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HomeMy WebLinkAboutMarch 03, 2026 - Council PacketSHAKOPE E Shakopee City Council Regular Meeting Tuesday, March 3, 2026 7:00 PM City Hall, 485 Gorman Street Vision: Shakopee is a distinctive river town with a variety of business, cultural, and recreational opportunities in a safe, welcoming, and attractive environment. Our vision is for Shakopee to continue being the place people want to live, work, and play! Mission: Our mission is to deliver high quality services essential to maintaining a safe and sustainable community. We commit to doing this cost-effectively, with integrity and transparency. 1. Call to Order 2. Roll Call 3. Pledge of Allegiance 4. Oath of Office for Police Chief Jamie Pearson 5. Approval of Agenda 6. Consent Agenda These items are considered routine and will be enacted by one motion. There will be no separate discussion of these unless a council member or staff requests, in which event the item will be removed from the consent agenda for separate discussion & action. 6.a Award of Contracts for Fire Station #2 Remodel 6.b Scott County Public Health's Statewide Health Improvement Partnership Grant Award 6.c Award Low Bid Contract for Valley Crest Park improvements (PR25-002) and Approve Installation of play equipment by Kompan and Purchase of Shelter from Northland Recreation, both using the Sourcewell Contract. 6.d Award a Contract for the Old Carriage Court Corridor Improvements Project and Accept a Proposal from Kimley Horn and Associates, Inc. for Construction 1 Services 6.e Accept a Feasibility Report for the L16 Dual Forcemain Improvements. 6.f Authorize Final Acceptance and Payment for the Valley Crest Trail Project 6.g Accept Donation from Shakopee Youth Baseball Association, Resolution R2026-033. 6.h Approve the renewal of Consumption & Display Permits for 2026. 6.i Approve a Temporary liquor license for Dilemma Brewing Co. dba Shakopee Brew Hall. 6.j Approve a Special Event Permit for the Shakopee Chamber and Visitors Bureau, and suspend city code 114.11 to allow consumption on city streets, for the Shakopee Brew Hall Bock Party Event. 6.k Accept a Proposal from Alliant Engineering for the SS4A Safety Action Plan Development 6.1 Approval of the February 17, 2026, City Council Minutes 6.m Declare one forfeited vehicle as surplus property and authorize disposal 6.n Approve the Interim Use Permit (IUP) and Purchase of Temporary Fire Station 2 Facilities 6.o Approve Municipal State Aid Street System Designations 7. Public Comment Individuals may address the City Council about any item not on the regular agenda. Speakers are requested to come to the center table, state their name and address for the clerk's record, and limit their remarks to three minutes. The City Council will not take official action on items discussed at this time, but may refer the matter to staff for a follow up report or direct that matter be scheduled on an upcoming agenda. 8. Business removed from consent agenda 9. Recess for Economic Development Authority Meeting 10. Reconvene 11. Workshop 11.a 2025 Community Survey Update 12. Reports 2 Liaison and Administration 12.a City Bill List 12.b News and Announcements 13. Other Business 14. Adjourn to March 17, 2026, at 7:00 pm 3 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.a March 3, 2026 Award of Contracts for Fire Station #2 Remodel Nate Reinhardt, Finance Director Action to be considered: Adopt Resolution R2026-036 Motion Type: Simple Majority Background: On January 20, 2026, City Council approved the advertisement for bids to remodel Fire Station #2. This renovation is critical to accommodate future staffing of the station. The building alterations include the addition of five dormitories, additional locker and changing areas, additional showers, a larger kitchen pantry, enhanced decontamination capability, and a new rooftop mechanical unit. Terra Construction prepared and advertised bid documents and opened bids on February 24th, 2026. A total of 62 bids were received for the various categories. The low bidders are as follows: Description QCO1A Final Clean QCO2A Selective Demo QCO3B Concrete & Masonry QCO5C Steel QCO6A Carpentry QCO6E Casework QCO7L Roofing QCO7N Joint Sealants QCO8A Doors Frames Hardware QCO8C Glass QCO9A Gypsum Board QCO9B Tile QCO9C ACT QCO9E Flooring QCO9J Painting Low Bid $10,170 $14,720 $57,985 $66,258 $64,500 $48,728 $124,600 $6,585 $24,500 $11,840 $43,760 $13,460 $16,800 $7,796 $14,415 Low Bidder Cleaniac's LLC Lloyds Construction Services, Inc Northland Concrete & Masonry Superior Steel Erectors Kellingon Construction Reiling Construction Co., Inc. Berwald Roofing Co. Inc. Molin Concrete Products Wheeler Hardware Company United Glass Inc. Common Links Construction LLC Grazzini Brothers & Company Minnesota Acoustics Inc. Marlow Flooring Inc. Colorful Concepts Painting 4 QC10C Bird Netting QC21A Fire Suppression BC22B Plumbing & Mech QC26A Electrical $16,290 $36,400 $289,000 $85,000 H21 Group Summit Fire Protection Falcon Mechanical Inc Teknik Inc. In addition to the construction bids, there are associated construction manager costs (contract with Terra Construction approved October 7, 2025,) for total hard costs of $1,192,312. Soft costs furnished and/or installed separately by the city, including design fees, station alerting system, plymovent, appliances, furniture and fixtures, temporary facilities for staff and a training maze, totaling $551,867. The project also includes a ten percent contingency of $95,281. Th is brings the total project cost to $1,839,458. The original project estimate presented on January 20, 2026 was $1,812,941. City staff received multiple separate quotes for installing a Plymovent vehicle exhaust extraction system for the apparatus bays at Fire Station #2. The system will remove vehicle exhaust during start-ip and as it exits the apparatus bay. Staff recommends awarding the contract to TNC Industries, Inc. in the amount of $67,972 (lowest quote). Electrical and duct work are estimated at an additional cost of $8,000, for a total of $75,972. City staff also received a proposal from Ancom Communications for a station alerting system in the amount of $97,079, including the installation. Staff recommends the Honeywell Phoenix G2 system, which offers native integration with the future Hennepin County Tri-Tech CAD service. To ensure compliance and manufacturer -backed support, the installation will be handled by ANCOM, the region's sole approved provider. City staff also obtained separate quotes for a Self Contained Breathing Apparatus (SCBA) Washer, a purpose-built cabinet washer designed to decontaminate SCBA, PPE, and other firefighting accessories in accordance with NFPA 1851 standards. Staff recommends purchasing and installing the unit from MacQueen Equipment for $29,350, the lowest quote received. Staff also recommends including the Drager Training Maze in the training mezzanine. After reviewing several options, the Drager maze best meets the department's needs and fits the available space. Because purchasing directly from the manufacturer is the only option, staff recommends purchasing and installing the unit from Drager, including freight and installation, for a total cost of $79,589.61. The City contracted with CNH Architects under two separate contracts $19,400 on March 5 7, 2025 for the preliminary design and $41,400 on October 7, 2025 for the final design and construction phase. As the project design progressed the replacement and upgrade of the roof top mechanical units were added to the scope. A structural engineering review was added and determined the existing roof would not support the new unit without steel framing, which had to be designed and detailed. Ductwork also needed to be revised throughout the building to support the new office/residence area. These improvements will provide much better