## Agenda Page 1 ## AGENDA ## CHASKA CITY COUNCIL ## CHASKA CITY HALL - COUNCIL CHAMBERS & ZOOM Monday, May 4, 2026 ## 7:00 PM 1. Call to Order 2. Pledge of Allegiance ## 3. Roll Call ## 4. Adopt Agenda ## 5. Visitor Presentation ## 6. Approve Previous Meeting Minutes 6.A. Meeting Minutes 4-20-2026 ## 7. Consent Items ## 7.A. Approve Temporary Cannabis Event Permit - Higher Place LLC ## 7.B. Approve Low-Potency Hemp Retail Registration 7.C. Adopt Resolution 2026-33 Awarding bid for 2026 314 Walnut St N. Roof ## Replacement ## 7.D. Adopt Resolution 2026-34 Scheduling Improvement Hearing for 2026 ## Street & Utility Reconstruction Project 7.E. Adopt Resolutions 2026-35 and 2026-36 Authorizing Issuance and Sale of Bonds for Series 2026A and Series 2026B 7.E.i. Resolution 2026-35 for Series 2026A 7.E.ii. Resolution 2026-36 for Series 2026B 7.F. Notice of Default on Memorandum of Understanding with Cain ## Development Group and RCS-RCA Oak Ridge, LLC for Temporary Certificate of Occupancy at 1 Oak Ridge Dr. ## 7.G. Accept Public Improvements - Pioneer Vista ## 8. Action Items 8.A. Items Related to the Design for the Chaska Library ## 8.B. Initiate Downtown Master Plan Update Process Page 1 of 185 ## Agenda Page 2 9. Bills ## 9.A. Accounts Payable Claims Roster 05-04-2026 ## 10. Other Business ## 10.A. City Administrator's Report 10.A.i. Biweekly 5/4/2026 11. Adjourn ## Chaska Economic Development Authority Meeting ## Immediately following City Council Page 2 of 185 ## - MINUTES - ## CHASKA CITY COUNCIL ## APRIL 20, 2026 1. Call to Order The meeting was called to order by Mayor Hubbard at 7:00 p.m. 2. Pledge of Allegiance ## 3. Roll Call Roll call was taken. Present: Mayor Hubbard and Councilmembers Sheveland, Grau, Benesh, and Hatfield. Also Present: Matt Podhradsky, City Administrator; Elise Durbin, Assistant City Administrator; Krista Mark, Communications Coordinator; and Christophe Morschen, City Attorney. 4. Adopt the Agenda Motion by Councilmember Hatfield, second by Councilmember Benesh to adopt the agenda as presented. Motion carried. ## 5. Visitor Presentation 5.A. Recognition – Chaska High School Hawks Basketball Team – State Champions Mayor Hubbard welcomed the Chaska High School basketball team to the meeting. Coach Nick Hayes thanked the Council for inviting the team. He introduced the eight players that were able to make it to the meeting as well as Assistant Coach Peyton Sanders and JV Coach Nick Sabin. Coach Hayes noted the team had a record of 28-4, winning the last 25 games in a row and ultimately winning the state championship. The team had an undefeated record in conference, with several players getting honorable mentions in the conference. Mayor Hubbard added that it was exciting to watch the team play throughout the season and complimented the players on their mentorship of younger players. Councilmember Hatfield congratulated the players and followed their journey to the state championship on social media. She added that winning a state championship brings the community together. Councilmember Benesh congratulated the players and told them to continue being strong role models for everyone in the community. Councilmember Hatfield thanked the team for creating a legacy with this win and for working with kids in the community. Councilmember Grau added that he has two kids in the basketball program, has coached travel basketball, and has gotten to know Coach Hayes through summer basketball camps. He congratulated the team on their win and thanked the team for supporting younger kids in the ## DRAFT Page 3 of 185 ## MINUTES-CHASKA CITY COUNCIL April 20, 2026 PAGE 2 ## DRAFT program, building community, and being strong role models. The impact and influence of not only the win, but their attitudes go way beyond performance and matter more in the long run. He thanked the seniors on the team for the legacy they built. City Administrator Podhradsky added that the team should not underestimate how many people are going to remember the players and the impact this win has had on the community. Mayor Hubbard wished the two seniors on the team luck in their future endeavors and expressed excitement over watching the rest of the team continue to move forward. 5.B. Annual State of the Library Report – Jodi Edstrom and Kevin Spencer Jodi Edstrom, Carver County Library Director, and Kevin Spencer, Chaska Library Branch Manager, introduced themselves to the Council. Ms. Edstrom noted that the library system aims to be more than just books, focusing on community support, programs, and services. The library introduced extended access, allowing adults to use libraries in the early mornings, evenings, and weekends with card access. Library usage is strong and growing again, with over 1.5 million checkouts, and high community value with partnerships, outreach, and volunteers having an important impact on the library for the community. She added that she is looking forward to the planned expansion with extended access at more branches, and a new library building in Chaska. Mr. Spencer stated that the current Library space in Chaska is significantly smaller compared to nearby Chanhassen, despite serving a larger population of over 40,000 people. This creates a high demand for limited resources, with staffing levels also relatively low. Despite these constraints, the library is performing exceptionally well and has checked out over 192,000 items, with about 67% being children's materials, and continues to expand its collection. Library visits have increased by 13% from the previous year, rebounding strongly after a pandemic-related dip in 2021. He added that libraries now serve as community hubs and are not just places for books, and the staff, though small, are highly engaged, increasing community connections by nearly 15% through outreach and events. Some of these events include story time, whose attendance has grown by nearly 64%, often exceeding space capacity in the library. Overall program attendance has increased by 106%, and events are creatively managed despite the lack of a dedicated meeting room. New initiatives such as a jigsaw puzzle competition and an entrepreneurship class for Spanish-speaking residents show the library's adaptability and commitment to serving community needs. Mr. Spencer continued that he recently attended the Public Library Association conference in Minneapolis, which is a national event with global participation, and gained inspiration and practical ideas from innovative libraries across the country. He noted he went to a session during the conference about the Missoula, Montana, library, which won the 2022 world's best library award, and was inspired by how that library had a strong emphasis on community engagement in its library design. The Missoula library incorporated a small science museum that is run in collaboration with the local university, allowing them to share programming and resources in a way that deeply enriches the community. Page 4 of 185 ## MINUTES-CHASKA CITY COUNCIL April 20, 2026 PAGE 3 ## DRAFT Mr. Spencer continued that he would love to have a maker’s space, teaching kitchen, and library of things at the new Chaska library, and hoped all of those would come to fruition. He thanked the Council for their support and the planning involved. Mr. Spencer stated there is a large support crew, the Friends of the Library in Chaska, that sells books, and the proceeds help with events and programs, such as teens making charcuterie boards. Mr. Spencer introduced Mary Kvitek, President of the Chaska Friends of the Library, to give some insight into what they do. Ms. Kvitek stated that Friends of the Library is a 501 (c) nonprofit organization with about 50 members, including Mayor Hubbard. The mission is people serving people by expanding and strengthening the services of the Chaska library, which is done primarily through book sales. Mayor Hubbard added that there is an elevator in the library, but it does not go down to the basement, so books have to be hauled up from the basement for book sales. Mr. Spencer stated he is always happy to talk to the Council about any and all library dreams, hopes, and wishes, and to reach out to him or Ms. Edstrom. Councilmember Hatfield thanked Ms. Edstrom and Mr. Spencer for the presentation, thanked the Friends of the Library, and noted she is very excited about the plans for the new Chaska library. Councilmember Hatfield noted her kids frequent the library and would love to schedule some time to hear thoughts on Ms. Edstrom and Mr. Spencer’s ideas on the new library. Mayor Hubbard stated the library is the lifeblood of the community and is much more than just books. She added that she is excited for what the future holds with building a new library. Councilmember Grau added that the library is a gathering space, and he is excited about helping and seeing the plans for the library. He noted that maker space and a 3D printer are two things he is excited to see, and now understands the importance of the library. Mr. Spencer noted that librarians are evolvers and are constantly looking at what they can do to help the public, and educators at heart. Mayor Hubbard added that one of the librarians goes up to the Lodge and helps with technology, which is an amazing resource for them. City Administrator Podhradsky noted that tomorrow, the County Board is taking action to appoint a representative to the design task force to kick off the process of getting an architect on board for the new library. Mayor Hubbard thanked Ms. Edstrom and Mr. Spencer for the presentation. Page 5 of 185 ## MINUTES-CHASKA CITY COUNCIL April 20, 2026 PAGE 4 ## DRAFT ## 6. Approve Previous Meeting Minutes ## 6.A. Approve the March 30, 2026, City Council Meeting Minutes Motion by Councilmember Hatfield, second by Councilmember Sheveland to approve the minutes of the March 30, 2026, City Council meeting. Motion carried. ## 7. CLOSED SESSION 7.A. Discussion of Initiation of Arbitration with Mueller Systems, LLC. This portion of the meeting will be closed pursuant to Minnesota Statute 13D.05 subdivision 3(b). Motion by Councilmember Grau, second by Councilmember Benesh, to recess the City Council meeting at 7:44 p.m. to a Closed Session of the City Council to receive legal advice regarding arbitration with Mueller Systems, LLC regarding the AMI contract. Motion carried. Motion by Councilmember Grau, second by Councilmember Hatfied to return to open session of the City Council at 8:20 p.m. Motion carried. ## 8. OPEN SESSION ## 9. Consent Agenda Motion by Councilmember Hatfield, second by Councilmember Sheveland to approve the ## Consent Agenda Items A through M: A. Resolution No. 2026-18 Adopting the 2025 Carver County Hazard Mitigation Plan Motion to adopt Resolution No. 2026-18 adopting the 2025 Carver County Hazard Mitigation Plan. ## B. Approve Low-Potency Hemp Retail Registrations Motion to approve low-potency hemp edible retail registrations for Nothing But Hemp, Schindler's Beverage Center DBA Chaser's, and Kwik Trip Inc., allowing them to sell low-potency hemp edible-related products. ## C. Approve Transient Accommodations License – Hazeltine National Golf Club Motion to approve the 2026-2027 transient accommodation license at a Level I effective May 1, 2026, through April 30, 2027, for Hazeltine National Golf Club. ## D. Approve Transient Accommodations License – Super 8 Motion to approve the 2026-2027 transient accommodation license at a Level II effective May 1, 2026, through April 30, 2027, for Prime Hotels Inc. DBA Super 8. ## E. Approve Transient Accommodations License – Townsquare Place Motion to approve the 2026-2027 transient accommodation license at a Level I for TownSquare Place, effective May 1, 2026, through April 30, 2027, for Chaska Lodging Management LLC DBA TownSquare Place. ## F. Approve Temporary Liquor License – Chaska Lions Club Motion to approve Temporary On-Sale Intoxicating License TW 26.03 for the Chaska Lions Club, that allows them to serve intoxicating beverages at Chaska City River Days, on July 24th – 26th, 2026. Page 6 of 185 ## MINUTES-CHASKA CITY COUNCIL April 20, 2026 PAGE 5 ## DRAFT G. Approve Tobacco License – Excelsior Vintage DBA River Bend Cellars & Spirits Motion to approve license to sell tobacco-related products for River Bend Cellars & Spirits, located at 3115 Chaska Blvd., Chaska. H. Approve On-Sale Liquor at a Community Event – Schram Haus Brewery Motion to approve On-Sale Intoxicating License at a Community Event, Lic# OSCF26.01, for Schram Haus Brewery, 8785 Airport Road, Waconia, MN, for Chaska Fire and Ice and Bonspiel Festival, effective July 10 th & July 11 th , 2026. I. Adopt Resolution No. 2026-28 approving the Annexation into Chaska of a portion of the Raser property currently in Dahlgren Township Motion to adopt Resolution No. 2026-28, approving the annexation of the Raser property into Chaska from Dahlgren Township. J. Adopt Resolution No. 2026-29 Approving the Final AUAR for Big Woods Business Park Motion to adopt Resolution 2026-29, approving the final Alternative Urban Areawide Review (AUAR) for Big Woods Business Park (PC #2025-20). K. Adopt Resolution No. 2026-31 Authorize Initiation of Arbitration with Mueller Systems, ## LLC Motion to adopt Resolution No. 2026-31 to authorize city staff and the City Attorney to initiate a demand for arbitration with Mueller Systems, LLC regarding Mueller’s breaches of contract. L. Adopt Resolution No. 2026-32 Authorizing use of Eminent Domain for Easements for CSAH 61 Trunk Sewer Extensions for serving Highpoint Vistas and Fultonwood ## Development Utilities Motion to adopt Resolution No. 2026-32 to authorize city staff to initiate eminent domain proceedings for the affected properties for the CSAH 61 sanitary sewer utility project. M. Addendum Chaska Community Center Meeting & Event Room Rental Agreement ## University of MN Recommendation for City Council Approval of the University of Minnesota’s request for rental space at the Community Center. Councilmember Hatfield asked about the transient license for TownSquare, and if there was any concern about going from a level three to a level one, and if things would spin back up again and be back where they started. City Administrator Podhradsky noted that the answer is yes, and there would be that concern with any of the City's facilities. The challenge is that it is the City's Ordinance, and there has to be an opportunity for people to correct things, but Staff will continually monitor things. Mayor Hubbard asked City Administrator Podhradsky to explain what level one gets, versus level two and three, and the parameters that have to be in place. City Administrator Podhradsky explained that level three is the top level as far as enough calls for service to that location to qualify. These calls for service are not related to medical issues, but for other reasons. The level three requires that the location is responsible for having security on duty, and staff available 24 hours a day. Councilmember Sheveland noted that level two parameters include 10 to 19 calls for service and one felony. City Administrator Podhradsky stated that it is due to not having security and Page 7 of 185 ## MINUTES-CHASKA CITY COUNCIL April 20, 2026 PAGE 6 ## DRAFT staff presence during all hours of operation. He added that level one means the location is not of concern and can continue operating as is. Councilmember Hatfield noted that the Council needs to keep a close eye on that and act quickly if needed. Mayor Hubbard shared that one of the transient accommodations is missing, and asked City Administrator Podhradsky to talk about Oak Ridge. City Administrator Podhradsky noted that Oak Ridge had a temporary occupancy permit and hotel license, and had specific milestones that the owner had to meet in the process, but no action has been taken to do so, and communication with the City has fallen off. He added that at the next meeting, he will be recommending that the Council pull Oak Ridge’s temporary permit and its hotel license until the owner can demonstrate that they can meet the City’s criteria. Mayor Hubbard added that it is good to get this information to ensure that the Council is in the know and on the same page. Councilmember Grau asked what the repercussions are for not securing the Oak Ridge facility because it is a nuisance to the police force and fire crews. City Administrator Podhradsky noted this has become a real issue, and he will be looking at the ability to charge the owner for the amount of calls for service and presence that is needed at that facility on a regular basis. He added that this is a difficult situation because if the building were dilapidated, it would be condemned, but that is not the case with Oak Ridge. Councilmember Grau noted that there is still a safety risk in that building as well as the environmental risk, and Oak Ridge is in a nice area, which causes concern for the residents who live nearby. He added that he is frustrated because individuals came to the Council a while ago and presented their plans, and stated that they were aware of the problems at the property. When questioned by the Council, the individuals said they were ensuring the building was properly secured, but that is clearly not true. Mayor Hubbard added that those individuals blatantly disregarded what was discussed at that meeting. Councilmember Sheveland added that she also questioned those individuals about the parking issues at their location, which were never resolved. Councilmember Grau stated that the presentation given to the Council was all for show. City Administrator Podhradsky stated that City Staff were told many things that have not come to fruition at the property, but the City does have leverage if it can start charging back some of the City’s services to the owner. City Attorney Christophe Morschen agreed that it is something that cities do explore when there are excessive calls for service for fire and police. Ultimately, if the problem becomes too great a threat to the safety of citizens, hazardous building actions could be taken. If it is open to trespass, statutes would be utilized to secure the building at the owner’s cost, and collection Page 8 of 185 ## MINUTES-CHASKA CITY COUNCIL April 20, 2026 PAGE 7 ## DRAFT mechanisms for that would be assessed against the building because collecting those costs from the owner would likely be challenging. City Administrator Podhradsky added that cancelling the temporary occupancy permit will send a message. Mayor Hubbard asked if the people who gave a presentation to the Council on the Oak Ridge concept plans are not the building owners. City Administrator Podhradsky confirmed that it is correct. Mayor Hubbard asked if a meeting with the building owner could be scheduled. City Administrator Podhradsky confirmed that he can get a meeting set up with the building owner. Mayor Hubbard stated that her concern is that even after the Council revokes the licenses, the message will not be heard by all parties involved. The message from the Council needs to be clear that they care about safety around that building and the condition that it is currently in. City Administrator Podhradsky reiterated that he would arrange a meeting with the building owner. ## 10. Action Items 10.A. Awarding of Contracts for Outlot C of the Chaska Municipal Services Building City Administrator Podhradsky introduced Assistant City Administrator Elise Durbin to present this item. Ms. Durbin presented the item to the Council. Motion by Councilmember Benesh, second by Councilmember Hatfield to approve the awarding of the contracts for Outlot C of the Chaska Municipal Services Building, and authorize the Mayor and City Administrator to execute the contracts. Motion carried. 11. Bills ## 11.A. Accounts Payable Claims Roster 04-20-2026 Motion by Councilmember Grau, second by Councilmember Sheveland to approve the bills as presented. Roll call was taken. Voting aye: Councilmembers Hatfield, Benesh, Sheveland, Grau, ## and Mayor Hubbard. Voting nay: None Motion carried. ## 12. Other Business ## Councilmember Grau: • Shared that he learns something new every year at the Strategic Planning meeting and makes connections with City Staff. He noted it is important that residents understand that Council does not just wing it and has to work through a process and make strategic plans. • Shared that Christmas in May is scheduled for May 2. He encouraged residents to come out for that event. • Encouraged residents to be careful while driving, as the weather gets nicer, there are more pedestrians on the roadways. Page 9 of 185 ## MINUTES-CHASKA CITY COUNCIL April 20, 2026 PAGE 8 ## DRAFT ## City Administrator Podhradsky: • Shared that there are four single-family homes and one mobile home that will participate in Christmas in May on May 2, with painting and landscaping being done. City Staff will take on additional small projects for two other property owners. ## Councilmember Sheveland: • Shared that she enjoyed the Strategic Planning meeting. ## Councilmember Benesh: • Shared that six years ago, his paramedic partner was a victim of suicide. May is Mental Health Awareness month, and he encouraged everybody to remember to check in on people, especially those who are not vocal enough. ## Councilmember Hatfield: • Shared that the Senior Expo (April 21) is at the Community Center at 9:00 a.m. • Shared that the City Council Retreat was incredible and showed how much has been achieved. • Shared that seeing the Police Department and Fire Department move into their new building was incredible to see, since it has been a long time coming. • Shared that the Fire Department is looking for more firefighters, and applications are available online. ## Sergeant Pesheck: • Shared that neighborhood speed trailer season is near, and residents can reach out to the Police Department to sign up for it and borrow it for their neighborhood. • Shared that the new Public Safety building is incredible and has spent 19 years in the same building, so moving out was emotional. He thanked the Council and noted the new Public Safety building shows how much the City and the Council care about public safety employees. ## Mayor Hubbard: • Thanked Sergeant Pesheck for being there and for his community input. She noted how important it is to get feedback and be valued by the Council. • Shared that the City Council Retreat was great. • Shared that seeing both the Fire Department and the Police Department move into their new facility and expand their operations has been amazing, especially as calls for service have almost doubled. • Shared that there are job postings up for Mental Health Specialists for the Police Department, which is a dream realized after conversations about the need for more enhanced services to be available to better help the community. • Shared that Christmas in May is on May 2 and kicks off at St. John's at 7:30 a.m. with breakfast offered. • Shared that there is a tree planting at McKnight Park at 8:00 a.m. this weekend with the Rotary and the Lions Club. Page 10 of 185 ## MINUTES-CHASKA CITY COUNCIL April 20, 2026 PAGE 9 ## DRAFT • Noted that there are no giant road construction projects inside Chaska, but will be impacted by the surrounding communities' construction right outside Chaska, with lane closures on Highway 5 and Highway 41. • Noted that there are significant upcoming dates: International Firefighters Day (May 4), National Police Week (May 10 through May 16), Peace Officers Memorial Day (May 15), Municipal Clerks Week (May 3 through May 9), Armed Forces Day (May 16), and National Military Appreciation Month through the whole month of May, and Memorial Day at the end of May. • Shared that the next Council meeting is on May 4. ## 12.A. City Administrator's Report 12.A.i. Bi-Weekly Report 04-20-2026 13. Adjourn Motion by Councilmember Sheveland, second by Councilmember Benesh to adjourn the meeting at 8:54 p.m. Motion carried. Page 11 of 185 ## Subject: Temporary Cannabis Permit – Higher Place LLC ## Prepared By: Denise Beebe, Senior Clerk ## Background: Boone Kneib, owner of Higher Place LLC, has applied for a Temporary Cannabis Event Permit for their event “The Weather is Here” to be held at 103 W 2 nd ## St. Chaska on June 13 th and 14 th . The event will take place on privately owned property under the control of the applicant. Per City Ordinance, a Temporary Cannabis Event Permit is required prior to holding any such event within city limits. ## Review: Staff has reviewed the submitted application materials and determined that the application is complete. The following items have been provided in accordance with City Code: ## • Completed Special Event Permit Application • Required application fee • Copy of the Office of Cannabis Management (OCM) event license application • Applicant and property owner information ## Ordinance Compliance: The proposed event must comply with all applicable provisions of the City Code, including but not limited to: • Event hours limited to 10:00 a.m. – 9:00 p.m. • Event must not take place in a public place or place of public accommodation unless properly licensed for on-site consumption • Prohibition on cannabis use that violates local clean indoor air regulations (including smoking, vaping, or aerosol use in restricted areas) The event is proposed to be held on private property, which meets location requirements outlined in the ordinance. ## CITY COUNCIL ACTION REQUESTED Motion to approve Temporary Cannabis Event Permit TCEP 26.01 for Higher Place LLC, that allows them to have their event at 103 W 2 nd St, on June 13 th & 14 th , 2026. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 5/4/2026 Page 12 of 185 ## Porta-PoƩy ## HPC (No Sales) 10’ x 10 canopy ## EaƟng Area 2 x 5’ Tables ## Live Music 10’x10’ canopy ## Covered Listening Area 10’ x 10’ canopy + 2 sidewalls ## Entrance ## Food Vendor Page 13 of 185 Page 1 ## Subject: Approve Low-Potency Hemp Retail Registration ## Prepared By: Denise Beebe, Senior Clerk ## BACKGROUND State law requires retailers selling low-potency hemp edible products to obtain a state- issued Low-Potency Hemp Retail License. In addition to the state license, they are required to register with the city and receive a local registration permit. ## SUMMARY The below-listed business has obtained a state-issued low-potency hemp retail license and has completed all local registration requirements. City Council approval is required to finalize registration and authorize operation within the City. • Target – 111 Pioneer Trail ## CITY COUNCIL ACTION REQUESTED Motion to approve low-potency hemp edible retail registration for Target allowing them to sell low-potency hemp edible related products. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 5/4/2026 Page 14 of 185 ## Subject: 2026 314 Walnut St N Roof Replacement ## Prepared By: Brian Jung, Public Works Director Specifications were prepared for 2026 314 Walnut St N Roof Replacement Bids were opened on April 23 rd 1:00PM. The results were as follows: • Hoffman Weber Construction $251,942.00 The low bid is below the budget amount. Hoffman Weber Construction is a reputable local firm that has done work for the City of Chaska in the past. Staff recommend awarding the bid for 2026 314 Walnut St N Roof Replacement to Hoffman Weber Construction. ## CITY COUNCIL ACTION REQUESTED Motion to approve Resolution 2026-33 awarding the bid for the 2026 314 Walnut St N Roof Replacement to Hoffman Weber Construction in the low bid amount of $251,942.00. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 5/4/2026 Page 15 of 185 ## CITY OF CHASKA ## CARVER COUNTY, MINNESOTA ## RESOLUTION ## DATE: ___ 5/4/2026 RESOLUTION NO. ____2026-33___ _ ## MOTION BY COUNCILMEMBER SECOND BY COUNCILMEMBER A Resolution Awarding the 2026 Bid for the 2026 314 Walnut St N Roof Replacement to Hoffman Weber Construction in the Low Bid Amount of $251,942.00 WHEREAS, on April 23rd, 2026 @ 1:00pm, bids were opened and tabulated for the 2026 314 ## Walnut St N Roof Replacement according to State Statute: and • Hoffman Weber Construction $251,942.00 NOW, THEREFORE, BE RESOLVED, that the City Council of the City of Chaska, Minnesota, does hereby award the bid for the 2026 314 Walnut St N Roof Replacement to the low responsible bidder, Hoffman Weber Construction, in the amount of $251,942.00. Passed and adopted by the City Council of the City of Chaska, Minnesota, this 4th day of May, 2026. _________________________________________ ## Taylor Hubbard, Mayor ## Attest ## Deputy City Clerk Page 16 of 185 ## City of Chaska ## Municipal Services ## 660 Victoria Drive ## Chaska, MN 55318 Phone # 952-448-4335 Fax # 952-448-7356 ## Proposal Contractor: Total Proposal: Email. Address: Telephone No. City, State, Zip: Fax No. ## CITY OF CHASKA ## 2026 314 Walnut Street North - Roof Replacement ## PROPOSAL FORM Project 26- April 2nd, 2026 All proposals shall be securely sealed and shall be endorsed on the envelope with the statement “PROPOSAL FOR 2026 314 Walnut St North - Roof Replacement” will be received by the City of Chaska on or before 1:00 o’clock p.m., local time, April 23rd. Proposal shall be addressed to: ## City of Chaska ## c/o Nick Hartwig ## 660 Victoria Drive ## Chaska, MN 55318-1962 The undersigned, being familiar with the specifications for the work listed, and being familiar with all factors, and other conditions affecting the work and cost thereof, hereby proposes to furnish all labor, tools, skills, equipment, and all else necessary to completely construct the Project in accordance with the Specifications, as follows: ## PART 1 GENERAL ## 1.01 SUMMARY A. The intent of this specification is to provide for the removal down to the deck for the entire roof, soffit, facia, and inlay gutter repair located at 314 Walnut St North, Chaska, MN 55318 B. Timing: No work to begin prior to July 1 st , 2026 C. Work hours: Monday through Friday 7:00AM to 7:00PM Saturday 9:00AM to 5:00PM No work on Sundays or Holidays D. Substantial completion on or before December 31 st , 2026 Page 17 of 185 ## 1.02 SCOPE OF WORK A. Remove existing clay tiles. B. Remove existing underlayment. C. Remove all vents and pipe boot penetrations from current roof. D. Remove and replace damaged plywood. E. All garbage material will be lowered using lift and disposed of by contractor F. Install new Ludowici clay tile (color determined by owner) G. Install all accessories specific to Ludowici clay tile roof (206 ridge, French end band, 102 hip roll, 152 hip starter, 405 terminal high bump) H. Install new Grace Select underlayment. I. Install Grace Ultra over EPDM that is wrapped up the roof line from the inlayed gutter J. Install new pipe boots and vents. K. Install Ludowici #8 2” and 2 ½ inch #305SS Bugle #2 L. Install new ridge venting, valley steel 24”, and all pipe jacks and vents M. Remove and replace loose or rotten soffit N. Remove and replace rotten purlins O. Remove and replace rotten framing in areas open to plain view P. Spot repairs of remaining soffit and facia to be done as needed Q. Match and replace soffit moldings and details as needed during repairs (City approval needed prior to installation) R. Prime all new materials S. Remove existing EPDM membrane in the inlaid gutter T. Install new substrate where needed after removal of EPDM U. Install new fully adhered 60mil EPDM in existing gutter framing V. Install new drip edge flashing on gutter exterior (color determined by City) ## PART 2 PRODUCTS ## 2.01 PRODUCTS A. Ludowici clay tile and accessories B. All necessary flashings ## C. All fasteners D. Grace Select underlayment. E. 60mil EPDM roof membrane F. All wood products required for soffit, facia, gutter repair ## G. New Pipe Boots and Vents ## H. Plywood ## PART 3 EXECUTION ## 3.01 PREPARATION A. Pre job meeting to determine time frame, staging, installation, clean up and restoration. B. Contractor to provide 40-yard dumpster. C. Contractor to provide lift. D. Contractor to get permit. ## 3.02 INSTALLATION A. Remove existing clay tiles down to plywood roof sheeting. Page 18 of 185 B. Remove existing underlayment. C. Remove all vents and pipe boot penetrations from current roof. D. Remove and replace damaged plywood. E. Lift will be used for loading the roof with materials and tools. F. All garbage material will be lowered using lift. G. Install Grace Select underlayment. H. Install new Ludowici clay tiles I. Install new pipe boots and vents. J. Perform soffit, facia, and gutter repair as described K. All products are to be installed to manufacturers specifications. L. Any unforeseen work that needs to completed will be addressed and approved by the city prior to work being done with time and material basis of $75.00 per man per hour plus materials. M. Parking spaces will need to be cleared during the entire project. N. Completed time is expected 7 to 10 days from start to finish. ## PART 4 TERMS OF PAYMENT ## 4.01 PAYMENT A. Payment of one hundred percent (100%) of the contract price, including all change orders, will be made by the city within 35 days after receipt of payment request, provided that such payment will not be deemed approval of the workmanship or materials. However, no payment shall be due while Seller is in default in respect of any of the provisions of this proposal. The City of Chaska MN is exempt from sales taxes. B. If Proposal is over $175,000, the City may have to cover payment of materials. PART 5 Contract Documents to be included in proposal. ## A. Proposal Form ## B. Contractor’s Performance Bond ## C. Certificate of Insurance ## D. State of Minnesota Responsible Contractor Certificate ## E. Affidavit of Ad ## Insurance The Contractor shall not commence work under this contract until all insurance required under the Contract Documents has been obtained and until copies of certificates thereof are submitted to the City; the Contractor shall not allow any subcontractor to commence work until the insurance required of each subcontractor has been obtained and copies of policies and certificates submitted to the City. During the term of this contract, the Contractor shall maintain such insurance as will protect the firm from claims as set forth below which may arise out of or from the Contractor's operations under the contract, whether such operations be by himself or by a subcontractor or sub-subcontractor or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be held liable. Page 19 of 185 (a) For claims arising under any Workmen's Compensation, Employer's Liability or any similar employee benefit. (b) For claims because of bodily injury, sickness, disease, or death of any person or persons other than his employees, and for claims because of damage to or destruction of property of others resulting there from, including loss of use thereof. Such insurance shall be written for amounts not less than the following as respects subparagraph (a) above: ## Workmen's Compensation ...................................................Statutory Employer's Liability ..................................