will not accept those terms and conditions offered by the OWNER in its purchase order, requisition, or notice of authorization to proceed, except as set forth herein or expressly agreed to in writing. Written acknowledgement of receipt, or the actual performance of services subsequent to receipt of such purchase order, requisition, or notice of authorization to proceed is specifically deemed not to constitute acceptance of any terms or conditions contrary to those set forth herein. 10. Municipal Advisor. MSA Professional Services, Inc. is not acting as a ‘Municipal Advisor’ to the owner pursuant to Section 15B of the Exchange Act. For financial advice related to the corresponding project, the client is encouraged to discuss their finances with internal and/or external advisors and experts before making decisions incurring debt and/or supporting those obligations. MSA desires to serve each client well by providing the best information publicly available and is providing information as part of its engineering responsibilities to inform client options. The information is not intended to provide financial advice or recommendations and is not bound by the formal Municipal Advisor fiduciary duty. 11. Conduct Expectations. Owner and MSA understand their respective obligations to provide a safe, respectful work environment for their employees. Both parties agree that harassment on the job (unwelcome verbal, physical or other behavior that is related to sex, race, age, or protected class status) will not be tolerated and will be addressed timely and in compliance with anti-harassment laws. Page 3 of 8 (General Terms & Conditions - Public) G:\09\09286\09286051\Contract\MSA PSA.docx  12. Electronic Documents and Transmittals. Owner and MSA agree to transmit and accept project related correspondence, documents, text, data, drawings and the like in digital format in accordance with MSA’s Electronic Data Transmittal policy. Each party is responsible for its own cybersecurity, and both parties waive the right to pursue liability against the other for any damages that occur as a direct result of electronic data sharing. 13. Building Information Modelling (BIM). For any projects, and not limited to building projects, utilizing BIM, OWNER and MSA shall agree on the appropriate level of modelling required by the project, as well as the degree to which the BIM files may be made available to any party using the Electronic Document Transmittal provisions of section 12 of this Agreement. 14. Construction Site Visits. If the scope of services includes services during the Construction Phase, MSA shall make visits to the site as specified in Attachment A– Scope of Services. MSA shall not, during such visits or as a result of such observations of Contractor's work in progress, supervise, direct or have control over Contractor's work nor shall MSA have authority over or responsibility for the means, methods, techniques, sequences or procedures of construction selected by Contractor, for safety precautions and programs incident to the work of Contractor or for any failure of Contractor to comply with laws, rules, regulations, ordinances, codes or orders applicable to Contractor's furnishing and performing the work. Accordingly, MSA neither guarantees the performance of any Contractor nor assumes responsibility for any Contractor's failure to furnish and perform its work in accordance with the Contract Documents. 15. Termination. This Agreement shall commence upon execution and shall remain in effect until terminated by either party, at such party's discretion, on not less than thirty (30) days' advance written notice. The effective date of the termination is the thirtieth day after the non-terminating party's receipt of the notice of termination. If MSA terminates the Agreement, the OWNER may, at its option, extend the terms of this Agreement to the extent necessary for MSA to complete any services that were ordered prior to the effective date of termination. If OWNER terminates this Agreement, OWNER shall pay MSA for all services performed prior to MSA's receipt of the notice of termination and for all work performed and/or expenses incurred by MSA in terminating Services begun after MSA's receipt of the termination notice. Termination hereunder shall operate to discharge only those obligations which are executory by either party on and after the effective date of termination. These General Terms and Conditions shall survive the completion of the services performed hereunder or the Termination of this Agreement for any cause. This agreement cannot be changed or terminated orally. No waiver of compliance with any provision or condition hereof should be effective unless agreed in writing and duly executed by the parties hereto. 16. Betterment. If, due to MSA’s error, any required or necessary item or component of the Project is omitted from the construction documents, MSA’s liability shall be limited to the reasonable costs of correction of the construction, less what OWNER’S cost of including the omitted item or component in the original construction would have been had the item or component not been omitted. It is intended by this provision that MSA will not be responsible for any cost or expense that provides betterment, upgrade, or enhancement of the Project. 