HVAC control for this portion of the station. CNH is proposing an additional agreement of $42,643 to cover this additional work. Recommendation: Adopt Resolution R2026-036, approving contracts for the renovation of Fire Station #2. Budget Impact: The project will utilize the current CIP allocation designated for Fire Station #2 renovation ($1,000,000) and separate CIP allocations for rooftop air handling units ($250,000), AV mini -splits ($80,000) and roof replacement ($40,000), totaling $1,370,000. Based on the low bid amount, the updated total estimated project cost is as follows: CIP Estimate Based on Bid Award Construction Cost $1,370,000 $1,192,312 Owner Soft Costs 551,867 Contingency 95,281 Total $1,370,000 $1,839,458 Construction costs exceeding the budgeted CIP amount will be paid from the Buildings Fund balance. Attachments: Resolution R2026-036 Fire Station #2.pdf Terra Letter of Recommendation SFS2 02.26.26.pdf Shakopee Fire #02 Low Bid Summary 02.26.26 Rev2.pdf Plymovent - TNC Industries Quote.doc Station Alerting - Ancom Proposal.pdf Shakopee Roto Decon SCBA Washer Quote 12-11-25.pdf Shakopee FD - SCBA Confidence Maze - Q#1 36338092 R2.pdf CNH Proposal - Additional Scope 3-3-26.pdf 6 RESOLUTION R2026-036 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA AWARDING CONTRACTS FOR THE RENOVATION OF FIRE STATION #2 WHEREAS, the City of Shakopee through its Construction Manager as Agent, Terra Construction has solicited bids for work from plans developed by CNH Architects for Fire Station #2 improvements and; WHEREAS, Terra Construction has advertised for these bids and solicited proposals and has verified that the bidders have provided the necessary bid bonds and verified the accuracy of their bids and; WHEREAS, Terra Construction has held a bid session to award the work and; WHEREAS, City staff has received quotes for installing a Plymovent vehicle exhaust extraction system and; WHEREAS, City staff has received a proposal for installing a station alert system that will integrate with Hennepin County's Tri-Tech CAD service and; WHEREAS, City staff has received quotes for a Self -Contained Breathing Apparatus Washer and; WHEREAS, City staff has received a proposal for installation of a training maze and; WHEREAS, CNH has proposed an additional agreement covering the design work for the replacement of the roof top mechanical units, HVAC system and related structural engineering; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA AS FOLLOWS: The following bids are awarded: Description QC01A Final Clean QC02A Selective Demo QCO3B Concrete & Masonry QCO5C Steel QC06A Carpentry QC06E Casework QCO7L Roofing QCO7N Joint Sealants QC08A Doors Frames Hardware QC08C Glass QC09A Gypsum Board QCO9B Tile QC09C ACT QC09E Flooring QC09J Painting QC10C Bird Netting QC21A Fire Suppression BC22B Plumbing & Mech QC26A Electrical Low B i d 10,170 14,720 57,985 66,258 64,500 48,728 124,600 6,585 24,500 11,840 43,760 13,460 16,800 7,796 14,415 16,290 36,400 289,000 85,000 Low Bidder Cleaniac's LLC Lloyds Construction Services, Inc Northland Concrete & Masonry Superior Steel Erectors Kellingon Construction Reiling Construction Co., Inc. Berwald Roofing Co. Inc. Molin Concrete Products Wheeler Hardware Company United Glass Inc. Common Links Construction LLC Grazzini Brothers & Company Minnesota Acoustics Inc. Marlow Flooring Inc. Colorful Concepts Painting H2I Group Summit Fire Protection Falcon Mechanical Inc Teknik Inc. 7 The following additional agreements are awarded: Description Plymovent Vehicle Exhaust System Station Alerting System Self -Contained Breathing Apparatus Washer Training Maze RTU, HVAC, Structural Engineering Design Amount $67,972 97,079 29,350 79,582 42,643 Vendor TNC Industries, Inc. Ancom MacQueen Equipment Drager CNH Architects Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 3rd day of March 2026. Mayor of the City of Shakopee ATTEST: City Clerk Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 8 IfTerra CONSTRUCTION February 26, 2026 Ms. Chelsea Petersen 485 Gorman St. Shakopee, MN 55124 cpetersen@shakopeemn.gov RE: Shakopee Fire Station #2 Remodel Dear Ms. Petersen, 763.463.0220 877.604.2118 info@terragc.com terragc.com On behalf of the City of Shakopee, Terra Construction (Terra) received bids at the Shakopee City Hall on Tuesday, February 24th, 2026 for the above referenced project. The Bids were received, open and publicly read aloud for one (1) distinct bid category. Eighteen (18) Quote Categories were received electronically by Terra. Terra has completed its review of the bids and recommends that the award of contracts includes the bidding contractors listed in the attached bid tabulation summary. Please feel free to contact me with any questions. Respectfully Submitted, Terra Construction Kory Reiners Preconstruction Manager Attachment: Low Bid Summary Bid Tabulation 0 21025 Commerce Blvd, Suite 1000 11 Rogers, MN 55374 9 BID OPENING FOR: Shakopee Fire Station #2 Remodel BID DATE: 2/24/2026 Aim Terra CONSTRUCTION LOW BID SUMMARY Description QC01A Final Clean $ LOW BIDS RECEIVED 10,170 Apparent Low Bidders Cleaniac's LLC # of Bids Received 3 QCO2A Selective Demo $ 14,720 Lloyds Construction Services, Inc 5 QC03B Concrete & Masonry $ 57,985 Northland Concrete & Masonry 3 QC05C Steel $ 66,258 Superior Steel Erectors 2 QC06A Carpentry $ 64,500 Kellingon Construction 5 QC06E Casework $ 48,728 Reiling Construction Co., Inc. 4 QC07L Roofing $ 124,600 Berwald Roofing Co. Inc. 2 QC07N Joint Sealants $ 6,585 Molin Concrete Products 1 QC08A Doors Frames Hardware $ 24,500 Wheeler Hardware Company 3 QC08C Glass $ 11,840 United Glass Inc. 2 QC09A Gypsum Board $ 43,760 Common Links Construction LLC 5 QC09B Tile $ 13,460 Grazzini Brothers & Company 2 QC09C ACT $ 16,800 Minnesota Acoustics Inc. 3 QC09E Flooring $ 7,796 Marlow Flooring Inc. 5 QC09J Painting $ 14,415 Colorful Concepts Painting 3 QC10C Bird Netting $ 16,290 H2I Group 1 QC21A Fire Suppression $ 36,400 Summit Fire Protection 1 BC22B Plumbing & Mech $ 289,000 Falcon Mechanical Inc 6 QC26A Electrical $ 85,000 Teknik Inc. 6 SUBTOTAL $ 952,807 62 Owner Construction Contingency (Included In Soft Costs Below) $ - City of Shakopee Preconstruction, CM Staffing & General Requirement Reimbursables Estimate $ 777,350 Terra Construction CGL Insurance $ 6,500 Terra Construction Permit $ 22,083 City of Shakopee CM Fee (3.5%) of Subtotal Above $ 39,573 Terra Construction TOTAL 1,192,312 CITY OF SHAKOPEE SOFT COST ALLOWANCES CNH Design Fees - SD $ 19,400 Station Alerting $ 98,000 Plymovent $ 75,972 Appliances $ 55,000 Furniture: Dispatch, Work Stations, Conference Room, Common areas, Laundry, Dorms, Kitchen, $ 54,450 Training Maze $ 80,000 Owner Construction Contingency $ 95,281 Temporary Workspace and Living Quarters and Temporary Restroom and Shower Trailer $ 75,000 Special Inspections Allowance $ 10,000 CNH Design Fees (DD through CA) $ 84,043 TOTAL SOFT COSTS $ 647,146 TOTAL PROJECT COST SUMMARY TOTAL HARD (CONSTRUCTION COSTS) $ 1,192,312 TOTAL SOFT COSTS ALLOWANCES $ 647,146 TOTAL HARD AND SOFT COSTS $ 1,839,458 Alternates Alt #01 Deduct Apparatus Bay Trench Drain Work $ (4,460) Alt #02 Add Paint to full Height at Apparatus in lieu of 4'0" AFF 6,840 Alt #03 Deduct Exterior Concrete Work $ (8,000) *If accepted, a different contractor is low. 10 TNC Industries, Inc. February 3, 2026 Shakopee Fire Attn: Joe Simon 2700 Vierling Drive E. Shakopee, MN 55379 Re: Station Two Remodel Diesel Exhaust Extraction System Dear Chief, We offer the following price for installing a Plymovent vehicle exhaust extraction system in Shakopee Fire Station Number Two. This vehicle exhaust extraction system meets or exceeds the NFPA requirements for a source capture system as well as the Minnesota State Mechanical Code requirements for a source capture system. The system in the station will be covering five vehicles with diesel exhaust