$100,000 each occurrence and as respects subparagraph (b): ## Bodily Injury and Property ## Damage with a Combined Single ## Limit of Liability of $1,000,000 Each Occurrence of ## Bodily Injury General & Automobile ....................................$500,000 each person General & Automobile ...........................$1,000,000 each occurrence ## Property Damage General & Automobile ..............................$500,000 each occurrence General ..............................................................$500,000 aggregate The insurance referred to in subparagraph (b) above shall be written under the Comprehensive General and Comprehensive Automobile Liability policy forms, including coverage of all owned, hired, and non- owned automobiles. The Contractor may at his option, provide the limits of liability as set out above by a combination of the above-described policy forms and an Umbrella Excess Liability policy. All responsibility for payment of any sums resulting from any deductible provision, corridors, or self-insured retention conditions or the policy or policies shall remain with the Contractor. It is a condition of the contract that the policy or policies waive any and all governmental immunity as a defense in any action brought against the insured or any other party to the contract. Approval of the insurance by the owner shall not in any way relieve or decrease the liability of the Contractor hereunder, and it is expressly understood that the owner/engineer do not in any way represent that the above specified insurance or limits of liability are sufficient or adequate to protect the Contractor's interests or liabilities. Evidence of the above required insurance shall be furnished on a Certificate of Insurance form satisfactory to the owner. Copies of all certificates evidencing such insurance shall be filed with the owner. The certificates shall be executed by the insurer and shall expressly stipulate that the policies are non-cancelable prior to Page 20 of 185 expiration of the contract period, unless ten (10) days’ notice in writing to the owner shall be filed with the owner. Certificates for liability policies must show that the City and Engineer are the parties insured by the respective policies. Certificates of Insurance, including a separate Worker's Compensation and Employer's Liability form certifying that the above insurance is in force with companies acceptable to the City, along with a performance bond, shall be required as a part of the Contract Documents. ## Permits and Responsibility The Contractor shall, without additional expense to the City, obtain all licenses and permits required for the prosecution of work and shall be responsible for all damages to persons or property occurring as a result of his fault or negligence in connection with the prosecution of the work. The Contractor shall also be responsible for all materials delivered and work performed until completion and final acceptance except for any completed unit that previously may have been finally accepted. ## Indemnification The Contractor shall indemnify and hold harmless the City and Engineer and their agents and employees from and against all claims, damages, losses and expenses including attorney's fees arising out of or resulting from the performance of work, provided that any such claim, damage, loss of expense (a) 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 resulting therefrom and (b) is caused in whole or in part by any negligent act or omission of the Contractor, a subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable to the fullest extent permitted by law. In any and all claims against the City or the Engineer or any of their agents or employees by any employees of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under this Article shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor and subcontractor under Workmen's Compensation acts, disability benefit acts or other employee benefit acts. The obligations of the Contractor under this Article shall not extend to the liability of the Engineer, his agents or employees arising out of (a) the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs or specifications, or (b) the giving of or the failure to give directions or instructions by the Engineer, his agents or employees provided such giving or failure to give is the primary cause of injury or damage. ## Warranty Bond Prior to final payment and acceptance of work, the Contractor shall provide the City a warranty bond agreeing to maintain the stability of all work and materials done, furnished and installed under this contract for a period of one year after final acceptance. Page 21 of 185 ## PART 5 REQUIREMENTS 5.01 In submitting this Proposal, it is understood that the Owner retains the right to reject any and all Proposals and to waive irregularities and informalities therein and to award the Project to the best interest of the Owner. Prior to a contract being awarded a separate performance and payment bond in the full construction value of the submitted Proposal is to be required. A one-year warranty will be included for all associated project work. ## State of Minnesota Responsible Contractor Certificate In submitting this Proposal, it is understood that payment will be by cash or check. The city will not make final payment to the contractor until IC134 form for sub- contractor(s) is submitted. Respectfully submitted, ## Company Name:______________________________________ ## Signer:_______________________________________ ## Title:_________________________________________ ## Printed Name of Signer:_______________________________ ## Phone Number:______________________________________ ## Fax Number:________________________________________ Page 22 of 185 ## CONSTRUCTION AGREEMENT THIS AGREEMENT, made and signed this day of _________, 2026, by and between the City of Chaska, hereinafter called the "Owner", and __________________________, hereinafter called the "Contractor". THIS AGREEMENT WITNESSETH, that the Owner and the Contractor, for the consideration hereinafter stated, agree as follows: ARTICLE 1. The Contractor hereby covenants and agrees to perform and execute all the provisions of the plans and specifications as prepared by ____________ _____________________ of Chaska, Minnesota, and indicated below under ARTICLE 8, as provided by the Owner for: ## 2026 314 Walnut St North - Roof Replacement and to do everything required by this Agreement and the Contract Documents. ARTICLE 2. The Contractor agrees that the Work contemplated by this Contract shall be fully and satisfactorily completed on or before December 31, 2026.. ARTICLE 3. The Owner agrees to pay and the Contractor agrees to receive and accept payment in accordance with the prices bid for the unit or lump sum items as set forth in the conformed copy of Proposal Form hereto attached, which prices shall conform to those in the accepted Contractor's Proposal on file in the Office of the City Public Works. ## ARTICLE 4. Payment Procedures and Retainage 4.01 The Contractor shall submit Applications for Payment to the City. 4.02 The Owner shall make 95% progress payments on account of the Contract Price of the Work completed (with the balance being retainage) on the basis of Contractor’s Application for Payment during performance of the Work. Page 23 of 185 4.03 The Contractor agrees to make prompt payment to any Subcontractor according to Minnesota State Statute and shall hold the Owner harmless from any disputed amount not paid to the Subcontractor. The Owner will not make the final payment to the contractor until IC134 form(s) for sub-contractor(s) is submitted. 4.04 Upon final completion and acceptance of the Work the Owner agrees to pay the remainder of the Contract Price. ## ARTICLE 5. Contractor’s Representations 5.01 The Contractor agrees in being familiar with general and local conditions, having made the field inspections and investigations deemed necessary, having studied the Drawings and Specifications for the Work, and being familiar with all factors and other conditions affecting the Work and costs thereof. ## ARTICLE 6. Bonds and Insurance 6.01 Certificates of Insurance 1) The Contractor shall obtain and submit a certificate of insurance meeting requirements of the State of Minnesota, with a general liability minimum of $1,000,000, which shall include completed operations and product liability coverages and exclusion with respect to property under the care, custody and control of the Contractor. ## 6.02 Performance Bond 1) A separate performance and payment bond are required equaling the Contract Price as security for the faithful performance and payment of all of the Contractor’s obligations under the Contract. The Bond’s shall remain in effect until one year after the date when final payment becomes due or until completion of any correction work necessary, whichever is later. ## ARTICLE 7. Warranty 7.01 The Contractor guarantees to warranty all work and material associated within two years of final completion. The Contractor shall be held responsible for any defects which may occur and shall, upon property notice from the Owner, immediately repair or replace, without costs to the Owner, any such portion of the work as mentioned in the Agreement. Page 24 of 185 ## ARTICLE 8. Contract Documents 8.01 Contract Documents shall consist of the following component parts: ## 1) Construction Agreement 2) Plan and Specification prepared by ___________________ 3) Proposal Form dated ________________________ 4) Certificate of Insurance ## 5) Performance and Payment Bond ## 6) Responsible Contractor Verification Form 7) Affidavit of Ad THIS AGREEMENT, together with the documents hereinabove mentioned, form the Contract and all documents are as fully a part of the Contract as if attached hereto or herein repeated. IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their hands and seals as of the day and year first above written. ## City of Chaska Contractor _________________________________ _________________________________ ## Matt Podhradsky ## City Administrator Title: ____________________________ Page 25 of 185 ## STATE OF MINNESOTA - RESPONSIBLE CONTRACTOR CERTIFICATE Applies to all prime contracts in excess of $50,000 A responsible contractor is defined in Minnesota Statutes §16C.285, subdivision 3. Any prime contractor or subcontractor who does not meet the minimum criteria under Minnesota Statutes §16C.285, subdivision 3, or who fails to verify that it meets those criteria, is not a responsible contractor and is not eligible to be awarded a construction contract for the project or to perform work on the project. A false statement under oath verifying compliance with any of the minimum criteria shall render the prime contractor or subcontractor that makes the false statement ineligible to be awarded a construction contract for the project and may result in termination of a contract awarded to a prime contractor or subcontractor that makes a false statement. A prime contractor shall submit to the contracting authority upon request copies of the signed verifications of compliance from all subcontractors of any tier pursuant to subdivision 3, clause 7. By signing this statement, I, _ ________________________________________________(typed or printed name), _________________________________ ____(title) certify that I am an owner or officer of the company and do verify under oath that my company is in compliance with each of the minimum criteria listed in the law. _____________________________________________________________________ (name of the person, partnership or corporation submitting this proposal) _____________________________________________________________________ (business address) Signed: ____________________________________ __________________ (bidder or authorized representative) Date Page 26 of 185 ## Subject: Scheduling Public Improvement Hearing and Authorizing Construction Documents for the 2026 Street & Utility ## Reconstruction Project ## Prepared By: Matt Clark, City Engineer The feasibility report for this year’s downtown street and utility improvement project was presented to Council in late March. Since that time, staff have held neighborhood meetings with the properties being affected to discuss the project in more detail. At the meetings, the same presentation shared with Council was presented along with the proposed draft assessments. Separate from the neighborhood meetings, staff is coordinating times to meet with the various property owners to discuss easements for the channel portion of the project. This year’s streets selected include the blocks shown in red on the attached map. The planned improvements are consistent with past projects in the downtown area that include replacement of sanitary sewer, water main, utility services, storm sewer, concrete curb, street, sidewalk and boulevard restoration. The nature and scope of this work always proves disruptive and a challenge to staff in terms of managing that disruption at an acceptable level. Although Council is not taking action at this time, the draft assessments were presented at the neighborhood information meeting. The final assessment role will be presented later in early June for consideration at a future hearing. The action item this evening is for Council to schedule the improvement hearing and to authorize the preparation of construction documents to keep the project on schedule for this summer. ## CITY COUNCIL ACTION REQUESTED Motion to Approve Resolution No. 2026-34, Scheduling the Improvement Hearing to be held on May 18 th for the 2026 Street & Utility Reconstruction Project; directing the City Engineer to prepare the project plans and specification documents. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 5/4/2026 Page 27 of 185 ## CITY OF CHASKA ## CARVER COUNTY, MINNESOTA ## RESOLUTION ## DATE May 4, 2026 RESOLUTION NO. 2026-34 ## MOTION BY COUNCILMEMBER SECOND BY COUNCILMEMBER _ A Resolution Scheduling a Public Improvement Hearing and Authorizing Plans and ## Specifications for the 2026 Downtown Street Reconstruction Project WHEREAS, on December 15 th , 2026, the Chaska City Council directed the City Engineer to prepare a Feasibility Study for the 2026 Downtown Second Street Reconstruction Project; WHEREAS, on March 30 th , 2026, the Feasibility Study was accepted by the City Council , and WHEREAS, the Feasibility Study has determined the project is feasible in terms of construction and economics; NOW THEREFORE BE IT RESOLVED, that the Chaska City Council establishes Monday, May 18th, 2026, as the date for a Public Improvement Hearing on said Improvement Project to be held at 7:00 pm at the City Hall Council Chambers. The City Clerk is directed to mail and publish notices in accordance with provisions of Minnesota statutes, and; BE IT FURTHER RESOLVED, the City Council of the City of Chaska, Minnesota, that said improvements are found to be necessary, cost-effective, and feasible and hereby authorizes the City Engineer to prepare the project plans and specification documents Passed and adopted by the City Council of the City of Chaska, Minnesota, this 5th day of May, 2026. ## Taylor Hubbard, Mayor ## Attest: ## Chaska Deputy Clerk Page 28 of 185 ## Report For ## 2026 Downtown Reconstruction Project ## Elm Street & 3rd Street Prepared for: ## City of Chaska, Minnesota March 30, 2026 ## Stantec Project No. 193807606 Page 29 of 185 Stantec Consulting Services Inc. ## 733 Marquette Avenue Suite 1000 ## Minneapolis. Mn 55402-2309 ## Mar ch 30, 2026 ## Ho ## norable Mayor and City Council ## City of Chaska ## One City Hall Plaza ## Chaska, MN 55318 ## Re ## : 2026 Downtown Street Reconstruction ## City of Chaska ## Stantec Project No. 193807606 ## De ## ar Mayor and City Council: ## En closed please find our report on the 2026 Downtown Reconstruction Project that will involve ## Elm Street, 3 rd Street and drainage channel for your review and comments. This report discusses the feasibility and economic impact of reconstruction of the streets and public utilities in this downtown Chaska neighborhood area. ## We will be pleased to review this report with staff and council at any mutually convenient time. ## Re spectfully yours, ## Cit y of Chaska Stantec Consulting Services Inc. ## Ma tthew Clark, P.E. Nathan T. Drews, P.E. ## City Engineer Project Manager ## I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. _______ _________________________________ ## Nathan T. Drews ## Da te: March 30, 2026 License No.: 54837 Page 30 of 185 ## 2026 Downtown Street Reconstruction Project Page i City of Chaska 193807606 ## 202 6 DOWNTOWN RECONSTRUCTION PROJECT ## Table of Contents Introduction ........................................................................................................................................................ 1 Figure A1 – Downtown project areas by year ........................................................................................ 2 Figure A2 – Downtown Chaska Master Street Layout ............................................................................ 3 Project Elements................................................................................................................................................. 4 Street Section ..................................................................................................................................................... 5 Figure B1 – Overview - Existing conditions and Street Removals .......................................................... 7 Figure C1 – Overview - Tree Removal ...................................................................................................... 9 Proposed Street Section Layout Improvements ....................................................................................... 10 Figure D1 – Overview - Street Improvements ........................................................................................ 12 Figure D2 – 3 rd street – Street Improvements ......................................................................................... 13 Figure D3 – elm street – Street Improvements ....................................................................................... 14 Bridge Removal and Channel Improvements ............................................................................................. 15 Storm Sewer Improvements ............................................................................................................................ 17 Figure E-1 - Overview - Storm Sewer Improvements ............................................................................. 18 Water Main and Sanitary Sewer Improvements .......................................................................................... 19 Figure F-1 – Overview - Sanitary Sewer, Water Main Improvements .................................................. 20 Water and Sanitary Sewer Services ............................................................................................................... 21 Sump Line Installation ...................................................................................................................................... 22 Construction Phasing ...................................................................................................................................... 23 Project Schedule .............................................................................................................................................. 24 Project Costs ..................................................................................................................................................... 25 Figure g-1 – Overview – construction options ....................................................................................... 27 Recommendations and Conclusions ............................................................................................................ 29 ## Appendix A – 2026 Reconstruction Project – Project Costs ## Appendix B – Typical Sections of Streets Page 31 of 185 ## 2026 Downtown Reconstruction Project Page 1 City of Chaska 193807606 ## 2026 DOWNTOWN CHASKA RECONSTRUCTION PROJECT ## Introduction The City Council of Chaska has chosen to investigate the feasibility of reconstructing streets located in the northwest area of downtown. Further the report includes removal of the concrete bridge located along 3 rd street and the removal of the former drainage diversion channel extending between 4 th Street and Hickory. Figure A-1illustrates how the reconstruction program has progressed to date along with what streets in the program remain to be constructed. Figure A-2 shows the proposed streets to be improved as part of the 2026 Downtown Reconstruction Project. The streets that are being evaluated in the report include the block of Elm Street between 3 rd Street and 4 th Street, 3 rd Street between Hickory Street and Elm Street, and the bridge and drainage channel between 4 th Street and Hickory Street. All streets selected have been identified in the City’s Street Reconstruction Program and Chaska’s comprehensive pavement management program. From that process the streets in downtown Chaska have been reconstructed in a multiyear reconstruction program. This will be the 14 th year of program that will have reconstructed over 5 miles of streets in the downtown area. The 2026 reconstruction project continues the order of street selection for reconstruction in downtown. Street Reconstruction projects follow the natural drainage patterns currently established for storm water and sanitary sewer in downtown. This year’s reconstruction project continues to build upon previous years’ street and utility improvements projects. This report will focus on reconstructing Elm and Third streets to a local street 7-ton road design standard. In addition to street improvements, the report will discuss proposed removal of the Third Street Bridge, Hickory Street Bridge, removing the channel, water main and water service improvements, and sanitary sewer and sanitary service improvements. With the completion of the Corps of Engineers Flood Control project, the existing “West Creek” (or drainage channel) received much less drainage and therefore replacing the open channel with an underground pipe is being explored. A section of the report further identifies and evaluates the options and feasibility of eliminating segments of the channel along with the 3 rd Street bridge. Page 32 of 185 ## Co.Rd.61 ## ST ## ST ## ST ## ST ## ST ## ST ## CREEK RIDGE DR ## FOURTH ## THIRD ## PINE ## SECOND ## HICKORY ## LOCUST ST ## SPRUCE ## FIRST ## ST ## ST ## WALNUT ## FIFTH ## ST ## MAPLE ## ASH ## SEVENTH ## STOUGHTON ## BEECH ## BOLDT ST. ## SIXTH ST ## WILLOW ## YELLOW ## ST ## CASCADE ## DR. ## CASCADE ## PLACE ## WALNUT ## STREET ## TUPELO ## WAY ## SEVENTH ## CHASKA BOULEVARD ## CHASKA BOULEVARD ## ST ## WEST THIRD ST ## ELM ## ST ## CEDAR ## ST ## ST ## ST ## SIXTH ST ## Co.Rd.61 ## ST ## FOURTH ## ST ## THIRD ## OAK ## OAK ## FIFTH 2011 2012 2013 2014 2015 2016 ## DATE: ## PROJ. NO.: Plot Date: 03/20/2026 - 11:57amDrawing name: \\US0291-PPFSS01\shared_projects\193807390\CAD\Dwg\2026 MasterPlan\Reconstruction-2026Eval.dwg Xrefs:, 193800229XSNO-Master Street Lyt, 193804572 - XSPL, 193800229XSPL ## DOWNTOWN PROJECT AREAS BY YEAR ## CITY OF CHASKA ## 2026 DOWNTOWN RECONSTRUCTION 11/11/2025193807606 ## FIGURE A-1 ## Already Completed ## 2005 MCES Project ## State Highway ## Future Projects 2017 2018 2019 2020 ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com 2021 2022 2026 2027 ## N Page 33 of 185 719.90 90951 ## FLAG ## FLAG ## FLAG ## FLAG ## FLAG ## FLAG ## FLAG ## FLAG ## P ## P ## U/C ## U/C ## U/C ## U/C ## U/C 734.77 ## FLAG ## FLAGFLAG ## FLAG ## FLAG 45' 45' ## 12' SHOULDER ## 12' SHOULDER 12'12'12'14' 12'12'12'14' 11' 11' 11' 11' 313 503 ## 313G ## SB-9 ## ERNST ## HOUSE ## PORCH ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P ## P 14.2' ## STREET LIGHTS ## STREET LIGHTS 9' 24' 18' 18' ## CHESTNUT ## (HWY 41) ## CHESTNUT ## (HWY 41) ## BEECH ## TH41 / CHESTNUT ST Co.Rd.61 / CHASKA BLVD. ## ST ## ST ## ST ## ST ## ST ## ST ## FOURTH ## THIRD ## PINE ## SECOND ## HICKORY ## SPRUCE ## FIRST ## ST ## ST ## WALNUT ## FIFTH ## ST ## MAPLE ## ASH ## SEVENTH ST. ## STOUGHTON ## BEECH ## BOLDT ST. ## SIXTH ST ## WILLOW ## ST ## CHASKA BLVD. ## ST ## WEST THIRD ST ## ELM ## ST ## CEDAR ## ST ## ST ## ST ## FIFTH ## SIXTH ST ## Co.Rd.61 ## ST ## FOURTH ## ST ## THIRD ## OAK ## ST ## MAPLE ## SIXTH ST ## FIFTH ST 27 23 115 28 22 29 15 21 30 14 1 20 31 13 19 12 1 2 105 113 401 101 606 407 401 408 313 407 3 412 561 112 417 102 415 424 508 112 503 414 511 415 416 3350 116 418 460 2 1 571 307 604 418 400 407 421 422 411 115 300 413 581 415 501 214 205 221 315 416 570 507 222 507 210 591 602 206 321 603 512 601 423 507 102 515 407 420 510 102 500 422 522 516 505 3330 500 3250 404 520 515 3260 510 507 500 408 503 513 306306 308308 616 511 419 401 515 611 421 3310 519 523 516 510 320 600 511 405 501 501 423 407 3270 403 601 503 401 500 3235 409 621 3115 500 319 321 323 631 612 610 509 620 3110 402 519 515 301 523 706 611 619 615 516 621 519 650 303 520 517 523 522 307 411 640 505 3050 618 616 3050 614 620 3050 634 528 3050 701 505 599 530 525 531 537 600 543 601 798 619 615 611 623 745 627 747 602 749 609 606 751 615 608 753 604 620 616 612 608 602 621 612 755 700 615 605 609 701 703 ## 422G ## 309G ## 323G ## 322G ## 207G ## GARAGE ## GARAGE ## GARAGE 323 207 215 322 216 220 401 323 309 ## GARAGE 318 ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 208 206 418 120 ## GARAGE ## GARAGE ## GARAGE ## GARAGE ## GARAGE 205 201 125 119 ## GARAGE 112 103 600 599 ## GARAGE ## GARAGE 520 516 512 ## GARAGE 115 112 110 506 103 521 519 515 513 507 ## GARAGE ## GARAGE ## GARAGE 501 ## GARAGE ## GARAGE 115 111 112 108 115 ## GARAGE ## GARAGE 422 416 105 423 415 411 ## GARAGE ## GARAGE 403 110 118 122 113 107 ## GARAGE ## GARAGE ## GARAGE 308 322 321 317 307 101 301 108 110 116 120 117 115 109 221 209 205 201 106 102 100 105 101 205 208 210 ## GARAGE 113 112 212 105 107 106 309 100 302 308 ## GARAGE ## GARAGE 316 105 111 108 ## GARAGE ## GARAGE ## GARAGE 100 400 404 408 412 409 416 420 116 112 108 104 109 111 115 422 122 ## 122G 512 209 507 202 423 411 322 215 107 114 109 116 121 500 101 11 10 108 116 120 124 128 ## GARAGE ## GARAGE ## GARAGE ## GARAGE ## GARAGE ## GARAGE 119 115 111 107 504 508 512 518 206 204 212 216 222 221 219 217 207 323 120 408 420 407 116 113 115 316 120 116 112 110 115 117 125 214214 200 116 110 315 202 206 210 216 220 221 217 211 207 203 202 206 212 217 123 202 1/2 110 120 115 201 207 215 217 208 201 207 211 217 123 218 214 212 208 107 115 117 301 309 300 209 211 217 221 316 320 208 212 216 201 205 209 416 315 321 111 119 112 114 116 110 100 200 109 107 113115117 109 107105 103 1/2 103 101 113 117 119 121 123 114 112 110 106 104 207 302 221 301 315 403 407 501 509 511 523 223 510 508 500 416 416 1/2 217 215 209 207 220 216 108 114 122 218 319 307 306 215 220 408 217 215 211 306 310 314 322 311 309 315 317 321 320 308 ## 302G 314 ## 314G ## 321G ## 317G ## 315G ## 215G ## 221G ## 301G ## 315G ## 319G ## 407G ## 311G ## 322G 506 508 ## 510G ## 506G ## 314G ## 310G 517 317 309 305 ## 523G ## 309G 317 ## SHED ## 317G ## 517G ## 508G ## 500G ## 217G ## 215G ## 507G ## 202G ## 423G ## 207G ## 209G ## 217G ## 222G ## 216G 216 ## SHED ## 206G ## 204G ## 120G ## 323G ## 207G ## 217G ## 219G ## 221G ## 220G ## 216G ## 210G ## 206G ## 202G ## 125G ## 214G ## 221G ## 207G ## 203G ## 202G ## 206G ## 212G ## 123G 303 ## 303G 215 ## 205G ## 201G ## 316G ## 208G ## 212G ## 220G ## 209G ## 215G ## 219G 316 ## 316G ## 308G ## 316G 307 311 315 ## 315G ## 311G ## 307G 316 312 ## 312G 312 ## SHED 308 ## 308G 222 ## 222G ## 217G ## 211G ## 209G ## 300G ## 221G 218 218 ## SHED 218 ## SHED 317 ## 317G 311 ## 311G 307 ## 307G 200 223 ## 223G ## 217G 300 301 311 ## 301G ## 309G 105 115 222 218 214 212 210 208 206 102 123 111 107 103 ## Walnut 107 ## Walnut 101 102 106 108 111 107 103 115 111 207 211 ## Chaska ## RECONSTRUCTED STREETS ## FUTURE STREET RECONSTRUCTION ## 2026 DOWNTOWN RECONSTRUCTION ## Date:PROJ. NO.: Plot Date: 02/23/2026 - 3:12pmDrawing name: C:\Users\khemani\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Feasibility\2026 MasterPlan\193800229XSNO-Master Street Lyt.dwg Xrefs:, 193800229TOPO, 92address_numbers, 193800229XSPL ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## DOWNTOWN CHASKA MASTER STREET LAYOUT ## CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 01/14/2026193807606 ## FIGURE A-2 ## N Page 34 of 185 ## 2026 Downtown Reconstruction Project Page 4 City of Chaska 193807606 ## 2026 DOWNTOWN RECONSTRUCTION PROJECT ## Project Elements As part of the reconstruction of the 2026 Downtown Reconstruction Project streets, there are some key project elements that need to be addressed. The following items will be reviewed and addressed in this report. ##  Street Section/Layout ##  Bridge Removal and Channel Abandonment ##  Storm Sewer Improvements ##  Water Main and Sanitary Sewer Improvements ##  Water and Sanitary Sewer Service Improvements ##  Sump Line Installation Page 35 of 185 ## 2026 Downtown Reconstruction Project Page 5 City of Chaska 193807606 ## 202 6 DOWNTOWN RECONSTRUCTION PROJECT ## Street Section This section of the report will focus on upgrading the roadways from their existing condition to Chaska's 7-ton street design section. The existing conditions and proposed improvements are discussed in the following pages. ## EXISTING STREET AND UTILITY CONDITIONS Figure-B- 1 shows the existing conditions of the project streets and utilities for this year’s project. The two blocks of streets range from 50 to 38 feet in pavement width. Parallel street parking exists in the project area. Behind the curb on both sides of the roadway are a variety of landscaping items, including but not limited to trees, decorative landscaping, and carriage walks. Private driveways vary in both condition and construction material used (concrete, asphalt). No major street improvement projects have occurred on streets the project encompasses. According to City Staff, the most significant street maintenance has included periodic seal coating along with leveling/patching the existing bituminous as needed. With no major improvements having occurred, the roadway is beyond its design life. This is evident in the amount and degree of fatigue and transverse cracking in the bituminous surface. Street improvements from the 2011 and 2014 projects have stubbed into Third and Elm Streets, however the mid-block areas are well beyond their design life. The existing street profiles are very inconsistent and contain locations where water does not drain. In these existing streets contain many locations that have very flat street grades as well as limited curb along the corridor. The flat grades and lack of curb have created locations where water does not drain very well and pools along existing driveways and pavement edges. The slow moving and standing water were attributed to the deterioration of the roadway and buildup of sediment along the roadway. The stormwater drainage pools in the existing roadway and along pavement edges can be remedied with the construction of a consistent roadway profile and new curb and gutter to direct and convey storm water runoff. Records do not indicate what type of street section was to be originally constructed for Elm or Third Streets. Soil borings will be taken as a part of the project to verify the existing road section. It is anticipated that the soft aggregates used to construct the roads originally have broken down over time due to the repeated freeze-thaw cycles over the past 50 years. The gravel and the clay layer below are likely to have begun mixing to become one. The likely lack of a base section, minimal pavement drainage, and the overall age are likely the primary contributors to the street deterioration. Page 36 of 185 ## 2026 Downtown Reconstruction Project Page 6 City of Chaska 193807606 The existing boulevards contain sidewalk on both sides of the Third street, but not along Elm Street. The