17. Hazardous Substances. OWNER acknowledges and agrees that MSA has had no role in identifying, generating, treating, storing, or disposing of hazardous substances or materials which may be present at the Project site, and MSA has not benefited from the processes that produced such hazardous substances or materials. Any hazardous substances or materials encountered by or associated with Services provided by MSA on the Project shall at no time be or become the property of MSA. MSA shall not be deemed to possess or control any hazardous substance or material at any time; arrangements for the treatment, storage, transport, or disposal of any hazardous substances or materials, which shall be made by MSA, are made solely and exclusively on OWNER's behalf for OWNER's benefit and at OWNER's direction. Nothing contained within this Agreement shall be construed or interpreted as requiring MSA to assume the status of a generator, storer, treater, or disposal facility as defined in any federal, state, or local statute, regulation, or rule governing treatment, storage, transport, and/or disposal of hazardous substances or materials. All samples of hazardous substances, materials or contaminants are the property and responsibility of OWNER and shall be returned to OWNER at the end of a project for proper disposal. Alternate arrangements to ship such samples directly to a licensed disposal facility may be made at OWNER's request and expense and subject to this subparagraph. 18. Insurance. MSA will maintain insurance coverage for: Worker's Compensation, General Liability, and Professional Liability. MSA will provide information as to specific limits upon written request. If the OWNER requires coverages or limits in addition to those in effect as of the date of the agreement, premiums for additional Page 4 of 8 (General Terms & Conditions - Public) G:\09\09286\09286051\Contract\MSA PSA.docx insurance shall be paid by the OWNER. The liability of MSA to the OWNER for any indemnity commitments, or for any damages arising in any way out of performance of this contract is limited to such insurance coverages and amount which MSA has in effect. 19. Reuse of Documents. Reuse of any documents and/or services pertaining to this Project by the OWNER or extensions of this Project or on any other project shall be at the OWNER’s sole risk. The OWNER agrees to defend, indemnify, and hold harmless MSA for all claims, damages, and expenses including attorneys’ fees and costs arising out of such reuse of the documents and/or services by the OWNER or by others acting through the OWNER. 20. Indemnification. To the fullest extent permitted by law, MSA shall indemnify and hold harmless, OWNER, and OWNER’s officers, directors, members, partners, consultants, and employees (hereinafter “OWNER”) from reasonable claims, costs, losses, and damages arising out of or relating to the PROJECT, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of MSA or MSA’s officers, directors, members, partners, employees, or Consultants (hereinafter “MSA”). In no event shall this indemnity agreement apply to claims between the OWNER and MSA. This indemnity agreement applies solely to claims of third parties. Furthermore, in no event shall this indemnity agreement apply to claims that MSA is responsible for attorneys’ fees. This agreement does not give rise to any duty on the part of MSA to defend the OWNER on any claim arising under this agreement. To the fullest extent permitted by law, OWNER shall indemnify and hold harmless, MSA, and MSA’s officers, directors, members, partners, consultants, and employees (hereinafter “MSA”) from reasonable claims, costs, losses, and damages arising out of or relating to the PROJECT, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of the OWNER or the OWNER’s officers, directors, members, partners, employees, or Consultants (hereinafter “OWNER”). In no event shall this indemnity agreement apply to claims between MSA and the OWNER. This indemnity agreement applies solely to claims of third parties. Furthermore, in no event shall this indemnity agreement apply to claims that the OWNER is responsible for attorneys’ fees. This agreement does not give rise to any duty on the part of the OWNER to defend MSA on any claim arising under this agreement. To the fullest extent permitted by law, MSA’s total liability to OWNER and anyone claiming by, through, or under OWNER for any cost, loss or damages caused in part or by the negligence of MSA and in part by the negligence of OWNER or any other negligent entity or individual, shall not exceed the percentage share that MSA’s negligence bears to the total negligence of OWNER, MSA, and all other negligent entities and individuals. 21. Accrual of Claims. To the fullest extent permitted by Laws and Regulations, all causes of action arising under this Agreement will be deemed to have accrued, and all statutory periods of limitation will commence, no later than the date of Substantial Completion; or, if MSA’s services do not include Construction Phase services, or the Project is not completed, then no later than the date of Owner’s last payment to MSA. 22. Dispute Resolution. OWNER and MSA desire to resolve any disputes or areas of disagreement involving the subject matter of this Agreement by a mechanism that facilitates resolution of disputes by negotiation rather than by litigation. OWNER and MSA also acknowledge that issues and problems may arise after execution of this Agreement which were not anticipated or are not resolved by specific provisions in this Agreement. Accordingly, both OWNER and MSA will endeavor to settle all controversies, claims, counterclaims, disputes, and other matters thru mediation with a mutually agreed upon mediator. Demand for mediation shall be filed