engines. Coverage will be provided for one vehicle in each of the five bays using the Plymovent SBTA31- Slide Balancing Track Assembly. This model will provide coverage at start up and as the vehicle exits the bay. The SBTA31 will cover a distance of 38' from the tailpipe when parked, to the door. We will provide one Plymovent 5hp fan with a Plymovent OS3 Controller, five wireless transmitters for starting the system, five magnetic grabbers, five TopGrade Stainless Steel conicals, ductwork, installation labor and miscellaneous materials. The price for the work outlined above is $67,972. Price does not include roofing or electrical. This work can be covered by the trades doing the remodel. The roofing consists of a 12" tall cone flashing for a spiral duct coming up from the fan. The electrical consists of running power to the Plymovent OS3 control panel and running power from the panel to the Plymovent 5hp fan. A disconnect should be provided. PO Box 326 — Wayzata, MN 55391 — Phone (763) 559-0808 — Email TomEgangtncind.com 11 The price is based on installing the Plymovent system in summer or early fall of 2026. The installation is not affected by the remodel and therefore, it can happen any time after the installation is approved. We appreciate the opportunity to work with your department to protect your firefighters. Sincerely, TNC Industries, Inc. Thomas P. Egan Vice President 2 12 3 13 Shakopee Fire Station #2 - USDD Station Alerting Minimal Plan Proposal ANCOM DELIVERS SOLUTIONS 1800 Cliff Road East Burnsville, MN 55337 (952) 808-7699 7/11/2025 Contained herein is the proposal for installing and commissioning the US Digital Designs Station Alerting System at Shakopee Fire Station 2. 14 ANCOM COMMUNICATIONS INC 4871 19TH STREET NW ROCHESTER. MINNESOTA 55901 SALES, SERVICE AND RENTAL 507-261-1917 Introduction ANCOM Communications is a Burnsville, MN based, Motorola -authorized two-way radio dealer providing sales, service and rental of Motorola two-way radios and pagers. Since 1991, ANCOM has worked with businesses to identify their communication needs and provide cost-effective, innovative solutions. Our customer base spans the utility, manufacturing, construction, chemical, government, and public safety industries. ANCOM Communications is a fully authorized Motorola Service Center. Since 1999, ANCOM has been serving the communications service needs of commercial and public safety customers throughout Minnesota and western Wisconsin. ANCOM is recognized as a "Motorola Service Elite Specialist." (Motorola's highest service facility designation) We are also classified as a Certified Service Center by the Electronics Technicians Association International, an independent national organization. Our technicians are career professionals in the communications industry. We invest heavily on training and certification to ensure that our technical staff is at the fore -front of the quickly evolving field. E-MAIL: saies@aricom_o ; ser ice@ancom.org WEBSI.TE: wmv.ancorn,org el MOTOROLA SOLUTIONS Ra :. S h,tidrs (i•`.a'lrrI PAr*,nPr 15 ANCOM COMMUNICATIONS INC 4871 19TH STREET NW ROCHESTER, MINNESOTA 559€ 1 SALES, SERVICE AND RENTAL 507-287-7917 Statement of Work ANCOM will design, furnish, install, and commission the USDD station alerting system at Shakopee Fire Station 2. This includes the following tasks: • Design the system o ANCOM will work with the fire personnel, and the building design engineers to provide a completely functional system. o Slight changes (speaker location, sign location, etc.) to the design can be made up to the time of actual installation. o Major design changes may require additional materials not included in this proposal. • Furnish the system o ANCOM will order all materials required to complete the installation. o Materials will be stored at the ANCOM warehouse until the time of installation. o The schedule of delivery of materials will be coordinated with the AHJ. • Installation of the system o The entire design will be verified by the fire department staff and the building design team prior to installation. o Final installation schedule will be coordinated through the AHJ. o Installation includes function testing of all components. o Upon completion of the installation, the USDD Station Checklist and Station Acceptance forms must be signed by the AHJ prior to commissioning. • Commissioning the system o USDD will schedule and deploy a station startup technician to complete final commissioning of the system. o Full functionality of the USDD system is dependent on LOGIS having backhaul connection to the server available. Once the project is complete, closeout documentation including test results, as -built diagrams, and equipment cut -sheets will be provided to the customer E-MAIL: sa s@ncom,_o ; ser ice@ancom.org WEBSI.TE: wmv.ancorn,org el MOTOROLA SOLUTIONS Ra :. S h,tidrs (i•`.a'lrrI PAr*,nPr 16 ANCOM 4871 19TH STREET NW ROCHESTER, MINNESOTA 55901 COMMUNICATIONS INC SALES, SERVICE AND RENTAL 507-287-'E917 Quote Breakdown The price for this system, as designed, is as follows: USDD Station Alerting Material Subtotal: $ 71,578.93 USDD Station Alerting Labor Subtotal: $ 25,500.00 Vinco Electrical Contract Material/Labor Subtotal $ 0.0 USDD Station Alerting Grand Total: $ 97,078.93 This quote is valid for 90 days from the date above. Brandon Kollbaum Date: 7/11/2025 Ancom Communications Authority Having Jurisdiction Date: oi MOTOROLA SOLUTIONS E-MAIL: saies@an.com_o; ser ica@ancom.o WEBSITEW,anozirr ., r �J s.-Iuti,r P.h ireI PRr,n4 17 ANCOM COMMUNICATIONS INC 4871 19TH STREET NW ROCHESTER, MINNESOTA 559€ 1 SALES, SERVICE AND RENTAL 507-287-7917 Assumptions: • Materials are ordered upon receipt of a purchase order for the full project cost, as well as 50% down. • All work can occur during normal business hours, M -F (8:00 AM - 4:30 PM) • Escorts will not be required. • Customer agreed to provide lift. • Acceptable equipment locations are available for the required equipment. • Access to all areas will be made available throughout the entire process from project start to completion. • All labor is non-union. • Quote does not include any applicable taxes. • All AC power is to be existing or furnished by others. • Assumes existing accessible cable pathways in all risers. • System to be installed per the design and any changes may result in additional material and labor costs to be paid for by the customer. • Delays beyond the control of ANCOM and their installers will result in additional costs to be paid for by the customer. • Project construction will be scheduled only after all materials have been received by ANCOM. • All vertical cable pathways and roof penetrations will be verified prior to installation and furnished by others. • Conduit and wall boxes for equipment mounting locations will be verified prior to installation and furnished by others. E-MAIL: sa s@ncom,_o ; ser ice@ancom.org WEBSI.TE: wmv.ancorn,org el MOTOROLA SOLUTIONS Ra :. S h,tidrs (i•`.a'lrrI PAr*,nPr 18 Ship To: Shakopee Fire Department ATTN: Dave Giddings 2700 Vierling Drive East Shakopee, MN 55379 Invoice To: SHAKOPEE FIRE DEPT 485 Gorman Street Shakopee MN 55379 Attention: DAVE GIDDINGS MacQueen 350 Austin Circle Delafield, WI 53018 (262) 646-5911 Fax: (262) 646-5912 Branch 16 - DELAFIELD, WI Date 12/11/2025 Time 11:46:38 (O) Page 1 Account No SHAKO004 Phone No Est No 01 047718 Ship Via BEST WAY Purchase Order QUOTE Tax ID No Salesperson 285 / 555 ESTIMATE EXPIRY DATE: 01/10/2026 PARTS ESTIMATE - NOT AN INVOICE Part# Description U *PLEASE CONTACT YOUR SALES REP, SCOTT BAKOS WITH ANY QUESTIONS: 952-300-7983 (CELL), OR EMAIL SCOTT.BAKOS@MACQUEENGROUP.COM * *SHIPPING AND HANDLING NOT INCLUDED* * REFERENCE NUMBER: 047718 CAC-DCN-2401-NA Qty ROTO DECON WASH 1 CIRCUL-AIR Roto-Decon Washer for SCBA systems, boots, helmets, and other hard goods. 