intersections at Hickory and Third Street; Third and Elm Street; and Elm and Fourth Street have all been reconstructed as part of previous street improvement projects discussed above. However, pedestrian ramp access at Hickory and Third Street; and Elm and Fourth Street intersections do not meet current ADA standards. The sidewalk in many areas is uneven and cracked. This poses a safety hazard for pedestrians as well as a maintenance problem for residents as they shovel. Distressed pavement and poor drainage ## No Curb and Gutter ## Non-compliant Pedestrian Ramps Page 37 of 185 ## 309G ## 323G 309 318 ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 208 206 418 120 205 201 500 504 508 216 205 209 416 ## 303G 215 ## 205G ## 201G ## 209G ## 215G ## 219G 316 ## 316G ## 308G ## 316G 311 315 ## 315G ## 311G ## THIRD STREET W ## FOURTH STREET W ## HICKORY STREET > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## SS ## SS ## SS ## SS ## CO ## TR ## TR ## TR ## SS ## CO ## CO ## CO ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## S ## S ## S ## S ## S ## S ## 309G ## 323G 309 318 ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 208 206 418 120 205 201 500 504 508 216 205 209 416 ## 303G 215 ## 205G ## 201G ## 209G ## 215G ## 219G 316 ## 316G ## 308G ## 316G 311 315 ## 315G ## 311G ## ROCK ## CTV ## C ## CTV ## CTV ## G ## TRAN ## E ## E ## E ## Y ## Date:PROJ. NO.: Plot Date: 02/27/2026 - 2:50pmDrawing name: C:\Users\ndrews\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Feasibility\Figures\193807606-Removals.dwgXrefs:, 193800229XSPL, 193800229TOPO, 92CURB_GUTTER, 92STRM, 92SSWR, 92WATR, 92address_numbers, 193802530_TOPO, 193802530XSXT-WEST, TOPOGRAPHY-2017, 193807606-XSXT, 193807606-XSXU, 193807606-XSNO, 193807606-XSSS, 193807606-XSST, 193807606_XSXV-TEMP-DJR, 193807606_XSXZ-TEMP-DJR ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## THIRD & ELM STREET EXISTING UTILITIES AND STREET REMOVAL ## CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION PROJECT 3/11/2026 193807606 ## B-1FIGURE ## N ## THIRD ST. ## HICKORY ST. ## ELM ST. ## FOURTH ST. 37' 50' 38' 38' Page 38 of 185 ## 2026 Downtown Reconstruction Project Page 8 City of Chaska 193807606 An evaluation of the trees will be performed. Figures C-1 illustrates the trees that will be impacted in some form by construction as well as those that may remain. Following approval of the design, City Staff will be working with residents and individually to identify the impacts of construction. Based on the final design and tree impacts, residents will be provided options for their boulevard and tree replacements. Trees to be removed with the channel improvements are identified on figure C-1 and accounted for in the Engineer’s Estimate. Additional trees to be removed will be determined during the evaluation, design and construction. Trees impacted by utility services Diseased trees Page 39 of 185 ## 309G ## 323G 309 318 ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 208 206 418 120 205 201 500 504 508 216 205 209 416 ## 303G 215 ## 205G ## 201G ## 209G ## 215G ## 219G 316 ## 316G ## 308G ## 316G 311 315 ## 315G ## 311G ## THIRD STREET W ## FOURTH STREET W ## CEDAR ST ## HICKORY STREET ## S ## S ## S ## S ## S ## S l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## 309G ## 323G 309 318 ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 208 206 418 120 205 201 500 504 508 216 205 209 416 ## 303G 215 ## 205G ## 201G ## 209G ## 215G ## 219G 316 ## 316G ## 308G ## 316G 311 315 ## 315G ## 311G ## C ## G ## Y ## Date:PROJ. NO.: Plot Date: 02/27/2026 - 3:20pmDrawing name: C:\Users\ndrews\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Feasibility\Figures\193807606-Removals.dwgXrefs:, 193800229XSPL, 193800229TOPO, 92CURB_GUTTER, 92STRM, 92SSWR, 92WATR, 92address_numbers, 193802530_TOPO, 193802530XSXT-WEST, TOPOGRAPHY-2017, 193807606-XSXT, 193807606-XSXU, 193807606-XSNO, 193807606-XSSS, 193807606-XSST, 193807606_XSXV-TEMP-DJR, 193807606_XSXZ-TEMP-DJR ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## THIRD & ELM TREE REMOVALS ## CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION PROJECT 3/11/2026 193807606 ## C-1FIGURE ## N ## THIRD ST. ## ELM ST. ## FOURTH ST. ## LEGEND ## NEW SIDEWALK LOCATION ## TREE REMOVAL ## SIDEWALK / GRADING TREE ## REMOVAL TO BE REVIEWED ## IN FIELD ## SERVICE TREE REMOVAL ## STRUCTURAL / DISEASED ## TREE REMOVAL ## EXISTING TREES TO REMAIN Page 40 of 185 ## 2026 Downtown Reconstruction Project Page 10 City of Chaska 193807606 ## PROPOSED STREET SECTION LAYOUT IMPROVEMENTS The following figures D-1 through D-3 show overall layouts of the proposed street improvements for the streets within the 2026 reconstruction area. Figure 1B, located in Appendix B at the end of the report shows each planned street improvement in more detail. In general, th ere are two different street sections being proposed in 2026 to adjust to the varying right of way conditions and geographical features that surround project boundaries. The proposed street section has been designed to fit within the existing right of way. As a result, no additional right of way is anticipated for the street section of this project. Along Third Street, between Hickory Street and Elm Street, it is proposed to continue a 38-foot -wide roadway with an 11-foot drive lane in each direction with 8-foot parallel parking lanes. Along both the north and south side of the roadway, in this area 5-foot sidewalks are proposed to be installed between the new proposed curb and Right of Way, providing space for boulevard trees to be planted. Along Elm Street, from Third to Fourth Street, it is proposed to continue a 3 8-foot -wide roadway with an 11-foot drive lane in each direction with 8-foot parallel parking lanes. Along both the east and west side of the roadway in this area 5-foot sidewalks are proposed to be installed between the new proposed curb and Right of Way, providing space for boulevard trees to be planted. In general, the existing streets are being narrowed to a consistent width rather than a varied width between 38 feet to 50 feet. The intent of the consistent width of 38 feet is to create a corridor that matches the City’s standards for residential streets that still allows for street parking. The proposed roadway location was designed to create as much new green space for residents as possible while still providing room for sidewalks and pedestrian access. Keeping the street width consistent will also help make matching into existing driveways and yards much more manageable, and at the same time will decrease project costs by using less street construction materials. The City’s standard 7-ton street section is proposed for streets. The resulting section would contain 24 inches of select granular borrow (sand), 8 inches of compacted class 5 aggregate base, and 3-1/2 inches of bituminous surfacing. All new street sections will also include a geotextile fabric. The fabric will help keep the underlying subgrade separated from the new sand section. The fabric, along with 2 feet of sand, will help stabilize the sub grade material and help to convey drainage under the road making it less susceptible to frost heaving. Concrete curb is proposed for the edges of the streets. It will be barrier type, 6-inches tall, with the back dropped down at driveway locations. The curb will be type B612 modified park board, which contains an integral 12-inch -wide concrete gutter. This type of curb has a wider top section of 12 inches in lieu of a 6-inch wide top in standard curb. This type of curb has become the standard for the downtown district. Third Street currently has concrete sidewalks which will be replaced with 5-foot -wide concrete sidewalks. The location of the new sidewalks shown on figure D-3 are planned to provide pedestrian connectivity from this neighborhood and general area of downtown where possible while minimizing impacts to properties where sidewalk do not exist today. At the upcoming neighborhood meetings, staff propose discussing the final location of the new sidewalk along with the few boulevard trees that need to be removed and replaced due to utility conflicts, age, structural deficiencies and species issues. Regardless of the sidewalk placement, project costs will not be impacted. Page 41 of 185 ## 2026 Downtown Reconstruction Project Page 11 City of Chaska 193807606 Subsurface drainpipes, referred to as drain tile, will be bedded in rock and placed in the sand layer along the edges of the road throughout the length of the project. Each drain tile pipe will be connected to the storm sewer system at a manhole or catch basin structure. The draintile promotes improved subsurface drainage of the street bed and lowers the risk of frost movement. By helping to minimize road movement due to frost, the addition of the draintile and sand section should significantly reduce the likelihood and amount of fatigue and transverse cracking that exists in the roads today. Consequently, this will extend the life of the proposed road section and help to minimize maintenance costs over the life of the road. Page 42 of 185 ## 309G ## 323G 309 318 ## 319G 319 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 ## GARAGE ## GARAGE ## GARAGE 303 225 221 415 222 208 206 418 205 500 504 508 216 201 205 209 416 ## 303G 215 ## 205G ## 201G ## 209G ## 215G ## 219G 316 ## 316G ## 308G ## 316G 307 311 315 ## 315G ## 311G ## 307G ## 11' DRIVE LANE ## 11' DRIVE LANE ## 8' PARALLEL PARKING ## 5' CONCRETE WALK ## 8' PARALLEL PARKING ## 5' CONCRETE WALK ## 11' DRIVE LANE ## 11' DRIVE LANE ## 8' PARALLEL PARKING ## 5' CONCRETE WALK ## 8' PARALLEL PARKING ## 5' CONCRETE WALK ## THIRD STREET W ## FOURTH STREET W ## CEDAR ST ## HICKORY STREET ## SS ## SS ## SS ## CO ## CO ## TR ## TR ## SS ## CO ## CO ## CO ## SS ## SS ## SS ## SS ## SS ## SS ## S ## CO ## S ## S ## S ## S ## Date:PROJ. NO.: Plot Date: 03/12/2026 - 12:32pmDrawing name: C:\Users\ndrews\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Feasibility\193807606-XSNO.dwgXrefs:, 193800229XSPL, 193800229TOPO, 92CURB_GUTTER, 92address_numbers, 193802530_TOPO, 193802530XSXT-WEST, TOPOGRAPHY-2017, 193807606-XSXT, 193807606-XSSS, 193807606-XSST, 193807606-XSXU ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## THIRD & ELM STREET IMPROVEMENTS ## CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION PROJECT 3/11/2026193807606 ## D-1FIGURE ## N ## WEST THIRD ST. ## HICKORY ST. ## ELM ST. ## FOURTH ST. 40.0' 38.0' 80.0' 80.0' ## CENTERLINE OF ROAD 1' ## OFFSET SOUTH FROM ## CENTER OF ROW Page 43 of 185 ## 319G 319 316 310 308 ## 400G ## 412G 400 316 ## 308G ## 316G ## 11' DRIVE LANE ## 11' DRIVE LANE ## 8' PARALLEL PARKING ## 5' CONCRETE WALK ## 8' PARALLEL PARKING ## 5' CONCRETE WALK ## THIRD STREET W ## FOURTH STREET W ## SS ## SS ## CO ## SS ## SS ## N ## THIRD ST. ## ELM ST. ## DATEPROJ. NO. Plot Date: 03/12/2026 - 12:34pmDrawing name: C:\Users\ndrews\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Feasibility\193807606-XSNO.dwg Xrefs:, 193800229XSPL, 193800229TOPO, 92CURB_GUTTER, 92address_numbers, 193802530_TOPO, 193802530XSXT-WEST, TOPOGRAPHY-2017, 193807606-XSXT, 193807606-XSSS, 193807606-XSST, 193807606-XSXU ## ELM ST. STREET IMPROVEMENT ## CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION PROJECT 3/11/2026 ## FIGURE: D-2 193807606 ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## FOURTH ST. 8.4' 6.5' 7.3' 7.7' 39.1' 40.9' Page 44 of 185 ## 400G 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 ## GARAGE 415 222 ## 219G ## 11' DRIVE LANE11' DRIVE LANE ## 8' PARALLEL PARKING ## 5' CONCRETE WALK ## 8' PARALLEL PARKING ## 5' CONCRETE WALK ## 8' PARALLEL PARKING ## 5' CONCRETE WALK ## SS ## SS ## N ## HICKORY ST. ## ELM ST. 41.1'38.9' ## DATE ## PROJ. NO. Plot Date: 03/12/2026 - 12:37pmDrawing name: C:\Users\ndrews\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Feasibility\193807606-XSNO.dwg Xrefs:, 193800229XSPL, 193800229TOPO, 92CURB_GUTTER, 92address_numbers, 193802530_TOPO, 193802530XSXT-WEST, TOPOGRAPHY-2017, 193807606-XSXT, 193807606-XSSS, 193807606-XSST, 193807606-XSXU ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## THIRD STREET IMPROVEMENT ## CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION PROJECT 3/11/2026 ## FIGURE: D-3 193807606 ## CENTERLINE OF ROAD 1' OFFSET ## SOUTH FROM CENTER OF ROW Page 45 of 185 ## 2026 Downtown Reconstruction Project Page 15 City of Chaska 193807606 ## 2026 DOWNTOWN RECONSTRUCTION PROJECT ## Bridge Removal and Channel Improvements As part of the 2026 Downtown Reconstruction Project, the City evaluated the feasibility of retaining or removing existing bridge structures and the former West Creek drainage channel located between Fourth Street and Hickory Street. This evaluation considered the historical function of the drainage system, the age and condition of existing bridge infrastructure, construction feasibility, long -term maintenance obligations, funding eligibility, and overall lifecycle costs. The Third Street Bridge, originally constructed in 1939, and the Hickory Street Bridge, constructed in 1981, span a drainage corridor that historically conveyed significant stormwater flows through downtown Chaska. Prior to construction of the U.S. Army Corps of Engineers flood control diversion channel, West Creek served as a primary conveyance for large upstream drainage areas. With completion of the diversion project, the tributary area contributing to the channel within the project limits has been significantly reduced, and the remaining drainage area is estimated to be approximately 30 acres. Due to this reduction in flow, the open channel and bridge crossings are no longer required to convey major stormwater volumes and can be replaced with underground storm sewer infrastructure. To evaluate feasibility and long-term implications, four alternatives were developed. These options range from leaving both bridges and the channel in place to full removal of both bridges and abandonment of the channel. Each option is technically feasible and may be implemented independently; however, the alternatives differ substantially in construction approach, long-term maintenance responsibilities, and lifecycle cost. Option 1 retains both the Third Street Bridge (1939) and the Hickory Street Bridge (1981), as well as the open channel. Under this option, street and utility reconstruction would proceed around the existing bridge structures. Installation of water main and sanitary sewer beneath the Third Street Bridge would require trenchless construction methods, which are more complex and less cost -effective than open-cut installation. This option maintains the City’s responsibility for ongoing inspection, maintenance, and eventual rehabilitation or replacement of both bridges, including a structure that is well beyond its typical service life. The open channel would also remain, along with associated maintenance challenges related to vegetation management, sediment accumulation, limited access, and safety concerns for adjacent properties. While this option has the lowest level of infrastructure modification, it does not address aging bridge infrastructure or long-term maintenance inefficiencies. Option 2 proposes the removal of the Third Street Bridge, originally constructed in 1939, while preserving both the Hickory Street Bridge and the open channel. Upon removal of the Third Street Bridge, stormwater would be routed beneath Third Street through a culvert crossing to ensure continuous flow toward Hickory Street. Eliminating the Third Street Bridge enhances constructability by facilitating utility installation via open-cut methods and removes future costs related to inspection, maintenance, and rehabilitation of that structure. Nevertheless, both the Hickory Street Bridge and the open channel would remain in place, thereby maintaining long-term maintenance requirements and ongoing safety considerations. Additionally, the bridge removal could be executed within the existing right of way, so no additional easements would be necessary for this option. Page 46 of 185 ## 2026 Downtown Reconstruction Project Page 16 City of Chaska 193807606 Option 3 proposes removing the Third Street Bridge and closing the open channel between Fourth and Hickory Streets but keeping the Hickory Street Bridge. Stormwater would be routed through a new underground sewer from Fourth Street to just east of Hickory Street Bridge, where it would be discharged beneath it. Removing the open channel enhances public safety and reduces maintenance associated with vegetation and sediment. Compared to Options 1 and 2, this option lowers long-term maintenance by eliminating both the channel and the oldest bridge, while still preserving the Hickory Street Bridge. Some permanent and temporary easements along the existing channel will be needed for this work. Option 4 entails the removal of both the Third Street Bridge (1939) and the Hickory Street Bridge (1981), as well as the complete abandonment of the open channel. Stormwater would be managed via underground storm sewer piping, directly connected to the dual 48‑inch high‑flow and low‑flow storm sewer system established during the 2011 Downtown Reconstruction Project. This option effectively eliminates all bridge structures and the open channel within the project boundaries, resulting in the lowest long‑term maintenance obligation for the City. While this approach involves the highest initial construction expenditure, it delivers substantial long‑term advantages by eliminating the need for future bridge inspections, rehabilitation, and replacements, and streamlining infrastructure management. Permanent easement requirements align with those outlined in Option 3; however, additional temporary easements will be necessary under this plan. The age of the bridge structures plays a key role in funding eligibility and lifecycle cost considerations. The Third Street Bridge, constructed in 1939, is more than 85 years old and well beyond the typical design service life for a local roadway bridge. Removal of this bridge is eligible for State Aid Bridge funding, providing an opportunity to offset a portion of demolition costs while avoiding substantial future rehabilitation or replacement expenditures. Similarly, the Hickory Street Bridge, constructed in 1981, is over 40 years old and approaching an age where increased maintenance or replacement should reasonably be anticipated. Removal of the Hickory Street Bridge is not currently eligible for State Aid Bridge funding. Options 3 and 4 trend higher in initial construction cost primarily because they include abandonment of the open channel and installation of new large-diameter underground storm sewer infrastructure, along with associated excavation, embankment fill, and surface restoration. Option 4 further increases upfront costs by including removal of the Hickory Street Bridge in addition to the Third Street Bridge. These higher initial costs are offset by reduced long-term maintenance obligations. Eliminating the open channel removes the need for ongoing vegetation management, sediment removal, and safety monitoring, while removal of one or both bridges eliminates future inspection, rehabilitation, and eventual replacement costs associated with aging bridge infrastructure. In contrast, Options 1 and 2 have lower initial construction costs but retain aging bridges and, in some cases, the open channel, resulting in continued maintenance responsibilities and higher lifecycle costs. Although all four options are viable, a review of engineering feasibility, bridge age, funding eligibility, maintenance requirements, public safety, and lifecycle costs indicates that both Option 3 and Option 4 are the best choices for long-term advantages. While demanding the largest initial investment, both options eliminate aging infrastructure, reducing maintenance risks, enhance stormwater management, and align with the City’s infrastructure objectives. If Options 3 and 4 cannot be pursued due to funding or easement constraints, Option 2 is the next preferred alternative since it has similar costs to Option 1 but removes future maintenance issues by eliminating the bridge. Page 47 of 185 ## 2026 Downtown Reconstruction Project Page 17 City of Chaska 193807606 ## 202 6 DOWNTOWN RECONSTRUCTION PROJECT ## Storm Sewer Improvements The design of the 2026 reconstruction storm sewer system as shown on Figure E-1. The Elm Street and Third Street existing storm sewer will be modified to collect drainage and discharge to the storm system installed in 2014, ultimately discharging into the existing channel. The existing storm sewer channel and the West Third Street and Hickory Street intersection are the two areas on the project that contain underground storm sewer systems. The downstream end of the channel consists of two 48-inch flared end inlets west of the Hickory Street Bridge. Currently during normal operations, all drainage in the area is collected by the channel, routed into the two 48-inch flared ends and discharged downstream into West Creek diversion channel. During times of high water from the Minnesota River, a large gate is closed on the 60-inch outlet pipe. The existing pumping station is then activated to pump interior drainage collected in the ditch by the 60-inch flared end and existing catch basin into the diversion channel. As part of the downtown Spruce, Locust, West Third Street reconstruction project in 2011, a storm sewer treatment system consisting of two large diameter manholes was placed in the ditch section just north of the Spruce/Locust intersection. This treatment system provides water quality improvements to the storm water during lower flows before being discharged through the existing 60-inch pipe system and into the Minnesota River. For this project the existing system will continue to be used to provide treatment for this drainage area. As previously mentioned, the construction of the Corps of Engineers flood control project has reduced the drainage area of the channel to approximately 30 acres. The resulting low flow that the channel now sees has caused it to be overgrown with weeds, brush, debris and sediment. There is very limited access along the entire channel, which makes it expensive and ineffective for Public Works staff to properly maintain. With this project, now is the time to consider eliminating the old West Creek channel by filling it in and replacing it with a storm sewer collection system. This also creates the opportunity to enhance the safety of the residents that are adjacent to the channel, gain more usable space, even if it remains in a permanent easement. For this project it is proposed to extend 60-inch storm sewer pipe up the current channel alignment to the Elm Street and Fourth Street intersection. This is the second phase of the planned project to fill and pipe the entire channel, following the first phase completed in 2011. The new internal neighborhood storm sewer system would then be connected to the new 60-inch outfall pipe. Along the channel alignment, catch basin manholes would be placed to collect surface water from the adjacent drainage areas. The top surface area over the ditch is proposed to be finished as a grass swale with small undulating areas that are sloped to collect local surface drainage into the catch basin. It is anticipated that an additional sub cut will be required for a portion of the storm sewer piping system that will be installed in the channel bottom. Poor soils along with a high groundwater table are anticipated in areas in which the piping system is to be installed. Areas may need to be over excavated below the pipe zone to account for pipe stability to achieve a uniform piping system. In addition to the proposed trunk storm sewer line being extended along the ditch bottom two tile lines are proposed to be installed along side of the 60-inch storm sewer pipe (one on each side as shown in Figure E-1). The tile lines would follow the trunk storm sewer pipe for its entire length to just south of Fourth Street. The tile lines will collect ground water at the grade of the old channel bottom. Page 48 of 185 ## 319G 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE 303 225 415 222 208 206 418 205 201 125 500 320 208 212 216 201 205 209 416 215 ## 205G ## 201G ## 209G ## 215G ## 219G > > > > > > > > > > > >>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> > >> >> > >> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## SS ## SS ## SS ## SS ## SS ## CO ## SS ## CO ## SS ## CO ## CO ## CO ## SS ## SS ## SS ## SS ## SS ## SS ## SS ## SS l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## CONTROL ## CO ## CO ## CO ## S ## S ## CO l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > ll ll ll l l l l l l l l l l > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> ## 8"PVC DRAINTILE SDR 35 PERFORATED ## 8"PVC DRAINTILE ## 48" RCP ## GRANULAR ## BORROW ## VARIABLE DEPTH PIPE FOUNDATION. ## MINIMUM DEPTH 1 FOOT. ## OVERSIZE MATERIAL WIDTH 1/2 FOOT FOR ## EVERY 1 FOOT OF FOUNDATION MATERIAL ## DEPTH. ## BACKFILL - UTILIZE ON SITE ## MATERIAL IF POSSIBLE ## FABRIC LOCATION B ## FABRIC LOCATION A ## OVERLAND DRAINAGE ## TO STRUCTURE ## OVERLAND DRAINAGE ## TO STRUCTURE ## EXISTING GROUND ## EXISTING GROUND ## Date:PROJ. NO.: Plot Date: 03/20/2026 - 10:12amDrawing name: C:\Users\ndrews\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Feasibility\193807606-XSST.dwg Xrefs:, 193800229XSPL, 193800229TOPO, 92CURB_GUTTER, 92STRM, 92SSWR, 92WATR, 92address_numbers, 193802530_TOPO, 193802530XSXT-WEST, TOPOGRAPHY-2017, 193807606-XSXT, 193807606-XSXU, 193807606-XSNO, 193807606-XSSS ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## THIRD & ELM STREET - STORM ## CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION PROJECT 3/20/2026193807606 ## E-1FIGURE ## N ## HICKORY ST. ## ELM ST. ## SECOND ST. ## THIRD ST. ## FOURTH ST. ## W THIRD ST. 36" 24" 18" 48" 21" 48" ## TYPICAL SECTION OF STORM PIPING IN CHANNEL Page 49 of 185 ## 2026 Downtown Reconstruction Project Page 19 City of Chaska 193807606 ## 2026 DOWNTOWN RECONSTRUCTION PROJECT ## Water Main and Sanitary Sewer Improvements Currently the City's water main system in the project area consists mainly of 4 and 6-inch cast iron pipes. It has reached the end of its service life. The pipe has corroded over time and is susceptible to breaks. It can no longer reliably supply the needed water volume and pressure. The project being considered proposes replacing all existing main with 8-inch PVC water main. The proposed water main improvements are shown on Figure F-1. Water mains will be installed on every street creating a grid system. This will provide redundant paths of the water to flow which will provide maximum volume and pressure while also limiting the shutdown areas should a future problem arise. The new water mains together with new hydrants and gate valves will greatly improve fire protection in the area. Most of the existing sanitary sewer lines located within the project limits are all vitrified clay piping (VCP). The system pipes shown on Figure B-1 are approaching 100 years old. The City has evaluated the existing sanitary sewer lines and has found various deficiencies in the piping system. The sanitary system has infiltration through pipe joints, cracked pipe, and as well as through manholes. The City has been required to clean and jet the existing piping to eliminate blockages due to inconsistent pipe grades, pipe failures, and root growth inside the existing piping. The result of this has been very high maintenance costs by having to continually service the sanitary sewer system in this area of downtown Chaska. By replacing the sanitary sewer pipe and manholes the City will benefit by reducing overall infiltration rates and maintenance costs. Most sanitary sewer manholes that connect to the piping system in these streets are brick and mortar structures and have reached their service life. These structures are especially susceptible to infiltration due to the many joints in the manhole walls surrounding the perimeter of each brick. All the sanitary manholes on the project will be removed and replaced with new precast concrete manhole sections. Precast manholes sections are the current industry standard as they minimize the amount of infiltration through having less joints and thus fewer entry points for groundwater. To minimize sewer and water service disruption to the existing homes during construction, temporary water and sewer systems will need to be implemented. The temporary systems will be built and coordinated along with the progress of the new sewer and water installation. Page 50 of 185 ## 319G 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 ## GARAGE 415 222 208 206 418 205 201 125 320 208 212 216 201 205 209 416 215 ## 205G ## 201G ## 209G ## 215G ## 219G l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > l l ll ll l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> > >> >> >> > >> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## SS ## SS ## SS ## SS ## SS ## CO ## SS ## CO ## SS ## CO ## CO ## CO ## SS ## SS ## SS ## SS ## SS ## SS ## SS l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## CO ## CO ## CO ## S ## S ## CO ## THIRD STREET W ## SECOND STREET W ## HICKORY STREET >> >> >> >> >> >> >> >> >> ## Date:PROJ. NO.: Plot Date: 03/12/2026 - 3:32pmDrawing name: C:\Users\ndrews\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Feasibility\193807606-XSSS.dwg Xrefs:, 193800229XSPL, 193800229TOPO, 92CURB_GUTTER, 92STRM, 92SSWR, 92WATR, 92address_numbers, 193802530_TOPO, 193802530XSXT-WEST, TOPOGRAPHY-2017, 193807606-XSXU, 193807606-XSNO, 193807606-XSXT, 193807606-XSST ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## THIRD & ELM STREET - SANITARY & WATER ## CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION PROJECT 3/11/2026193807606 ## F-1FIGURE ## N ## HICKORY ST. ## ELM ST. ## SECOND ST. ## FOURTH ST. ## W THIRD ST. Page 51 of 185 ## 2026 Downtown Reconstruction Project Page 21 City of Chaska 193807606 ## 2026 DOWNTOWN RECONSTRUCTION PROJECT ## Water and Sanitary Sewer Services With all main line sanitary sewer and water main piping being replaced, the condition of existing utility services must also be addressed. For purposes of this report, sanitary sewer services impacted by construction are proposed to be replaced from the sewer main in the street to the right-of-way in front of each house. Consistent with previous downtown reconstruction projects, each homeowner may elect to have their sanitary sewer replaced from the property line to their house. Additional costs will be incurred by the property owner for service work beyond the right- of-way. The City along with field construction staff will communicate to the homeowner what the condition of their sanitary sewer service line is along with the recommendation to replace it or not. They will be given an estimated cost and some time to decide whether to replace it or not. On the previous downtown reconstruction projects the majority of sanitary sewer services lines were found to be in very poor condition, and often either contained cracked/collapsed pipe or significant tree root damage. Most homeowners have elected to replace their services. The older pipe was almost always clay, cast iron, or Orangeburg. All new pipes installed are proposed to be PVC pipes that will match the pipe size of the existing service size. Standard open cut trench excavation will be used to install both sewer and water services from the main that is installed in the street up to the property line location. If the homeowner elects to replace their service from the property line to the building, the sanitary sewer services will be replaced by one of two separate construction methods. The first method of sewer service replacement will be a standard open cut excavation. Open cut excavation will be used when there are minimal constraints with respect to trees, driveways, permanent landscaping, etc. Sanitary sewer services that cannot be open cut may be replaced by directional drilling a new service up to the exterior of the home where a connection can be made. The project proposes one sewer and water service for each property. Where two properties share a common sanitary sewer or water service, the costs to directional drill a new individual service have been included with this report. Water services are proposed to be replaced from the main to the property line, unless they are found to be a pipe material other than copper. Some of the more common pipe materials encountered on the previous reconstruction project in downtown Chaska were lead and galvanized steel. These products no longer meet current health and drinking water safety requirements. If an existing water service contains a pipe material other than copper, the service will be replaced with a trenchless installation technique from the main to the inside of the home at the current water meter location. Pre -project utility examinations of the homes were completed by City staff in 2012. There are no known lead residential water services in this project area. All work beyond public right-of-way is currently proposed to be a cost to the respective property owner. It is, however, included in the overall project pricing in order to get the lowest effective cost for the property owner as well as maximizing construction scheduling and project utility coordination. Page 52 of 185 ## 2026 Downtown Reconstruction Project Page 22 City of Chaska 193807606 ## 2026 DOWNTOWN RECONSTRUCTION PROJECT ## Sump Line Installation The City of Chaska has implemented a