in writing with the other party to this Agreement. A demand for mediation shall be made within a reasonable time after the claim, dispute or other matter in question has arisen. In no event shall the demand for mediation be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. Neither demand for mediation nor any term of this Dispute Resolution clause shall prevent the filing of a legal action where failing to do so may bar the action because of the applicable statute of limitations. If despite the good faith efforts of OWNER and MSA any controversy, claim, counterclaim, dispute, or other matter is not resolved through negotiation or mediation, OWNER and MSA agree and consent that such matter may be resolved through legal action in the court having jurisdiction as specified in this Agreement. Page 5 of 8 (General Terms & Conditions - Public) G:\09\09286\09286051\Contract\MSA PSA.docx  23. Exclusion of Special, Indirect, Consequential and Liquidated Damages. MSA shall not be liable, in contract or tort or otherwise, for any special, indirect, consequential, or liquidated damages including specifically, but without limitation, loss of profit or revenue, loss of capital, delay damages, loss of goodwill, claim of third parties, or similar damages arising out of or connected in any way to the Project or this contract. 24. Limitation of Liability. Neither MSA, its Consultants (if any), nor their employees shall be jointly, severally, or individually liable to the OWNER in excess of the amount of the insurance proceeds available. 25. Successors and Assigns. The successors, executors, administrators, and legal representatives of Owner and MSA are hereby bound to the other party to this Agreement and to the successors, executors, administrators and legal representatives (and said assigns) of such other party, in respect of all covenants, agreements, and obligations of this Agreement. Neither party may assign, sublet, or transfer any rights under or interest (including, but without limitation, claims arising out of this Agreement or money that is due or may become due) in this Agreement without the written consent of the other party, which shall not be unreasonable withheld, except to the extent that any assignment, subletting, or transfer is mandated by law. 26. Notices. Any notice required under this Agreement will be in writing, and delivered: in person (by commercial courier or otherwise); by registered or certified mail; or by e-mail to the recipient, with the words “Formal Notice” or similar in the e-mail’s subject line. All such notices are effective upon the date of receipt. 27. Survival. Subject to applicable Laws and Regulations, all express representations, waivers, indemnifications, and limitations of liability included in this Agreement will survive its completion or termination for any reason. 28. Severability. Any provision or part of the Agreement held to be void or unenforceable under any Laws or Regulations will be deemed stricken, and all remaining provisions will continue to be valid and binding upon Owner and MSA. 29. No Waiver. A party’s non-enforcement of any provision will not constitute a waiver of that provision, nor will it affect the enforceability of that provision or of the remainder of this Agreement. 30. State Law. This agreement shall be construed and interpreted in accordance with the laws of the State of Wisconsin. 31. Jurisdiction. OWNER hereby irrevocably submits to the jurisdiction of the state courts of the State of Wisconsin for the purpose of any suit, action or other proceeding arising out of or based upon this Agreement. OWNER further consents that the venue for any legal proceedings related to this Agreement shall be Sauk County, Wisconsin. 32. Understanding. This agreement contains the entire understanding between the parties on the subject matter hereof and no representations. Inducements, promises or agreements not embodied herein (unless agreed in writing duly executed) shall be of any force or effect, and this agreement supersedes any other prior understanding entered into between the parties on the subject matter hereto. Page 6 of 8 (General Terms & Conditions - Public) G:\09\09286\09286051\Contract\MSA PSA.docx  ATTACHMENT A: SCOPE OF SERVICES (Attachment A: Scope of Services) G:\09\09286\09286051\Contract\Back-up Documents\MSA PSA.docx  July 18, 2025 Joe Jirsa Construction Engineer City of Verona – Public Works 410 Investment Court Verona, WI 53593 Re: Request for Engineering Services – City Project ID 2022-107 Military Ridge State Trail Pedestrian Structures, City of Verona, WI Dear Mr. Jirsa, Thank you for the opportunity to provide engineering design services for the replacement of three bridges along the Military Ridge State Trail (MRST) within the City of Verona, Wisconsin. It is understood that the City of Verona (City) has worked closely with the Wisconsin Department of Natural Resources (WDNR) to secure a land use agreement for the MRST to pave the trail between Wildcat Way and Old CTH PB. The City has already contracted with JT Engineering to develop plans to pave the trail. During initial investigations of pavement design, it was discovered that three pedestrian bridges along this segment of the MRST are in need of replacement. Structure inspections were performed by others in March of 2025, and the City is leading the design and construction of these three structures and will locally let the structure construction. The engineering design services work for the three bridge replacements involves topographic