240v, 1ph, 60 hz CAC-INSTALL-WASHHM-1 INSTALLATION CIRCUL-AIR HARD MOUNT EXTRACTOR INSTALLATION *ALL INSTALLATION SITES MUST HAVE COMPLETED A SITE SURVEY PRIOR TO SCHEDULING A TECHNICIAN* Authorization: 1 Price Amount 27500.00 27500.00 1850.00 1850.00 Subtotal: 29350.00 Tax: TOTAL: .00 29350.00 VisitUsOnline www.macqueengroup.com 19 Draper Quotation Customer no. 93095640 Customer CITY OF SHAKOPEE FIRE DEPARTMENT CRM USE - D017 2700 VIERLING DR E SHAKOPEE MN 55379-3714 Your request RFP REVISION DATE: 07/10/2025 Your contact person JIM HAWLEY Tel.: 234-430-2930 jim.hawley@draeger.com Dear Customer, Thank you for your inquiry. Please find enclosed our corresponding offer. If you have any further questions, please do not hesitate to contact us. Quotation no.: Responsible: Telephone: Fax: E-mail: Best regards Draeger Inc. 136338092 JIM HAWLEY 234-430-2930 Quotation no. Date of offer 136338092 I 02/26/2026 Please reference on inquiries Payer 93095640 CITY OF SHAKOPEE FIRE DEPARTMENT CRM USE - D017 2700 VIERLING DR E SHAKOPEE MN 55379-3714 Ship -To party 93095640 CITY OF SHAKOPEE FIRE DEPARTMENT CRM USE - D017 2700 VIERLING DR E SHAKOPEE MN 55379-3714 jim.hawley@draeger.com This document has been electronically generated and is valid without a signature. Draeger Inc. Our Tax ID: 23-1699096 3135 Quarry Road; Telford, PA 18969 An Equal Opportunity Employer M / F / V / H Telephone 800-437-2437 http://www.draeger.com Remit to: LOCKBOX (Standard USPS) Draeger, Inc. PO Box 13369 Newark, New Jersey 07101-3362 Remit to: Remit US Wire Transfers to: LOCKBOX (Overnight) Account Name: Draeger Inc. FIS - Lockbox Operations Account Number: 00-494-936 Attn:Draeger, Inc., Lockbox #13369 Transit Routing: 021001033 101 Woodcrest Road SWIFT: BKTRUS33 Suite 201 Deutsche Bank Trust Company Americas Cherry Hill, New Jersey 08003 60 Wall Street 25th FI, New York, NY 10005 20 Draper Quotation Customer no. 93095640 Page 2 / 6 Pos. 0010 0020 0030 Quant. 1 EA 2 EA 3 EA Part no. Description PLEASE SUBMIT / REFER TO THIS QUOTATION WHEN PLACING YOUR ORDER 1903015 SCBA CONFIDENCE MAZE Drager SCBA Confidence Maze Includes design, construction, manuals, and Train -the -Trainer course from certified Drager Swede Survival Trainer. #Maze constructed from a tubular steel framework with wire mesh side panels and thick wood floor panels. #Overall Maze Size # 4 Sections Wide X 6 Sections long X 2 Sections High #Crawl Section Dimension 39" (1000mm) high by 31.5" (800mm) wide #Obstacles o(4) Four Pass Through (Floor Trap Door) 0(1) One Crawling Pipe 0(1) One Collapse Floor Prop 0(2) Two Manhole Obstacle 0(2) Two Casement Door #Refer to sales drawings for overall dimensions, layout, and obstacle detail 1903015 SLIDING DOOR PART Drager SCBA Confidence Maze - Parts #Obstacles: (2) Two Sliding Door Props #Refer to sales drawings for overall dimensions, layout, and obstacle detail 1903015 DIAGONAL HALF PART Drager SCBA Confidence Maze - Parts #Obstacles: (3) Three Grid D (Diagonal Quotation no. Date of offer 136338092 I 02/26/2026 Please reference on inquiries Payer 93095640 Unit price USD 59, 595.03 1,281.20 320.88 Total price USD 59, 595.03 2,562.40 962.64 21 Draper Quotation Customer no. 93095640 Page 3 / 6 Pos. 0040 0050 0060 0070 Quant. 4EA 4EA 1 EA 1 EA Part no. Description Half) #Refer to sales drawings for overall dimensions, layout, and obstacle detail 1903015 HORIZONTAL HALF PART Drager SCBA Confidence Maze - Parts #Obstacles: (4) Four Grid H Upper (Horizontal Half) #Refer to sales drawings for overall dimensions, layout, and obstacle detail 1903015 VERTICAL HALF PART Drager SCBA Confidence Maze - Parts #Obstacles: (4) Four Grid V (Vertical Half) #Refer to sales drawings for overall dimensions, layout, and obstacle detail 1903012 ON -SITE INSTALLATION & SET-UP Estimate 1903010 FREIGHT TO CUSTOMER SITE Estimate Net value excl. Sales Tax Total amount Quotation no. Date of offer 136338092 I 02/26/2026 Please reference on inquiries Payer 93095640 Unit price USD 320.88 320.88 8,300.00 5,602.50 Total price USD 1,283.52 1,283.52 8,300.00 5,602.50 79, 589.61 79,589.61 22 Draper Quotation Customer no. 93095640 Page 4 / 6 Pos. Quant. Part no. Description PLEASE CHECK THIS QUOTE / ORDER CAREFULLY FOR ACCURACY IN PRICING, PART # AND DESCRIPTION. Contact Customer Service immediately if there are any discrepancies. This acknowledgement and note constitutes the entire agreement with respect to the contemplated transaction and supersedes all previous negotiations, proposals, writings, advertisements, or publications. Date is subject to change upon receipt of order. Payment terms: Advanced payment Offer valid until: 08/10/2025 Quotation no. Date of offer 136338092 I 02/26/2026 Please reference on inquiries Payer 93095640 Unit price USD Total price USD 23 Draper Quotation Customer no. 93095640 Page 5 / 6 Pos. Quant. Part no. Description Approx. 14 weeks after receipt of purchase order and notice to proceed. Subject to project backlog at time of order entry Notes: 1) Please note pricing does not take into consideration any prevailing wage requirements, unless communicated to Draeger beforehand. If a prevailing wage requirement exists, customer will provide this information prior to PO submittal to Draeger. Pricing will be subject to change. 2) All funds are in US Dollars. 3) Bonding price, if required, not included. 4) Price information valid 30 days from date on form. Pricing is subject to change once quotation is past validity. 5) Any building or electrical contractor permits are responsibility of customer and are not included. 6) Warranty is 12 months after handover. 7) Training Systems which have completed fabrication but cannot be delivered due to delays on the part of the customer, may be charged a Storage Fee in the amount of 2% of the project value, to be assessed every thirty days after an initial 30 -day free storage period has passed, until delivery is possible. 8) Milestone Payment terms: A. 25% of total project price will be invoiced on notice to proceed. B. 50% of total project price will be invoiced at delivery. C. 25% of total project price will be invoiced after installation and training (if applicable). 9) Country of Origin (CoO) for all Class B fire training systems: Canada 10) Meets Berry Amendment and BAA requirements. In the event Customer is not ready for product to be delivered on the confirmed delivery date, Customer must notify Draeger, Inc. 30 days prior to confirmed delivery date to reschedule. If Customer fails to provide notification, Draeger, Inc. may invoice Quotation no. Date of offer 136338092 I 02/26/2026 Please reference on inquiries Payer 93095640 Unit price USD Total price USD 24 Draper Quotation Customer no. 93095640 Page 6 / 6 Pos. Quant. Part no. Description Customer for products and any additional costs to hold product until Customer is ready for delivery. Quotation no. Date of offer 136338092 I 02/26/2026 Please reference on inquiries Payer 93095640 Unit price USD Total price USD 25 DRAEGER, INC. TERMS AND CONDITIONS OF SALE (SAFETY) 1. GENERAL. These terms and conditions are integral to the agreement governing the sale and purchase of goods ("Goods") and service ("Service") between the seller, Draeger, Inc. ("Draeger"), and the purchaser ("Customer"). Goods and Service are referred to herein collectively as "Product." The agreement governing this sale and purchase of Product ("Agreement") consists of the following, all of which are hereby incorporated herein by reference: (i) these terms and conditions, (ii) the written sale or service agreement, if any, signed by Draeger and Customer (referred to herein singularly as "Party" and collectively as the "Parties"), including schedules thereto, that is in effect on the date the applicable Purchase Order ("PO") is delivered to Draeger, and any amendments thereto ("Contract Document"), (iii) any price quote ("Quote"), and (iv) any PO submitted by Customer with respect to a Quote; provided, however, Draeger shall not be bound by any terms, conditions, or other provisions in a PO that are different from, in addition to, or inconsistent with, the other provisions of this Agreement. 