sump pump drainage system policy as a part of their reconstruction program. Sump lines that discharge into the street create two main problems. First, they introduce more water to the existing street and curb, which can lead to more rapid deterioration of the pavement and curb, specifically during the freeze/thaw cycles. Second, the sump lines can also become a safety hazard. In the summer water from sump lines can produce a green moss that can become extremely slippery. In the winter this same moisture can freeze and become extremely slippery. Additionally, some private residences have sump systems that connect to their sanitary sewer discharge lines. This results in additional drainage entering the sanitary sewer system if the sump pumps are running, which ultimately leads to additional treatment costs for the City. Pre -project utility examinations of the homes were completed by City staff in 2012 in preparation for the 2014 downtown reconstruction project. No structures were identified with active sump pumps at that time. However, it is proposed to install sump line service for homes that have installed sump pumps since those examinations. Page 53 of 185 ## 2026 Downtown Reconstruction Project Page 23 City of Chaska 193807606 ## 202 6 DOWNTOWN RECONSTRUCTION PROJECT ## Construction Phasing During a street reconstruction project, it is common to have periods of time that certain residents are not able to access the street directly in front of their homes. No formal phasing plan has been proposed with this report. It is recommended that the City, engineer, and contractor work together to develop a construction phasing plan that is mutually beneficial to the City and contractor that limits disruption to the affected residents. The purpose of having a phasing plan in place is to help ensure that the limited access time is minimized for residents, so that residents can park vehicles as close as possible to their destinations during these time periods, and that the contractor is not impeded from doing their work as expeditiously as possible. Consistent with Chaska Guidelines, working hours on this project are proposed to be Monday through Friday, 7 AM to 7 PM, and Saturday, 9 AM to 5 PM. Working on holidays and Sundays is not permitted unless it is necessitated by an emergency and the contractor is given approval by City staff. Additionally, the City and contractor would make every possible effort to provide residents with access to their driveway every night from 7 PM to 7 AM and on weekends. It is important to note that there are times when this will not be possible, especially during periods of concrete curb, driveway and sidewalk placement. During construction of these items residents are typically unable to drive vehicles over these areas for up to 7 days. The City will remain in close contact with residents throughout the project duration with mailings, handouts, and on-site resident meetings. An on -site meeting will be held prior to the start of construction to allow impacted residents to meet the City construction personnel, learn more about the upcoming phase of construction and specifically how they will be impacted, and ask questions about the project. Residents will also be given contact information for individuals to contact as questions or concerns come up during the course of the project. Page 54 of 185 ## 2026 Downtown Reconstruction Project Page 24 City of Chaska 193807606 ## 202 6 DOWNTOWN RECONSTRUCTION PROJECT ## Project Schedule The following project schedule is recommended. The 2026 Reconstruction Project is proposed to be constructed in 2026, with the exception of the final wear course paving and boulevard tree planting which would be completed in 2027 along with any minor restoration work remaining. It is recommended to begin constructing the project as soon as possible. Upon acceptance of the Feasibility Study for the 2026 Street Reconstruction Project, a public hearing will be scheduled to consider approval of the improvement project. A proposed schedule is as follows: ## Council Accepts Feasibility Study March 30, 2026 ## Staff and Engineer Hold Neighborhood Meetings April 8, 2026 ## Council Orders Improvement Hearing/ Authorizes Preparation of ## Construction Documents April 20, 2026 ## Public Improvement Hearing / Council Authorize Preparation of ## Construction Documents / Order Assessment Hearing May 18th, 2026 Council Approves Construction Documents / Authorizes Bidding May 18, 2026 ## Public Assessment Hearing June 15, 2026 ## Receive Bids June 18, 2026 ## Award Bid June 29, 2026 ## Start Construction July 2026 ## Construction Completion November 2026 ## Final Wear Course Paving Spring/Summer 2027 Page 55 of 185 ## 2026 Downtown Reconstruction Project Page 25 City of Chaska 193807606 ## 202 6 DOWNTOWN RECONSTRUCTION PROJECT ## Project Costs The following is a breakdown of estimated costs for various sections of the project proposed for Council consideration. Options 1-4 are shown below and illustrated in Figure G-1: ## 2026 Street Reconstruction Project Costs ## OPTION 1 OPTION 2 OPTION 3 OPTION 4 ## STREET IMPROVEMENTS $1,311,500 $1,256,000 $1,225,500 $1,193,000 ## STORM SEWER ## IMPROVEMENTS $79,000 $79,000 $79,000 $79,000 ## WATER MAIN ## IMPROVEMENTS $233,000 $150,500 $150,500 $150,500 ## WATER SERVICES ## IMPROVEMENTS $98,500 $98,500 $98,500 $98,500 ## SANITARY SEWER ## IMPROVEMENTS $244,000 $161,500 $161,500 $161,500 ## SANITARY SEWER SERVICE ## IMPROVEMENTS $52,500 $52,500 $52,500 $52,500 ## CHANNEL ## IMPROVEMENTS* $0.00 $247,000 $965,500 $1,348,500 __________ __________ __________ __________ ## PROJECT COSTS SUMMARY $2,018,500 $2,045,000 $2,733,000 $3,083,500 *The removal of the Third Street Bridge qualifies for Bridge State Aid funding, with an estimated reimbursement of $65,000, which has not been included in the above estimate. ## OPTION 1 – STREET AND UTILITY IMPROVEMENTS ONLY The costs discussed relate to the complete reconstruction of both Third Street and Elm Street. In this scenario, the Third Street Bridge would remain untouched, while water main and sanitary sewer utilities would be installed by jacking beneath the bridge. However, this approach appears impractical, as leaving the bridge in place and installing new utilities is likely to increase construction expenses compared to option 2, especially considering the potential availability of funding for removing the Third Street Bridge. ## OPTION 2 – REMOVE THIRD STREET BRIDGE The Third Street Bridge will be removed and replaced with a storm culvert crossing to ensure continued channel drainage from Fourth Street. This solution is considered feasible due to the Page 56 of 185 ## 2026 Downtown Reconstruction Project Page 26 City of Chaska 193807606 availability of state funding for bridge removal, and because no extra easements or right-of-way acquisitions are required for its construction. ## OPTION 3 – REMOVE THIRD STREET BRIDGE AND CHANNEL The channel is filled in, the Third Street bridge is taken out, and a storm sewer pipe is installed from Fourth Street to just east of Hickory Street, where it discharges beneath the Hickory Street Bridge. Completing this project option will require acquiring both permanent and temporary easements. Although this approach is possible, it may be less practical than option four due to higher long-term costs associated with greater maintenance requirements of the bridge. ## OPTION 4 – REMOVE THIRD STREET AND HICKORY STREET BRIDGES AND CHANNEL The Hickory Street Bridge has been removed, and the channel storm sewer piping is now connected to the dual 48-inch high and low flow storm sewer pipes installed during the 2011 Downtown Reconstruction Project. Although all four options are practical, a review based on engineering feasibility, bridge age, funding eligibility, maintenance needs, public safety, and lifecycle costs shows that Option 4 offers the greatest long-term benefits. While this option requires the highest initial investment, it removes outdated infrastructure, reduces maintenance risks, improves stormwater management, and supports the City’s infrastructure goals. Page 57 of 185 ## 319G 316 310 308 ## 400G 220 219 223 ## 223G ## 412G ## 414G ## 420G 400 412 414 420 305 ## GARAGE 303 225 221 415 222 208 206 418 205 201 125 500 320 208 212 216 201 205 209 416 215 ## 205G ## 201G ## 209G ## 215G ## 219G ## CONTROL ## CO ## CO ## CO ## S ## S ## CO l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > ll ll ll l l l l l l l l l l > > > > > > > > >> > > > > > > > >> >> >> >> >> >> >> >> >> ## Date:PROJ. NO.: Plot Date: 03/11/2026 - 4:46pmDrawing name: C:\Users\khemani\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Feasibility\193807606-XSST.dwgXrefs:, 193800229XSPL, 193800229TOPO, 92CURB_GUTTER, 92STRM, 92SSWR, 92WATR, 92address_numbers, 193802530_TOPO, 193802530XSXT-WEST, TOPOGRAPHY-2017, 193807606-XSXT, 193807606-XSXU, 193807606-XSNO, 193807606-XSSS ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## CONSTRUCTION OPTIONS ## CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION PROJECT 3/11/2026193807606 ## G-1FIGURE ## N ## HICKORY ST. ## ELM ST. ## SECOND ST. ## THIRD ST. ## FOURTH ST. ## W THIRD ST. 48"48" ## OPTION 1: BRIDGE & CHANNEL REMAIN IN PLACE. ## OPTION 2: REMOVE THIRD STREET BRIDGE ## OPTION 3: REMOVE THIRD STREET BRIDGE & FILL CHANNEL ## OPTION 4: REMOVE THIRD AND HICKORY STREET BRIDGES ## & FILL CHANNEL ## HICKORY STREET BRIDGE ## THIRD STREET BRIDGE Page 58 of 185 ## 2026 Downtown Reconstruction Project Page 28 City of Chaska 193807606 The estimated costs of the work presented in this report have been itemized in Appendix A. The cost estimates include construction, contingencies, design, inspection, and administration. No costs have been added for any acquisitions of right-of-way. The cost estimate is based on a bid date in spring of 2026 and the majority of construction occurring in 2026. Chaska proposes to finance a portion of the project cost consistent with the City’s policy for direct assessment benefiting property owners for a local street. Utility trunk funds will be utilized to cover any utility oversizing costs. A separate assessment report, prepared by City Staff, will be added as a supplement to this report. Page 59 of 185 ## 2026 Downtown Reconstruction Project Page 29 City of Chaska 193807606 ## 202 6 DOWNTOWN RECONSTRUCTION PROJECT ## Recommendations and Conclusions The work outlined in this report is feasible relative to engineering matters and is necessary and cost effective in addressing the utility needs and street reconstruction issues for the 2026 Downtown Street Reconstruction. Project financing will be handled by City Staff in a supplemental report. The following comments and recommendations are presented for consideration:  It is recommended that the improvements include a Chaska Standard Street section that incorporates an urban 7-ton design with drain tile as outlined in this report.  It is recommended that the Hickory Street Bridge and Third Street Bridge be removed as a part of the project to eliminate the future maintenance costs.  It is recommended that the channel between Fourth Street and Hickory Street be abandoned.  It is recommended that all sanitary sewer facilities, water main facilities, and related appurtenances be replaced due to the overall age and service life of the existing utilities.  It is recommended to replace all the existing residential sewer and water services as outlined in the report.  It is recommended to begin constructing the project as soon as possible after the project award.  It is proposed to place specific construction requirements on the construction of the downtown streets to allow for the best access possible for residents and businesses. The total estimated cost of the recommended improvements is $3,083,380.00 This is based on a bid date in the spring of 2026 and the majority of construction being completed in 2026. Page 60 of 185 ## Appendix A ## 2026 Downtown Reconstruction Project ## Construction and Project Costs Page 61 of 185 No.ItemUnits Option 1 Qty Option 1 EE Unit Price Option 1 EE Total Price ## 1 MOBILIZATIONLS1$71,200.00$71,200.00 ## 2 TRAFFIC CONTROLLS1$20,000.00$20,000.00 ## 3 TEMPORARY MAILBOXEA8$250.00$2,000.00 ## 4 STREET SWEEPER WITH PICK UP BROOM WITH OPERATORHR120$175.00$21,000.00 ## 5 CLEAR AND GRUBTREE16$750.00$12,000.00 ## 6 TREE TRIMMINGHR5$250.00$1,250.00 ## 7 SAWING BITUMINOUS PAVEMENTLF375$6.00$2,250.00 ## 8 SAWING CONCRETE PAVEMENTLF144$10.00$1,440.00 ## 9 REMOVE BITUMINOUS PAVEMENTSY3650$7.00$25,550.00 ## 10 REMOVE BITUMINOUS DRIVEWAYSY100$12.00$1,200.00 ## 11 REMOVE CONCRETE DRIVEWAY PAVEMENTSY260$12.00$3,120.00 ## 12 REMOVE CONCRETE SIDEWALKSY500$8.00$4,000.00 ## 13 REMOVE CONCRETE CURB AND GUTTERLF705$6.00$4,230.00 ## 14 REMOVE STORM SEWER PIPELF225$25.00$5,625.00 ## 15 REMOVE WATER MAINLF660$15.00$9,900.00 ## 16 REMOVE SANITARY SEWER PIPELF425$15.00$6,375.00 ## 17 REMOVE SIGNEA6$100.00$600.00 ## 18 ABANDON WATERMAIN PIPELF75$25.00$1,875.00 ## 19 REMOVE STORM SEWER MANHOLE OR CATCH BASINEA7$1,000.00$7,000.00 ## 20 REMOVE SANITARY SEWER MANHOLEEA2$1,500.00$3,000.00 ## 21 TEMPORARY ROCK CONSTRUCTION ENTERANCEEA4$1,500.00$6,000.00 ## 22 SALVAGE HYDRANTEA2$1,000.00$2,000.00 ## 23 SALVAGE EXISTING LANDSCAPE BOULDERSLS1$500.00$500.00 ## 24 SALVAGE WOODEN FENCELF100$50.00$5,000.00 ## 25 ADJUST FRAME AND RING CASTINGEA3$1,200.00$3,600.00 ## 26 FURNISH AND INSTALL NEW CASTING FOR CURB BOX IN DRIVEWAYEA4$1,000.00$4,000.00 ## 27 COMMON EXCAVATION (EV)CY4000$40.00$160,000.00 ## 28 SUBGRADE EXCAVATION (EV)CY175$40.00$7,000.00 ## 29 ROCK EXCAVATIONCY50$25.00$1,250.00 ## 30 HAUL AND STOCK PILE ROCKCY50$20.00$1,000.00 ## 31 SELECT GRANULAR BORROW (CV)CY2180$25.00$54,500.00 ## 32 SELECT TOP SOIL BORROW (LV)CY450$45.00$20,250.00 ## 33 GEOTEXTILE FABRIC, TYPE VSY3025$3.00$9,075.00 ## 34 GEOGRIDSY500$5.00$2,500.00 ## 35 AGGREGATE BASE, CLASS 5, 100% CRUSHEDTN1350$30.00$40,500.00 ## ENGINEERS ESTIMATE ## 2026 DOWNTOWN RECONSTRUCTION PROJECT ## PROJECT NO. 193807606 2026 ## OPTION 1 ## PART 1 - STREET IMPROVEMENTS ## ENGINEER ESTIMATE.xlsx Page 62 of 185 No.ItemUnits Option 1 Qty Option 1 EE Unit Price Option 1 EE Total Price ## 36 3'' MINUSTN150$30.00$4,500.00 ## 37 WATER FOR DUST CONTROL1000 GAL50$100.00$5,000.00 ## 38 MILL BITUMINOUS PAVEMENT (VARIABLE DEPTH)SY125$25.00$3,125.00 ## 39 TYPE SP 9.5 WEARING COURSE (2,C)TN595$100.00$59,500.00 ## 40 BITUMINOUS DRIVEWAY REPAIRSF820$7.50$6,150.00 ## 41 BITUMINOUS WEDGE FOR PLOW PROTECTIONTN40$250.00$10,000.00 ## 42 BITUMINOUS MATERIAL FOR TACK COATGAL320$7.00$2,240.00 ## 43 4" PERFORATED POLYETHYLENE PIPELF1290$10.00$12,900.00 ## 44 4" PERFORATED PVC DRAIN TILE, SCHEDULE SDR 26LF150$25.00$3,750.00 ## 45 CONNECT TO EXISTING DRAIN TILEEA7$250.00$1,750.00 ## 46 CONNECT DRAIN TILE TO EXISTING STORM STRUCTUREEA6$500.00$3,000.00 ## 47 INSTALL 4" UTILITY CONDUITLF90$25.00$2,250.00 ## 48 INSTALL 2" UTILITY CONDUITLF90$25.00$2,250.00 ## 49 POTHOLE EXISTING UTILITYEA5$600.00$3,000.00 ## 50 4" CONCRETE SIDEWALKSF5823$12.00$69,876.00 ## 51 B612 MODIFIED PARK BOARD CONCRETE CURB AND GUTTERLF1325$32.00$42,400.00 ## 52 V-CURBLF50$45.00$2,250.00 ## 53 REMOVE AND REPLACE CURB AND GUTTERLF100$65.00$6,500.00 ## 54 CONCRETE STEPSEA4$1,000.00$4,000.00 ## 55 6" CONCRETE DRIVEWAY REPAIRSF3075$16.00$49,200.00 ## 56 CONCRETE PEDESTRIAN CURB RAMPSF890$20.00$17,800.00 ## 57 TRUNCATED DOME PANELSF140$120.00$16,800.00 ## 58 JOINT SEALINGLF250$10.00$2,500.00 ## 59 BRIDGE SIDEWALK RETROFITLS1$5,000.00$5,000.00 ## 60 KENTUCKY COFFEETREE, 2" CAL. B&BEA7$800.00$5,600.00 ## 61 SWAMP WHITE OAK, 2" CAL. B&BEA7$800.00$5,600.00 ## 62 AMERICAN SENTRY LINDEN, 2" CAL. B&BEA7$800.00$5,600.00 ## 63 SIENNA GLEN MAPLE, 2" CAL. B&BEA8$800.00$6,400.00 ## 64 AUTUMN BLAZE MAPLE, 2" CAL. B&BEA8$800.00$6,400.00 ## 65 SIGN PANELS, TYPE CSF60$90.00$5,400.00 ## 66 PROTECTION OF CATCH BASIN IN STREET (BEFORE CURB)EA25$150.00$3,750.00 ## 67 PROTECTION OF CATCH BASIN IN STREET (AFTER CURB)EA5$150.00$750.00 ## 68 SODDING, LAWN TYPESY2000$10.00$20,000.00 ## 69 HYDRAULIC SOIL STABILIZER TYPE 6SY900$2.00$1,800.00 ## 70 WATER FOR TURF ESTABLISHMENTMGAL250$75.00$18,750.00 ## 71 SILT FENCELF100$5.00$500.00 ## 72 BIOLOGLF1325$5.00$6,625.00 ## 73 LANDSCAPE RESTORATIONLS1$10,000.00$10,000.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 1 - STREET IMPROVEMENTS $953,706.00 10% Contingency $95,370.60 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 1 - STREET IMPROVEMENTS$1,049,076.60 ## 25% Engineering, Administration, Legal$262,269.15 ## TOTAL ESTIMATED PROJECT COSTS PART 1 - STREET IMPROVEMENTS$1,311,500.00 ## ENGINEER ESTIMATE.xlsx Page 63 of 185 No.ItemUnits Option 1 Qty Option 1 EE Unit Price Option 1 EE Total Price ## PART 2 - STORM SEWER IMPROVEMENTS ## 74 15" RCP STORM SEWER, CLASS 5LF100$100.00$10,000.00 ## 75 18" RCP STORM SEWER, CLASS 5LF50$115.00$5,750.00 ## 76 24" RCP STORM SEWER, CLASS 3LF50$150.00$7,500.00 ## 77 2' X 3' CB, INCL R-3067-V CSTG AND CONC ADJ RINGSEA3$3,200.00$9,600.00 ## 78 4' DIA STORM SEWER CBMH, INCLUDING R-3067-V CSTG AND CONC ADJ ## RINGS ## EA2$5,000.00$10,000.00 ## 79 CONNECT TO EXISTING STORM SEWEREA2$2,000.00$4,000.00 ## CONNECT TO EXISTING STORM MANHOLEEA3$3,500.00$10,500.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 2 - STORM SEWER IMPROVEMENTS $57,350.00 10% Contingency $5,735.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 2 - STORM SEWER ## IMPROVEMENTS $63,085.00 ## 25% Engineering, Administration, Legal$15,771.25 ## TOTAL ESTIMATED PROJECT COSTS PART 2 - STORM SEWER IMPROVEMENTS$79,000.00 ## PART 3 - WATER MAIN IMPROVEMENTS ## 80 INSTALL HYDRANTEA2$7,500.00$15,000.00 ## 81 INSTALL TEMPORARY HYDRANTEA1$5,000.00$5,000.00 ## 82 INSTALL TEMPORARY GATE VALVEEA1$2,500.00$2,500.00 ## 83 CONNECT TO EXISTING WATER MAINEA5$600.00$3,000.00 ## 84 6" GATE VALVE AND BOXEA2$3,200.00$6,400.00 ## 85 8" GATE VALVE AND BOXEA4$4,000.00$16,000.00 ## 86 6" PVC WATER MAIN, DR-18LF35$60.00$2,100.00 ## 87 8" PVC WATER MAIN, DR-18LF625$70.00$43,750.00 ## 88 18'' CASING JACKEDLF75$800.00$60,000.00 ## 89 INSULATION, 4" THICKSY20$50.00$1,000.00 ## 90 DUCTILE IRON FITTINGSLB665$15.00$9,975.00 ## 91 IMPROVED PIPE FOUNDATION, PER 6" INCREMENTLF700$7.00$4,900.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 3 - WATER MAIN IMPROVEMENTS $169,625.00 10% Contingency $16,962.50 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 3 - WATER MAIN ## IMPROVEMENTS $186,587.50 ## 25% Engineering, Administration, Legal$46,646.88 ## TOTAL ESTIMATED PROJECT COSTS PART 3 - WATER MAIN IMPROVEMENTS$233,000.00 ## ENGINEER ESTIMATE.xlsx Page 64 of 185 No.ItemUnits Option 1 Qty Option 1 EE Unit Price Option 1 EE Total Price ## PART 4 - WATER SERVICES ## 92 TEMPORARY WATER MAINLS1$15,000.00$15,000.00 ## 93 CONNECT TO EXISTING WATER SERVICEEA6$1,000.00$6,000.00 ## 94 1" CURB STOP AND BOXEA6$1,500.00$9,000.00 ## 95 1" CORPORATION STOP WITH 8" SADDLEEA6$1,500.00$9,000.00 ## 96 1" POLY WATER SERVICELF250$50.00$12,500.00 ## 97 1'' POLY WATER SERVICE DIRECTIONALLY DRILLEDLF100$150.00$15,000.00 ## 98 PLUMBED CONNECTIONEA2$2,500.00$5,000.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 4 - WATER SERVICES IMPROVEMENTS $71,500.00 10% Contingency $7,150.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 4 - WATER SERVICES ## IMPROVEMENTS $78,650.00 ## 25% Engineering, Administration, Legal$19,662.50 ## TOTAL ESTIMATED PROJECT COSTS PART 4 - WATER SERVICES IMPROVEMENTS$98,500.00 ## PART 5 - SANITARY SEWER IMPROVEMENTS ## 99 CONNECT TO EXISTING SANITARY SEWER PIPEEA1$5,000.00$5,000.00 ## 100 CONNECT TO EXISTING SANITARY SEWER MANHOLEEA2$10,000.00$20,000.00 ## 101 BYPASS PUMPINGLS1$10,000.00$10,000.00 ## 102 4' DIAMETER SANITARY MH, INCL R-1642-B CSTG AND CONC ADJ RINGSEA2$10,000.00$20,000.00 ## 103 4' DIAMETER SANITARY MANHOLE OVERDEPTHLF5$800.00$4,000.00 ## 104 8" PVC SANITARY SEWER, SDR 26LF450$90.00$40,500.00 ## 105 18'' CASING JACKEDLF75$800.00$60,000.00 ## 106 8'' X 4'' WYEEA5$750.00$3,750.00 ## 107 8'' X 6'' WYEEA1$750.00$750.00 ## 108 IMPROVED PIPE FOUNDATION, PER 6" INCREMENTLF1700$8.00$13,600.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 5 - SANITARY SEWER IMPROVEMENTS $177,600.00 10% Contingency $17,760.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 5 - SANITARY SEWER ## IMPROVEMENTS $195,360.00 ## 25% Engineering, Administration, Legal$48,840.00 ## TOTAL ESTIMATED PROJECT COSTS PART 5 - SANITARY SEWER IMPROVEMENTS$244,000.00 ## ENGINEER ESTIMATE.xlsx Page 65 of 185 No.ItemUnits Option 1 Qty Option 1 EE Unit Price Option 1 EE Total Price ## PART 6 - SANITARY SEWER SERVICES ## 109 RECONNECT SANITARY SEWER SERVICEEA6$1,250.00$7,500.00 ## 110 CLEANOUTEA4$500.00$2,000.00 ## 111 4" PVC, SCH. 40 SERVICE PIPELF265$60.00$15,900.00 ## 112 4" PVC, SCH. 40 RISER PIPELF18$75.00$1,350.00 ## 113 4" PVC, SCH.40 - ROW TO HOUSE OPEN CUTLF75$150.00$11,250.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 6 - SANITARY SEWER SERVICES IMPROVEMENTS $38,000.00 10% Contingency $3,800.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 6 - SANITARY SEWER SERVICES ## IMPROVEMENTS $41,800.00 ## 25% Engineering, Administration, Legal$10,450.00 ## TOTAL ESTIMATED PROJECT COSTS PART 6 - SANITARY SEWER SERVICE ## IMPROVEMENTS $52,500.00 ## PART 7 - CHANNEL IMPROVEMENTS ## 114 CLEAR AND GRUBLS0$26,000.00$0.00 115 REMOVE 3rd STREET BRIDGE (L4966)LS0$50,000.00$0.00 ## 116 REMOVE HICKORY STREET BRIDGE (10522)LS0$60,000.00$0.00 ## 117 REMOVE STORM SEWER PIPELF0$25.00$0.00 ## 118 REMOVE RETAINING WALLSF0$30.00$0.00 ## 119 REMOVE FENCELF0$20.00$0.00 ## 120 REMOVE AND REPLACE FENCELF0$50.00$0.00 ## 121 REMOVE CURB AND GUTTERLF0$10.00$0.00 ## 122 REMOVE CONCRETE SIDEWALKSY0$10.00$0.00 ## 123 REMOVE BITUMINOUS PAVEMENTSY0$20.00$0.00 ## 124 REMOVE CONCRETE DRIVEWAYSY0$20.00$0.00 ## 125 REMOVE BITUMINOUS DRIVEWAYSY0$10.00$0.00 ## 126 REMOVE SIGNEA0$100.00$0.00 ## 127 SAW CUT BITUMINOUS PAVEMENTLF0$6.00$0.00 ## 128 SAW CUT CONCRETE PAVEMENTLF0$10.00$0.00 ## 129 ADJUST SANITARY SEWER CASTINGEA0$1,000.00$0.00 ## 130 SALVAGE AND REINSTALL STORM PIPELF0$30.00$0.00 ## 131 MUCK/RIP RAP EXCAVATION (EV)CY0$30.00$0.00 ## 132 COMMON EMBANKMENT (CV)CY0$10.00$0.00 ## 133 GRANULAR BORROW (CV)CY0$45.00$0.00 ## 134 SELECT GRANULAR BORROWCY0$25.00$0.00 ## 135 CLASS 5, 100% CRUSHEDTN0$35.00$0.00 ## 136 IMPROVED PIPE FOUNDATIONCY0$50.00$0.00 ## 137 48" FLARED END SECTIONEA0$7,500.00$0.00 ## 138 60'' FLARED END SECTIONEA0$10,000.00$0.00 ## 139 18'' RCP STORM SEWER, CLASS 3LF 0$100.00$0.00 ## 140 21'' RCP STORM SEWER, CLASS 3LF0$120.00$0.00 ## 141 24" RCP STORM SEWER, CLASS 3LF0$150.00$0.00 ## 142 36'' RCP STORM SEWER, CLASS 3LF0$200.00$0.00 ## 143 48" RCP STORM SEWER, CLASS 3LF0$275.00$0.00 ## 144 60'' RCP STORM SEWER, CLASS 3LF0$500.00$0.00 ## ENGINEER ESTIMATE.xlsx Page 66 of 185 No.ItemUnits Option 1 Qty Option 1 EE Unit Price Option 1 EE Total Price ## 145 8" PERFORATED PVC DRAIN TILE, SDR 35LF0$35.00$0.00 ## 146 8'' CLEAN OUTEA0$800.00$0.00 147 4'' PE DraintileEA0$25.00$0.00 ## 148 CONNECT TO EXISTING DRAINTILEEA0$250.00$0.00 ## 149 DRAIN TILE HEADWALLEA0$1,000.00$0.00 ## 150 4' DIA STORM CBMH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA0$5,000.00$0.00 ## 151 5' DIA STORM CBMH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA0$7,500.00$0.00 ## 152 7' DIA STORM CBMH, INCL R-1642-B CSTG AND CONC ADJ RINGSEA0$10,000.00$0.00 ## 153 8' DIA STORM SEWER CBMH, INC R-4341-A, CSTG AND CONC ADJ RINGSEA0$12,000.00$0.00 ## 154 9' DIA STORM SEWER CBMH, INC R-3290-VB, CSTG AND CONC ADJ RINGSEA0$15,000.00$0.00 ## 155 10' DIA STORM MH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA0$17,000.00$0.00 ## 156 CONNECT TO EXISTING STORM SEWEREA0$2,500.00$0.00 ## 157 GEOTEXTILE FABRIC-RIP RAPSY0$5.00$0.00 ## 158 GEOTEXTILE FABRIC-PIPE BEDDINGSY0$5.00$0.00 ## 159 GEOTEXTILE FABRIC-ROADWAYSY0$5.00$0.00 ## 160 CLASS IV RANDOM RIPRAPCY0$75.00$0.00 ## 161 TYPE SP 9.5 WEARING COURSE (2,C)TN0$180.00$0.00 ## 162 BITUMINOUS DRIVEWAY REPAIRSF0$7.50$0.00 ## 163 TACK COATGAL0$0.00$0.00 ## 164 B612 MODIFIED PARK BOARD CONCRETE CURB AND GUTTERLF0$35.00$0.00 ## 165 4'' WALKSF0$12.00$0.00 ## 166 6" CONCRETE DRIVEWAY REPAIRSF0$16.00$0.00 ## 167 CONCRETE PEDESTRIAN CURB RAMPSF0$20.00$0.00 ## 168 TRUNCATED DOMESSF0$120.00$0.00 ## 169 SILT FENCE, MACHINE SLICEDLF0$2.50$0.00 ## 170 ROCK DITCH CHECKEA0$450.00$0.00 ## 171 BIOROLLLF0$3.50$0.00 ## 172 PROTECTION OF CATCH BASIN, NON-STREETEA0$150.00$0.00 ## 173 COMMON TOPSOIL BORROW (LV)CY0$55.00$0.00 ## 174 TEMPORARY SEDIMENT TRAPEA0$1,500.00$0.00 ## 175 TEMPORARY CONSTRUCTION ENTRANCEEA0$1,500.00$0.00 ## 176 SEEDINGAC0$1,000.00$0.00 ## 177 SOUTHERN BOULEVARD SEED MIXLB0$1,800.00$0.00 ## 178 EROSION CONTROL BLANKETS,CATEGORY 20SY0$3.00$0.00 ## 179 TRMSY0$30.00$0.00 ## 180 HYDRAULIC SOIL STABILIZER SFMSY0$4.00$0.00 ## 181 WATER FOR TURF ESTABLISHMENT1000 GAL0$75.00$0.00 ## 182 KENTUCKY COFFEETREE, 2" CAL. B&BEA0$800.00$0.00 ## ENGINEER ESTIMATE.xlsx Page 67 of 185 No.ItemUnits Option 1 Qty Option 1 EE Unit Price Option 1 EE Total Price ## 183 SWAMP WHITE OAK, 2" CAL. B&BEA0$800.00$0.00 ## 184 AMERICAN SENTRY LINDEN, 2" CAL. B&BEA0$800.00$0.00 ## 185 SIENNA GLEN MAPLE, 2" CAL. B&BEA0$800.00$0.00 ## 186 AUTUMN BLAZE MAPLE, 2" CAL. B&BEA0$800.00$0.00 $0.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 7 - CHANNEL IMPROVEMENTS $0.00 10% Contingency $0.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 7 - CHANNEL IMPROVEMENTS$0.00 ## 25% Engineering, Administration, Legal$0.00 ## TOTAL ESTIMATED PROJECT COSTS PART 7 - CHANNEL IMPROVEMENTS$0.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 1 - STREET IMPROVEMENTS$1,049,076.60 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 2 - STORM SEWER ## IMPROVEMENTS $63,085.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 3 - WATER MAIN ## IMPROVEMENTS $186,587.50 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 4 - WATER SERVICES ## IMPROVEMENTS $78,650.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 5 - SANITARY SEWER ## IMPROVEMENTS $195,360.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 6 - SANITARY SEWER SERVICES ## IMPROVEMENTS $41,800.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 7 - CHANNEL IMPROVEMENTS$0.00 ## TOTAL ESTIMATED CONSTRUCTION COSTSOPTION 1$1,614,559.10 ## ESTIMATED PROJECT COSTS SUMMARY ## TOTAL ESTIMATED PROJECT COSTS PART 1 - STREET IMPROVEMENTS$1,311,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 2 - STORM SEWER IMPROVEMENTS$79,000.00 ## TOTAL ESTIMATED PROJECT COSTS PART 3 - WATER MAIN IMPROVEMENTS$233,000.00 ## TOTAL ESTIMATED PROJECT COSTS PART 4 - WATER SERVICES IMPROVEMENTS$98,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 5 - SANITARY SEWER IMPROVEMENTS$244,000.00 ## TOTAL ESTIMATED PROJECT COSTS PART 6 - SANITARY SEWER SERVICE ## IMPROVEMENTS $52,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 7 - CHANNEL IMPROVEMENTS$0.00 ## TOTAL ESTIMATED PROJECT COSTS SUMMARYOPTION 1$2,018,500.00 ## ENGINEER ESTIMATE.xlsx Page 68 of 185 No.ItemUnits Option 2 Qty Option 2 EE Unit Price Option 2 EE Total Price ## 1 MOBILIZATIONLS1$71,400.00$71,400.00 ## 2 TRAFFIC CONTROLLS1$20,000.00$20,000.00 ## 3 TEMPORARY MAILBOXEA8$250.00$2,000.00 ## 4 STREET SWEEPER WITH PICK UP BROOM WITH OPERATORHR120$175.00$21,000.00 ## 5 CLEAR AND GRUBTREE16$750.00$12,000.00 ## 6 TREE TRIMMINGHR5$250.00$1,250.00 ## 7 SAWING BITUMINOUS PAVEMENTLF375$6.00$2,250.00 ## 8 SAWING CONCRETE PAVEMENTLF144$10.00$1,440.00 ## 9 REMOVE BITUMINOUS PAVEMENTSY3650$7.00$25,550.00 ## 10 REMOVE BITUMINOUS DRIVEWAYSY100$12.00$1,200.00 ## 11 REMOVE CONCRETE DRIVEWAY PAVEMENTSY260$12.00$3,120.00 ## 12 REMOVE CONCRETE SIDEWALKSY500$8.00$4,000.00 ## 13 REMOVE CONCRETE CURB AND GUTTERLF705$6.00$4,230.00 ## 14 REMOVE STORM SEWER PIPELF225$25.00$5,625.00 ## 15 REMOVE WATER MAINLF660$15.00$9,900.00 ## 16 REMOVE SANITARY SEWER PIPELF425$15.00$6,375.00 ## 17 REMOVE SIGNEA6$100.00$600.00 ## 18 ABANDON WATERMAIN PIPELF75$25.00$1,875.00 ## 19 REMOVE STORM SEWER MANHOLE OR CATCH BASINEA7$1,000.00$7,000.00 ## 20 REMOVE SANITARY SEWER MANHOLEEA2$1,500.00$3,000.00 ## 21 TEMPORARY ROCK CONSTRUCTION ENTERANCEEA4$1,500.00$6,000.00 ## 22 SALVAGE HYDRANTEA2$1,000.00$2,000.00 ## 23 SALVAGE EXISTING LANDSCAPE BOULDERSLS1$500.00$500.00 ## 24 SALVAGE WOODEN FENCELF100$50.00$5,000.00 ## 25 ADJUST FRAME AND RING CASTINGEA3$1,200.00$3,600.00 ## 26 FURNISH AND INSTALL NEW CASTING FOR CURB BOX IN DRIVEWAYEA4$1,000.00$4,000.00 ## 27 COMMON EXCAVATION (EV)CY3115$40.00$124,600.00 ## 28 SUBGRADE EXCAVATION (EV)CY175$40.00$7,000.00 ## 29 ROCK EXCAVATIONCY50$25.00$1,250.00 ## 30 HAUL AND STOCK PILE ROCKCY50$20.00$1,000.00 ## 31 SELECT GRANULAR BORROW (CV)CY2180$25.00$54,500.00 ## 32 SELECT TOP SOIL BORROW (LV)CY450$45.00$20,250.00 ## 33 GEOTEXTILE FABRIC, TYPE VSY3025$3.00$9,075.00 ## 34 GEOGRIDSY500$5.00$2,500.00 ## 35 AGGREGATE BASE, CLASS 5, 100% CRUSHEDTN1350$30.00$40,500.00 ## ENGINEERS ESTIMATE ## 2026 DOWNTOWN RECONSTRUCTION PROJECT ## PROJECT NO. 193807606 2026 ## OPTION 2 ## PART 1 - STREET IMPROVEMENTS ## ENGINEER ESTIMATE.xlsx Page 69 of 185 No.ItemUnits Option 2 Qty Option 2 EE Unit Price Option 2 EE Total Price ## 36 3'' MINUSTN150$30.00$4,500.00 ## 37 WATER FOR DUST CONTROL1000 GAL50$100.00$5,000.00 ## 38 MILL BITUMINOUS PAVEMENT (VARIABLE DEPTH)SY125$25.00$3,125.00 ## 39 TYPE SP 9.5 WEARING COURSE (2,C)TN595$100.00$59,500.00 ## 40 BITUMINOUS DRIVEWAY REPAIRSF820$7.50$6,150.00 ## 41 BITUMINOUS WEDGE FOR PLOW PROTECTIONTN40$250.00$10,000.00 ## 42 BITUMINOUS MATERIAL FOR TACK COATGAL320$7.00$2,240.00 ## 43 4" PERFORATED POLYETHYLENE PIPELF1290$10.00$12,900.00 ## 44 4" PERFORATED PVC DRAIN TILE, SCHEDULE SDR 26LF150$25.00$3,750.00 ## 45 CONNECT TO EXISTING DRAIN TILEEA7$250.00$1,750.00 ## 46 CONNECT DRAIN TILE TO EXISTING STORM STRUCTUREEA6$500.00$3,000.00 ## 47 INSTALL 4" UTILITY CONDUITLF90$25.00$2,250.00 ## 48 INSTALL 2" UTILITY CONDUITLF90$25.00$2,250.00 ## 49 POTHOLE EXISTING UTILITYEA5$600.00$3,000.00 ## 50 4" CONCRETE SIDEWALKSF5823$12.00$69,876.00 ## 51 B612 MODIFIED PARK BOARD CONCRETE CURB AND GUTTERLF1325$32.00$42,400.00 ## 52 V-CURBLF50$45.00$2,250.00 ## 53 REMOVE AND REPLACE CURB AND GUTTERLF100$65.00$6,500.00 ## 54 CONCRETE STEPSEA4$1,000.00$4,000.00 ## 55 6" CONCRETE DRIVEWAY REPAIRSF3075$16.00$49,200.00 ## 56 CONCRETE PEDESTRIAN CURB RAMPSF890$20.00$17,800.00 ## 57 TRUNCATED DOME PANELSF140$120.00$16,800.00 ## 58 JOINT SEALINGLF250$10.00$2,500.00 ## 59 BRIDGE SIDEWALK RETROFITLS0$15,000.00$0.00 ## 60 KENTUCKY COFFEETREE, 2" CAL. B&BEA7$800.00$5,600.00 ## 61 SWAMP WHITE OAK, 2" CAL. B&BEA7$800.00$5,600.00 ## 62 AMERICAN SENTRY LINDEN, 2" CAL. B&BEA7$800.00$5,600.00 ## 63 SIENNA GLEN MAPLE, 2" CAL. B&BEA8$800.00$6,400.00 ## 64 AUTUMN BLAZE MAPLE, 2" CAL. B&BEA8$800.00$6,400.00 ## 65 SIGN PANELS, TYPE CSF60$90.00$5,400.00 ## 66 PROTECTION OF CATCH BASIN IN STREET (BEFORE CURB)EA25$150.00$3,750.00 ## 67 PROTECTION OF CATCH BASIN IN STREET (AFTER CURB)EA5$150.00$750.00 ## 68 SODDING, LAWN TYPESY2000$10.00$20,000.00 ## 69 HYDRAULIC SOIL STABILIZER TYPE 6SY900$2.00$1,800.00 ## 70 WATER FOR TURF ESTABLISHMENTMGAL250$75.00$18,750.00 ## 71 SILT FENCELF100$5.00$500.00 ## 72 BIOLOGLF1325$5.00$6,625.00 ## 73 LANDSCAPE RESTORATIONLS1$10,000.00$10,000.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 1 - STREET IMPROVEMENTS $913,506.00 10% Contingency $91,350.60 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 1 - STREET IMPROVEMENTS$1,004,856.60 ## 25% Engineering, Administration, Legal$251,214.15 ## TOTAL ESTIMATED PROJECT COSTS PART 1 - STREET IMPROVEMENTS$1,256,000.00 ## ENGINEER ESTIMATE.xlsx Page 70 of 185 No.ItemUnits Option 2 Qty Option 2 EE Unit Price Option 2 EE Total Price ## PART 2 - STORM SEWER IMPROVEMENTS ## 74 15" RCP STORM SEWER, CLASS 5LF100$100.00$10,000.00 ## 75 18" RCP STORM SEWER, CLASS 5LF50$115.00$5,750.00 ## 76 24" RCP STORM SEWER, CLASS 3LF50$150.00$7,500.00 ## 77 2' X 3' CB, INCL R-3067-V CSTG AND CONC ADJ RINGSEA3$3,200.00$9,600.00 ## 78 4' DIA STORM SEWER CBMH, INCLUDING R-3067-V CSTG AND CONC ADJ ## RINGS ## EA2$5,000.00$10,000.00 ## 79 CONNECT TO EXISTING STORM SEWEREA2$2,000.00$4,000.00 ## CONNECT TO EXISTING STORM MANHOLEEA3$3,500.00$10,500.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 2 - STORM SEWER IMPROVEMENTS $57,350.00 10% Contingency $5,735.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 2 - STORM SEWER ## IMPROVEMENTS $63,085.00 ## 25% Engineering, Administration, Legal$15,771.25 ## TOTAL ESTIMATED PROJECT COSTS PART 2 - STORM SEWER IMPROVEMENTS$79,000.00 ## PART 3 - WATER MAIN IMPROVEMENTS ## 80 INSTALL HYDRANTEA2$7,500.00$15,000.00 ## 81 INSTALL TEMPORARY HYDRANTEA1$5,000.00$5,000.00 ## 82 INSTALL TEMPORARY GATE VALVEEA1$2,500.00$2,500.00 ## 83 CONNECT TO EXISTING WATER MAINEA5$600.00$3,000.00 ## 84 6" GATE VALVE AND BOXEA2$3,200.00$6,400.00 ## 85 8" GATE VALVE AND BOXEA4$4,000.00$16,000.00 ## 86 6" PVC WATER MAIN, DR-18LF35$60.00$2,100.00 ## 87 8" PVC WATER MAIN, DR-18LF625$70.00$43,750.00 ## 88 18'' CASING JACKEDLF0$800.00$0.00 ## 89 INSULATION, 4" THICKSY20$50.00$1,000.00 ## 90 DUCTILE IRON FITTINGSLB665$15.00$9,975.00 ## 91 IMPROVED PIPE FOUNDATION, PER 6" INCREMENTLF700$7.00$4,900.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 3 - WATER MAIN IMPROVEMENTS $109,625.00 10% Contingency $10,962.50 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 3 - WATER MAIN ## IMPROVEMENTS $120,587.50 ## 25% Engineering, Administration, Legal$30,146.88 ## TOTAL ESTIMATED PROJECT COSTS PART 3 - WATER MAIN IMPROVEMENTS$150,500.00 ## ENGINEER ESTIMATE.xlsx Page 71 of 185 No.ItemUnits Option 2 Qty Option 2 EE Unit Price Option 2 EE Total Price ## PART 4 - WATER SERVICES ## 92 TEMPORARY WATER MAINLS1$15,000.00$15,000.00 ## 93 CONNECT TO EXISTING WATER SERVICEEA6$1,000.00$6,000.00 ## 94 1" CURB STOP AND BOXEA6$1,500.00$9,000.00 ## 95 1" CORPORATION STOP WITH 8" SADDLEEA6$1,500.00$9,000.00 ## 96 1" POLY WATER SERVICELF250$50.00$12,500.00 ## 97 1'' POLY WATER SERVICE DIRECTIONALLY DRILLEDLF100$150.00$15,000.00 ## 98 PLUMBED CONNECTIONEA2$2,500.00$5,000.