survey, hydraulic analysis, preliminary design including structure alternative analysis, agency coordination, environmental permitting, public involvement workshop, final structure design, specifications, engineers estimate, and bidding of the project. MSA Professional Services, Inc. is currently working with the WDNR to replace 14 bridges in the MRST west of the project limits. This project will provide MSA with a better understanding of the WDNR’s bridge design requirements and preferred structure types and will provide efficiencies in design review and agency coordination throughout the project. The City of Verona is planning to bid out the bridge replacement work in Spring 2026 with the goal of constructing the new bridges during the 2026 construction season to allow for paving of the trail in 2027. A portion of the work will overlap with respect to the survey, agency coordination, and permitting of the trail pavement project; however, additional work is anticipated for the permitting of the three bridge replacements and the potential of greater wetland disturbances and floodplain impacts. The work will continue with the trail paving project which is anticipated to be constructed in 2027. The following Scope is based on our understanding of the Project: Engineering Services The following services will be provided: Contract Administration (1) MSA will provide a monthly update email that summarizes the following: a. Important schedule updates, milestones, events, or accomplishments made 1702 Pankratz Street Madison, WI 53704 b. Milestones, events, meetings. etc. to be held in the next month c. Items/tasks that are needed from others in the next month P (608) 242-7779 d. Issues to be aware of or need to be resolved TF (800) 446-0679 F (608) 242-5664 (2) MSA will prepare and submit monthly invoices throughout the duration of the project. www.msa-ps.com (3) The following meetings are included: a. Up to three (3) virtual design meetings between MSA and City of Verona. (4) It is assumed that MSA will not attend any City Approval Meetings for this project. © 2025 MSA Professional Services G:\09\09286\09286051\Contract\Back-up Documents\Verona Military Ridge State Trail Pedestrian Structures - Final Scope of Work.docx Page 2 Joe Jirsa July 18, 2025 Site Survey (1) Survey shall be referenced to the Wisconsin Coordinate Reference System, Dane County, NAD83 (2011). Elevations will be referenced to NAVD88 (2012) utilizing Geoid G-18. (2) Establish 3-D control points at the 3 structures to be replaced for utilization during the construction phase. (3) Survey up 18 total hydraulic cross-sections of waterway/drainage way, to support watershed modeling and hydraulic design. (4) Collect structure size and feature data of 3 additional drainage structures to support watershed modeling and hydraulic design. (5) Request utility locates through Digger’s Hotline at the 3 structures to be replaced. (6) Collect general site topography and utility data at 3 structures to support replacement structure design. Survey limits are within the trail corridor and 100 feet extended from each end of the structure. Geotechnical Analysis & Report (1) MSA will coordinate with Soils & Engineering Services, Inc. (SES) to provide investigations of subsurface soil conditions for foundations at the sites of proposed bridges and precast box culverts per the scope outlined in SES Proposal No 913.5813 in Attachment A-1. It is anticipated that a total of two machine powered borings, one at each end of the existing bridge, will be required at the following bridges: NR-13-032 NR-13-034 It is anticipated that one machine powered boring will be required at the following bridges: NR-13-033 (2) Based on review of geologic information in the project vicinity, planned boring depths are as follows:  20 feet, plus one 10-foot rock core, at Bridge NR-13-032  30 feet, plus one 10-foot rock core, at Bridge NR-13-033  70 feet, with no rock core, at Bridge NR-13-034. If additional boring depth is required to achieve capacity, SES shall recommend revised boring depths or a revised boring program for verbal authorization by the City of Verona. The extent of all subsurface foundation investigations performed shall be fully justified in the Soils Report. Additional boring depths will be paid for per the Geotechnical Exploration Fee unit charges included in the SES Proposal No. 913.5813. (3) MSA will provide one PDF copy of the Final Soils Report to the City of Verona that references the City of Verona’s design project I.D. Hydrologic & Hydraulic Design (1) NR-13-032 Bridge over Dry Tributary to Badger Mill Creek a. Update hydrologic peak flow rates based on the existing model flows, current regression equations, nearby gage analysis, and design flows for other adjacent structures. b. Develop a corrected effective model by updating the existing hydraulic model (duplicate effective model) from the current FEMA approved HEC-RAS model completed in January 2023 with survey collected during this project. © 2025 MSA Professional Services G:\09\09286\09286051\Contract\Back-up Documents\Verona Military Ridge State Trail Pedestrian Structures - Final Scope of Work.docx Page 3 Joe Jirsa July 18, 2025 c. Size the structure replacement based on the corrected effective HEC-RAS model. Up to two (2) structure alternatives will be analyzed: precast box culverts with relief culverts, or a single span prefabricated steel truss bridge. The structures will be analyzed for hydraulic capacity and no increase in backwater elevation. The precast box culvert