2. PRICES. (a) Prices are as stated in the Contract Document. If no Contract Document is in effect at the time the order is filled, the prices shall be as stated on the applicable Quote; provided, that such Quote is valid at that time. In all other cases, prices are those currently in effect on Draeger's standard price list at time of shipment. Unless otherwise stated in writing by Draeger, prices include the cost of standard domestic packing. Prices exclude charges for freight, unloading, storage, insurance, taxes, excises, fees, duties, or other charges related to Product. Customer shall bear the cost of all applicable sales, use, property, excise, and manufacturer's taxes and any duties, license, or similar fees, which may be imposed upon the sale, use, or performance of the Product. (b) If this Agreement is for multiple years, then the prices set forth herein are fixed only for the first 12 months hereof. Thereafter, Draeger may adjust the prices ("Price Adjustment"), pursuant to a proposed Price Adjustment notice ("Price Adjustment Notice"). Draeger shall provide the Price Adjustment Notice to Customer, in writing, specifying the adjustment, no less than 90 days in advance of a proposed Price Adjustment ("Price Adjustment Notice Period"). If Customer objects to the proposed Price Adjustment during the Price Adjustment Notice Period, then, notwithstanding anything else in this Agreement to the contrary, Draeger may cancel this Agreement with 60 days' notice without penalty ("Price Termination Notice"). During the 60 -day Price Termination Notice period, Customer may continue to purchase Products at the then - current price. If Customer does not object to the proposed Price Adjustment, then such proposed Price Adjustment shall go into effect on the date stated in the proposed Price Adjustment Notice and shall be incorporated herein by reference. Draeger shall fill all POs received prior to the effective date of the Price Adjustment or, if earlier, the termination of this Agreement, at the then -current prices. Unless otherwise agreed to by Draeger and Customer, all other terms, conditions, and provisions of this Agreement shall continue unchanged and remain in full force and effect after any such Price Adjustment. A Price Adjustment does not obligate any of the Parties to agree to any other modification of this Agreement. 3. PAYMENT TERMS. (a) Unless otherwise agreed in writing, Customer shall make payment in full without any set-off (for any reason) no later than 30 days from the date of invoice in United States Dollars ("USD"). Partial shipments of Goods shall be invoiced as shipped. Draeger reserves the right to require (i) payment in advance, (ii) cash on delivery, or (iii) a modification of credit terms. (b) Notwithstanding the foregoing, payment on advance orders paid by credit card shall be charged and paid for at that time of the order. All payments made with personal credit cards may include an administrative fee of up to 2.8% of the value on the invoice. Payments made through corporate purchasing credit cards may include an administrative fee of up to 2.5% of the value on the invoice. (c) Draeger reserves the right in the event of late payment: (i) to suspend all deliveries or Service or to cancel any of its outstanding obligations under this Agreement; or (ii) to charge interest on the late payment calculated on a day-to-day basis until the actual date of payment at the lower of (A) an annual rate of 12% or (B) the maximum rate allowed by law. Such remedies are in addition to any other rights or remedies available to Draeger under the law. (d) If Customer pays less than the full amount due, the payment will be applied toward the outstanding balance. Draeger's acceptance of part of the amount due shall not interfere with Draeger's right to recover the balance of the amount due or right to pursue any other right or remedy under the law. (e) All POs are subject to credit approval by Draeger. 4. DELIVERY, INSTALLATION, RISK, AND TITLE. (a) Title to, and risk of loss for, the Goods shall pass to Customer upon delivery as determined on the basis of FCA (INCOTERMS 2020) prepay and add all related transportation and insurance costs as a separate line item to the invoice to Customer unless Customer provides their own transportation provider and/or account number in which case the delivery is determined on the basis of EXW (INCOTERMS 2020). Upon passage of title of the Goods from Draeger to Customer or, if earlier, the date as of which Draeger makes a commercially reasonable attempt to deliver Goods, Customer shall be responsible and liable for, and agrees to defend and indemnify Draeger against, all claims, injuries, losses fines, penalties, damages, or costs resulting from Customer's storage, handling, disposal, release, use, or resale of the Goods or their containers. (b) Delivery, installation, and completion dates are only approximate and Draeger will not be liable for failure to meet such dates. Notwithstanding the foregoing, 1 Draeger shall use reasonable efforts to meet quoted delivery, installation, and completion dates. Partial shipments may be made at Draeger's sole discretion or, with Draeger's consent, at Customer's request. (c) Unless stated otherwise in writing by Draeger, freight and transportation costs, including standard ground transportation, packing, custom duties, and other similar charges, shall be borne as follows: (i) for PO orders equal to or less than $15,000, Customer shall bear all such costs, (ii) for PO orders greater than $15,000, Draeger shall bear all such costs. Notwithstanding the foregoing, in the event Customer requests an expedited order, Customer shall bear the additional costs. (d) Customer shall use commercially reasonable efforts to allow for timely delivery of Goods, including, without limitation, providing instructions, granting access during Customer's business hours (or such other time agreed by the Parties), and obtaining any required licenses or permits. (e) Installation costs, if applicable, are included in the price of Goods, unless indicated as a separate Service on the Contract Document or Quote. Customer is responsible for ensuring that the installation site is fully prepared prior to installation and for bearing all costs necessary to prepare site for installation in accordance with Draeger's instructions, including, without limitation, (i) engaging in any required labor, (ii) acquiring any required materials, (iii) to the extent applicable, ensuring that the Customer's network (A) meets any Draeger specific requirements, and (B) is fully functioning as mandated by all manuals and other instructions requested of Customer by Draeger, and (iv) ensuring compliance with all governmental requirements, including without limitation, all certifications and approvals for installation and operation. Customer shall provide to Draeger or its subcontractor, as applicable, access to the installation site and, if required, safe and secure space on site for storage of Goods and equipment prior to and during installation. 5. ACCEPTANCE. Customer shall inspect Goods received and notify Draeger of any Nonconforming Goods prior to acceptance. Goods shall be deemed to be accepted by Customer 15 days from date of delivery; provided, however, that (i) if earlier, acceptance shall occur immediately on the first day Customer uses Product, or (ii) with respect to Goods requiring installation (other than connection to Customer network), acceptance shall occur on the earlier of 5 days after installation or 30 days after delivery. Installation shall be deemed to be completed upon final verification under Draeger's standard procedures that Goods meet all applicable written performance obligations. For this purpose, "Nonconforming Goods" means (i) Goods that are different from those identified on the PO confirmation or (ii) Goods with label or packaging that incorrectly identifies contents. Draeger shall, at its sole discretion, replace Nonconforming Goods with conforming Goods or credit or refund the price of Nonconforming Goods. Such remedy is the exclusive remedy for Nonconforming Goods. Draeger shall bear the shipping costs related to return and replacement of Nonconforming Goods. 