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 4 - WATER SERVICES IMPROVEMENTS $71,500.00 10% Contingency $7,150.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 4 - WATER SERVICES ## IMPROVEMENTS $78,650.00 ## 25% Engineering, Administration, Legal$19,662.50 ## TOTAL ESTIMATED PROJECT COSTS PART 4 - WATER SERVICES IMPROVEMENTS$98,500.00 ## PART 5 - SANITARY SEWER IMPROVEMENTS ## 99 CONNECT TO EXISTING SANITARY SEWER PIPEEA1$5,000.00$5,000.00 ## 100 CONNECT TO EXISTING SANITARY SEWER MANHOLEEA2$10,000.00$20,000.00 ## 101 BYPASS PUMPINGLS1$10,000.00$10,000.00 ## 102 4' DIAMETER SANITARY MH, INCL R-1642-B CSTG AND CONC ADJ RINGSEA2$10,000.00$20,000.00 ## 103 4' DIAMETER SANITARY MANHOLE OVERDEPTHLF5$800.00$4,000.00 ## 104 8" PVC SANITARY SEWER, SDR 26LF450$90.00$40,500.00 ## 105 18'' CASING JACKEDLF0$800.00$0.00 ## 106 8'' X 4'' WYEEA5$750.00$3,750.00 ## 107 8'' X 6'' WYEEA1$750.00$750.00 ## 108 IMPROVED PIPE FOUNDATION, PER 6" INCREMENTLF1700$8.00$13,600.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 5 - SANITARY SEWER IMPROVEMENTS $117,600.00 10% Contingency $11,760.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 5 - SANITARY SEWER ## IMPROVEMENTS $129,360.00 ## 25% Engineering, Administration, Legal$32,340.00 ## TOTAL ESTIMATED PROJECT COSTS PART 5 - SANITARY SEWER IMPROVEMENTS$161,500.00 ## ENGINEER ESTIMATE.xlsx Page 72 of 185 No.ItemUnits Option 2 Qty Option 2 EE Unit Price Option 2 EE Total Price ## PART 6 - SANITARY SEWER SERVICES ## 109 RECONNECT SANITARY SEWER SERVICEEA6$1,250.00$7,500.00 ## 110 CLEANOUTEA4$500.00$2,000.00 ## 111 4" PVC, SCH. 40 SERVICE PIPELF265$60.00$15,900.00 ## 112 4" PVC, SCH. 40 RISER PIPELF18$75.00$1,350.00 ## 113 4" PVC, SCH.40 - ROW TO HOUSE OPEN CUTLF75$150.00$11,250.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 6 - SANITARY SEWER SERVICES IMPROVEMENTS $38,000.00 10% Contingency $3,800.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 6 - SANITARY SEWER SERVICES ## IMPROVEMENTS $41,800.00 ## 25% Engineering, Administration, Legal$10,450.00 ## TOTAL ESTIMATED PROJECT COSTS PART 6 - SANITARY SEWER SERVICE ## IMPROVEMENTS $52,500.00 ## PART 7 - CHANNEL IMPROVEMENTS ## 114 CLEAR AND GRUBLS0.2$26,000.00$5,200.00 115 REMOVE 3rd STREET BRIDGE (L4966)LS1$50,000.00$50,000.00 ## 116 REMOVE HICKORY STREET BRIDGE (10522)LS0$60,000.00$0.00 ## 117 REMOVE STORM SEWER PIPELF8$25.00$200.00 ## 118 REMOVE RETAINING WALLSF100$30.00$3,000.00 ## 119 REMOVE FENCELF0$20.00$0.00 ## 120 REMOVE AND REPLACE FENCELF0$50.00$0.00 ## 121 REMOVE CURB AND GUTTERLF0$10.00$0.00 ## 122 REMOVE CONCRETE SIDEWALKSY0$10.00$0.00 ## 123 REMOVE BITUMINOUS PAVEMENTSY0$20.00$0.00 ## 124 REMOVE CONCRETE DRIVEWAYSY0$20.00$0.00 ## 125 REMOVE BITUMINOUS DRIVEWAYSY0$10.00$0.00 ## 126 REMOVE SIGNEA0$100.00$0.00 ## 127 SAW CUT BITUMINOUS PAVEMENTLF0$6.00$0.00 ## 128 SAW CUT CONCRETE PAVEMENTLF0$10.00$0.00 ## 129 ADJUST SANITARY SEWER CASTINGEA0$1,000.00$0.00 ## 130 SALVAGE AND REINSTALL STORM PIPELF40$30.00$1,200.00 ## 131 MUCK/RIP RAP EXCAVATION (EV)CY225$30.00$6,750.00 ## 132 COMMON EMBANKMENT (CV)CY885$10.00$8,850.00 ## 133 GRANULAR BORROW (CV)CY75$45.00$3,375.00 ## 134 SELECT GRANULAR BORROWCY0$25.00$0.00 ## 135 CLASS 5, 100% CRUSHEDTN0$35.00$0.00 ## 136 IMPROVED PIPE FOUNDATIONCY75$50.00$3,750.00 ## 137 48" FLARED END SECTIONEA2$7,500.00$15,000.00 ## 138 60'' FLARED END SECTIONEA0$10,000.00$0.00 ## 139 18'' RCP STORM SEWER, CLASS 3LF 0$100.00$0.00 ## 140 21'' RCP STORM SEWER, CLASS 3LF0$120.00$0.00 ## 141 24" RCP STORM SEWER, CLASS 3LF8$150.00$1,200.00 ## 142 36'' RCP STORM SEWER, CLASS 3LF0$200.00$0.00 ## 143 48" RCP STORM SEWER, CLASS 3LF140$275.00$38,500.00 ## 144 60'' RCP STORM SEWER, CLASS 3LF0$500.00$0.00 ## ENGINEER ESTIMATE.xlsx Page 73 of 185 No.ItemUnits Option 2 Qty Option 2 EE Unit Price Option 2 EE Total Price ## 145 8" PERFORATED PVC DRAIN TILE, SDR 35LF280$35.00$9,800.00 ## 146 8'' CLEAN OUTEA2$800.00$1,600.00 147 4'' PE DraintileEA0$25.00$0.00 ## 148 CONNECT TO EXISTING DRAINTILEEA0$250.00$0.00 ## 149 DRAIN TILE HEADWALLEA2$1,000.00$2,000.00 ## 150 4' DIA STORM CBMH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA0$5,000.00$0.00 ## 151 5' DIA STORM CBMH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA0$7,500.00$0.00 ## 152 7' DIA STORM CBMH, INCL R-1642-B CSTG AND CONC ADJ RINGSEA0$10,000.00$0.00 ## 153 8' DIA STORM SEWER CBMH, INC R-4341-A, CSTG AND CONC ADJ RINGSEA0$12,000.00$0.00 ## 154 9' DIA STORM SEWER CBMH, INC R-3290-VB, CSTG AND CONC ADJ RINGSEA1$15,000.00$15,000.00 ## 155 10' DIA STORM MH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA0$17,000.00$0.00 ## 156 CONNECT TO EXISTING STORM SEWEREA1$2,500.00$2,500.00 ## 157 GEOTEXTILE FABRIC-RIP RAPSY40$5.00$200.00 ## 158 GEOTEXTILE FABRIC-PIPE BEDDINGSY125$5.00$625.00 ## 159 GEOTEXTILE FABRIC-ROADWAYSY0$5.00$0.00 ## 160 CLASS IV RANDOM RIPRAPCY20$75.00$1,500.00 ## 161 TYPE SP 9.5 WEARING COURSE (2,C)TN0$180.00$0.00 ## 162 BITUMINOUS DRIVEWAY REPAIRSF0$7.50$0.00 ## 163 TACK COATGAL0$0.00$0.00 ## 164 B612 MODIFIED PARK BOARD CONCRETE CURB AND GUTTERLF0$35.00$0.00 ## 165 4'' WALKSF0$12.00$0.00 ## 166 6" CONCRETE DRIVEWAY REPAIRSF0$16.00$0.00 ## 167 CONCRETE PEDESTRIAN CURB RAMPSF0$20.00$0.00 ## 168 TRUNCATED DOMESSF0$120.00$0.00 ## 169 SILT FENCE, MACHINE SLICEDLF50$5.00$250.00 ## 170 ROCK DITCH CHECKEA1$1,000.00$1,000.00 ## 171 BIOROLLLF200$5.00$1,000.00 ## 172 PROTECTION OF CATCH BASIN, NON-STREETEA0$150.00$0.00 ## 173 COMMON TOPSOIL BORROW (LV)CY50$55.00$2,750.00 ## 174 TEMPORARY SEDIMENT TRAPEA1$1,500.00$1,500.00 ## 175 TEMPORARY CONSTRUCTION ENTRANCEEA0$1,500.00$0.00 ## 176 SEEDINGAC0.1$1,000.00$100.00 ## 177 SOUTHERN BOULEVARD SEED MIXLB50$5.00$250.00 ## 178 EROSION CONTROL BLANKETS,CATEGORY 20SY100$3.00$300.00 ## 179 TRMSY25$30.00$750.00 ## 180 HYDRAULIC SOIL STABILIZER SFMSY0$4.00$0.00 ## 181 WATER FOR TURF ESTABLISHMENT1000 GAL20$75.00$1,500.00 ## 182 KENTUCKY COFFEETREE, 2" CAL. B&BEA0$800.00$0.00 ## ENGINEER ESTIMATE.xlsx Page 74 of 185 No.ItemUnits Option 2 Qty Option 2 EE Unit Price Option 2 EE Total Price ## 183 SWAMP WHITE OAK, 2" CAL. B&BEA0$800.00$0.00 ## 184 AMERICAN SENTRY LINDEN, 2" CAL. B&BEA0$800.00$0.00 ## 185 SIENNA GLEN MAPLE, 2" CAL. B&BEA0$800.00$0.00 ## 186 AUTUMN BLAZE MAPLE, 2" CAL. B&BEA0$800.00$0.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 7 - CHANNEL IMPROVEMENTS $179,650.00 10% Contingency $17,965.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 7 - CHANNEL IMPROVEMENTS$197,615.00 ## 25% Engineering, Administration, Legal$49,403.75 ## TOTAL ESTIMATED PROJECT COSTS PART 7 - CHANNEL IMPROVEMENTS$247,000.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 1 - STREET IMPROVEMENTS$1,004,856.60 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 2 - STORM SEWER ## IMPROVEMENTS $63,085.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 3 - WATER MAIN ## IMPROVEMENTS $120,587.50 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 4 - WATER SERVICES ## IMPROVEMENTS $78,650.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 5 - SANITARY SEWER ## IMPROVEMENTS $129,360.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 6 - SANITARY SEWER SERVICES ## IMPROVEMENTS $41,800.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 7 - CHANNEL IMPROVEMENTS$197,615.00 ## TOTAL ESTIMATED CONSTRUCTION COSTSOPTION 2$1,635,954.10 ## ESTIMATED PROJECT COSTS SUMMARY ## TOTAL ESTIMATED PROJECT COSTS PART 1 - STREET IMPROVEMENTS$1,256,000.00 ## TOTAL ESTIMATED PROJECT COSTS PART 2 - STORM SEWER IMPROVEMENTS$79,000.00 ## TOTAL ESTIMATED PROJECT COSTS PART 3 - WATER MAIN IMPROVEMENTS$150,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 4 - WATER SERVICES IMPROVEMENTS$98,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 5 - SANITARY SEWER IMPROVEMENTS$161,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 6 - SANITARY SEWER SERVICE ## IMPROVEMENTS $52,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 7 - CHANNEL IMPROVEMENTS$247,000.00 ## TOTAL ESTIMATED PROJECT COSTS SUMMARYOPTION 2$2,045,000.00 ## ENGINEER ESTIMATE.xlsx Page 75 of 185 No.ItemUnitsOption 3 QtyOption 3 EE Unit Price Option 3 EE Total Price ## 1 MOBILIZATIONLS1$95,200.00$95,200.00 ## 2 TRAFFIC CONTROLLS1$20,000.00$20,000.00 ## 3 TEMPORARY MAILBOXEA8$250.00$2,000.00 ## 4 STREET SWEEPER WITH PICK UP BROOM WITH OPERATORHR120$175.00$21,000.00 ## 5 CLEAR AND GRUBTREE16$750.00$12,000.00 ## 6 TREE TRIMMINGHR5$250.00$1,250.00 ## 7 SAWING BITUMINOUS PAVEMENTLF375$6.00$2,250.00 ## 8 SAWING CONCRETE PAVEMENTLF144$10.00$1,440.00 ## 9 REMOVE BITUMINOUS PAVEMENTSY3650$7.00$25,550.00 ## 10 REMOVE BITUMINOUS DRIVEWAYSY100$12.00$1,200.00 ## 11 REMOVE CONCRETE DRIVEWAY PAVEMENTSY260$12.00$3,120.00 ## 12 REMOVE CONCRETE SIDEWALKSY500$8.00$4,000.00 ## 13 REMOVE CONCRETE CURB AND GUTTERLF705$6.00$4,230.00 ## 14 REMOVE STORM SEWER PIPELF225$25.00$5,625.00 ## 15 REMOVE WATER MAINLF660$15.00$9,900.00 ## 16 REMOVE SANITARY SEWER PIPELF425$15.00$6,375.00 ## 17 REMOVE SIGNEA6$100.00$600.00 ## 18 ABANDON WATERMAIN PIPELF75$25.00$1,875.00 ## 19 REMOVE STORM SEWER MANHOLE OR CATCH BASINEA7$1,000.00$7,000.00 ## 20 REMOVE SANITARY SEWER MANHOLEEA2$1,500.00$3,000.00 ## 21 TEMPORARY ROCK CONSTRUCTION ENTERANCEEA4$1,500.00$6,000.00 ## 22 SALVAGE HYDRANTEA2$1,000.00$2,000.00 ## 23 SALVAGE EXISTING LANDSCAPE BOULDERSLS1$500.00$500.00 ## 24 SALVAGE WOODEN FENCELF100$50.00$5,000.00 ## 25 ADJUST FRAME AND RING CASTINGEA3$1,200.00$3,600.00 ## 26 FURNISH AND INSTALL NEW CASTING FOR CURB BOX IN DRIVEWAYEA4$1,000.00$4,000.00 ## 27 COMMON EXCAVATION (EV)CY1960$40.00$78,400.00 ## 28 SUBGRADE EXCAVATION (EV)CY175$40.00$7,000.00 ## 29 ROCK EXCAVATIONCY50$25.00$1,250.00 ## 30 HAUL AND STOCK PILE ROCKCY50$20.00$1,000.00 ## 31 SELECT GRANULAR BORROW (CV)CY2180$25.00$54,500.00 ## 32 SELECT TOP SOIL BORROW (LV)CY450$45.00$20,250.00 ## 33 GEOTEXTILE FABRIC, TYPE VSY3025$3.00$9,075.00 ## 34 GEOGRIDSY500$5.00$2,500.00 ## 35 AGGREGATE BASE, CLASS 5, 100% CRUSHEDTN1350$30.00$40,500.00 ## ENGINEERS ESTIMATE ## 2026 DOWNTOWN RECONSTRUCTION PROJECT ## PROJECT NO. 193807606 2026 ## OPTION 3 ## PART 1 - STREET IMPROVEMENTS ## ENGINEER ESTIMATE.xlsx Page 76 of 185 No.ItemUnitsOption 3 QtyOption 3 EE Unit Price Option 3 EE Total Price ## 36 3'' MINUSTN150$30.00$4,500.00 ## 37 WATER FOR DUST CONTROL1000 GAL50$100.00$5,000.00 ## 38 MILL BITUMINOUS PAVEMENT (VARIABLE DEPTH)SY125$25.00$3,125.00 ## 39 TYPE SP 9.5 WEARING COURSE (2,C)TN595$100.00$59,500.00 ## 40 BITUMINOUS DRIVEWAY REPAIRSF820$7.50$6,150.00 ## 41 BITUMINOUS WEDGE FOR PLOW PROTECTIONTN40$250.00$10,000.00 ## 42 BITUMINOUS MATERIAL FOR TACK COATGAL320$7.00$2,240.00 ## 43 4" PERFORATED POLYETHYLENE PIPELF1290$10.00$12,900.00 ## 44 4" PERFORATED PVC DRAIN TILE, SCHEDULE SDR 26LF150$25.00$3,750.00 ## 45 CONNECT TO EXISTING DRAIN TILEEA7$250.00$1,750.00 ## 46 CONNECT DRAIN TILE TO EXISTING STORM STRUCTUREEA6$500.00$3,000.00 ## 47 INSTALL 4" UTILITY CONDUITLF90$25.00$2,250.00 ## 48 INSTALL 2" UTILITY CONDUITLF90$25.00$2,250.00 ## 49 POTHOLE EXISTING UTILITYEA5$600.00$3,000.00 ## 50 4" CONCRETE SIDEWALKSF5823$12.00$69,876.00 ## 51 B612 MODIFIED PARK BOARD CONCRETE CURB AND GUTTERLF1325$32.00$42,400.00 ## 52 V-CURBLF50$45.00$2,250.00 ## 53 REMOVE AND REPLACE CURB AND GUTTERLF100$65.00$6,500.00 ## 54 CONCRETE STEPSEA4$1,000.00$4,000.00 ## 55 6" CONCRETE DRIVEWAY REPAIRSF3075$16.00$49,200.00 ## 56 CONCRETE PEDESTRIAN CURB RAMPSF890$20.00$17,800.00 ## 57 TRUNCATED DOME PANELSF140$120.00$16,800.00 ## 58 JOINT SEALINGLF250$10.00$2,500.00 ## 59 BRIDGE SIDEWALK RETROFITLS0$15,000.00$0.00 ## 60 KENTUCKY COFFEETREE, 2" CAL. B&BEA7$800.00$5,600.00 ## 61 SWAMP WHITE OAK, 2" CAL. B&BEA7$800.00$5,600.00 ## 62 AMERICAN SENTRY LINDEN, 2" CAL. B&BEA7$800.00$5,600.00 ## 63 SIENNA GLEN MAPLE, 2" CAL. B&BEA8$800.00$6,400.00 ## 64 AUTUMN BLAZE MAPLE, 2" CAL. B&BEA8$800.00$6,400.00 ## 65 SIGN PANELS, TYPE CSF60$90.00$5,400.00 ## 66 PROTECTION OF CATCH BASIN IN STREET (BEFORE CURB)EA25$150.00$3,750.00 ## 67 PROTECTION OF CATCH BASIN IN STREET (AFTER CURB)EA5$150.00$750.00 ## 68 SODDING, LAWN TYPESY2000$10.00$20,000.00 ## 69 HYDRAULIC SOIL STABILIZER TYPE 6SY900$2.00$1,800.00 ## 70 WATER FOR TURF ESTABLISHMENTMGAL250$75.00$18,750.00 ## 71 SILT FENCELF100$5.00$500.00 ## 72 BIOLOGLF1325$5.00$6,625.00 ## 73 LANDSCAPE RESTORATIONLS1$10,000.00$10,000.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 1 - STREET IMPROVEMENTS $891,106.00 10% Contingency $89,110.60 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 1 - STREET IMPROVEMENTS$980,216.60 ## 25% Engineering, Administration, Legal$245,054.15 ## TOTAL ESTIMATED PROJECT COSTS PART 1 - STREET IMPROVEMENTS$1,225,500.00 ## ENGINEER ESTIMATE.xlsx Page 77 of 185 No.ItemUnitsOption 3 QtyOption 3 EE Unit Price Option 3 EE Total Price ## PART 2 - STORM SEWER IMPROVEMENTS ## 74 15" RCP STORM SEWER, CLASS 5LF100$100.00$10,000.00 ## 75 18" RCP STORM SEWER, CLASS 5LF50$115.00$5,750.00 ## 76 24" RCP STORM SEWER, CLASS 3LF50$150.00$7,500.00 ## 77 2' X 3' CB, INCL R-3067-V CSTG AND CONC ADJ RINGSEA3$3,200.00$9,600.00 ## 78 4' DIA STORM SEWER CBMH, INCLUDING R-3067-V CSTG AND CONC ADJ ## RINGS ## EA2$5,000.00$10,000.00 ## 79 CONNECT TO EXISTING STORM SEWEREA2$2,000.00$4,000.00 ## CONNECT TO EXISTING STORM MANHOLEEA3$3,500.00$10,500.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 2 - STORM SEWER IMPROVEMENTS $57,350.00 10% Contingency $5,735.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 2 - STORM SEWER ## IMPROVEMENTS $63,085.00 ## 25% Engineering, Administration, Legal$15,771.25 ## TOTAL ESTIMATED PROJECT COSTS PART 2 - STORM SEWER IMPROVEMENTS$79,000.00 ## PART 3 - WATER MAIN IMPROVEMENTS ## 80 INSTALL HYDRANTEA2$7,500.00$15,000.00 ## 81 INSTALL TEMPORARY HYDRANTEA1$5,000.00$5,000.00 ## 82 INSTALL TEMPORARY GATE VALVEEA1$2,500.00$2,500.00 ## 83 CONNECT TO EXISTING WATER MAINEA5$600.00$3,000.00 ## 84 6" GATE VALVE AND BOXEA2$3,200.00$6,400.00 ## 85 8" GATE VALVE AND BOXEA4$4,000.00$16,000.00 ## 86 6" PVC WATER MAIN, DR-18LF35$60.00$2,100.00 ## 87 8" PVC WATER MAIN, DR-18LF625$70.00$43,750.00 ## 88 18'' CASING JACKEDLF0$800.00$0.00 ## 89 INSULATION, 4" THICKSY20$50.00$1,000.00 ## 90 DUCTILE IRON FITTINGSLB665$15.00$9,975.00 ## 91 IMPROVED PIPE FOUNDATION, PER 6" INCREMENTLF700$7.00$4,900.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 3 - WATER MAIN IMPROVEMENTS $109,625.00 10% Contingency $10,962.50 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 3 - WATER MAIN ## IMPROVEMENTS $120,587.50 ## 25% Engineering, Administration, Legal$30,146.88 ## TOTAL ESTIMATED PROJECT COSTS PART 3 - WATER MAIN IMPROVEMENTS$150,500.00 ## ENGINEER ESTIMATE.xlsx Page 78 of 185 No.ItemUnitsOption 3 QtyOption 3 EE Unit Price Option 3 EE Total Price ## PART 4 - WATER SERVICES ## 92 TEMPORARY WATER MAINLS1$15,000.00$15,000.00 ## 93 CONNECT TO EXISTING WATER SERVICEEA6$1,000.00$6,000.00 ## 94 1" CURB STOP AND BOXEA6$1,500.00$9,000.00 ## 95 1" CORPORATION STOP WITH 8" SADDLEEA6$1,500.00$9,000.00 ## 96 1" POLY WATER SERVICELF250$50.00$12,500.00 ## 97 1'' POLY WATER SERVICE DIRECTIONALLY DRILLEDLF100$150.00$15,000.00 ## 98 PLUMBED CONNECTIONEA2$2,500.00$5,000.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 4 - WATER SERVICES IMPROVEMENTS $71,500.00 10% Contingency $7,150.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 4 - WATER SERVICES ## IMPROVEMENTS $78,650.00 ## 25% Engineering, Administration, Legal$19,662.50 ## TOTAL ESTIMATED PROJECT COSTS PART 4 - WATER SERVICES IMPROVEMENTS$98,500.00 ## PART 5 - SANITARY SEWER IMPROVEMENTS ## 99 CONNECT TO EXISTING SANITARY SEWER PIPEEA1$5,000.00$5,000.00 ## 100 CONNECT TO EXISTING SANITARY SEWER MANHOLEEA2$10,000.00$20,000.00 ## 101 BYPASS PUMPINGLS1$10,000.00$10,000.00 ## 102 4' DIAMETER SANITARY MH, INCL R-1642-B CSTG AND CONC ADJ RINGSEA2$10,000.00$20,000.00 ## 103 4' DIAMETER SANITARY MANHOLE OVERDEPTHLF5$800.00$4,000.00 ## 104 8" PVC SANITARY SEWER, SDR 26LF450$90.00$40,500.00 ## 105 18'' CASING JACKEDLF0$800.00$0.00 ## 106 8'' X 4'' WYEEA5$750.00$3,750.00 ## 107 8'' X 6'' WYEEA1$750.00$750.00 ## 108 IMPROVED PIPE FOUNDATION, PER 6" INCREMENTLF1700$8.00$13,600.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 5 - SANITARY SEWER IMPROVEMENTS $117,600.00 10% Contingency $11,760.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 5 - SANITARY SEWER ## IMPROVEMENTS $129,360.00 ## 25% Engineering, Administration, Legal$32,340.00 ## TOTAL ESTIMATED PROJECT COSTS PART 5 - SANITARY SEWER IMPROVEMENTS$161,500.00 ## ENGINEER ESTIMATE.xlsx Page 79 of 185 No.ItemUnitsOption 3 QtyOption 3 EE Unit Price Option 3 EE Total Price ## PART 6 - SANITARY SEWER SERVICES ## 109 RECONNECT SANITARY SEWER SERVICEEA6$1,250.00$7,500.00 ## 110 CLEANOUTEA4$500.00$2,000.00 ## 111 4" PVC, SCH. 40 SERVICE PIPELF265$60.00$15,900.00 ## 112 4" PVC, SCH. 40 RISER PIPELF18$75.00$1,350.00 ## 113 4" PVC, SCH.40 - ROW TO HOUSE OPEN CUTLF75$150.00$11,250.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 6 - SANITARY SEWER SERVICES IMPROVEMENTS $38,000.00 10% Contingency $3,800.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 6 - SANITARY SEWER SERVICES ## IMPROVEMENTS $41,800.00 ## 25% Engineering, Administration, Legal$10,450.00 ## TOTAL ESTIMATED PROJECT COSTS PART 6 - SANITARY SEWER SERVICE ## IMPROVEMENTS $52,500.00 ## PART 7 - CHANNEL IMPROVEMENTS ## 114 CLEAR AND GRUBLS0.8$26,000.00$20,800.00 115 REMOVE 3rd STREET BRIDGE (L4966)LS1$50,000.00$50,000.00 ## 116 REMOVE HICKORY STREET BRIDGE (10522)LS0$60,000.00$0.00 ## 117 REMOVE STORM SEWER PIPELF20$25.00$500.00 ## 118 REMOVE RETAINING WALLSF920$30.00$27,600.00 ## 119 REMOVE FENCELF0$20.00$0.00 ## 120 REMOVE AND REPLACE FENCELF0$50.00$0.00 ## 121 REMOVE CURB AND GUTTERLF0$10.00$0.00 ## 122 REMOVE CONCRETE SIDEWALKSY0$10.00$0.00 ## 123 REMOVE BITUMINOUS PAVEMENTSY0$20.00$0.00 ## 124 REMOVE CONCRETE DRIVEWAYSY0$20.00$0.00 ## 125 REMOVE BITUMINOUS DRIVEWAYSY0$10.00$0.00 ## 126 REMOVE SIGNEA0$100.00$0.00 ## 127 SAW CUT BITUMINOUS PAVEMENTLF0$6.00$0.00 ## 128 SAW CUT CONCRETE PAVEMENTLF0$10.00$0.00 ## 129 ADJUST SANITARY SEWER CASTINGEA0$1,000.00$0.00 ## 130 SALVAGE AND REINSTALL STORM PIPELF40$30.00$1,200.00 ## 131 MUCK/RIP RAP EXCAVATION (EV)CY850$30.00$25,500.00 ## 132 COMMON EMBANKMENT (CV)CY2040$10.00$20,400.00 ## 133 GRANULAR BORROW (CV)CY305$45.00$13,725.00 ## 134 SELECT GRANULAR BORROWCY0$25.00$0.00 ## 135 CLASS 5, 100% CRUSHEDTN0$35.00$0.00 ## 136 IMPROVED PIPE FOUNDATIONCY300$50.00$15,000.00 ## 137 48" FLARED END SECTIONEA0$2,500.00$0.00 ## 138 60'' FLARED END SECTIONEA1$10,000.00$10,000.00 ## 139 18'' RCP STORM SEWER, CLASS 3LF 0$100.00$0.00 ## 140 21'' RCP STORM SEWER, CLASS 3LF0$120.00$0.00 ## 141 24" RCP STORM SEWER, CLASS 3LF8$34.00$272.00 ## 142 36'' RCP STORM SEWER, CLASS 3LF210$200.00$42,000.00 ## 143 48" RCP STORM SEWER, CLASS 3LF125$275.00$34,375.00 ## 144 60'' RCP STORM SEWER, CLASS 3LF215$500.00$107,500.00 ## ENGINEER ESTIMATE.xlsx Page 80 of 185 No.ItemUnitsOption 3 QtyOption 3 EE Unit Price Option 3 EE Total Price ## 145 8" PERFORATED PVC DRAIN TILE, SDR 35LF1050$35.00$36,750.00 ## 146 8'' CLEAN OUTEA6$800.00$4,800.00 147 4'' PE DraintileEA0$25.00$0.00 ## 148 CONNECT TO EXISTING DRAINTILEEA0$250.00$0.00 ## 149 DRAIN TILE HEADWALLEA2$1,000.00$2,000.00 ## 150 4' DIA STORM CBMH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA0$5,000.00$0.00 ## 151 5' DIA STORM CBMH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA1$7,500.00$7,500.00 ## 152 7' DIA STORM CBMH, INCL R-1642-B CSTG AND CONC ADJ RINGSEA1$10,000.00$10,000.00 ## 153 8' DIA STORM SEWER CBMH, INC R-4341-A, CSTG AND CONC ADJ RINGSEA1$12,000.00$12,000.00 ## 154 9' DIA STORM SEWER CBMH, INC R-3290-VB, CSTG AND CONC ADJ RINGSEA1$15,000.00$15,000.00 ## 155 10' DIA STORM MH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA0$17,000.00$0.00 ## 156 CONNECT TO EXISTING STORM SEWEREA2$2,500.00$5,000.00 ## 157 GEOTEXTILE FABRIC-RIP RAPSY40$5.00$200.00 ## 158 GEOTEXTILE FABRIC-PIPE BEDDINGSY500$5.00$2,500.00 ## 159 GEOTEXTILE FABRIC-ROADWAYSY0$5.00$0.00 ## 160 CLASS IV RANDOM RIPRAPCY40$75.00$3,000.00 ## 161 TYPE SP 9.5 WEARING COURSE (2,C)TN0$180.00$0.00 ## 162 BITUMINOUS DRIVEWAY REPAIRSF0$7.50$0.00 ## 163 TACK COATGAL0$0.00$0.00 ## 164 B612 MODIFIED PARK BOARD CONCRETE CURB AND GUTTERLF0$35.00$0.00 ## 165 4'' WALKSF0$12.00$0.00 ## 166 6" CONCRETE DRIVEWAY REPAIRSF0$16.00$0.00 ## 167 CONCRETE PEDESTRIAN CURB RAMPSF0$20.00$0.00 ## 168 TRUNCATED DOMESSF0$120.00$0.00 ## 169 SILT FENCE, MACHINE SLICEDLF500$5.00$2,500.00 ## 170 ROCK DITCH CHECKEA1$1,000.00$1,000.00 ## 171 BIOROLLLF200$5.00$1,000.00 ## 172 PROTECTION OF CATCH BASIN, NON-STREETEA0$150.00$0.00 ## 173 COMMON TOPSOIL BORROW (LV)CY305$55.00$16,775.00 ## 174 TEMPORARY SEDIMENT TRAPEA1$1,500.00$1,500.00 ## 175 TEMPORARY CONSTRUCTION ENTRANCEEA1$1,500.00$1,500.00 ## 176 SEEDINGAC0.3$1,000.00$300.00 ## 177 SOUTHERN BOULEVARD SEED MIXLB100$1,800.00$180,000.00 ## 178 EROSION CONTROL BLANKETS,CATEGORY 20SY475$3.00$1,425.00 ## 179 TRMSY0$30.00$0.00 ## 180 HYDRAULIC SOIL STABILIZER SFMSY1300$4.00$5,200.00 ## 181 WATER FOR TURF ESTABLISHMENT1000 GAL100$75.00$7,500.00 ## 182 KENTUCKY COFFEETREE, 2" CAL. B&BEA4$800.00$3,200.00 ## ENGINEER ESTIMATE.xlsx Page 81 of 185 No.ItemUnitsOption 3 QtyOption 3 EE Unit Price Option 3 EE Total Price ## 183 SWAMP WHITE OAK, 2" CAL. B&BEA4$800.00$3,200.00 ## 184 AMERICAN SENTRY LINDEN, 2" CAL. B&BEA4$800.00$3,200.00 ## 185 SIENNA GLEN MAPLE, 2" CAL. B&BEA4$800.00$3,200.00 ## 186 AUTUMN BLAZE MAPLE, 2" CAL. B&BEA4$800.00$3,200.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 7 - CHANNEL IMPROVEMENTS $702,322.00 10% Contingency $70,232.20 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 7 - CHANNEL IMPROVEMENTS$772,554.20 ## 25% Engineering, Administration, Legal$193,138.55 ## TOTAL ESTIMATED PROJECT COSTS PART 7 - CHANNEL IMPROVEMENTS$965,500.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 1 - STREET IMPROVEMENTS$980,216.60 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 2 - STORM SEWER ## IMPROVEMENTS $63,085.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 3 - WATER MAIN ## IMPROVEMENTS $120,587.50 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 4 - WATER SERVICES ## IMPROVEMENTS $78,650.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 5 - SANITARY SEWER ## IMPROVEMENTS $129,360.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 6 - SANITARY SEWER SERVICES ## IMPROVEMENTS $41,800.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 7 - CHANNEL IMPROVEMENTS$772,554.20 ## TOTAL ESTIMATED CONSTRUCTION COSTSOPTION 3$2,186,253.30 ## ESTIMATED PROJECT COSTS SUMMARY ## TOTAL ESTIMATED PROJECT COSTS PART 1 - STREET IMPROVEMENTS$1,225,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 2 - STORM SEWER IMPROVEMENTS$79,000.00 ## TOTAL ESTIMATED PROJECT COSTS PART 3 - WATER MAIN IMPROVEMENTS$150,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 4 - WATER SERVICES IMPROVEMENTS$98,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 5 - SANITARY SEWER IMPROVEMENTS$161,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 6 - SANITARY SEWER SERVICE ## IMPROVEMENTS $52,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 7 - CHANNEL IMPROVEMENTS$965,500.00 ## TOTAL ESTIMATED PROJECT COSTS SUMMARYOPTION 3$2,733,000.00 ## ENGINEER ESTIMATE.xlsx Page 82 of 185 No.ItemUnits Option 4 Qty Option 4 EE Unit Price Option 4 EE Total Price ## 1 MOBILIZATIONLS1$106,200.00$106,200.00 ## 2 TRAFFIC CONTROLLS1$20,000.00$20,000.00 ## 3 TEMPORARY MAILBOXEA8$250.00$2,000.00 ## 4 STREET SWEEPER WITH PICK UP BROOM WITH OPERATORHR120$175.00$21,000.00 ## 5 CLEAR AND GRUBTREE16$750.00$12,000.00 ## 6 TREE TRIMMINGHR5$250.00$1,250.00 ## 7 SAWING BITUMINOUS PAVEMENTLF375$6.00$2,250.00 ## 8 SAWING CONCRETE PAVEMENTLF144$10.00$1,440.00 ## 9 REMOVE BITUMINOUS PAVEMENTSY3650$7.00$25,550.00 ## 10 REMOVE BITUMINOUS DRIVEWAYSY100$12.00$1,200.00 ## 11 REMOVE CONCRETE DRIVEWAY PAVEMENTSY260$12.00$3,120.00 ## 12 REMOVE CONCRETE SIDEWALKSY500$8.00$4,000.00 ## 13 REMOVE CONCRETE CURB AND GUTTERLF705$6.00$4,230.00 ## 14 REMOVE STORM SEWER PIPELF225$25.00$5,625.00 ## 15 REMOVE WATER MAINLF660$15.00$9,900.00 ## 16 REMOVE SANITARY SEWER PIPELF425$15.00$6,375.00 ## 17 REMOVE SIGNEA6$100.00$600.00 ## 18 ABANDON WATERMAIN PIPELF75$25.00$1,875.00 ## 19 REMOVE STORM SEWER MANHOLE OR CATCH BASINEA7$1,000.00$7,000.00 ## 20 REMOVE SANITARY SEWER MANHOLEEA2$1,500.00$3,000.00 ## 21 TEMPORARY ROCK CONSTRUCTION ENTERANCEEA4$1,500.00$6,000.00 ## 22 SALVAGE HYDRANTEA2$1,000.00$2,000.00 ## 23 SALVAGE EXISTING LANDSCAPE BOULDERSLS1$500.00$500.00 ## 24 SALVAGE WOODEN FENCELF100$50.00$5,000.00 ## 25 ADJUST FRAME AND RING CASTINGEA3$1,200.00$3,600.00 ## 26 FURNISH AND INSTALL NEW CASTING FOR CURB BOX IN DRIVEWAYEA4$1,000.00$4,000.00 ## 27 COMMON EXCAVATION (EV)CY1100$40.00$44,000.00 ## 28 SUBGRADE EXCAVATION (EV)CY175$40.00$7,000.00 ## 29 ROCK EXCAVATIONCY50$25.00$1,250.00 ## 30 HAUL AND STOCK PILE ROCKCY50$20.00$1,000.00 ## 31 SELECT GRANULAR BORROW (CV)CY2180$25.00$54,500.00 ## 32 SELECT TOP SOIL BORROW (LV)CY450$45.00$20,250.00 ## 33 GEOTEXTILE FABRIC, TYPE VSY3025$3.00$9,075.00 ## 34 GEOGRIDSY500$5.00$2,500.00 ## 35 AGGREGATE BASE, CLASS 5, 100% CRUSHEDTN1350$30.00$40,500.00 ## ENGINEERS ESTIMATE ## 2026 DOWNTOWN RECONSTRUCTION PROJECT ## PROJECT NO. 193807606 2026 ## OPTION 4 ## PART 1 - STREET IMPROVEMENTS ## ENGINEER ESTIMATE.xlsx Page 83 of 185 No.ItemUnits Option 4 Qty Option 4 EE Unit Price Option 4 EE Total Price ## 36 3'' MINUSTN150$30.00$4,500.00 ## 37 WATER FOR DUST CONTROL1000 GAL50$100.00$5,000.00 ## 38 MILL BITUMINOUS PAVEMENT (VARIABLE DEPTH)SY125$25.00$3,125.00 ## 39 TYPE SP 9.5 WEARING COURSE (2,C)TN595$100.00$59,500.00 ## 40 BITUMINOUS DRIVEWAY REPAIRSF820$7.50$6,150.00 ## 41 BITUMINOUS WEDGE FOR PLOW PROTECTIONTN40$250.00$10,000.00 ## 42 BITUMINOUS MATERIAL FOR TACK COATGAL320$7.00$2,240.00 ## 43 4" PERFORATED POLYETHYLENE PIPELF1290$10.00$12,900.00 ## 44 4" PERFORATED PVC DRAIN TILE, SCHEDULE SDR 26LF150$25.00$3,750.00 ## 45 CONNECT TO EXISTING DRAIN TILEEA7$250.00$1,750.00 ## 46 CONNECT DRAIN TILE TO EXISTING STORM STRUCTUREEA6$500.00$3,000.00 ## 47 INSTALL 4" UTILITY CONDUITLF90$25.00$2,250.00 ## 48 INSTALL 2" UTILITY CONDUITLF90$25.00$2,250.00 ## 49 POTHOLE EXISTING UTILITYEA5$600.00$3,000.00 ## 50 4" CONCRETE SIDEWALKSF5823$12.00$69,876.00 ## 51 B612 MODIFIED PARK BOARD CONCRETE CURB AND GUTTERLF1325$32.00$42,400.00 ## 52 V-CURBLF50$45.00$2,250.00 ## 53 REMOVE AND REPLACE CURB AND GUTTERLF100$65.00$6,500.00 ## 54 CONCRETE STEPSEA4$1,000.00$4,000.00 ## 55 6" CONCRETE DRIVEWAY REPAIRSF3075$16.00$49,200.00 ## 56 CONCRETE PEDESTRIAN CURB RAMPSF890$20.00$17,800.00 ## 57 TRUNCATED DOME PANELSF140$120.00$16,800.00 ## 58 JOINT SEALINGLF250$10.00$2,500.00 ## 59 BRIDGE SIDEWALK RETROFITLS0$15,000.00$0.00 ## 60 KENTUCKY COFFEETREE, 2" CAL. B&BEA7$800.00$5,600.00 ## 61 SWAMP WHITE OAK, 2" CAL. B&BEA7$800.00$5,600.00 ## 62 AMERICAN SENTRY LINDEN, 2" CAL. B&BEA7$800.00$5,600.00 ## 63 SIENNA GLEN MAPLE, 2" CAL. B&BEA8$800.00$6,400.00 ## 64 AUTUMN BLAZE MAPLE, 2" CAL. B&BEA8$800.00$6,400.00 ## 65 SIGN PANELS, TYPE CSF60$90.00$5,400.00 ## 66 PROTECTION OF CATCH BASIN IN STREET (BEFORE CURB)EA25$150.00$3,750.00 ## 67 PROTECTION OF CATCH BASIN IN STREET (AFTER CURB)EA5$150.00$750.00 ## 68 SODDING, LAWN TYPESY2000$10.00$20,000.00 ## 69 HYDRAULIC SOIL STABILIZER TYPE 6SY900$2.00$1,800.00 ## 70 WATER FOR TURF ESTABLISHMENTMGAL250$75.00$18,750.00 ## 71 SILT FENCELF100$5.00$500.00 ## 72 BIOLOGLF1325$5.00$6,625.00 ## 73 LANDSCAPE RESTORATIONLS1$10,000.00$10,000.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 1 - STREET IMPROVEMENTS $867,706.00 10% Contingency $86,770.60 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 1 - STREET IMPROVEMENTS$954,476.60 ## 25% Engineering, Administration, Legal$238,619.15 ## TOTAL ESTIMATED PROJECT COSTS PART 1 - STREET IMPROVEMENTS$1,193,000.00 ## ENGINEER ESTIMATE.xlsx Page 84 of 185 No.ItemUnits Option 4 Qty Option 4 EE Unit Price Option 4 EE Total Price ## PART 2 - STORM SEWER IMPROVEMENTS ## 74 15" RCP STORM SEWER, CLASS 5LF100$100.00$10,000.00 ## 75 18" RCP STORM SEWER, CLASS 5LF50$115.00$5,750.00 ## 76 24" RCP STORM SEWER, CLASS 3LF50$150.00$7,500.00 ## 77 2' X 3' CB, INCL R-3067-V CSTG AND CONC ADJ RINGSEA3$3,200.00$9,600.00 ## 78 4' DIA STORM SEWER CBMH, INCLUDING R-3067-V CSTG AND CONC ADJ ## RINGS ## EA2$5,000.00$10,000.00 ## 79 CONNECT TO EXISTING STORM SEWEREA2$2,000.00$4,000.00 ## CONNECT TO EXISTING STORM MANHOLEEA3$3,500.00$10,500.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 2 - STORM SEWER IMPROVEMENTS $57,350.00 10% Contingency $5,735.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 2 - STORM SEWER ## IMPROVEMENTS $63,085.00 ## 25% Engineering, Administration, Legal$15,771.25 ## TOTAL ESTIMATED PROJECT COSTS PART 2 - STORM SEWER IMPROVEMENTS$79,000.00 ## PART 3 - WATER MAIN IMPROVEMENTS ## 80 INSTALL HYDRANTEA2$7,500.00$15,000.00 ## 81 INSTALL TEMPORARY HYDRANTEA1$5,000.00$5,000.00 ## 82 INSTALL TEMPORARY GATE VALVEEA1$2,500.00$2,500.00 ## 83 CONNECT TO EXISTING WATER MAINEA5$600.00$3,000.00 ## 84 6" GATE VALVE AND BOXEA2$3,200.00$6,400.00 ## 85 8" GATE VALVE AND BOXEA4$4,000.00$16,000.00 ## 86 6" PVC WATER MAIN, DR-18LF35$60.00$2,100.00 ## 87 8" PVC WATER MAIN, DR-18LF625$70.00$43,750.00 ## 88 18'' CASING JACKEDLF0$800.00$0.00 ## 89 INSULATION, 4" THICKSY20$50.00$1,000.00 ## 90 DUCTILE IRON FITTINGSLB665$15.00$9,975.00 ## 91 IMPROVED PIPE FOUNDATION, PER 6" INCREMENTLF700$7.00$4,900.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 3 - WATER MAIN IMPROVEMENTS $109,625.00 10% Contingency $10,962.50 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 3 - WATER MAIN ## IMPROVEMENTS $120,587.50 ## 25% Engineering, Administration, Legal$30,146.88 ## TOTAL ESTIMATED PROJECT COSTS PART 3 - WATER MAIN IMPROVEMENTS$150,500.00 ## ENGINEER ESTIMATE.xlsx Page 85 of 185 No.ItemUnits Option 4 Qty Option 4 EE Unit Price Option 4 EE Total Price ## PART 4 - WATER SERVICES ## 92 TEMPORARY WATER MAINLS1$15,000.00$15,000.00 ## 93 CONNECT TO EXISTING WATER SERVICEEA6$1,000.00$6,000.00 ## 94 1" CURB STOP AND BOXEA6$1,500.00$9,000.00 ## 95 1" CORPORATION STOP WITH 8" SADDLEEA6$1,500.00$9,000.00 ## 96 1" POLY WATER SERVICELF250$50.00$12,500.00 ## 97 1'' POLY WATER SERVICE DIRECTIONALLY DRILLEDLF100$150.00$15,000.00 ## 98 PLUMBED CONNECTIONEA2$2,500.00$5,000.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 4 - WATER SERVICES IMPROVEMENTS $71,500.00 10% Contingency $7,150.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 4 - WATER SERVICES ## IMPROVEMENTS $78,650.00 ## 25% Engineering, Administration, Legal$19,662.50 ## TOTAL ESTIMATED PROJECT COSTS PART 4 - WATER SERVICES IMPROVEMENTS$98,500.00 ## PART 5 - SANITARY SEWER IMPROVEMENTS ## 99 CONNECT TO EXISTING SANITARY SEWER PIPEEA1$5,000.00$5,000.00 ## 100 CONNECT TO EXISTING SANITARY SEWER MANHOLEEA2$10,000.00$20,000.00 ## 101 BYPASS PUMPINGLS1$10,000.00$10,000.00 ## 102 4' DIAMETER SANITARY MH, INCL R-1642-B CSTG AND CONC ADJ RINGSEA2$10,000.00$20,000.00 ## 103 4' DIAMETER SANITARY MANHOLE OVERDEPTHLF5$800.00$4,000.00 ## 104 8" PVC SANITARY SEWER, SDR 26LF450$90.00$40,500.00 ## 105 18'' CASING JACKEDLF0$800.00$0.00 ## 106 8'' X 4'' WYEEA5$750.00$3,750.00 ## 107 8'' X 6'' WYEEA1$750.00$750.00 ## 108 IMPROVED PIPE FOUNDATION, PER 6" INCREMENTLF1700$8.00$13,600.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 5 - SANITARY SEWER IMPROVEMENTS $117,600.00 10% Contingency $11,760.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 5 - SANITARY SEWER ## IMPROVEMENTS $129,360.00 ## 25% Engineering, Administration, Legal$32,340.00 ## TOTAL ESTIMATED PROJECT COSTS PART 5 - SANITARY SEWER IMPROVEMENTS$161,500.00 ## ENGINEER ESTIMATE.xlsx Page 86 of 185 No.ItemUnits Option 4 Qty Option 4 EE Unit Price Option 4 EE Total Price ## PART 6 - SANITARY SEWER SERVICES ## 109 RECONNECT SANITARY SEWER SERVICEEA6$1,250.00$7,500.00 ## 110 CLEANOUTEA4$500.00$2,000.00 ## 111 4" PVC, SCH. 40 SERVICE PIPELF265$60.00$15,900.00 ## 112 4" PVC, SCH. 40 RISER PIPELF18$75.00$1,350.00 ## 113 4" PVC, SCH.40 - ROW TO HOUSE OPEN CUTLF75$150.00$11,250.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 6 - SANITARY SEWER SERVICES IMPROVEMENTS $38,000.00 10% Contingency $3,800.