option will be explored first, as it is the preferred alternative for the City of Verona and WDNR to minimize long term maintenance. (2) NR-13-033 Bridge over Drainageway west of Lincoln Street a. Develop hydrologic design flows for the Drainageway. i. Delineate watersheds for the Drainageway using GIS tools and topographic mapping available from online sources. ii. Develop runoff coefficients, including curve numbers and times of concentration, for each watershed. Land uses will be assigned using GIS tools and input data including parcel mapping, tax assessment information (if available/appropriate), aerial photographs, impervious datasets, and NRCS soils maps. Curve numbers will be assigned according to land use types and underlying hydrologic soil groups. Times of concentration values will be calculated using land use classifications assigned and topographic mapping available from online sources. iii. Peak flow rates for the design storm event will be determined using a hydrologic modeling software. b. Develop a hydraulic model using HydroCAD to size the structure replacement. Two (2) structure alternatives will be analyzed: a dual cell precast box culvert and a single span timber or steel prefabricated steel superstructure. The sizing will be based on the downstream culverts at Lincoln Street. i. The City will provide plans for the Lincoln Street culvert. ii. The City will provide storm sewer mapping or GIS data, watershed mapping, and any available applicable modeling. (3) NR-13-034 Bridge over Drainageway to Badger Mill Creek at the Hwy 18 Park & Ride a. Develop hydrologic design flows for the Drainageway. i. Delineate watersheds for the Drainageway using GIS tools and topographic mapping available from online sources. ii. Develop runoff coefficients, including curve numbers and times of concentration, for each watershed. Land uses will be assigned using GIS tools and input data including parcel mapping, tax assessment information (if available/appropriate), aerial photographs, impervious datasets, and NRCS soils maps. Curve numbers will be assigned according to land use types and underlying hydrologic soil groups. Times of concentration values will be calculated using land use classifications assigned and topographic mapping available from online sources. iii. Estimate hydrologic value of the Park & Ride pond to account for flow attenuation based on retention. The City is unable to provide plans, so the discharge flows will be estimated using survey data. iv. Peak flow rates for the design storm event will be determined using hydrologic modeling software. b. Develop a hydraulic model using HydroCAD to size the structure replacement. One (1) structure alternative will be analyzed, a single span prefabricated steel truss bridge, as it is the preferred alternative for the City of Verona as discussed during the scoping meeting. i. As the structure is within the floodplain of Badger Mill Creek, the model will include tailwater conditions for the Creek based on the published Flood Insurance Study (FIS) report. © 2025 MSA Professional Services G:\09\09286\09286051\Contract\Back-up Documents\Verona Military Ridge State Trail Pedestrian Structures - Final Scope of Work.docx Page 4 Joe Jirsa July 18, 2025 ii. To avoid impacts to the Badger Mill Creek floodplain, the proposed structure will not lower the deck low chord or decrease waterway area as compared to the existing structure. iii. The City will provide storm sewer mapping or GIS data, watershed mapping, and any available applicable modeling. (4) Document the methodology and findings of the hydraulic study at each of the three (3) locations detailed above in a short technical memorandum with supporting figures and table. Agency Coordination / Permitting (1) Agency correspondence includes Dane County Zoning and the Wisconsin Department of Natural Resources. WDNR permits are assumed to be Individual Permits. Permit fees, if required, will be paid by the City of Verona. Floodplain assessment, studies, map changes, and associated coordination, is not included. Natural Resources Conservation Service and Department of Agriculture, Trade, and Consumer Protection coordination are not included, assuming no right of way or easements needed. Badger Mill Creek under Bridge NR-13- 034 is mapped as a Class II Trout Stream. It is assumed that the WDNR will complete the NHI search. Special species or habitat surveys, or archaeology or history concerns are not anticipated or included. Public Involvement (1) Conduct and assist the City of Verona in holding one (1) in-person public involvement meeting and explain to the public concepts and probable impacts of the project. a. MSA will prepare all exhibits and supplementary handout material and provide the equipment necessary to conduct the public involvement meeting. b. MSA will prepare a summary report after the public involvement meeting. c. Discuss with the City of Verona the comments received and recommend the possible disposition of these comments and suggestions after the public involvement meeting. d. Make all necessary arrangements for scheduling the public involvement meeting and provide notices and press releases for the City of Verona’s use. e. Provide the City of Verona with copies of all public involvement correspondence and file notes. f. Coordinate meeting schedules with City of Verona’s representative. Environmental Testing (1) MSA will provide a Wisconsin Certified Asbestos and Lead Inspector to examine the bridges and their components to determine if potential asbestos