6. CHANGES AND RETURNS. (a) POs may not be changed or canceled after PO is accepted by Draeger. (b) Draeger reserves the right, subject to written notice, to substitute Goods or change specifications of Goods, which, in Draeger's judgment, does not materially affect the installation, performance, function, or price thereof Goods may only be returned with prior authorization from Draeger. Eligible returns must follow the Customer Material Return Process in effect at the time of return as specified at https://www.draeger.com/Library/Content/RMA-Process-Safety-2023.pdf and which is hereby incorporated herein by reference ("RMA Process"). Unless warranty applies or in the case of a Nonconforming Good, restocking fees of up to 25% may apply. 7. DELAY OR FAILURE TO PERFORM OBLIGATIONS. (a) Draeger shall not be deemed to be in breach or otherwise liable for any delay or failure in performance of any of its obligations under this Agreement caused, in whole or in part, by any act or omission of Customer or its agents, subcontractors, or employees. (b) Neither Party shall be liable for failure to perform obligations (except for payment obligations) under this Agreement to the extent that such failure arises out of events beyond its reasonable control including, but not limited to, acts of government or compliance with any governmental laws, rules or regulations, acts of God, war, terrorist threats or acts, civil disturbance, fire, or other casualty, pandemic, strike, labor dispute, or unavailability of labor, carriers, raw materials, power, or supplies. Any delivery date may be extended, at Draeger's option, to the extent of any delay resulting from any such event. 8. WARRANTY. (a) Goods. Draeger warrants that under normal use and with prescribed maintenance, storage, and care, Goods are free from defects in material and workmanship for the warranty period. Except as provided in a separate warranty statement in Goods manual or otherwise provided with Goods, the warranty period for new capital equipment is 12 months from date of delivery and disposable and consumable Goods (excluding sensors) are warranted at time of delivery only. All other Goods are warranted for 90 days from (i) date of delivery or (ii) in the case of software, date of implementation sign - off, or first productive use. Warranty is conditioned on (i) Customer providing immediate written notice of warranty -related claim to Draeger and following RMA Process, (ii) no repairs, modifications, or alterations being made to Goods other than by Draeger or its authorized representatives, (iii) Customer handling, using, storing, installing, operating, cleaning, and maintaining Goods in compliance with the instructions and specifications provided with Goods or incorporated into this Agreement, (iv) use of Goods only for the use intended by Draeger, (v) defect not related to the attachment of Goods to non-Draeger U.S. Terms and Conditions of Sale (Safety) Effective — July 2023 4877-6831-8559, v. 4 26 supplied equipment or to Customer's network issues, (vi) Customer having fulfilled its payment obligations for Goods, and (vii) an inspection by Draeger that reveals that Customer's claim is valid under the terms of the warranty. Customer's remedy for a breach of this warranty is limited to repair, replacement, credit, or refund, at the sole option of Draeger. Repair or replacement may be with parts or product that are new, used, or refurbished. Repairs or replacements shall not interrupt, extend, or prolong the warranty period. (b) Service. Draeger warrants that the Service shall be performed in a professional manner in accordance with generally recognized industry standards for similar service. Claims for breach of this Service warranty must be submitted to Draeger in writing within 90 days of the completion of Service. Customer's remedy for breach of Service warranty is limited to reperformance, credit, or refund, at the sole option of Draeger. (c) Third -Party Product. If this Agreement includes the sale of third -party product not manufactured by Draeger or any of its affiliates, such products are provided to Customer solely at the direction of Customer with no recommendation by Draeger. Draeger makes no warranty for any third -party product. Customer's sole warranty for any third -party product, if any, is the original manufacturer's warranty, which Draeger agrees to pass on to Customer, as applicable. The obligation of Customer to pay Draeger for the third -party product is absolute and unconditional, and Customer waives and releases Draeger from all claims, damages, and losses arising out of such third -party product regardless of any claims Customer may have regarding such third -party product. (d) No Other Warranties. THE WARRANTIES IN THIS SECTION 9 ARE THE SOLE AND EXCLUSIVE WARRANTIES MADE WITH RESPECT TO PRODUCT. DRAEGER MAKES NO OTHER WARRANTY EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION, WARRANTIES OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE, TITLE, THIRD -PARTY NONINFRINGEMENT, COURSE OF DEALING, AND USAGE OF TRADE. DRAEGER DOES NOT WARRANT OR GUARANTEE THAT ANY PRODUCT WILL BE SECURE FROM CYBER THREATS, HACKING, OR SIMILARLY MALICIOUS ACTIVITY. DRAEGER DOES NOT WARRANT ANY CUSTOMER OR THIRD -PARTY PROVIDED NETWORK OR THE PERFORMANCE OF PRODUCT AS IMPACTED BY SUCH NETWORK CONNECTION. 9. SERVICE BRIDGE SOLUTION. If Customer's use of Goods purchased is likely to be interrupted or delayed for an extended period due to the need to service the Goods, delay in delivery, or recall, upon Customer's request, Draeger may, to the extent available, temporarily place reasonably comparable equipment with Customer for its use until such time as the affected Goods are returned, repaired, or delivered, as applicable. Such placement is part of Draeger's warranty, contracted Service, or recall obligations, as applicable, and provided at no additional charge to Customer. Customer's option for such temporary use of equipment shall mitigate any damages or losses, if any, that would otherwise be incurred by Customer for such period. 10. INDEMNITY. To the extent permitted under applicable law, Draeger and Customer (each as "Indemnitor") shall indemnify the other Party and its affiliates (collectively "Indemnitee") from and against all third -party claims alleging bodily injury, death, or damage to the third -party's tangible property, but only to the extent caused by the Indemnitor's negligence or willful misconduct. No part of Customer's sites is considered third -party property for purposes of this indemnity. Indemnitee shall provide Indemnitor with prompt written notice of any third -party claims covered by this Section 10. Indemnitor has the unrestricted right to select and hire counsel and the exclusive right to conduct the legal defense or settle the claim on the Indemnitee's behalf; subject to Indemnitee's consent, which shall not be unreasonably withheld or delayed. Indemnitor shall not make any admissions that might be prejudicial to the Indemnitee. 