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 6 - SANITARY SEWER SERVICES ## IMPROVEMENTS $41,800.00 ## 25% Engineering, Administration, Legal$10,450.00 ## TOTAL ESTIMATED PROJECT COSTS PART 6 - SANITARY SEWER SERVICE ## IMPROVEMENTS $52,500.00 ## PART 7 - CHANNEL IMPROVEMENTS ## 114 CLEAR AND GRUBLS1$26,000.00$26,000.00 115 REMOVE 3rd STREET BRIDGE (L4966)LS1$50,000.00$50,000.00 ## 116 REMOVE HICKORY STREET BRIDGE (10522)LS1$60,000.00$60,000.00 ## 117 REMOVE STORM SEWER PIPELF60$25.00$1,500.00 ## 118 REMOVE RETAINING WALLSF960$30.00$28,800.00 ## 119 REMOVE FENCELF75$20.00$1,500.00 ## 120 REMOVE AND REPLACE FENCELF60$50.00$3,000.00 ## 121 REMOVE CURB AND GUTTERLF80$10.00$800.00 ## 122 REMOVE CONCRETE SIDEWALKSY45$10.00$450.00 ## 123 REMOVE BITUMINOUS PAVEMENTSY125$20.00$2,500.00 ## 124 REMOVE CONCRETE DRIVEWAYSY15$20.00$300.00 ## 125 REMOVE BITUMINOUS DRIVEWAYSY25$10.00$250.00 ## 126 REMOVE SIGNEA1$100.00$100.00 ## 127 SAW CUT BITUMINOUS PAVEMENTLF140$6.00$840.00 ## 128 SAW CUT CONCRETE PAVEMENTLF25$10.00$250.00 ## 129 ADJUST SANITARY SEWER CASTINGEA2$1,000.00$2,000.00 ## 130 SALVAGE AND REINSTALL STORM PIPELF120$30.00$3,600.00 ## 131 MUCK/RIP RAP EXCAVATION (EV)CY900$30.00$27,000.00 ## 132 COMMON EMBANKMENT (CV)CY2900$10.00$29,000.00 ## 133 GRANULAR BORROW (CV)CY410$45.00$18,450.00 ## 134 SELECT GRANULAR BORROWCY150$25.00$3,750.00 ## 135 CLASS 5, 100% CRUSHEDTN100$35.00$3,500.00 ## 136 IMPROVED PIPE FOUNDATIONCY375$50.00$18,750.00 ## 137 48" FLARED END SECTIONEA0$2,500.00$0.00 ## 138 60'' FLARED END SECTIONEA0$10,000.00$0.00 ## 139 18'' RCP STORM SEWER, CLASS 3LF 20$100.00$2,000.00 ## 140 21'' RCP STORM SEWER, CLASS 3LF20$120.00$2,400.00 ## 141 24" RCP STORM SEWER, CLASS 3LF0$34.00$0.00 ## 142 36'' RCP STORM SEWER, CLASS 3LF240$200.00$48,000.00 ## 143 48" RCP STORM SEWER, CLASS 3LF165$275.00$45,375.00 ## 144 60'' RCP STORM SEWER, CLASS 3LF305$500.00$152,500.00 ## ENGINEER ESTIMATE.xlsx Page 87 of 185 No.ItemUnits Option 4 Qty Option 4 EE Unit Price Option 4 EE Total Price ## 145 8" PERFORATED PVC DRAIN TILE, SDR 35LF1210$35.00$42,350.00 ## 146 8'' CLEAN OUTEA8$800.00$6,400.00 147 4'' PE DraintileEA120$25.00$3,000.00 ## 148 CONNECT TO EXISTING DRAINTILEEA4$250.00$1,000.00 ## 149 DRAIN TILE HEADWALLEA0$1,000.00$0.00 ## 150 4' DIA STORM CBMH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA1$5,000.00$5,000.00 ## 151 5' DIA STORM CBMH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA0$7,500.00$0.00 ## 152 7' DIA STORM CBMH, INCL R-1642-B CSTG AND CONC ADJ RINGSEA2$10,000.00$20,000.00 ## 153 8' DIA STORM SEWER CBMH, INC R-4341-A, CSTG AND CONC ADJ RINGSEA0$12,000.00$0.00 ## 154 9' DIA STORM SEWER CBMH, INC R-3290-VB, CSTG AND CONC ADJ RINGSEA2$15,000.00$30,000.00 ## 155 10' DIA STORM MH, INC R-1642-B, CSTG AND CONC ADJ RINGSEA1$17,000.00$17,000.00 ## 156 CONNECT TO EXISTING STORM SEWEREA6$2,500.00$15,000.00 ## 157 GEOTEXTILE FABRIC-RIP RAPSY0$2.00$0.00 ## 158 GEOTEXTILE FABRIC-PIPE BEDDINGSY0$2.30$0.00 ## 159 GEOTEXTILE FABRIC-ROADWAYSY340$5.00$1,700.00 ## 160 CLASS IV RANDOM RIPRAPCY0$75.00$0.00 ## 161 TYPE SP 9.5 WEARING COURSE (2,C)TN75$180.00$13,500.00 ## 162 BITUMINOUS DRIVEWAY REPAIRSF225$7.50$1,687.50 ## 163 TACK COATGAL25$10.00$250.00 ## 164 B612 MODIFIED PARK BOARD CONCRETE CURB AND GUTTERLF80$35.00$2,800.00 ## 165 4'' WALKSF300$12.00$3,600.00 ## 166 6" CONCRETE DRIVEWAY REPAIRSF225$16.00$3,600.00 ## 167 CONCRETE PEDESTRIAN CURB RAMPSF100$20.00$2,000.00 ## 168 TRUNCATED DOMESSF15$120.00$1,800.00 ## 169 SILT FENCE, MACHINE SLICEDLF500$5.00$2,500.00 ## 170 ROCK DITCH CHECKEA1$1,000.00$1,000.00 ## 171 BIOROLLLF200$5.00$1,000.00 ## 172 PROTECTION OF CATCH BASIN, NON-STREETEA4$150.00$600.00 ## 173 COMMON TOPSOIL BORROW (LV)CY340$55.00$18,700.00 ## 174 TEMPORARY SEDIMENT TRAPEA0$1,500.00$0.00 ## 175 TEMPORARY CONSTRUCTION ENTRANCEEA2$1,500.00$3,000.00 ## 176 SEEDINGAC0.4$1,000.00$400.00 ## 177 SOUTHERN BOULEVARD SEED MIXLB120$1,800.00$216,000.00 ## 178 EROSION CONTROL BLANKETS,CATEGORY 20SY525$3.00$1,575.00 ## 179 TRMSY0$30.00$0.00 ## 180 HYDRAULIC SOIL STABILIZER SFMSY1500$4.00$6,000.00 ## 181 WATER FOR TURF ESTABLISHMENT1000 GAL120$75.00$9,000.00 ## 182 KENTUCKY COFFEETREE, 2" CAL. B&BEA4$800.00$3,200.00 ## ENGINEER ESTIMATE.xlsx Page 88 of 185 No.ItemUnits Option 4 Qty Option 4 EE Unit Price Option 4 EE Total Price ## 183 SWAMP WHITE OAK, 2" CAL. B&BEA5$800.00$4,000.00 ## 184 AMERICAN SENTRY LINDEN, 2" CAL. B&BEA5$800.00$4,000.00 ## 185 SIENNA GLEN MAPLE, 2" CAL. B&BEA4$800.00$3,200.00 ## 186 AUTUMN BLAZE MAPLE, 2" CAL. B&BEA4$800.00$3,200.00 ## SUBTOTAL ESTIMATED CONSTRUCTION COSTS ## PART 7 - CHANNEL IMPROVEMENTS $980,677.50 10% Contingency $98,067.75 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 7 - CHANNEL IMPROVEMENTS$1,078,745.25 ## 25% Engineering, Administration, Legal$269,686.31 ## TOTAL ESTIMATED PROJECT COSTS PART 7 - CHANNEL IMPROVEMENTS$1,348,500.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 1 - STREET IMPROVEMENTS$954,476.60 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 2 - STORM SEWER ## IMPROVEMENTS $63,085.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 3 - WATER MAIN ## IMPROVEMENTS $120,587.50 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 4 - WATER SERVICES ## IMPROVEMENTS $78,650.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 5 - SANITARY SEWER ## IMPROVEMENTS $129,360.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 6 - SANITARY SEWER SERVICES ## IMPROVEMENTS $41,800.00 ## TOTAL ESTIMATED CONSTRUCTION COSTS PART 7 - CHANNEL IMPROVEMENTS$1,078,745.25 ## TOTAL ESTIMATED CONSTRUCTION COSTSOPTION 4$2,466,704.35 ## ESTIMATED PROJECT COSTS SUMMARY ## TOTAL ESTIMATED PROJECT COSTS PART 1 - STREET IMPROVEMENTS$1,193,000.00 ## TOTAL ESTIMATED PROJECT COSTS PART 2 - STORM SEWER IMPROVEMENTS$79,000.00 ## TOTAL ESTIMATED PROJECT COSTS PART 3 - WATER MAIN IMPROVEMENTS$150,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 4 - WATER SERVICES IMPROVEMENTS$98,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 5 - SANITARY SEWER IMPROVEMENTS$161,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 6 - SANITARY SEWER SERVICE ## IMPROVEMENTS $52,500.00 ## TOTAL ESTIMATED PROJECT COSTS PART 7 - CHANNEL IMPROVEMENTS$1,348,500.00 ## TOTAL ESTIMATED PROJECT COSTS SUMMARYOPTION 4$3,083,500.00 ## ENGINEER ESTIMATE.xlsx Page 89 of 185 ## Appendix B ## 2026 Downtown Reconstruction Project ## Typical Sections of Streets Page 90 of 185 2%2% 11.0'8.0'11.0'8.0'8.5' 5.0' ## VARIES 40.00'40.00' ## WEST ROWEAST ROW ## TYPICAL SECTION ## ELM STREET (THIRD TO FOURTH) ## C PROFILE ## SLOPE* ## L ## MATCH INTO GRADE ## AT PROPERTY LINE ## MATCH INTO GRADE ## AT PROPERTY LINE ## B612 MODIFIED PARKBOARD ## VERTICAL CONCRETE CURB ## AND GUTTER ## 1.5" TYPE SP 9.5 WEARING COURSE (2,C) [SPWEA240C] ## 2" TYPE SP 9.5 WEARING COURSE (2,C) [SPWEA240C] ## 8" AGGREGATE BASE, CLASS 5 100% CRUSHED ## 24" SELECT GRANULAR BORROW ## SUBGRADE STABILIZATION FABRIC ## (RP)(DL)(DL)(RP) ## (DP) = DIAGONAL PARKING ## (RP) = RESIDENT PARKING ## (DL) = DRIVING LANE ## * SLOPES VARY ## SEE CROSS SECTIONS ## 4" CONCRETE SIDEWALK ## 6" AGGREGATE BASE, CLASS 5 100% CRUSHED ## 4" CONCRETE SIDEWALK ## 6" AGGREGATE BASE, CLASS 5 100% CRUSHED ## PE PERFORATED PIPE DRAIN ## SEE DETAIL STO-12 ℄ ## BLVD. 8.5' 5.0' ## VARIES ## BLVD. 2%2% 11.0'8.0'11.0' 8.0' 12.0' 5.0' ## VARIES 40.0'40.0' ## TYPICAL SECTION ## THIRD STREET (ELM TO HICKORY) ## C CROWN ## SLOPE* ## L ## MATCH INTO GRADE ## AT PROPERTY LINE ## MATCH INTO GRADE ## AT PROPERTY LINE ## 4" CONCRETE SIDEWALK ## 6" AGGREGATE BASE, CLASS 5 100% CRUSHED ## B612 MODIFIED PARKBOARD ## VERTICAL CONCRETE CURB ## AND GUTTER ## 1.5" TYPE SP 9.5 WEARING COURSE (2,C) [SPWEA240C] ## 2" TYPE SP 9.5 WEARING COURSE (2,C) [SPWEA240C] ## 8" AGGREGATE BASE, CLASS 5 100% CRUSHED ## 24" SELECT GRANULAR BORROW ## SUBGRADE STABILIZATION FABRIC ## (RP)(DL)(DL)(RP) ## (DP) = DIAGONAL PARKING ## (RP) = RESIDENT PARKING ## (DL) = DRIVING LANE ## * SLOPES VARY ## SEE CROSS SECTIONS ## 4" CONCRETE SIDEWALK ## 6" AGGREGATE BASE, CLASS 5 100% CRUSHED 8.0' 5.0' ## VARIES ## SOUTH ROWNORTH ROW 1.50' ## PE PERFORATED PIPE DRAIN ## SEE DETAIL STO-12 ℄ ## BLVD.BLVD. Plot Date: 02/23/2026 - 3:52pmDrawing name: C:\Users\ndrews\DC\ACCDocs\Stantec Consulting\193807606_Chaska_2026_Downtown_Recon\Project Files\Dwg\Feasibility\193807606-TypSecFig.dwg ## Xrefs: ## DATE:PROJ. NO.: 2335 Highway 36 W ## St. Paul, MN 55113 www.stantec.com ## TYPICAL SECTIONS ## CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 193807606 No. 1BFIGURE: 2/23/26 Page 91 of 185 318 319 310 308 309 219 223 400 206 412 414 420 305 303 225 221 208 500 209 208 212 216 205 209 215 ## 208G ## 212G 316 ## 217G ## 211G ## 209G ## 221G 311 ## THIRD STREET ## ELM STREET ## HICKORY STREET ## THIRD STREET ## FOURTH STREET 220 415 222 316 ## 2026 DOWNTOWN RECONSTRUCTION ## 2026 RESIDENTIAL ASSESSMENT ## 2026 CHANNEL IMPROVEMENTS ## 2026 ASSESSMENT 7,500 ## CITY OF CHASKA ## N ## DATEPROJ. NO. Plot Date: 03/31/2026 - 9:26amDrawing name: 193800229XSNO-Chaska Special-Benefits.dwg ## 733 Marquette Avenue, Suite 1000 ## Minneapolis, MN 55402 www.stantec.com ## 2026 DOWNTOWN SPECIAL ASSESSMENTS EXHIBIT ## CHASKA, MINNESOTA ## 2026 DOWNTOWN RECONSTRUCTION 3/26/2026 ## FIGURE:1 193807606 7,5007,5007,500 7,5007,500 7,500 7,500 7,500 7,500 ## CITY OF ## CHASKA EDA $471,600 Page 92 of 185 Subject: Adopt Resolutions Authorizing Issuance and Sale of Bonds: ## Chaska EDA Lease Revenue Bonds, Series 2026A ## G.O. Water Utility Revenue Bonds, Series 2026B ## Prepared By: Noel Graczyk, Administrative Services Director ## Erica Mattice, Finance Division Director ## Overview Baker Tilly Municipal Advisors, LLC (BTMA), Municipal Advisor to the city , and city staff have together structured two proposed series of bonds for issuance. The first series with an estimated issuance size at $55,380,000 will be issued by the Chaska Economic Development Authority (EDA) as limited obligation EDA Lease Revenue Bonds, Series 2026A. This series of bonds is issued at the request of the city and will be supported by an annual appropriation by the city to be paid annually as a lease payment to the Chaska EDA. The second series with an estimated issuance size of $24,710,000 will be issued by the City of Chaska as General Obligation (G.O.) Water Utility Revenue Bonds, Series 2026B. This series of bonds will be supported primarily by revenues from both the Water Utility and Water Trunk funds. The G.O. pledge provides bondholders with additional repayment assurance which results in a lower interest rate on the bonds. Attached are two draft resolutions as prepared by Dorsey and Whitney, LLP., Bond Counsel to the city , that establishes Wednesday June 10 , 2026, as the date of sale for Series 2026A and Wednesday July 22, 2026, as the date of sale for Series 2026B. The following is a discussion of each proposed series. ## $55,380,000 EDA Lease Revenue Bonds, Series 2026A This series of bonds will finance construction by the city of a new Municipal Services Building (MSB2), refunds temporary financing issued in 2025 to acquire the site for MSB2, and finance improvements in 2026 for the City Hall Plaza project. Attached separately, is a “Pre-issuance report...” for Series 2026A prepared by BTMA that provides details on issuance authority, proposed project sources and uses for each project, and estimated debt-service schedules for this series. ## $24,710,000 G.O. Water Utility Revenue Bonds, Series 2026B Proceeds from this series will finance construction of a second water filtration plant and other water utility improvements. Attached to the proposed resolution 2026-36 is a “Pre-issuance report...” for Series 2026B prepared by BTMA that provides details on issuance authority, proposed project sources and uses for each project, and estimated debt-service schedules for this series. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 5/4/2026 Page 93 of 185 ## General Obligation (G.O.) Pledge Issuance of Series 2026A does not include a G.O. pledge of the full faith and taxing authority of the City of Chaska towards repayment of debt service. Instead of a G.O. pledge, the city will establish annual appropriations for lease payments as part of each annually adopted budget over the thirty-year term of the bonds. When all bonds have been paid in full, ownership of the site will be transferred from the Chaska EDA back to the city. Issuance of Series 2026B does include a G.O. pledge of the full faith and taxing authority of the City of Chaska towards the repayment debt service on these bonds. ## Public Sale Date Series 2026A will be sold at a competitive public sale on Wednesday June 10 , 20 26, and the winning bid will be determined in compliance with parameters as established in the resolution. Results from the sale of Series 2026A will be ratified by both the city and EDA at the next regular meeting on Monday June 15, 2026. Series 2026B will be sold at a competitive public sale on Wednesday July 22, 20 26, and the winning bid will be determined in compliance with parameters as established in the resolution. Results from the sale of Series 2026B will be ratified by just the city at the next regular meeting on Monday August 3, 2026. ## Recommendation It is the recommendation by city staff that the City Council adopt each of the two proposed resolutions establishing parameters for issuance of bonds for both Series 2026A and Series ## 2026B. ## CITY COUNCIL ACTION REQUESTED Motion to adopt Resolution No. 2026-35 requesting that the Chaska EDA issue Chaska EDA Lease Revenue Bonds, Series 2026A. Motion to adopt Resolution No. 2026-36 authorizing issuance of G.O. Water Utility Revenue Bonds, Series 2026B. Page 94 of 185 1 *Preliminary, subject to change April 28, 2026 Pre-issuance report for ## Economic Development Authority of the City of Chaska, Minnesota (the “Authority”) $55,380,000* Lease Revenue Bonds, Series 2026A (City of Chaska, Minnesota, Lease Obligation) (the “Series 2026A Bonds”) ## PRE-ISSUANCE REPORT ## PREPARED BY ## Baker Tilly Municipal Advisors, LLC ## 30 East Seventh Street, Ste. 3025, ## St. Paul, MN 55101 ## ADVISOR ## Chris Hogan | Director 651-223-3034 chris.hogan@bakertilly.com Page 95 of 185 2 ## Issue Summary ## PURPOSE OF ISSUE The Authority Board has under consideration the issuance of the Series 2026A Bonds along with available Authority funds in the amount of $2,000,0000 to finance (i) the construction and equipping of a new municipal service building (MSB) located in the City of Chaska, Minnesota (the “City”); (ii) repayment of the City’s Lease-Purchase Agreement dated January 16, 2025, between Security Bank & Trust Co. and the City (the “2025 Lease Purchase Agreement”); (iii) improvements to City Hall Plaza, and, together with items (i) and (ii), (the “Project”); (iv) capitalized interest; and (v) costs of issuance of the Series 2026A Bonds. This document provides information relative to the proposed issuance. The 2025 Lease-Purchase Agreement was originally issued in the principal amount of $3,972,000 to finance the acquisition of land compromising 12.96 acres of vacant land for the location of the municipal service building. The current outstanding principal is $3,678,000. On August 1, 2026, the Authority will apply the rental payment received from the City in the amount of $217,200 and proceeds of the Series 2026A bonds in the amount of $3,645,000 to redeem the 2025 Lease-Purchase Agreement. ## AUTHORITY The Series 2026A Bonds are being issued pursuant to Minnesota Statutes, Sections 465.71, 471.64, 469.012 subdivision 1(h), Sections 469.033 and 469.034, and Chapter 475. The Series 2026A Bonds are further issued pursuant to a Trust Indenture between the Authority and U.S. Bank National Association, St. Paul, Minnesota (the “Trustee”) dated July 1, 2026 (the “Indenture”); a Lease Agreement between the Authority and the City (the “Lease”) dated July 1, 2026; resolutions by the Authority and the City dated May 4, 2026 (the “Authorizing Resolutions”); and resolutions by the Authority and the City dated June 15, 2026 (the “Ratifying Resolutions”). The Authorizing Resolutions to be considered on May 4, 2026, will designate the President and Executive Director of the Authority (the “Pricing Committee”) to award the sale of the Series 2026A Bonds pursuant to the following parameters: • the total par amount of the Bonds will not exceed $57,700,000 • the maximum True Interest Cost (TIC) will not exceed 6.00% ## SECURITY/SOURCE OF PAYMENT The Series 2026A Bonds will be special, limited obligations of the Authority payable from rental payments to be received by the Authority from the City pursuant to the Lease. The City’s obligation under the lease is subject to annual appropriation. The City expects to levy taxes to pay the lease payments. The City will make their first levy in 2026 for collection in 2027. The February 1, 2027 interest payment is being funded in part by capitalized interest included in the par amount of the Series 2026A Bonds. ## FINANCING STRUCTURE In consultation with City and Authority staff, the Series 2026A Bonds have been structured as three purposes by project. The following describes the structure of each individual purpose and their prospective costs: Page 96 of 185 3 Municipal service building: Structured to be repaid over a term of thirty (30) years, to provide for approximately level annual debt service payments and will fund a deposit to the Project Construction Fund in the amount of $47,240,000. City hall plaza: Structured to be repaid over a term of fifteen (15) years, to provide for approximately level annual debt service payments and will fund a deposit to the Project Construction Fund in the amount of $3,500,000. ## 2025 Lease-Purchase Refinancing: Structured to be repaid over a term of thirty (30) years, to provide for approximately level annual debt service payments. The final maturity of this portion has been extended from the original financing to match the final maturity of the MSB portion of the Bonds and will fund a deposit to the Current Refunding Fund in the amount of $3,645,000 to redeem the City’s Lease-Purchase Agreement dated January 16, 2025, between Security Bank & Trust Co. and the City. ## Issue Terms ## BANK QUALIFICATION The Authority debt counts towards the City’s bank qualification limit and since this issue exceeds the $10 million limit for tax-exempt obligations in 2026; the Series 2026A Bonds are not designated as bank qualified. ## VARIABILITY OF ISSUE SIZE A specific provision in the sale terms permits modifications to the issue size and/or maturity structure to customize the issue once the price and interest rates are set on the day of sale. ## RISKS / SPECIAL CONSIDERATIONS The outcome of this financing will rely on the market conditions at the time of the sale. Any projections included herein are estimates based on current market conditions. Estimated interest rates applied in the structuring of the Series 2026A Bonds are based on current market conditions and assume a reoffering premium. The underwriter will take their compensation from the reoffering premium and any remaining premium can be used to downsize the issue, applied to additional project needs or deposited to the debt service fund. Our preliminary bond structure has applied the estimated premium to financing project needs thereby reducing the principal amount of the Series 2026A Bonds. Determination of the use of premium, if received, will be made by the Authority prior to or on the day of sale. ## OPTIONAL REDEMPTION The Authority may elect on February 1, 2036 and on any date thereafter, to redeem the Series 2026A Bonds on or after February 1, 2037, at a price of par plus accrued interest. ## Rating An application will be made to S&P Global Ratings (S&P) for a rating on the Series 2026A Bonds. The City’s general obligation debt is currently rated “AA” by S&P. The Authority’s lease revenue bonds supported by annual appropriation are currently rated “AA-” by S&P. Page 97 of 185 4 ## Issuance Timeline ## EVENT DATE ## City Council considers Parameters Resolution requesting the EDA issue the Series 2026A Bonds and setting certain parameters May 4, 2026 ## Authority Board considers Parameters Resolution setting certain parameters for the Series 2026A Bonds and establishing a pricing committee May 4, 2026 Rating visit is conducted May 4, 2026 Competitive bids are received June 10, 2026, 10:30 a.m. Pricing Committee considers award on the sale of the Series 2026A Bonds (Following the receipt of bids) June 10, 2026 City Council and Authority Board ratify sale results June 15, 2026 Receipt of proceeds and settlement of the Series 2026A Bonds. July 6, 2026 ## Post Issuance ## ARBITRAGE / REBATE The issuance of the Series 2026A Bonds will result in post-issuance compliance responsibilities related to compliance with federal arbitrage requirements compliance.. Federal arbitrage requirements include a wide range of implications that have been considered as this issue has been structured. Post-issuance compliance responsibilities for this tax-exempt issue include both rebate and yield restriction provisions of the IRS Code. In general terms the arbitrage requirements control the earnings on unexpended bond proceeds, including investment earnings, moneys held for debt service payments (which are considered to be proceeds under the IRS regulations), and/or reserves. Under certain circumstances any “excess earnings” will need to be paid to the IRS to maintain the tax-exempt status of the Bonds. Any interest earnings on gross bond proceeds or debt service funds should not be spent until it has been determined based on actual facts that they are not “excess earnings” as defined by the IRS Code. The arbitrage rules provide for spending exceptions for proceeds that are spent within 6-month, 18-month or, for certain construction issues, a 24-month period each in accordance with certain spending criteria. Proceeds that qualify for an exception will be exempt from rebate. These exceptions are based on actual expenditures and not based on reasonable expectations, and expenditures, including any investment proceeds will have to meet the spending criteria to qualify for the exclusion. The City and the Authority expect to meet the 24-month spending exception. Regardless of whether the Series 2026A Bonds qualifies for an exemption from the rebate provisions, yield restriction provisions will apply to bond proceeds (including interest earnings) unspent after three years and the debt service fund throughout the term of the Series 2026A Bonds. These moneys should be monitored until the Series 2026A Bonds are retired. Page 98 of 185 5 Baker Tilly Municipal Advisors, LLC is a registered municipal advisor and controlled subsidiary of Baker Tilly Advisory Group, LP. Baker Tilly Advisory Group, LP and Baker Tilly US, LLP, trading as Baker Tilly, operate under an alternative practice structure and are members of the global network of Baker Tilly International Ltd., the members of which are separate and independent legal entities. Baker Tilly US, LLP is a licensed CPA firm and provides assurance services to its clients. Baker Tilly Advisory Group, LP and its subsidiary entities provide tax and consulting services to their clients and are not licensed CPA firms. ©2026 Baker Tilly Municipal Advisors, LLC Baker Tilly Municipal Advisors, LLC (Baker Tilly MA) and the City have entered into an Agreement for Municipal Advisor Services under which Baker Tilly will provide arbitrage compliance services on the Series 2026A Bonds. ## CONTINUING DISCLOSURE The issuance of the Series 2026A Bonds will result in post-issuance compliance responsibilities related to continuing disclosure. Secondary disclosure requirements result from the U.S. Securities and Exchange Commission (SEC) requirement that underwriters provide ongoing disclosure information to investors. The City, as the obligated person, will commit to providing the information needed to comply under a continuing disclosure agreement. Baker Tilly Municipal Advisors, LLC (Baker Tilly MA) and the City have entered into an Agreement for Municipal Advisor Services under which Baker Tilly will provide continuing disclosure services on the Series 2026A Bonds. ## Finance Team The issuance of the Series 2026A Bonds will require the work of various other public finance professionals. Fees for these professionals shall be paid by proceeds of this issuance unless directed otherwise by the City. The following professionals and their role have been identified below: ## Bond Counsel: Dorsey & Whitney LLP ## Municipal Advisor: Baker Tilly Municipal Advisors, LLC ## Attachments Schedules attached for the Series 2026A Bonds include: ## I. Bond Buyer Index ## II. Bond Schedules Page 99 of 185 6 ## I. Bond Buyer Index Performance of the tax-exempt market is often measured by the Bond Buyer’s Index (“BBI”) which measures the yield of high grade municipal bonds in the 20th year for general obligation bonds rated Aa2 by Moody’s or AA by S&P (the BBI 20-Bond GO Index) and the 30th year for revenue bonds rated A1 by Moody’s or A+ by S&P (the BBI 25-Bond Revenue Index). The following chart illustrates these two indices over the past five years: Page 100 of 185 7 ## II. Bond Schedules $55,380,000 ## Economic Development Authority of the City of Chaska, MN ## Lease Revenue Bonds, Series 2026A ## Issue Summary ## Total Issue Sources And Uses Dated 07/09/2026 | Delivered 07/09/2026 ## MSB ## City Hall ## Plaza 2025 Lease- ## Purchase ## Refinancing ## Issue ## Summary ## Sources Of Funds Par Amount of Bonds $48,405,000.00 $3,380,000.00 $3,595,000.00 $55,380,000.00 FF&E Cash Source 2,000,000.00 - - 2,000,000.00 Reoffering Premium 1,438,063.15 267,540.10 106,344.90 1,811,948.15 Total Sources $51,843,063.15 $3,647,540.10 $3,701,344.90 $59,191,948.15 ## Uses Of Funds Deposit to Project Construction Fund 47,240,000.00 3,500,000.00 - 50,740,000.00 Deposit to Current Refunding Fund - - 3,645,000.00 3,645,000.00 ## FF&E 2,500,000.00 - - 2,500,000.00 Deposit to Capitalized Interest (CIF) Fund 1,347,815.60 94,827.78 - 1,442,643.38 Total Underwriter's Discount (1.200%) 580,860.00 40,560.00 43,140.00 664,560.00 Costs of Issuance 171,620.11 11,983.79 12,746.10 196,350.00 Rounding Amount 2,767.44 168.53 458.80 3,394.77 Total Uses $51,843,063.15 $3,647,540.10 $3,701,344.90 $59,191,948.15 Page 101 of 185 8 $55,380,000 ## Economic Development Authority of the City of Chaska, MN ## Lease Revenue Bonds, Series 2026A ## Issue Summary ## Net Debt Service Schedule Dat ePrincipalC ouponInterestTotal P+ICIFNe t Ne w D/S 02/01/2027--1, 542,742.971,542,742.97 (1,442,643.38)100,099.59 02/01/20281,010,000.005.000%2,749,442.903,759,442.90-3,759,442.90 02/01/20291,060,000.005.000%2,698,942.903,758,942.90-3,758,942.90 02/01/20301,115,000.005.000%2,645,942.903,760,942.90-3,760,942.90 02/01/20311,170,000.005.000%2,590,192.903,760,192.90-3,760,192.90 02/01/20321,230,000.005.000%2,531,692.903,761,692.90-3,761,692.90 02/01/20331,290,000.005.000%2,470,192.903,760,192.90-3,760,192.90 02/01/20341,350,000.005.000%2,405,692.903,755,692.90-3,755,692.90 02/01/20351,425,000.005.000%2,338,192.903,763,192.90-3,763,192.90 02/01/20361,495,000.005.000%2,266,942.903,761,942.90-3,761,942.90 02/01/20371,570,000.005.000%2,192,192.903,762,192.90-3,762,192.90 02/01/20381,645,000.005.000%2,113,692.903,758,692.90-3,758,692.90 02/01/20391,730,000.005.000%2,031,442.903,761,442.90-3,761,442.90 02/01/20401,815,000.005.000%1,944,942.903,759,942.90-3,759,942.90 02/01/20411,910,000.005.000%1,854,192.903,764,192.90-3,764,192.90 02/01/20421,660,000.005.000%1,758,692.903,418,692.90-3,418,692.90 02/01/20431,745,000.005.000%1,675,692.903,420,692.90-3,420,692.90 02/01/20441,830,000.005.000%1,588,442.903,418,442.90-3,418,442.90 02/01/20451,920,000.005.000%1,496,942.903,416,942.90-3,416,942.90 02/01/20462,020,000.004.702%1,400,942.903,420,942.90-3,420,942.90 02/01/20472,110,000.004.750%1,305,962.503,415,962.50-3,415,962.50 02/01/20482,215,000.004.750%1,205,737.503,420,737.50-3,420,737.50 02/01/20492,320,000.004.800%1,100,525.003,420,525.00-3,420,525.00 02/01/20502,430,000.004.850%989,165.003,419,165.00-3,419,165.00 02/01/20512,545,000.004.900%871,310.003,416,310.00-3,416,310.00 02/01/20522,675,000.004.950%746,605.003,421,605.00-3,421,605.00 02/01/20532,805,000.005.000%614,192.503,419,192.50-3,419,192.50 02/01/20542,945,000.005.050%473,942.503,418,942.50-3,418,942.50 02/01/20553,095,000.005.100%325,220.003,420,220.00-3,420,220.00 02/01/20563,250,000.005.150%167,375.003,417,375.00-3,417,375.00 Total$55,380,000.00-$50,097,193.07 $105,477,193.07 (1,442,643.38) $104,034,549.69 ## SIGNIFIC A NT DA T ES ## Dated Date 7/09/2026 ## Delivery Date 7/09/2026 ## First Coupon Date 2/01/2027 Yie ld Statis tics ## Bond Year Dollars $1,009,139.33 ## Average Lif e 18.222 Years ## Average Coupon 4.9643485% ## Net Interest Cost (NIC) 4.8506488% ## True Interest Cost (TIC) 4.7789949% ## Bond Yield f or Arbitrage Purposes 4.6522613% A ll Inc lus iv e Cos t (A IC) 4.8097540% ## IRS Form 8038 Net Interest Cost 4. 6996867% ## Weighted Average Maturity 17.964 Years Page 102 of 185 9 $48,405,000 ## Economic Development Authority of the City of Chaska, MN ## Lease Revenue Bonds, Series 2026A ## MSB ## Net Debt Service Schedule ## Dat ePrincipalCouponInterestTotal P+ICIFNe t Ne w D/S 02/01/2027--1,347,815.601,347,815.60(1,347,815.60)- 02/01/2028780,000.005.000%2,402,047.603,182,047.60-3,182,047.60 02/01/2029820,000.005.000%2,363,047.603,183,047.60-3,183,047.60 02/01/2030860,000.005.000%2,322,047.603,182,047.60-3,182,047.60 02/01/2031905,000.005.000%2,279,047.603,184,047.60-3,184,047.60 02/01/2032950,000.005.000%2,233,797.603,183,797.60-3,183,797.60 02/01/2033995,000.005.000%2,186,297.603,181,297.60-3,181,297.60 02/01/20341,045,000.005.000%2,136,547.603,181,547.60-3,181,547.60 02/01/20351,100,000.005.000%2,084,297.603,184,297.60-3,184,297.60 02/01/20361,155,000.005.000%2,029,297.603,184,297.60-3,184,297.60 02/01/20371,210,000.005.000%1,971,547.603,181,547.60-3,181,547.60 02/01/20381,270,000.005.000%1,911,047.603,181,047.60-3,181,047.60 02/01/20391,335,000.005.000%1,847,547.603,182,547.60-3,182,547.60 02/01/20401,400,000.005.000%1,780,797.603,180,797.60-3,180,797.60 02/01/20411,475,000.005.000%1,710,797.603,185,797.60-3,185,797.60 02/01/20421,545,000.005.000%1,637,047.603,182,047.60-3,182,047.60 02/01/20431,625,000.005.000%1,559,797.603,184,797.60-3,184,797.60 02/01/20441,705,000.005.000%1,478,547.603,183,547.60-3,183,547.60 02/01/20451,790,000.005.000%1,393,297.603,183,297.60-3,183,297.60 02/01/20461,880,000.004.702%1,303,797.603,183,797.60-3,183,797.60 02/01/20471,965,000.004.750%1,215,400.003,180,400.00-3,180,400.00 02/01/20482,060,000.004.750%1,122,062.503,182,062.50-3,182,062.50 02/01/20492,160,000.004.800%1,024,212.503,184,212.50-3,184,212.50 02/01/20502,260,000.004.850%920,532.503,180,532.50-3,180,532.50 02/01/20512,370,000.004.900%810,922.503,180,922.50-3,180,922.50 02/01/20522,490,000.004.950%694,792.503,184,792.50-3,184,792.50 02/01/20532,610,000.005.000%571,537.503,181,537.50-3,181,537.50 02/01/20542,740,000.005.050%441,037.503,181,037.50-3,181,037.50 02/01/20552,880,000.005.100%302,667.503,182,667.50-3,182,667.50 02/01/20563,025,000.005.150%155,787.503,180,787.50-3,180,787.50 ## Total$48,405,000.00-$45,237,422.50$93,642,422.50(1,347,815.60)$92,294,606.90 ## SIGNIFIC A NT DA T ES ## Dated Date 7/09/2026 ## Delivery Date 7/09/2026 ## First Coupon Date 2/01/2027 Yie ld Statis tics ## Bond Year Dollars $911,445.58 ## Average Lif e 18.830 Years ## Average Coupon 4.9632609% ## Net Interest Cost (NIC) 4.8692122% ## True Interest Cost (TIC) 4.8074647% ## Bond Yield f or Arbitrage Purposes 4.6522613% A ll Inc lus iv e Cos t (A IC) 4.8376028% ## IRS Form 8038 ## Net Interest Cost 4.7288568% ## Weighted Average Maturity 18.583 Years Page 103 of 185 10 $3,380,000 ## Economic Development Authority of the City of Chaska, MN ## Lease Revenue Bonds, Series 2026A ## City Hall Plaza ## Net Debt Service Schedule ## Dat ePrincipalCouponInterestTotal P+ICIFNe t Ne w D/S 02/01/2027--94,827.7894,827.78(94,827.78)- 02/01/2028170,000.005.000%169,000.00339,000.00-339,000.00 02/01/2029180,000.005.000%160,500.00340,500.00-340,500.00 02/01/2030190,000.005.000%151,500.00341,500.00-341,500.00 02/01/2031200,000.005.000%142,000.00342,000.00-342,000.00 02/01/2032210,000.005.000%132,000.00342,000.00-342,000.00 02/01/2033220,000.005.000%121,500.00341,500.00-341,500.00 02/01/2034230,000.005.000%110,500.00340,500.00-340,500.00 02/01/2035245,000.005.000%99,000.00344,000.00-344,000.00 02/01/2036255,000.005.000%86,750.00341,750.00-341,750.00 02/01/2037270,000.005.000%74,000.00344,000.00-344,000.00 02/01/2038280,000.005.000%60,500.00340,500.00-340,500.00 02/01/2039295,000.005.000%46,500.00341,500.00-341,500.00 02/01/2040310,000.005.000%31,750.00341,750.00-341,750.00 02/01/2041325,000.005.000%16,250.00341,250.00-341,250.00 ## Total$3,380,000.00-$1,496,577.78$4,876,577.78(94,827.78)$4,781,750.00 ## SIGNIFIC A NT DA T ES ## Dated Date 7/09/2026 ## Delivery Date 7/09/2026 ## First Coupon Date 2/01/2027 Yie ld Statis tics ## Bond Year Dollars $29,931.56 ## Average Lif e 8.855 Years ## Average Coupon 5.0000000% ## Net Interest Cost (NIC) 4.2416696% ## True Interest Cost (TIC) 4.0605582% ## Bond Yield f or Arbitrage Purposes 4.6522613% A ll Inc lus iv e Cos t (A IC) 4.1080289% ## IRS Form 8038 ## Net Interest Cost 3.7998160% ## Weighted Average Maturity 8.868 Years Page 104 of 185 11 $3,595,000 ## Economic Development Authority of the City of Chaska, MN ## Lease Revenue Bonds, Series 2026A 2025 Leas e-Purchase Refinancing ## Debt Service Schedule ## Dat ePrincipalCouponInterestTotal P+I 02/01/2027--100,099.59100,099.59 02/01/202860,000.005.000%178,395.30238,395.30 02/01/202960,000.005.000%175,395.30235,395.30 02/01/203065,000.005.000%172,395.30237,395.30 02/01/203165,000.005.000%169,145.30234,145.30 02/01/203270,000.005.000%165,895.30235,895.30 02/01/203375,000.005.000%162,395.30237,395.30 02/01/203475,000.005.000%158,645.30233,645.30 02/01/203580,000.005.000%154,895.30234,895.30 02/01/203685,000.005.000%150,895.30235,895.30 02/01/203790,000.005.000%146,645.30236,645.30 02/01/203895,000.005.000%142,145.30237,145.30 02/01/2039100,000.005.000%137,395.30237,395.30 02/01/2040105,000.005.000%132,395.30237,395.30 02/01/2041110,000.005.000%127,145.30237,145.30 02/01/2042115,000.005.000%121,645.30236,645.30 02/01/2043120,000.005.000%115,895.30235,895.30 02/01/2044125,000.005.000%109,895.30234,895.30 02/01/2045130,000.005.000%103,645.30233,645.30 02/01/2046140,000.004.702%97,145.30237,145.30 02/01/2047145,000.004.750%90,562.50235,562.50 02/01/2048155,000.004.750%83,675.00238,675.00 02/01/2049160,000.004.800%76,312.50236,312.50 02/01/2050170,000.004.850%68,632.50238,632.50 02/01/2051175,000.004.900%60,387.50235,387.50 02/01/2052185,000.004.950%51,812.50236,812.50 02/01/2053195,000.005.000%42,655.00237,655.00 02/01/2054205,000.005.050%32,905.00237,905.00 02/01/2055215,000.005.100%22,552.50237,552.50 02/01/2056225,000.005.150%11,587.50236,587.50 ## Total$3,595,000.00-$3,363,192.79$6,958,192.79 Yie ld Statis tics ## Bond Year Dollars$67,762.19 Average Lif e18. 