containing materials (ACM) or lead based paint (LBP) are part of the bridge features proposed for replacement. If potential ACM or LBP are identified, MSA certified staff will collect representative samples to determine whether the material is classified as ACM or LBP. Inspection and/or sampling results will be compiled in an Inspection and Sampling Summary Report. MSA will submit an electronic PDF copy of the Sampling Summary Report to the City of Verona. (2) MSA proposes to conduct an environmental investigation of the soil adjacent to each of the three bridge structures to determine whether contamination associated with creosote- treated timbers has impacted the soil. Bridge piles were commonly treated with coal-tar creosote to prevent rotting of the wood and prolong the life of the structure. The goal for this proposed work is to define the nature and extent of potential contamination so that any contaminated soil can be removed at the time of bridge demolition. MSA proposes to collect four soil samples adjacent to each of the two bridges with timber piles and two soil samples adjacent to the one bridge with concrete abutments. Borings will be advanced as close as possible to current bridge piles to a depth up to 3 feet below ground surface using a hand auger. The presence of creosote in the soil will be assessed by sampling for semi- © 2025 MSA Professional Services G:\09\09286\09286051\Contract\Back-up Documents\Verona Military Ridge State Trail Pedestrian Structures - Final Scope of Work.docx Page 5 Joe Jirsa July 18, 2025 volatile organic compounds (SVOCs). One soil sample will also be collected adjacent to each bridge to be analyzed for total metals to satisfy waste profile requirements for Madison Prairie Landfill in Sun Prairie, Wisconsin. Completing this requirement now will expedite landfill approval and prevent delays when soil removal begins. Wetland Delineations (1) MSA will conduct wetland determination and delineation within the proposed project extents at each of the existing three bridges scheduled for replacement along Military Ridge State Trail. MSA will evaluate hydrology, soils characteristics and vegetation at specific locations (sample plots) within the project area, following 1987 US Army Corps of Engineers Wetland Delineation Manual. MSA will map any boundaries using a Trimble R2 GPS receiver. Wetland boundaries will not be demarcated in the field using pin flags, ribbon or other materials. The following assumptions have been made and are not accounted for in our wetland determination and delineation scope of services: a. Soil investigations will be made solely to assist in the determination of the presence of wetlands and not for any geotechnical or other purposes. b. MSA attendance at meetings with the OWNER, WDNR or others related to wetland services will require additional compensation not included under this contract. c. MSA cannot be held responsible for any regulatory action resulting from any future impacts to any delineated wetlands. d. MSA cannot be held responsible for any litigation concerning delineated wetland boundaries as they relate to land transactions or projects. e. Wetland determinations and delineations will be coordinated with the City of Verona and WDNR, with a minimum of 7 working days prior notice, to enable the City of Verona and WDNR to make provisions for on-site observations. It is assumed that MSA can obtain permission to access each bridge location. There will be no fees associated with trail permits. (2) MSA will submit electronically an assured wetland delineation report to the City of Verona and to WDNR. (3) MSA will provide the City of Verona, in electronic format, a wetland delineation report (PDF) inclusive of a wetland boundary map (PDF) and CADD drawing (.dwg) showing wetland boundaries no later than November 20, 2025. Preliminary Design (1) It is assumed that the trail segment adjacent to the existing structures will be closed from intersection to intersection for the duration of each bridge replacement. Traffic control plans will be created to show trail segment closures. Detour plans are not included. It is assumed there will be three (3) separate trail closure segments for the bridge replacements. (2) WisDOT Standard Type A5 abutments with 45-degree wings and no skew are anticipated for the single span prefabricated steel truss bridge alternatives. It is assumed no railing will be mounted to the top of the wings. It is assumed all substructures will be supported on helical piles designed by the contractor. MSA will provide factored pile design loads on the final structure plans. The design of H-pile or CIP steel pile foundations and shallow foundations will be “extra services”. (3) Preliminary trail plans will include a full trail plan/profile sheet for each structure showing the existing and proposed bridge, trail edges, shoulders, and work limits. It is assumed that the proposed trail typical sections, plan/profiles, horizontal alignments, and any other trail improvement details will be provided in AutoCAD by JT Engineering during preliminary design. It is assumed that the existing profiles and horizontal alignments will be matched as close as possible. MSA will coordinate any plan/profile adjustments with JT Engineering for the final trail paving plans. Maximum work limits for bridge approaches are anticipated © 2025 MSA Professional Services G:\09\09286\09286051\Contract\Back-up Documents\Verona Military Ridge State Trail Pedestrian Structures - Final Scope of Work.docx Page 6 Joe Jirsa