11. INSURANCE. If during the term of this Agreement Draeger may need access to Customer's premises to perform Service or for other reasons, Customer shall, at its own expense, maintain and carry insurance in full force and effect which includes, but is not limited to, commercial general liability in a sum no less than $1,000,000 per occurrence and $5,000,000 in the aggregate with financially sound and reputable insurers. Upon Draeger's request, Customer shall provide Draeger with a certificate of insurance from Customer's insurer evidencing the insurance coverage specified in this Agreement and which names Draeger as an additional insured. Customer shall provide Draeger with 30 days advance written notice in the event of a cancellation or material change in Customer's insurance policy. Except where prohibited by law, Customer shall require its insurer to waive all rights of subrogation against Draeger's insurers and Draeger. 12. LIMITATION OF LIABILITY. IN NO EVENT SHALL ANY PARTY BE LIABLE TO THE OTHER PARTY OR THEIR AFFILIATES, WHETHER IN CONTRACT, TORT (INCLUDING NEGLIGENCE), STRICT LIABILITY, INDEMNITY, OR ANY OTHER LEGAL THEORY, FOR LOST PROFITS OR LOST STORED, TRANSMITTED, OR RECORDED DATA, OR FOR ANY SPECIAL, CONSEQUENTIAL, INCIDENTAL, PUNITIVE, OR EXEMPLARY DAMAGES, EXCEPT AS EXPRESSLY STATED IN THIS AGREEMENT, WITH RESPECT TO ANY MATTERS RELATING TO THIS AGREEMENT, REGARDLESS OF WHETHER THE OTHER PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF THE SAME. DRAEGER'S MAXIMUM LIABILITY UNDER THIS AGREEMENT IS THE ACTUAL PURCHASE PRICE RECEIVED BY DRAEGER FOR THE PRODUCT THAT GIVES RISE TO THE CLAIM. 2 U.S. Terms and Conditions of Sale (Safety) Effective — July 2023 4877-6831-8559, v. 4 13. PATENT, TRADEMARK, AND OTHER INFRINGEMENT CLAIMS. In the event of any claim, suit, or proceeding brought against Customer alleging any Draeger manufactured Good violates any patent, trademark, or copyright about which Customer notifies Draeger in writing within 5 days after Customer becomes aware of the allegation, Draeger shall, at its option and expense, (i) defend such claim, suit, or proceeding, (ii) procure the Customer's right to use the Good, (iii) remove or modify the Good to avoid infringement, or (iv) allow Customer to return the Good and refund the purchase price paid to Customer less reasonable depreciation for Customer's use of the Good. In the event of defense of such claim, suit, or proceeding, Customer shall give Draeger information, assistance, and exclusive authority to fully control the defense and settlement of such claim, suit or proceeding. This indemnity shall not apply if Customer modifies or combines, operates, or uses the Good with any product, data, software, apparatus, or program not provided by Draeger and Customer shall indemnify and hold Draeger harmless against any liability or expense, including reasonable attorneys' fees, incurred by Draeger in connection therewith. 14. RIGHTS IN SOFTWARE, DOCUMENTATION, AND INTELLECTUAL PROPERTY. To the extent software, data, or other documentation or information (collectively, "Software") is embedded in or delivered with any Goods sold under this Agreement, the sale of such Goods shall not constitute the transfer of the ownership rights in such Software. The Software shall remain Draeger's property and Draeger grants to Customer a non-exclusive, non -transferable license solely to use the Software for the purpose, and in the manner, for which the Software was designed and produced. Customer shall not modify, reverse engineer, or create derivative works based on any of the Software, or permit any third party to do so. In addition, to the extent any third -party software is included in the Software, Customer will comply with any third -party software license terms provided by Draeger to Customer. Software that is provided separately to Customer as a Product is not included under this Section 14, but is governed under a separate license agreement, and may be subject to a licensing fee. 15. DATA PROTECTION. The Parties agree to comply with any privacy and data protection laws, including without limitation the General Data Protection Regulation (GDPR), to the extent relevant to the exchange of data between the Parties or storage or exchange of data in connection with Product provided hereunder. 16. TERMINATION. In addition to any remedies that may be provided under these terms and conditions, Draeger may terminate this Agreement or any part thereof with immediate effect upon written notice to Customer, if Customer: (i) fails to pay any amount when due under this Agreement and such failure continues for 30 days after Customer's receipt of written notice of nonpayment; (ii) has not otherwise performed or complied with any obligations of this Agreement, in whole or in part; (iii) becomes insolvent, files a petition for bankruptcy or commences or has commenced against it proceedings relating to bankruptcy, receivership, reorganization or assignment for the benefit of creditors; or (iv) undergoes a change of control or ownership. 17. CONFIDENTIAL INFORMATION. All non-public, confidential, or proprietary information of Draeger disclosed by Draeger to Customer, whether disclosed orally or disclosed or accessed in written, electronic, or other form or media, and whether or not marked, designated, or otherwise identified as "confidential" in connection with this Agreement is confidential, solely for the use of performing this Agreement and may not be disclosed or copied unless authorized in advance by Draeger in writing. This Section does not apply to information that is: (a) in the public domain; (b) known to Customer at the time of disclosure without any confidentiality or restriction on use; or (c) rightfully obtained by Customer on a non -confidential basis from a third -party. 18. OTHER TERMS. (a) Compliance with Laws. The Parties shall comply with all applicable laws and regulations, including, but not limited to, any laws and regulations relating to the import, or export, of any Product or associated technical data. (b) Benefit and Assignment. Neither Party may assign, subcontract, or delegate any rights or obligations under this Agreement, without the prior written consent of the other Party, unless otherwise stated in this Agreement. Notwithstanding the foregoing, Draeger may assign any of its rights and obligations under this Agreement to one of its affiliates without notice to, or consent of, Customer. This Agreement shall inure to and be binding on the Parties and their respective successors, permitted assigns, and legal representatives. This Agreement is for the sole benefit of the Parties hereto and their respective successors and permitted assigns and nothing herein, express or implied, is intended to or shall confer upon any other person or entity any legal or equitable right, benefit, or remedy of any nature whatsoever under or by reason of this Agreement. (c) Modification. This Agreement may not be changed, modified, or amended, except in writing signed by duly authorized representatives of the Parties. (d) Governing Law, Venue, and Waiver of Jury Trial. This Agreement shall be governed by and construed in accordance with the laws of the Commonwealth of Pennsylvania, without giving effect to any conflict of law provisions. The Parties hereto hereby agree that the application of the United Nations Convention on Contracts for the International Sale of Goods does not apply to this Agreement and is expressly excluded. Any legal suit, action, or proceeding arising out of or relating to this Agreement shall be brought before a court of competent of jurisdiction located in the Commonwealth of Pennsylvania. The Parties irrevocably submit to the exclusive jurisdiction of such courts in any such suit, action, or proceeding. EACH PARTY WAIVES ALL RIGHTS TO A TRIAL BY JURY IN CONNECTION WITH ANY DISPUTE ARISING UNDER THIS AGREEMENT. 