849 Years ## Average Coupon4.9632289% ## DV01 4,003.70 ## Net Interest Cost (NIC)4.8699543% True Interest Cost (TIC)4. 8085904% ## Bond Yield f or Arbitrage Purposes4.6522613% A ll Inc lus iv e Cos t (A IC)4.8387147% ## IRS Form 8038 ## Net Interest Cost4.7300157% ## W ## eighted Average Maturity18.603 Years Page 105 of 185 4917-5187-8562\2 ## CERTIFICATION OF MINUTES RELATING TO ## CITY OF CHASKA ECONOMIC DEVELOPMENT AUTHORITY ## LEASE REVENUE BONDS, SERIES 2026A ## Public Body: City of Chaska, Minnesota ## Governing Body: City Council Kind, date, time and place of meeting: A regular meeting held on May 4, 2026, at 7:00 p.m., at the City Hall. ## Members Present: ## Members Absent: ## Documents Attached: Minutes of said meeting, including: ## RESOLUTION NO. 2026- 35 ## RESOLUTION REQUESTING THAT THE CITY ECONOMIC ## DEVELOPMENT AUTHORITY ISSUE ITS LEASE REVENUE ## BONDS, SERIES 2026A; AUTHORIZING THE CONVEYANCE OF ## CERTAIN PROPERTY OF THE CITY TO THE EDA; ## AUTHORIZING THE EXECUTION OF A LEASE-PURCHASE ## AGREEMENT AND RELATED DOCUMENTS I, the undersigned, being the duly qualified and acting recording officer of the public corporation referred to in the title of this certificate, certify that the documents attached hereto, as described above, have been carefully compared with the original records of the corporation in my legal custody, from which they have been transcribed; that the documents are a correct and complete transcript of the minutes of a meeting of the governing body of the corporation, and correct and complete copies of all resolutions and other actions taken and of all documents approved by the governing body at the meeting; and that the meeting was duly held by the governing body at the time and place and was attended throughout by the members indicated above, pursuant to call and notice of such meeting given as required by law. WITNESS my hand officially as such recording officer on __________________, 2026. __________________________________ ## City Administrator Page 106 of 185 4917-5187-8562\2 Councilmember __________________ introduced the following resolution and moved its adoption, which motion was seconded by Councilmember _________________. ## RESOLUTION NO. 2026-35 ## RESOLUTION REQUESTING THAT THE CITY ECONOMIC ## DEVELOPMENT AUTHORITY ISSUE ITS LEASE REVENUE ## BONDS, SERIES 2026A; AUTHORIZING THE CONVEYANCE OF ## CERTAIN PROPERTY OF THE CITY TO THE EDA; ## AUTHORIZING THE EXECUTION OF A LEASE-PURCHASE ## AGREEMENT AND RELATED DOCUMENTS WHEREAS, it is hereby determined to be in the best interests of the City of Chaska, Minnesota (the “City”) that the Economic Development Authority of the City of Chaska, Minnesota (the “Authority”) issue its Lease Revenue Bonds, Series 2026A (the “Bonds”), pursuant to Minnesota Statutes, Sections 469.033, 469.034, and Chapter 475, to finance: (i) the purchase of a site for the City’s municipal service building; (ii) construction of a municipal service building for the City; (iii) improvements to the City Hall Plaza in the City; and (iv) the costs of issuance of the Bonds (collectively, the “Projects”); and WHEREAS, title to certain real property comprising a portion of the Project (the “Real Property”) is currently in the City, and the City intends to convey fee simple title of the Real Property to the Authority; and WHEREAS, the Authority is authorized by law to issue lease revenue bonds to finance the costs of such projects, construct such projects, and lease all or a portion of the completed Project to the City; and WHEREAS, pursuant to a resolution of the Authority to be adopted on the date hereon (the “Authority Resolution”), the Authority will authorize the issuance of its Lease Revenue Bonds, Series 2026A (the “Bonds”) to finance the Project. NOW, THEREFORE, BE IT RESOLVED by the City Council (the “Council”) of the City of Chaska, Minnesota as follows: 1. EDA Request. The Council hereby requests that the Authority authorize and issue the Bonds, in a principal amount not to exceed $57,700,000 and a true interest cost not to exceed 6.0% per annum, for the purpose of financing the Project. 2. Transfer of Title. It is hereby found, determined and declared to be necessary and desirable and in the best interest of the City to transfer all of the title of the City in and to the Real Property to the Authority. Such transfer and any and all action required by officers of the City to accomplish the same is hereby authorized. 3. Lease Authorization. The City is authorized by Minnesota Statutes, Sections 465.71 and 471.64 to lease real and personal property with an option to purchase under a lease-purchase agreement, provided that the City retains the right to terminate said lease-purchase agreement at the end of any fiscal year during its term. It is hereby found, determined and declared to be necessary and desirable and in the best interest of the City to enter into a Lease-Purchase Agreement (the “Lease”) with the Authority in order to provide for the construction of the Project by the Authority and the lease of the Project to the Page 107 of 185 - 2 - 4917-5187-8562\2 City. The obligation created by the Lease in excess of $1,000,000 shall, as provided in Minnesota Statutes, Section 465.71, be included in the calculation of net debt of the City for purposes of Minnesota Statutes, Section 475.53, and such obligation does not cause the net debt of the City to exceed its debt limit. The Mayor and City Administrator are authorized and directed to execute, attest and deliver the Lease on behalf of the City. 4. Further Authorizations. The Mayor, the City Administrator, and any other officers and employees of the City are hereby further authorized to take any actions on behalf of the City as are needed to consummate the Lease and the financing transaction therein described and herein authorized, including any actions related to real property of the City. The City Council hereby expressly authorizes the execution of any bond or real estate instruments deemed necessary by counsel to the City. For the avoidance of doubt, this authorization includes but is not limited to the authority to acquire, dispose of and encumber any real property related to or necessary for the Project. 5. Ratification. Upon approval of the sale of the Bonds by the Authority, this Council will take action at a regularly scheduled or special meeting thereafter to adopt a resolution prepared by the EDA’s bond counsel ratifying the sale of the Bonds and approving the forms of the Lease and any operative bond documentation relating thereto to be executed by the City. Adopted this 4 th day of May, 2026. ## Mayor ## Attest: ## City Administrator Page 108 of 185 4917-5187-8562\2 Upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon the resolution was declared duly passed and adopted. Page 109 of 185 4915-1266-3714\2 ## CERTIFICATION OF MINUTES RELATING TO ## GENERAL OBLIGATION WATER UTILITY REVENUE BONDS, SERIES 2026B ## Issuer: City of Chaska, Minnesota ## Governing Body: City Council Kind, date, time and place of meeting: A regular meeting held May 4, 2026, at 7:00 p.m., at City Hall. Members present: Members absent: ## Documents Attached: Minutes of said meeting (including): ## RESOLUTION NO. 2026-36 ## RESOLUTION AUTHORIZING ISSUANCE AND ESTABLISHING ## PRICING COMMITTEE TO AWARD SALE OF GENERAL ## OBLIGATION WATER UTILITY REVENUE BONDS, SERIES 2026B I, the undersigned, being the duly qualified and acting recording officer of the public corporation issuing the Bonds referred to in the title of this certificate, certify that the documents attached hereto, as described above, have been carefully compared with the original records of said corporation in my legal custody, from which they have been transcribed; that said documents are a correct and complete transcript of the minutes of a meeting of the governing body of said corporation, and correct and complete copies of all resolutions and other actions taken and of all documents approved by the governing body at said meeting, so far as they relate to said Bonds; and that said meeting was duly held by the governing body at the time and place and was attended throughout by the members indicated above, pursuant to call and notice of such meeting given as required by law. WITNESS my hand officially as such recording officer May ___, 2026. ## City Administrator Page 110 of 185 4915-1266-3714\2 Councilmember ________ introduced the following resolution and moved its adoption, which motion was seconded by Councilmember __________: ## RESOLUTION NO. 2026-36 ## RESOLUTION AUTHORIZING ISSUANCE AND ESTABLISHING ## PRICING COMMITTEE TO AWARD SALE OF GENERAL ## OBLIGATION WATER UTILITY REVENUE BONDS, SERIES 2026B BE IT RESOLVED by the City Council (the “Council”), of the City of Chaska, Minnesota (the “City”), as follows: ## SECTION 1. PURPOSE; PRICING COMMITTEE. To finance certain improvements to the City’s water utility system, it is hereby determined to be in the best interests of the City to issue its General Obligation Water Utility Revenue Bonds, Series 2026B (the “Bonds”), pursuant to Minnesota Statutes, Chapters 444 and 475. This Council hereby establishes a pricing committee (the “Pricing Committee,” as further described below), which Pricing Committee shall meet on July 22, 2026, or such other date as the Pricing Committee shall approve, up to and including December 31, 2026, for the purpose of considering proposals for and awarding the sale of the Bonds based on the Terms of Proposal prepared by Baker Tilly Municipal Advisors, LLC (the “Municipal Advisor”) attached hereto as EXHIBIT A (“Terms of Proposal”) and the following parameters: • The total principal amount of the Bonds shall not exceed $27,500,000; • The true interest cost of the Bonds shall not exceed 5.50%. The Mayor (or any Councilmember designated by the Mayor) and the City Administrator (the “Pricing Committee”) are hereby authorized and directed to agree with a purchaser of the Bonds (the “Purchaser”) upon the exact purchase price, principal amount, maturities, redemption provisions and interest rate or rates for the Bonds, within the parameters set forth in this Section. The Mayor and/or City Administrator are hereby authorized to execute a contract on behalf of the City for the sale of the Bonds and such execution shall be conclusive evidence of such agreement and shall be binding upon the City. In the absence or unavailability of any member of the Pricing Committee, the acting Mayor or City Administrator may act in place of such member, and a purchase contract may be signed by such acting Mayor or City Administrator. The Bonds are authorized to be issued without authorization by the electors, and shall not be included in the net debt of the City for the purpose of any statutory or charter limitation on indebtedness. SECTION 2. TERMS OF PROPOSAL. The Municipal Advisor has presented to this Council the Terms of Proposal for the Bonds. The Terms of Proposal are hereby approved and shall be placed on file by the City Administrator. Each and all of the provisions of the Terms of Proposal attached hereto are hereby adopted as the terms and conditions of the Bonds and of the sale thereof. The Municipal Advisor is hereby authorized, pursuant to Minnesota Statutes, Section 475.60, Subdivision 2, paragraph (9), to solicit proposals for the Bonds on behalf of the City on a competitive basis. SECTION 3. RELATED MATTERS. The Municipal Advisor, on behalf of the City, and employees and officers of the City, are hereby authorized to prepare and distribute a preliminary official statement (the “Preliminary Official Statement”) and any addenda or supplements to the Preliminary Official Statement which are useful or necessary in connection with the marketing and sale of the Bonds. Page 111 of 185 - 2 - 4915-1266-3714\2 The City Administrator or any other City employee designated by the City Administrator shall deem the Preliminary Official Statement substantially final in accordance with applicable federal securities laws. The City Administrator is hereby authorized to engage Dorsey & Whitney LLP (“Dorsey”) and direct them to prepare legal agreements, documents, instruments and certificates as may be necessary or appropriate in connection with the sale and issuance of the Bonds. The Municipal Advisor, Dorsey, and employees and officers of the District are hereby authorized to take any additional actions that may be useful or necessary in connection with the Bonds. SECTION 4. RATIFICATION OF SALE. Upon approval of the sale of the Bonds by the Pricing Committee, the Council will take action at a regularly scheduled or special meeting thereafter to adopt bond resolutions prepared by Dorsey ratifying the sale of the Bonds and incorporating the terms and conditions with respect thereto. Adopted this 4 th day of May, 2026. ## Mayor ## Attest: ## City Administrator Upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon the resolution was declared duly passed and adopted. Page 112 of 185 4915-1266-3714\2 ## Exhibit A ## TERMS OF PROPOSAL ## [TO BE ATTACHED] Page 113 of 185 1 *Preliminary, subject to change April 28, 2026 Pre-issuance report for City of Chaska, Minnesota (the “City”) $24,710,000* General Obligation Water Utility Revenue Bonds, Series 2026B (the “Series 2026B Bonds”) ## PRE-ISSUANCE REPORT ## PREPARED BY ## Baker Tilly Municipal Advisors, LLC ## 30 East Seventh Street, Ste. 3025, ## St. Paul, MN 55101 ## ADVISOR ## Chris Hogan | Director 651-223-3034 chris.hogan@bakertilly.com Page 114 of 185 2 ## Issue Summary ## PURPOSE OF ISSUE The City has under consideration the issuance of the Series 2026B Bonds to finance (i) various water utility improvements; (ii) construction of the North Water Treatment Plant; and (iii) costs of issuance. This document provides information relative to the proposed issuance. The sources and uses of funds as shown in Attachment II, provide project details. The par amount of the Series 2026B Bonds is an estimate based in part on a preliminary financing amount for the Water Treatment Plant. The City Council will be awarding the construction bid for the water treatment plant on July 6 th which could result in a higher or lower borrowing amount for that project than what is currently shown in this Pre-issue report. Based on the construction bid amount, Baker Tilly will revise the bond structure and update the Preliminary Official Statement as necessary. ## AUTHORITY The Series 2026B Bonds are being issued pursuant to Minnesota Statutes, Chapters 444 and 475. Additionally, on May 4, 2026, the City will consider a Parameters Resolution authorizing the issuance of the Series 2026B Bonds, establishing a Pricing Committee and setting certain parameters. The Mayor and the City Administrator are designated as the Pricing Committee and have the authority to award the sale of the Series 2026B Bonds pursuant to the following parameters: • the total par amount of the Bonds will not exceed $27,500,000; • the maximum True Interest Cost (TIC) will not exceed 5.50%; and ## SECURITY/SOURCE OF PAYMENT The Series 2026B Bonds will be general obligations of the City for which the City will pledge its full faith and credit and power to levy direct general ad valorem taxes. In addition, the City will pledge net revenues of the City’s Water Utility for repayment of the Series 2026B Bonds. The City does not anticipate the need to levy taxes for repayment of the Series 2026B Bonds. Pursuant to Minnesota Statutes, Chapter 444, and the resolution ratifying the sale of the Series 2026B Bonds, the City will covenant to impose and collect charges for the service, use, availability and connection to the water utility to produce net revenues in amounts sufficient to support the operation of the Water Utility and to pay 105% of the debt service due on obligations to which it has pledged its Water Utility revenues, including the Series 2026B Bonds. The City is required to annually review the budget of the Water Utility to determine whether current rates and charges are sufficient and to adjust such rates and charges as necessary. Attachment III shows current outstanding debt and coverage based on net revenues available to pay debt service from the City’s utility funds, including the Water Utility based on fiscal year ended December 31, 2024 (the City’s audited financial statements for fiscal year ended December 31, 2025 are not yet available) including the projected debt service payable from the Bonds. ## FINANCING STRUCTURE In consultation with City staff, the Series 2026B Bonds have been structured with a twenty-five-year term with approximately level annual payments of principal and interest. Page 115 of 185 3 ## Issue Terms ## BANK QUALIFICATION The City is issuing more than $10 million in tax-exempt obligations in 2026; therefore, the Series 2026B Bonds are not designated as bank qualified. ## VARIABILITY OF ISSUE SIZE A specific provision in the sale terms permits modifications to the issue size and/or maturity structure to customize the issue once the price and interest rates are set on the day of sale. ## RISKS / SPECIAL CONSIDERATIONS The outcome of this financing will rely on the market conditions at the time of the sale. Any projections included herein are estimates based on current market conditions. Estimated interest rates applied in the structuring of the Series 2026B Bonds are based on current market conditions and assume a reoffering premium. The underwriter will take their compensation from the reoffering premium and any remaining premium can be used to downsize the issue, applied to additional project needs or deposited to the debt service fund. Our preliminary bond structure has applied the estimated premium to finance project needs thereby reducing the principal amount of the Series 2026B Bonds. Determination of the use of premium, if received, will be made by the City prior to or on the day of sale. ## OPTIONAL REDEMPTION The City may elect on February 1, 2036, and on any day thereafter, to redeem the Series 2026B Bonds due on or after February 1, 2037, at a price of par plus accrued interest. ## Rating An application will be made to S&P Global Ratings (S&P) for a rating on the Series 2026B Bonds. The City’s general obligation debt is currently rated “AA” by S&P. ## Issuance Timeline ## EVENT DATE ## City Council considers Parameters Resolution May 4, 2026 Rating visit is conducted May 4, 2026 Competitive bids are received July 22, 2026, 10:00 a.m. Pricing Committee considers award on the sale of the Series 2026B Bonds (Following the receipt of bids) July 22, 2026 City Council ratifies sale results August 3, 2026 Page 116 of 185 4 Receipt of proceeds and settlement of the Series 2026B Bonds. August 20, 2026 ## Post Issuance ## ARBITRAGE / REBATE The issuance of the Series 2026B Bonds will result in post-issuance compliance responsibilities related to compliance with federal arbitrage requirements. Federal arbitrage requirements include a wide range of implications that have been considered as this issue has been structured. Post-issuance compliance responsibilities for this tax-exempt issue include both rebate and yield restriction provisions of the IRS Code. In general terms the arbitrage requirements control the earnings on unexpended bond proceeds, including investment earnings, moneys held for debt service payments (which are considered to be proceeds under the IRS regulations), and/or reserves. Under certain circumstances any “excess earnings” will need to be paid to the IRS to maintain the tax-exempt status of the Bonds. Any interest earnings on gross bond proceeds or debt service funds should not be spent until it has been determined based on actual facts that they are not “excess earnings” as defined by the IRS Code. The arbitrage rules provide for spending exceptions for proceeds that are spent within 6-month, 18-month or, for certain construction issues, a 24-month period each in accordance with certain spending criteria. Proceeds that qualify for an exception will be exempt from rebate. These exceptions are based on actual expenditures and not based on reasonable expectations, and expenditures, including any investment proceeds will have to meet the spending criteria to qualify for the exclusion. The City expects to meet the 24-month spending exception. Regardless of whether the issue qualifies for an exemption from the rebate provisions, yield restriction provisions will apply to bond proceeds (including interest earnings) unspent after three years and the debt service fund throughout the term of the Series 2026B Bonds. These moneys should be monitored until the Series 2026B Bonds are retired. Baker Tilly Municipal Advisors, LLC (Baker Tilly MA) and the City have entered into an Agreement for Municipal Advisor Services under which Baker Tilly will provide arbitrage compliance services on the Series 2026B Bonds. ## CONTINUING DISCLOSURE The issuance of the Series 2026B Bonds will result in post-issuance compliance responsibilities related to continuing disclosure. Secondary disclosure requirements result from the U.S. Securities and Exchange Commission (SEC) requirement that underwriters provide ongoing disclosure information to investors. To meet this requirement, any prospective underwriter will require the City to commit to providing the information needed to comply under a continuing disclosure agreement. Baker Tilly Municipal Advisors, LLC (Baker Tilly MA) and the City have entered into an Agreement for Municipal Advisor Services under which Baker Tilly will provide continuing disclosure services on the Series 2026B Bonds. Page 117 of 185 5 Baker Tilly Municipal Advisors, LLC is a registered municipal advisor and controlled subsidiary of Baker Tilly Advisory Group, LP. Baker Tilly Advisory Group, LP and Baker Tilly US, LLP, trading as Baker Tilly, operate under an alternative practice structure and are members of the global network of Baker Tilly International Ltd., the members of which are separate and independent legal entities. Baker Tilly US, LLP is a licensed CPA firm and provides assurance services to its clients. Baker Tilly Advisory Group, LP and its subsidiary entities provide tax and consulting services to their clients and are not licensed CPA firms. ©2026 Baker Tilly Municipal Advisors, LLC ## Finance Team The issuance of the Series 2026B Bonds will require the work of various other public finance professionals. Fees for these professionals shall be paid by proceeds of this issuance unless directed otherwise by the City. The following professionals and their roles have been identified below: ## Bond Counsel: Dorsey & Whitney LLP ## Municipal Advisor: Baker Tilly Municipal Advisors, LLC ## Attachments Schedules attached for the Series 2026B Bond include: ## I. Bond Buyer Index ## II. Bond Schedules ## III. Aggregate Utility Debt and Coverage Page 118 of 185 6 ## I. Bond Buyer Index Performance of the tax-exempt market is often measured by the Bond Buyer’s Index (“BBI”) which measures the yield of high grade municipal bonds in the 20th year for general obligation bonds rated Aa2 by Moody’s or AA by S&P (the BBI 20-Bond GO Index) and the 30th year for revenue bonds rated A1 by Moody’s or A+ by S&P (the BBI 25-Bond Revenue Index). The following chart illustrates these two indices over the past five years: Page 119 of 185 7 ## II. Bond Schedules Page 120 of 185 8 Page 121 of 185 9 ## Debt Service Schedule ## Dat ePrincipalCouponInterestTotal P+I105% Le vyFis cal Total 08/20/2026------ 02/01/2027--506,372.95506,372.95531,691.60531,691.60 08/01/2027--566,131.25566,131.25594,437.81- 02/01/2028535,000.005.000%566,131.251,101,131.251,156,187.811,750,625.63 08/01/2028--552,756.25552,756.25580,394.06- 02/01/2029560,000.005.000%552,756.251,112,756.251,168,394.061,748,788.13 08/01/2029--538,756.25538,756.25565,694.06- 02/01/2030590,000.005.000%538,756.251,128,756.251,185,194.061,750,888.13 08/01/2030--524,006.25524,006.25550,206.56- 02/01/2031620,000.005.000%524,006.251,144,006.251,201,206.561,751,413.13 08/01/2031--508,506.25508,506.25533,931.56- 02/01/2032650,000.005.000%508,506.251,158,506.251,216,431.561,750,363.13 08/01/2032--492,256.25492,256.25516,869.06- 02/01/2033680,000.005.000%492,256.251,172,256.251,230,869.061,747,738.13 08/01/2033--475,256.25475,256.25499,019.06- 02/01/2034715,000.005.000%475,256.251,190,256.251,249,769.061,748,788.13 08/01/2034--457,381.25457,381.25480,250.31- 02/01/2035750,000.005.000%457,381.251,207,381.251,267,750.311,748,000.63 08/01/2035--438,631.25438,631.25460,562.81- 02/01/2036790,000.005.000%438,631.251,228,631.251,290,062.811,750,625.63 08/01/2036--418,881.25418,881.25439,825.31- 02/01/2037830,000.005.000%418,881.251,248,881.251,311,325.311,751,150.63 08/01/2037--398,131.25398,131.25418,037.81- 02/01/2038870,000.005.000%398,131.251,268,131.251,331,537.811,749,575.63 08/01/2038--376,381.25376,381.25395,200.31- 02/01/2039915,000.005.000%376,381.251,291,381.251,355,950.311,751,150.63 08/01/2039--353,506.25353,506.25371,181.56- 02/01/2040960,000.004.000%353,506.251,313,506.251,379,181.561,750,363.13 08/01/2040--334,306.25334,306.25351,021.56- 02/01/20411,000,000.004.000%334,306.251,334,306.251,401,021.561,752,043.13 08/01/2041--314,306.25314,306.25330,021.56- 02/01/20421,040,000.004.125%314,306.251,354,306.251,422,021.561,752,043.13 08/01/2042--292,856.25292,856.25307,499.06- 02/01/20431,080,000.004.250%292,856.251,372,856.251,441,499.061,748,998.13 08/01/2043--269,906.25269,906.25283,401.56- 02/01/20441,125,000.004.250%269,906.251,394,906.251,464,651.561,748,053.13 08/01/2044--246,000.00246,000.00258,300.00- 02/01/20451,175,000.004.375%246,000.001,421,000.001,492,050.001,750,350.00 08/01/2045--220,296.88220,296.88231,311.72- 02/01/20461,225,000.004.375%220,296.881,445,296.881,517,561.721,748,873.45 08/01/2046--193,500.00193,500.00203,175.00- 02/01/20471,280,000.004.500%193,500.001,473,500.001,547,175.001,750,350.00 08/01/2047--164,700.00164,700.00172,935.00- 02/01/20481,340,000.004.500%164,700.001,504,700.001,579,935.001,752,870.00 08/01/2048--134,550.00134,550.00141,277.50- 02/01/20491,400,000.004.500%134,550.001,534,550.001,611,277.501,752,555.00 08/01/2049--103,050.00103,050.00108,202.50- 02/01/20501,460,000.004.500%103,050.001,563,050.001,641,202.501,749,405.00 08/01/2050--70,200.0070,200.0073,710.00- 02/01/20511,525,000.004.500%70,200.001,595,200.001,674,960.001,748,670.00 08/01/2051--35,887.5035,887.5037,681.88- 02/01/20521,595,000.004.500%35,887.501,630,887.501,712,431.881,750,113.75 ## Total$24,710,000.00-$17,466,654.21$42,176,654.21$44,285,486.92- ## SIGNIFIC A NT DA T ES Dated 8/20/2026 ## Delivery Date 8/20/2026 ## First Coupon Date 2/01/2027 Yie ld Statis tics ## Bond Year Dollars $388,755.86 ## Average Lif e 15.733 Years ## Average Coupon 4.4929623% ## Net Interest Cost (NIC) 4.3852672% ## True Interest Cost (TIC) 4.3477177% ## Bond Yield f or Arbitrage Purposes 4.2286470% A ll Inc lus iv e Cos t (A IC) 4.3913180% ## IRS Form 8038 ## Net Interest Cost 4.2545963% ## Weighted Average Maturity 15.486 Years Page 122 of 185 10 Cale ndar Ye ar2012B Bonds2015C Bonds2017B Bonds2019C Bonds2019D Bonds2020C Bonds2020D BondsEst. Series 2026BTotal 202692,405.25358,010.6356,109.38190,975.3195,143.13163,800.00794,164.88- 1,750,608.56 202795,586.75360,635.6354,271.88186,407.8192,623.13162,618.75799,556.631,126,129.412,877,829.97 2028356,409.3852,434.38181,840.3195,274.38161,175.00808,274.251,736,581.883,391,989.57 2029357,196.8856,293.13187,615.3192,797.69164,587.50831,458.251,734,088.133,424,036.88 2030359,034.3854,980.63182,732.8195,704.88162,356.25837,758.251,735,400.633,427,967.82 2031355,385.6353,300.63189,059.06160,650.00843,066.001,735,138.133,336,599.44 2032361,921.8857,001.88185,485.79852,600.001,733,300.633,190,310.17 2033362,814.3855,584.38186,886.881,729,888.132,335,173.76 2034358,013.9254,166.88188,061.561,730,019.382,330,261.74 2035358,013.9252,749.3895,622.191,728,313.132,234,698.61 2036357,465.9456,503.131,729,888.132,143,857.19 203754,928.131,729,363.131,784,291.26 203853,320.311,726,738.131,780,058.44 20391,727,131.881,727,131.88 20401,730,203.131,730,203.13 20411,731,043.131,731,043.13 20421,729,520.631,729,520.63 20431,724,900.631,724,900.63 20441,722,951.561,722,951.56 20451,723,361.721,723,361.72 20461,720,736.721,720,736.72 20471,720,110.001,720,110.00 20481,721,212.501,721,212.50 20491,719,480.001,719,480.00 20501,714,912.501,714,912.50 20511,712,641.881,712,641.88 20521,712,431.881,712,431.88 187,992.00$ 3,944,902.53$ 711,644.06$ 1,774,687.04$ 471,543.19$ 975,187.50$ 5,766,878.25$ 44,285,487.00$ 58,118,321.57$ All issuances shown at 105% debt service. ## 2024 Net Revenues Sewer ## Storm WaterWater Utility To t a l ## Operating Revenues7,822,8472,243,4325,074,00515,140,284 Operating Expenses(7,407,400) (2,242,459) (4,382,084) (14,031,943) ## Operating Income415,447973691,9211,108,341 ## Add: Depreciation1,413,0001,037,4191,792,7774,243,196 ## Interest Earnings 149,389210,571205,652565,612 ## Net Revenues Available for Debt Service1,977,8361,248,9632,690,3505,917,149 ## Maximum Projected Debt Service 3,427,967.82 ## Remaining Capacity 2,489,181.2 Co ve rage1.73x ## III. Aggregate Utility Debt and Coverage Page 123 of 185 ## Subject: Notice of Default on Memorandum of Understanding with Cain ## Development Group and RCS-RCA Oak Ridge, LLC for Temporary Certificate of Occupancy at 1 Oak Ridge Dr. ## Prepared by: Nate Kabat ## Background On December 1, 2025, the City Council entered into a memorandum of understanding (MOU) with Cain Development Group (“Operator”) and RCS-RCA Oak Ridge, LLC (“Owner”) for a temporary certificate of occupancy (TCO). The MOU set conditions for the operator, working with the owner, to meet in order to occupy the facility which has been vacant since 2020. To date, the provisions of the MOU have not been implemented. The required parking lot improvements have not been completed, nor have the Owner or Operator applied for permits. Operator has never demonstrated compliance with the requirements of the conditional transient accommodation license, and as a result the phased parking plan and reopening plan in the MOU have not been implemented, and any conditional transient accommodations license expired on April 30 of this year. More than the Owner and Operator’s failure to implement the MOU reopening plan, Operator and Owner are in material default. The MOU defines multiple obligations that the Operator must achieve in order to obtain a Temporary Certificate of Occupancy (TCO). Since entering into the MOU, the Operator has either not pursued or has fallen into non-compliance with those obligations. The letter attached to this memo serves as a notice of noncompliance and default to Cain Development Group (“Operator”) and RCS-RCA Oak Ridge, LLC (“Owner”) under the Memorandum of Understanding dated December 2, 2025 (“MOU”) which the City, the Owner, and the Operator each executed. The letter details the areas of default which include life safety compliance and enhanced security protocols. Based on these areas of default, and the terms of the MOU, the letter provides notice of default, provides the Operator 10 days after receipt of the letter to remedy the default, and notices that the MOU will be terminated if the areas of default are not remedied within the 10 days. ## City Council Action Requested Motion to authorize the City Administrator to sign the letter of notice of default on the memorandum of understanding with Cain Development Group and RCS-RCA Oak Ridge, LLC for temporary certificate of occupancy at 1 Oak Ridge Dr. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 5/4/2026 Page 124 of 185 ## Chaska PD ## Trespassing and Burglary Related Calls for Service ## 1 Oak Ridge From 1/1/2026 to 4/27/2026 Date Time Call Type/Summary: Method of Entry/Damage Arrest/Citation? ## Y/N 2-27-2026 9:08 PM Burglary: Juvenile arrest, unlawful entry and damage Suspects reportedly entered through an open door. Heavy Damage noted inside. ## Yes 3-04-2026 10:21 AM Damage to Property/Vandalism: Spray Paint and garbage found throughout. ## UNK No 3-15-2026 9:17 PM Trespassing: Juvenile arrest, unlawful entry. Suspects entered through open window. Unable to determine new damage from old. ## Yes 3-24-2026 4:10 PM Trespassing: Suspected juveniles entered through a broken window. Left prior to arrival of security/police. Suspects reportedly entered through an open/broken window. ## No 3-30-2026 10:21 PM Trespassing: Juvenile arrest, unlawful entry Suspects entered through an open door. ## Yes 4-13-2026 7:29 PM Burglary: Adult arrest, unlawful entry and tampering Suspects entered through an unlocked window, removing a screen. ## Yes 4-17-2026 7:12PM Trespassing/Damage to Property: Juvenile arrest, exterior damage to the property, alcohol related offenses. Suspects damaged a window, unconfirmed if entry occurred. ## Yes ## 4-19-2026 7:50 PM Trespassing/Possession of Burglary Tools: Adult and juvenile arrest, unlawful entry and burglary tools possession. Suspects entered through an open window. ## Yes Page 125 of 185 Page 126 of 185 Page 127 of 185 ## CITY OF CHASKA ## ONE CITY HALL PLAZA / CHASKA MN 55318-1962 May 4, 2026 ## RCS-RCA Oak Ridge LLC ## 1959 Sloan Pl. Ste. 220 ## Saint Paul, MN 55117CC ## Cain Development Group ## 1849 Landry Ln ## Rock Hill, SC 29732 RE: Memorandum of Understanding dated December 2, 2025 regarding Temporary Certificate of Occupancy for Oak Ridge Hotel located at 1 Oak Ridge Drive, Chaska ## To Whom it May Concern, I am writing on behalf of the City of Chaska regarding the property located at 1 Oak Ridge Drive, Chaska, commonly known as the Oak Ridge Conference Center (“Oak Ridge”). This letter serves as a notice of noncompliance to Cain Development Group (“Operator”) and RCS-RCA Oak Ridge, LLC (“Owner”) under the Memorandum of Understanding dated December 2, 2025 (“MOU”) which the City, the Owner, and the Operator each executed. To date, the provisions of the MOU have not been implemented. The required parking lot improvements have not been completed, nor have the Owner or Operator applied for permits. Operator has never demonstrated compliance with the requirements of the conditional transient accommodation license, and as a result the phased parking plan and reopening plan in the MOU have not been implemented, and any conditional license would have expired on April 30 of this year. More than the Owner and Operator’s failure to implement the MOU reopening plan, Operator and Owner are in material default. The MOU defines multiple obligations that the Operator must achieve in order to obtain a Temporary Certificate of Occupancy (TCO). Since entering into the MOU, the Operator has either not pursued or has fallen into non-compliance with those obligations. The following summarizes the Operator’s current status relative to the defined obligations. • 2.a. Life Safety Compliance. Since entering into the MOU, multiple break-ins have occurred on the property and damage to the facility has been recorded by Chaska Police, including notably on February 27 of 2026 and March 15 of 2026, when the Chaska Police Department first noted extensive damage in Oak Ridge. The Chaska Fire Department also responded to a fire suppression system alarm, and noted damage to the facility’s Page 128 of 185 sprinkler system and tampering with other fire safety systems. Neither the Owner nor the Operator has scheduled inspections to demonstrate that necessary repairs have been made. As a result, fire, life-safety, ADA, and building code requirements are noncompliant and compliance must be demonstrated by successful building and fire inspections. • 2.g. Enhanced Security Protocols. Security previously provided by the Operator is no longer operating at the site. A transition to a security firm provided by the Owner apparently occurred, but is clearly insufficient to address the ongoing security concerns at Oak Ridge. Chaska Police have continued to respond to and arrest trespassers on the property with incidents recorded as recently as April 18 and April 19, 2026. Owner and Operator must demonstrate that the security measures in place at least meet the requirements of Section 2.g of the MOU. Independently of the obligations of the MOU, the City reminds Owner and Operator of their obligations under Minnesota law to take any necessary action to secure the building and prevent Oak Ridge from remaining an attractive nuisance and a hazard to public health and safety. The City ordered the Owner to secure Oak Ridge against trespass, pursuant to Minnesota Statutes § 463.251 in Resolution 2025-55 on September 8, 2025. This remains a standing obligation regardless of the terms of the MOU. Based on the violations listed in this letter, the City of Chaska is hereby notifying the Owner and Operator of 1 Oak Ridge Drive that they are in default of the terms of the MOU. As defined by the MOU, the Operator has a reasonable time period, not to exceed 10 days after receipt of this notice to cure the defaults. If the Operator fails to obtain compliance, the City will revoke any approvals granted pursuant to the MOU including the Temporary Certificate of Occupancy and the conditional transient accommodations license. Please feel free to call me if you have any questions about this matter. ## Sincerely, ## Matt Podhradsky ## City Administrator Page 129 of 185 Subject: Public Improvements – Pioneer Vista ## Prepared By: Denise Beebe, Senior Clerk ## Reviewed By: Matt Clark, City Engineer Installation of public improvements is completed in Pioneer Vista. Consistent with terms of the Development Agreement, Chaska is in a position to formally accept said improvements as public facilities and release the letter of credit in its entirety. ## CITY COUNCIL ACTION REQUESTED Accept public improvements in Pioneer Vista as municipal facilities and release the letter of credit in its entirety. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 5/4/2026 Page 130 of 185 ## Subject: Items Related to the Design for the Chaska Library ## Prepared By: Elise Durbin, Assistant City Administrator ## Background In the fall of 2021, the City Council developed their Strategic Plan (2021-2025) and identified six strategic visions. One of these visions is “In 2025 Chaska has quality City facilities”. From these visions, strategic directions were set. Strategic Direction Two is “Reinvesting in Core Assets: Facilities are adequate to meet growth and reflect community pride.” This vision and strategic direction were identified as city facilities are over 30 years old with little reinvestment put into them, and no longer are able to accommodate the growth in the community since they were built. The Public Safety Facility was identified as the first facility to be updated—construction is now complete and operations are now being conducted out of the facility. The Municipal Services Building (MSB), which includes the Public Works (Streets, Parks, Storm Water, Mechanics, Building Maintenance divisions), Electric, and Water & Sewer departments is the second facility and will be under construction by the end of May. With construction beginning on MSB, the next building to begin design on is the Library. Funding for the library construction was secured with the adoption of the 2026 budget and is anticipated to begin in spring 2028. The City of Chaska is responsible for the capital costs related to the construction and maintenance of the building, while Carver County is responsible for the operation of the library in the building. With this approach, it is important that both entities participate in the design process. Additionally, because of the public use of the building, there should be engagement opportunities for the community to provide ideas and feedback. ## Committees Staff is recommending the library design process will consist of two committees—a library task force made up of elected officials and the public, and a staff design group. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 5/4/2026 Page 131 of 185 ## Library Task Force The Library Task Force will consist of eight elected and appointed members who will meet four times throughout design process with the architect and staff design group. Their role is to review the design work, and they will provide recommendations to the City Council. The makeup will include: ## • County Commissioner (1) – Commissioner Lisa Anderson • City Council member (1) • Library Board member (1) – Amber Barker • Friends of the Library member (1) –Jim Weygand • At large (4) Staff is recommending the City Council appoint the Councilmember who will serve on the task force at the May 4 meeting. Additionally, staff is requesting the City Council call for applications from the community for four members to serve on the task force. If Council approves, applications will be available on the city’s website. Staff plans to coordinate the application process for the library task force as well as the downtown master plan task force. Council will interview candidates for both task forces at a work session in June. ## Staff Design Group The Staff Design Group will consist of nine city and county staff members who will meet regularly throughout the design process. Their role is to have regular interactions with the architect on the design and bring back recommendations to the Library Task Force and the City Council. The make up of the group is as follows: • Carver County/Chaska Library staff (2) ## • Carver County Administration (1) • City of Chaska Administration (2) ## • City of Chaska Building Maintenance (2) ## • City of Chaska Community Development (1) • RJM Representative as the Construction Manager (1) ## Architectural and Engineering Services Staff has developed a Request for Proposals (RFP) for Architectural and Engineering Services to provide design and construction services for the new Library. The project scope includes providing planning and design services for the following areas of the project, including but not limited to architectural, engineering (civil, structural, electrical, mechanical), space programming, schematic design, and construction documents. The RFP timeline is as follows: • Design RFP issued – May 5, 2026 • RFP submittals due – May 26, 2026 • Staff interviews with selected firms – Week of June 8, 2026 • City Council selection of firm – June 15, 2026 Page 132 of 185 The project schedule is as follows: • Space programming/concept design – July-December 2026 • Schematic design phase – January -April 2027 • Design development phase – April-September, 2027 • Construction documents phase – October, 2027-January, 2028 • Bidding and contract award – February-March, 2028 • Construction phase - May, 2028 – Fall 2029 The Staff Design Group will work through the RFP process, including touring other facilities, reviewing the proposals, and interviewing the finalists. This group will make the recommendation to City Council in mid-June on an architect. ## Recommendation Throughout the Building Improvement Program, the Library was identified as the third building that would move forward for improvements. To ensure construction begins in spring 2028, design of the building should begin now. Staff is recommending three items to begin that design process: • Issuing a Request for Proposals for Architectural and Engineering Services for a new Chaska Library Building. • Appointment of one City Councilmember to the Library Task Force. • Authorization to advertise for applications from community members to serve on the ## Library Task Force ## CITY COUNCIL ACTION REQUESTED Motion to approve issuing a Request for Proposals for Architectural and Engineering Services for a new Municipal Services Building, appoint Councilmember ____________ to the Library Task Force, and authorize staff to advertise for applications from community members to serve on the Library Task Force. Page 133 of 185 ## Subject: Initiate Downtown Master Plan Update Process ## Prepared by: Nate Kabat ## Background The City Council adopted Chaska’s first Downtown Master Plan in February, 2012. The intent for the master plan is to provide a coordinated roadmap for policy application and investment by the City and key partners towards a common vision for Historic Downtown Chaska. The plan establishes a vision to “Revitalize downtown Chaska as the hub of community destinations and gathering places that reflect and celebrate our historic character, traditional small town atmosphere and values.” In its 2025 Strategic Plan, the Council directed staff to revisit and review the 2012 Downtown Master Plan to provide a progress update in fall of 2025 and possibly update the plan in 2026. Accordingly, an update was provided in an August 2025 work session. The presentation provided to Council noted that many of the key implementation strategies identified by the 2012 Downtown Master Plan have been implemented or are well underway. Examples include Fireman’s Park, the Landings redevelopment, the rebuild of TH 41 and implementation of the Paseo, and the downtown street reconstruction program. The presentation noted new opportunities are emerging like the process to build a new library, redevelopment sites such as the bus barn, and programmatic partnerships to activate spaces like the Paseo and the soon to be rebuilt City Hall Plaza among others. While Council felt the current vision downtown continues to feel relevant, Council also believes that implementation strategies need to be reviewed and renewed to continue positive momentum downtown. Based on the direction received at the August work session, staff have worked with Jeff Miller at HKGI to develop a scope of work to update the Downtown Master Plan. Jeff and HKGI led the process for the current plan and has had involvement in multiple Chaska Comprehensive Plans, the Downtown Master Plan, downtown streetscape program, and many other Chaska projects in addition to his work in communities throughout the Midwest. Staff believes continuing to work with HKGI for this update enables us to build on this shared knowledge and established relationship. The scope of work is attached to this staff report. Broadly, the timeline is to begin the project in June of this year and complete the plan in early 2027. The scope includes a review of the current plan, a downtown market study, identifying current challenges and opportunities, establishing concepts for key redevelopment sites, and identifying and clarifying implementation roles and goals for the city and key partners. The process includes multiple community engagement opportunities that will tap into key community events and will be guided by a task force. ## REQUEST FOR ACTION ## CHASKA CITY COUNCIL 5/4/2026 Page 134 of 185 The Downtown Master Plan Task Force will provide feedback and direction to Chaska city staff and consultants on the update of the Downtown Master Plan. The task force is planned to meet approximately four times from June 2026 to early 2027. These meetings will be held in the evening and are anticipated to last two hours long each meeting. Staff recommend the task force should consist of the following: ## • Two Chaska City Councilmembers, • One member of the Heritage Preservation Commission • One member of the Planning Commission • One member of the Parks & Recreation Commission • Up to two downtown residents • Up to two at-large residents ## • Two members of the Chaska Downtown Business Alliance ## • The Chair of the SW Metro Chamber of Commerce • A representative of SW Transit • One representative from Carver County • One representative from School District 112 • One representative from St. John’s • One representative from Guardian Angels Recruiting task force members will require three strategies. First, staff requests Council to appoint its two representatives this evening. Second, staff requests Council to call for applications from community members to serve on the task force. With this direction, applications will be made available on the City’s website, and the opportunity will be advertised. Staff plan to coordinate the application process for the downtown task force and the library task for congruently. Third, staff will coordinate directly with the organizations identified in the previous list to determine their representatives. ## Staff Recommendation To initiate the Downtown Master Plan update, staff recommends Council take the following actions this evening: 1. Approve and authorize the City Administrator to sign the scope of work. 2. Appoint two council members to the Downtown Master Plan Task Force. 3. Approve the task force membership list and authorize staff to advertise for applications from community members to serve on the task force. ## City Council Action Requested Motion to approve and authorize the City Administrator to sign the scope of work, appoint Councilmember ___________ and ____________ to the Downtown Master Plan Task Force, and approve the task force membership list and authorize staff to advertise for applications from community members to serve on the task force. Page 135 of 185 2026 ## Proposed Project Schedule ## JUN ## JUL ## AUG ## SEP ## OCT ## NOV ## DEC ## JAN ## FEB ## MAR Task 1 ## Evaluate Downtown Plan Recommendations & ## Future Influences “Where are we today?” Task 2 ## Update Downtown ## Market Positioning “What is the ## Market Demand?” Task 3 ## Identify Issues & Opportunities “Where could we go?” Task 4 ## Explore Ideas & ## Concepts to Establish ## Priority Initiaives/ ## Recommentations “Where do we want to go?” Task 5 ## Prepare Draft Plan ## Document & Identiy ## Implementation ## Strategies/Actions “How will we get there?” Task 6 ## Prepare Final Plan ## Document & Gain ## Approvals ## CHASKA DOWNTOWN PLAN UPDATE ## Meeting with Task ForceJoint MeetingDesign CharretteProject Milestone ## Window of Time to Conduct Community Engagement ## SCHEDULE KEY ## Existing Conditions Updated ## Kick-Off Mtg ## Market Positioning Report Completed ## Draft Plan ## Final Plan ## Vision & Guiding Principles Updated Draft reinvestment/ redevelopment ideas & concepts ## CE #1 River City Days + Online ## CE #2 Latin Festival & Halloween + Online CE #3 State of the City + Online Page 136 of 185 Collaborate. Listen. Explore. Create. ## 800 Washington Avenue North, Suite 103 ## Minneapolis, MN 55401 April 30, 2026 ## TO: NATE KABAT ## COMMUNITY DEVELOPMENT DIRECTOR | CITY OF CHASKA ## ONE CITY HALL PLAZA, CHASKA, MN, 55318 ## RE: Chaska Downtown Plan Update - Proposed Work Scope, ## Schedule, and Estimated Costs ## Project Approach City staff has requested that HKGi provide a project work scope, estimated costs, and a schedule for updating the Chaska Downtown Plan. The work scope includes a downtown market analysis (task 2). We propose LOCi Consulting as a sub-consultant for this work. We have teamed with LOCi Consulting on a number of market and housing analyses at the downtown, city, and county level. Our proposed work scope includes 6 tasks beginning with an evaluation of downtown’s current context, “Where Are We Today”, and an update of the downtown’s market position, "What is the Market Demand" (tasks 1 and 2). This upfront evaluation will include identifying changes that have occurred since the last plan, current and future influences on the downtown, and revisiting the downtown vision and guiding principles. This will include an evaluation of downtown through the lens of the downtown districts/neighborhoods and updating the Potential Revitalization Opportunities map. Tasks 3 and 4 will address the downtown’s issues and opportunities, "Where Could We Go", and then explore potential ideas and concepts to identify "Where Do We Want to Go." We will identify downtown catalyst projects, which may include sites for reinvestment or redevelopment, downtown activation initiatives, and programs to support the downtown business environment. The plan will be updated with design guidance for the downtown overall and specific sites to inspire downtown redevelopment, e.g. wayfinding, ped/bike facilities, public amenities, landscaping, stormwater, awnings, signage. The work scope includes meetings with a project task force, staff, and joint meetings including the Council and appropriate commissions. We are proposing three community engagement opportunities, both in-person events and online input. If the timing works, we are proposing community engagement at River City Days in July, Downtown Halloween and/or Latin Festival in the fall, and the State of the City in January. We envision that the plan update document will be a shorter document than the original downtown plan using a more streamlined and graphic format, e.g. use of bullets and illustrations rather than descriptive paragraphs. The plan will have a focus on identifying implementation strategies. Building upon all of the progress that has been made downtown, the plan update Page 137 of 185 April 30, 2026 ## Downtown Plan Update ## City of Chaska ## Collaborate. Listen. Explore. Create. 2 document will focus on the next phase of downtown physical improvements through reinvestment and redevelopment, including new catalyst projects/sites; activation of the downtown environment; strengthening and growing business opportunities; downtown programs, partnerships, and funding; and generally improving the downtown for businesses, residents, employees, and visitors. ## PROPOSED WORK SCOPE Task 1 - Evaluate the Downtown Plan Recommendations and Future Influences “Where Are We ## Today” 1.1 Project kickoff meeting with staff 1.2 Review and identify findings from related plans, e.g. Chaska 2040 Pedestrian and Bicycle Master Plan, Downtown Chaska Activation Plan, Pathways to Place: ## Activating Downtown Chaska’s Paseo Network, Chaska Wayfinding Signage ## Master Plan 1.3 Update background mapping and information (chapter 3) 1.4 Identify downtown changes since last plan, planned downtown projects, and future influences 1.5 Audit progress on current plan's implementation strategies and actions 1.6 Revisit Vision and Guiding Principles (chapter 4) 1.7 Meeting with project task force and staff Meetings: Staff (1 or 2) Project task force Task 2 - Update Downtown Market Positioning "What is the Market Demand" 2.1 Site analysis 2.2 Demographic review 2.3 Review Carver County housing study (2024) 2.4 Residential review i) Market data (rents, vacancy, absorption) ii) Profile and discuss newer competitive higher-density residential properties in and near the market area 2.5 Retail review i) Overview of existing retail in the market area ii) Market data (lease rates, vacancy, absorption) iii) Discuss newer competitive downtown retail properties in and near the market area 2.6 Mixed use review i) Identify and discuss mixed-use properties developed in and near the market area 2.7 Identify conclusions and findings and prepare report 2.8 Meetings and presentation to staff 2.9 Presentation to task force Page 138 of 185 April 30, 2026 ## Downtown Plan Update ## City of Chaska ## Collaborate. Listen. Explore. Create. 3 Meetings: Staff (1 or 2) Project task force Task 3 - Identify Issues & Opportunities "Where Could We Go" 3.1 Analysis of issues and opportunities by district and neighborhood 3.2 Revisit Potential Revitalization Opportunities map and identify catalyst projects 3.3 Meetings with staff 3.4 Conduct visioning engagement - online vision survey and community event 3.5 Summarize community input 3.6 Meeting with project task force 3.7 Identify preliminary sites and initiatives for exploring concepts 3.8 Update Vision and Guiding Principles (chapter 4) Meetings: Staff (1 or 2) Project task force ## Community engagement event, e.g. River City Days Task 4 - Explore Ideas & Concepts to Establish Priority Initiatives / Recommendations "Where ## Do We Want to Go" 4.1 HKGi prepares high-level concepts for preliminary sites and initiatives 4.2 Conduct design charrette with City staff 4.3 Meeting with project task force to present draft concepts 4.4 Narrow preliminary sites/initiatives to catalysts and advance concepts 4.5 Refine ideas and concepts with staff 4.6 Conduct community engagement on draft vision and concepts - open house and online input opportunity 4.7 Summarize and incorporate community input 4.8 Joint work session (project task force & CC) to present draft concepts ## Meetings: Staff (1) Project task force Joint work session ## Community engagement event, e.g. Latin Food & Music Festival Task 5 - Prepare Draft Plan Document and Identify Implementation Strategies / Actions "How ## Will We Get There" 5.1 Prepare draft plan document 5.2 Identify implementation strategies 5.3 Meeting with staff 5.4 Revise draft plan document 5.5 Meeting with project task force Page 139 of 185 April 30, 2026 ## Downtown Plan Update ## City of Chaska ## Collaborate. Listen. Explore. Create. 4 5.6 Incorporate task force feedback into plan document ## Meetings: Staff (1) Project task force Task 6 - Prepare Final Plan Document and Gain Approvals 6.1 Conduct community engagement on the draft plan - open house and online input opportunity 6.2 Summarize and incorporate community input 6.3 Facilitate staff and task force review and revisions 6.4 Complete final plan document 6.5 Joint meeting (project task force and CC) to present final plan document 6.6 Package final deliverables ## Meetings: Staff (1) Project task force Joint meeting ## PROJECT SCHEDULE HKGi has the capacity to begin this project in May/June and we anticipate completion in approximately 9 months. The proposed schedule is attached. ## ESTIMATED COSTS Task 1: ......................$10,000 Task 2: ......................$15,000 Task 3: ......................$16,200 Task 4: ......................$24,400 Task 5: ......................$20,100 Task 6:.....................$12,600 Reimbursables: ...........$1,600 ## Total:.....................$100,000 If you find this proposal acceptable, please sign and email us a copy. We will consider your signature below as your authorization for us to proceed. Thanks for inviting HKGi to assist the City with the Chaska Downtown Plan Update. We look forward to working with you on this project. Page 140 of 185 April 30, 2026 ## Downtown Plan Update ## City of Chaska ## Collaborate. Listen. Explore. Create. 5 ## SINCERELY, ## BRYAN HARJES, PLA, LEED AP JEFF MILLER, AICP ## PRESIDENT SENIOR ASSOCIATE ## BRYAN@HKGI.CO JEFF.MILLER@HKGI.CO 612-310-2419 612-720-8311 ## SIGNATURE OF ACCEPTANCE: ## CITY OF CHASKA DATE ## __MATT PODHRADSKY, CITY ADMINISTRATOR_________ ## PRINTED NAME Page 141 of 185 Page 142 of 185 Page 143 of 185 Page 144 of 185 Page 145 of 185 Page 146 of 185 Page 147 of 185 Page 148 of 185 Page 149 of 185 Page 150 of 185 Page 151 of 185 Page 152 of 185 Page 153 of 185 Page 154 of 185 Page 155 of 185 Page 156 of 185 Page 157 of 185 Page 158 of 185 Page 159 of 185 Page 160 of 185 Page 161 of 185 Page 162 of 185 Page 163 of 185 Page 164 of 185 Page 165 of 185 Page 166 of 185 Page 167 of 185 Page 168 of 185 Page 169 of 185 Page 170 of 185 Page 171 of 185 Page 172 of 185 Page 173 of 185 Page 174 of 185 Page 175 of 185 Page 176 of 185 Page 177 of 185 Page 178 of 185 Page 179 of 185 Page 180 of 185 Page 181 of 185 Page 182 of 185 ## COUNCIL MEETING/WORK SESSION SCHEDULE Below is a list of the upcoming Council Meetings and Work Sessions to plan for: May 4 th : We will not be having a Work Session on Monday night. We will, however, have a regular meeting of the City Council where we will have some “house cleaning” items to address as well as to have the Council start the official process of authorizing Staff to go out and start the Library design process, as well a solicit members of the public for both our Library Design Task Force and for our Downtown Masterplan Revision. May 18 th : We are not planning currently to have a Work Session prior to the meeting. If that changes, we will let you know. We will, however, have a regular Council meeting with the main items being discussed being the items coming out of the Planning Commission. June 1 st : We are planning on having a Work Session on that night for the Council to complete the interviews for residents to be placed on both the Library and Downtown Master Plan Update Taskforces. Our hope will be to complete them before this meeting and then have the Council formally appoint at the June 15 th meeting-the same night we will be asking the Council to choose the architect for the Library project. June 15 th and June 29 th : We do plan on having meetings on both the 3 rd and 5 th Mondays of the month with the idea that we could then forgo having the meeting on July 6 th , as some people may be gone for a long weekend with 4 th of July falling on a Saturday this year. It is likely that we will have a work session at one of these two meetings, with our topic being the SW Chaska Park. We have been working on getting final estimates of the improvements in SW Park and will be presenting to you with a recommendation on what improvements to move forward with given the pricing and the budget we have allocated for this project. We will let you know more about this as we get closer to these dates. If you are unable to make it to either one of these meetings, please just let me know. ## LEGISLATIVE UPDATE With only about 3 weeks left in session, we have been keeping close track of the bills that will have the most direct impact on Chaska. First, last Tuesday, the Mayor was able to testify on the TIF Extension requestion for the City Square West project. That bill has now been heard in both the House and the Senate, with it needing to be included in a tax bill if it is to go ## Biweekly Report May 4, 2026 ## By: ## Matt Podhradsky ## Matt Podhradsky Page 183 of 185 anywhere. We have been given no indication whether this is a possibility or not. As for the Bonding Bill, we have been in contact with both the House and Senate Capital Investment Committees over the past week, responding to inquiries they have and discussing whether we would be willing to accept less than we requested, and what that number would need to be. At this point it is still unclear whether there will be a bonding bill, but it is good that we are still being asked these questions as that means that we are at least still being considered. This would likely be the last bill completed prior to Session ending if it were to occur. Finally, we have been helping in testimony with Hazeltine seeking assistance from the State for the costs of putting on the major golf events on the course. The PGA has indicated that if this bill were to pass that they would commit to 3 major events between 2030-2040. The dollars would come through the City; we would pay for our costs in the tournaments and support any other costs eligible for State assistance. We are currently unclear whether this will pass or not. If you have any questions about this, please let me know. ## UPDATE ON MSB With us now back on our regular schedule for this project, we are gearing up to start construction on the MSB the third week of May. At this time the contractors will mobilize on the site and start the mass grading work needed for the entire project. This past Monday, Staff was able to hold a “pre-construction” meeting with the neighbors surrounding this project both to let them know what to expect with schedule, but to also get them introduced to the main people RJM will have on site should any issues arise. From that meeting, we did not hear any significant concerns, and we are convinced that we will be able to move forward with construction without having any major inconveniences to the neighbors. Starting the project the 3 rd week of May will put us on a schedule to have the project completed by around Thanksgiving of 2027. If you have any questions about this, please let me know. ## FIREWORKS THIS SUMMER As you are likely aware, there are a few fireworks events we have during the course of the summer. The first is a smaller show we have done on the 4 th of July for several years. The second shows are on both nights of Fire and Ice and are by far our most popular fireworks. The last show we do is during the Latin Food and Music Festival in the late summer to help bring significance to this program. With the 250 th birthday of the United States this year, you can imagine that Fireworks companies are busy-especially around the 4 th of July. Because companies are busy on this date, and we have traditionally held a smaller fireworks display on this night to not compete with Chanhassen’s main town celebration, we were informed this year that our Fireworks company will not have the capacity to provide a show on the 4 th because they have other major shows they have committed to. Because we have been a customer for a long time, they did indicate that they would do a show on the 4 th , but it would have to be significantly bigger, and therefore much more expensive. To look for an alternative to this, we did work with the Fireworks company to come up with an alternative time to hold our normal show while still keeping the same price. What we came up with was to have our show on the evening of Wednesday, July 1 st . Our rationale behind that is that because the 4 th falls on a Saturday this year, there are likely many that are going to add days both to the front and back half of the weekend. We felt that if we could have it on July Page 184 of 185 1 st, we would be able to catch more people still at home and hopefully get a good turnout. As we get closer to this date, we will be advertising this so our residents are aware and hopefully still have a fun event people can enjoy. It should be noted that Fire and Ice is only one week beyond this, so we will also have two large shows the following weekend. If you have any questions about this, please do not hesitate to ask. ## STANDARDS AND POOR TO DO RATING VISIT With us now being within weeks of issuing debt for both our MSB and Water Treatment Plant projects, as well as our City Hall Plaza project, we will be hosting S and P for a meeting this upcoming Monday, May 4 th . The purpose of these visits is to give the rating agency employees the ability to see firsthand the type of growth we are seeing in the community, and to help them feel comfortable with the overall rating that we will receive for our financing. The rating we receive directly impacts the costs of the financing that we receive on projects, with the City receiving favorable financing in the past by keeping a relatively high credit rating for a developing community. While we do not necessarily expect that we will increase our rating as there is still a lot of financing we have to undertake to complete infrastructure needed for a growing City, it would be our hope the we can maintain our current rating to keep access to the most favorable interest rates we can for sale of debt. To help us prepare for this rating call, we are working with our financial advisors at Baker Tilley, who help to make sure that we are highlighting the things we should during this visit. We will let you know how this visit turns out after we get our latest rating. If you have any questions on this, please do not hesitate to ask. ## Upcoming Activities ## Saturday May 2 nd : Annual Christmas in May Event- 7:30 am at St. John’s Church Wednesday May 13: Taste of Chaska Event- 5-9 pm at Fireman’s Park Page 185 of 185