July 18, 2025 from 50 feet south/east to 50 feet north/west of the ends of the new structures. Contours will be shown on the structure plan/profile sheets to show grading limits. No path alternatives will be investigated during preliminary design. Boardwalk design and retaining wall design are “extra services”. (4) Timber approach railing is anticipated near all corners of the proposed bridge abutments. (5) Permanent new right-of-way or Temporary Limited Easements are not anticipated and are not included. It is assumed that this project falls entirely within Military Ridge State Trail right-of-way boundaries. Existing plats of survey and CSMs, if available, will be provided by the City of Verona. Preparation of a right-of-way plat or assistance with right-of-way acquisition would be “extra services”. (6) Utility facility locations will be included in the field survey scope of work and are anticipated to include buried facilities along the trail right-of-way. Coordination with the buried facilities is included. One onsite meeting with the utility companies is included in conjunction with field survey to review project limits. Release of rights coordination for utility relocations is not included. (7) Conflicting utilities at the site, if any, will need to be relocated prior to construction. The City of Verona will be responsible for ensuring that utility companies meet deadlines for their relocation. Work effort assumes no utilities will be attached to the new structures. Utility design is not anticipated or included. Final Design: (1) Final plans for Structures shall be fully dimensioned besides showing controlling elevations. The plans shall be prepared with such precision and detail to allow for the convenient layout in the field with customary degree of accuracy, and to allow for the production of an accurate estimate of quantities for all pertinent items of work to be performed in the project. (2) Concrete abutments with wings parallel to the centerline of abutment supported on helical piles are anticipated for the prefabricated steel truss alternative. Final plans shall include schedules for bar steel reinforcement. Such schedules shall provide all of the necessary detail required for the fabrication of the reinforcement without the necessity of making separate shop drawings for that purpose. (3) Final plans, specifications, bid documents, and a construction estimate are included. Construction specifications and bid items will be referenced to the State of Wisconsin, Wisconsin Department of Transportation, Standard Specifications for Highway and Structure Construction, current edition. (4) Bids will be submitted electronically via QuestCDN.com and will be opened online at a local MSA office. MSA will review the bids, prepare bid tabulation, and coordinate the processing of contract documents up to the signing of the construction contract. The City of Verona will provide review and signatures for the contract documents. This will conclude the design phase of the project. a. Assuming the design contract is signed by August 1, 2025, the bid date is anticipated to be in May 2026 pending agency review/approval, with construction in summer 2026 within the WDNR-required trout habitat timing restrictions. (5) Attendance at the preconstruction meeting is not included but can be added through a separate agreement for construction-phase services. © 2025 MSA Professional Services G:\09\09286\09286051\Contract\Back-up Documents\Verona Military Ridge State Trail Pedestrian Structures - Final Scope of Work.docx Page 7 Joe Jirsa July 18, 2025 Bidding (1) Respond to questions on bid documents by potential bidders. (2) Prepare addenda (1 assumed) based on bid correspondence. Assumptions and Information Provided by City of Verona The Scope of Services includes the following assumptions: (1) All permit and review fees will be paid by the Client/Owner. (2) Staking, shop drawing review, and construction services are not provided in this proposal but can be provided by MSA for additional costs. (3) MSA is not providing easement acquisition services in this proposal but can be provided by MSA for additional costs if necessary. (4) A Storm Water Management Plan is not anticipated. If it is required, the work would be “extra services”. (5) No coordination is anticipated with the Bureau of Aeronautics (BOA) and Federal Aviation Administration (FAA) for the project. (6) The three existing bridges are not listed as historical places in Wisconsin Historic Society Database, per Wis. Stats. 44.40. No historical review is required for this project. (7) The project is not utilizing federal funding, so compliance with Section 106 is not required. Schedule: Milestone Date A/E Selection June 20, 2025 Common Council Meeting July 28, 2025 Notice to Proceed August 1, 2025 Preliminary Plan Review December 2025 Final PS&E April 2026 Bidding May 2026 Start Construction Summer 2026 Fee: MSA has estimated the following fees for this project: Contract Administration/Coordination $ 7,680.00 Site Survey $ 8,216.00 Hydrology & Hydraulics $ 26,190.00 Agency Coordination / Permitting $ 13,270.00 Public Involvement $ 4,155.00 Environmental Testing $ 9,785.00 Wetland Delineations $ 3,999.00 Preliminary Design/Drafting $ 55,136.00 Final Design/Drafting $ 46,570.00 Bidding $ 2,640.00 MSA BASIC DESIGN SERVICES FEE $ 177,641.00 Geotechnical Analysis & Report $ 18,620.00 TOTAL ESTIMATED FEE $ 196,261.00 © 2025 MSA Professional Services G:\09\09286\09286051\Contract\Back-up Documents\Verona Military Ridge State Trail Pedestrian Structures - Final Scope of Work.docx Page 8 Joe Jirsa July 18, 2025 If you should have any questions or need any additional information, please contact me at 608-242-7779. Sincerely, MSA Professional Services, Inc. Leah Rhodes, P.E. Nathan Kindt, P.E. Team Leader Project Manager 1702 Pakratz Street | Madison, WI 53704 (608) 355-8945 | lrhodes@msa-ps.com Attachments: Attachment A-1: SES Proposal for Geotechnical Exploration and Reports (Proposal # 913.5813) Supporting Documents: City of Verona MRST Request for Qualifications © 2025 MSA Professional Services G:\09\09286\09286051\Contract\Back-up Documents\Verona Military Ridge State Trail Pedestrian Structures - Final Scope of Work.docx ATTACHMENT A-1  ATTACHMENT B: RATE SCHEDULE CLASSIFICATION LABOR RATE Administrative ............................................................................................ $ 85 – $154/hr. Architects ................................................................................................... $ 85 – $198/hr. Community Development Specialists ......................................................... $137 – $198/hr. Digital Design ............................................................................................. $115 – $151/hr. Environmental Scientists/Hydrogeologists.................................................. $110 – $193/hr. Geographic Information Systems (GIS) ...................................................... $100 – $193/hr. Housing Administration .............................................................................. $ 97 – $198/hr. Inspectors/Zoning Administrators ............................................................... $110 – $160/hr. IT Support .................................................................................................. $175 – $193/hr. Land Surveying .......................................................................................... $ 85 – $198/hr. Landscape Designers & Architects............................................................. $ 85 – $220/hr. Planners..................................................................................................... $ 85 – $215/hr. Principals ................................................................................................... $225 – $314/hr. Professional Engineers/Designers of Engineering Systems ....................... $155 – $204/hr. Project Managers ....................................................................................... $120 – $248/hr. Real Estate Professionals .......................................................................... $140 – $193/hr. Staff Engineers .......................................................................................... $ 85 – $149/hr. Technicians................................................................................................ $100 – $151/hr. Wastewater Treatment Plant Operator ....................................................... $ 92 – $118/hr. REIMBURSABLE EXPENSES Copies/Prints ...................................................................... Rate based on volume Specs/Reports ......................................................... $10 Copies ..................................................................... $0.14/page Plots ........................................................................ $0.01/sq.in. Flash Drive .............................................................. $10 GPS Equipment .................................................................. $20/hour - $10.75/hour for DOT GPS R2 Equipment ............................................................ $20/hour - $2/hour for DOT Dini Laser Level .................................................................. $85/per day Mailing/UPS ........................................................................ At cost Mileage – Reimbursement .................................................. IRS Rate – IRS Rate + $5/day Mileage – MSA Vehicle ....................................................... $0.70 mile standard/ ........................................................................................... $0.69 mile for DOT Nuclear Density Testing ...................................................... $30/day Organic Vapor Field Meter .................................................. $100/day PC/CADD Machine ............................................................. Included in labor rates Robotic Survey Equipment .................................................. $20/hour - $10/hour for DOT Stakes/Lath/Rods................................................................ At cost Travel Expenses, Lodging, & Meals .................................... At cost Traffic Counting Equipment & Data Processing................... At cost Geodimeter ......................................................................... $30/hour Drone Flight ........................................................................ $375/flight - $360/flight for DOT Labor rates represent an average or range for a particular job classification. These rates are in effect until December 31, 2025. (Attachment B: Rate Schedule) G:\09\09286\09286051\Contract\Back-up Documents\MSA PSA.docx  City of Verona GIS City of Verona 111 Lincoln St Verona, WI 53593 DISCLAIMER: The City of Verona does not guarantee the accuracy of (608) 845 - 6495 the material contained here in and is not responsible for any misuse or misrepresentation of this information or its derivatives. Print Date: 7/24/2025 SCALE: 1" = 376 ' 4,513.99