27 (e) Integration and Survival. This Agreement together with any attachments or other documents incorporated by reference herein, constitute the entire agreement. The terms of this Agreement that by their nature are intended to survive its expiration or termination will continue in full force and effect after its expiration or termination. (f) Severability; Headings. No provision of this Agreement, which may be deemed unenforceable, will in any way invalidate any other portion or provision of this Agreement. Section headings are for reference only and will have no substantive effect. (g) Waiver. No waiver of any of the provisions of this Agreement is effective unless explicitly set forth in writing and signed by the Parties. No failure and no delay in exercising, on the part of any Party, any right under this Agreement will operate as a waiver thereof, nor will any single or partial exercise of any right preclude the further exercise of any other right. (h) Relationship of the Parties. The Parties are independent contractors. Nothing contained in this Agreement shall be construed as creating any agency, partnership, joint venture, or other form of joint enterprise, employment, or fiduciary relationship between the Parties, and neither Party shall have authority to contract for or bind the other Party in any manner whatsoever. (i) Injunction. Customer agrees that the remedies at law may be inadequate to protect Draeger against any actual or threatened breach of Sections 14 or 17 of this Agreement, and, without prejudice to any other rights and remedies otherwise available, Draeger will be entitled to seek injunctive relief (j) Limitation of Actions. Any action against Draeger arising out of this Agreement shall be commenced within one year from the date such cause of action has accrued, otherwise the same shall be barred. (k) Notices. Notices shall be in writing and shall be deemed served upon receipt and shall be delivered in person or by nationally recognized courier or certified mail to Draeger, Inc. 3135 Quarry Road, Telford, PA 18969, Attention President with a copy to the same address to the attention of General Counsel (such copy shall not constitute service of process). End of Terms and Conditions of Sale (Safety) 3 U.S. Terms and Conditions of Sale (Safety) Effective — July 2023 4877-6831-8559, v. 4 28 Architects C N H 7300 WEST 1471H STREET I SUITE 504 I APPLE VALLEY, MN 55124 1952.431.4433 PROPOSAL FOR ADDITIONAL ARCHITECTURAL SERVICES PROJECT: CNH No.: CLIENT: Shakopee Fire Station #2 Remodel 25012 City of Shakopee ASA #01 — Expanded DD -CA Scope February 24, 2026 Ms. Chelsea Peterson Assistant City Administrator City of Shakopee Shakopee City Hall 485 Gorman Street Shakopee, MN 55379 DESCRIPTION This proposal expands the remodeling of the Shakopee Fire Station #2 based on the change in project budget increasing from $598,000 to $1,189,000. This increase mostly is the result of bringing forward the CIP budgets for reroofing flat roof and rooftop unit replacement. This specifically includes the addition of two new rooftop units, a complete replacement of HVAC ductwork in office & residence area, replacement of acoustical panel ceilings due to ductwork replacement, replacement of the flat roof at the rooftop unit locations, structural support of new rooftop units, and replacement of hot water heater. This represents an increase in project scope of 98.8% which was used in calculating the added fee for this work. GENERAL We propose to perform our additional services including the following services: SERVICES PROVIDED Design capacity loads for new rooftop units Select rooftop unit models Redesign ductwork based on new RTU units Reroof flat roof at RTU with Garland system Structural support of RTU based on new unit weights Changes to floor drain scope Expand extent of remodel area and revise multiple times Rework APC ceiling grid Construction documents for above Specifications for above Extend project schedule and add Owner meetings to meet expanded scope YOUR SUCCESS IS OUR INSPIRATION. CNH ARCHITECTS 1 29 — Expand construction administration including shop drawings, RFI's, and site review related to expanded scope FEE We propose the above additional services for an additional fixed fee of $42,643, plus reimbursable expenses as indicated in our original contract. This proposal fee is valid for 30 days from the date of this document. AGREEMENT Upon acceptance, this additional fee proposal becomes a part of the original Professional Service Agreement dated October 1, 2025. All items are to remain as originally indicated except as modified herein. SCHEDULE This work had been completed through the CD phase and is currently bidding. The remainder of the construction administration phase will continue per schedule determined by the Construction Manager. We appreciate working with you on this project and look forward to meeting these additional needs. Sincerely, Quinn S. Hutson, AIA, LEED AP Principal CNH Architects, Ltd. ACCEPTED BY: Signature: Name: Title: Date: YOUR SUCCESS IS OUR INSPIRATION. CNH ARCHITECTS 2 30 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.b March 3, 2026 Scott County Public Health's Statewide Health Improvement Partnership Grant Award Andrea Harrell, Grants and Special Projects Coordinator Chelsea Petersen, Assistant City Administrator Action to be considered: Adopt Resolution R2026-031, accepting Scott County Public Health's Statewide Health Improvement Partnership (SHIP) grant award and authorizing the City Administrator to execute the necessary contracts and agreements applicable to accept this award. Motion Type: Simple Majority Background: At its December 16, 2025 meeting, Council approved the application to the Scott County Public Health's Statewide Health Improvement Partnership grant via Resolution R2025- 145. The SHIP grant is providing funding for two projects: a parent tent and equipment for community -based events, and pickleball equipment for employee wellness. The parent tent will be available for the public to utilize for a private space to nurse young children, and the pickleball net and equipment will be available to employees to encourage engagement in team -based physical activity during their break times. Recommendation: Adopt Resolution R2026-031. Budget Impact: A 10% match is required; however, it can be provided through an in -kind match of staff time. Attachments: Resolution R2026-031 AWARD.docx Resolution R2025-145.pdf 31 RESOLUTION R2026-031 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING SCOTT COUNTY PUBLIC HEALTH'S STATEWIDE HEALTH IMPROVEMENT PARTNERSHIP (SHIP) GRANT AWARD AGREEMENT WHEREAS, the City of Shakopee applied to the Scott County Public Health's Statewide Health Improvement Partnership (SHIP) grant, previously approved via Resolution R2025-145 on the 16th day of December 2025, and WHEREAS, the grant award is to provide funding for the purchase of a tent and equipment to support parents during community events, and a pickleball net and equipment to encourage employee exercise on breaks, and WHEREAS, the City of Shakopee was awarded the Scott County SHIP grant for $6,644, and WHEREAS, the City of Shakopee recognized that a 10% match was required, but can be provided through an in -kind match of staff time. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA AS FOLLOWS: the City of Shakopee recognizes it has been awarded a grant by the Scott County Public Health, agrees to accept the grant award and grant agreement for the above -referenced project, and authorizes the City Administrator to execute the necessary contracts and agreements applicable to accept this award. The City of Shakopee will comply with all applicable laws, requirements, and regulations as stated in the grant agreement. Adopted in the regular session of the City Council of the City of Shakopee, Minnesota, held this 3rd day of March 2026. Matt Lehman, Mayor of the City of Shakopee ATTEST: Richard Parsons City Clerk 32 RESOLUTION R2025-145 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING THE CITY TO SUBMIT AN APPLICATION TO SCOTT COUNTY PUBLIC HEALTH'S STATEWIDE HEALTH IMPROVEMENT PARTNERSHIP GRANT WHEREAS, the City of Shakopee supports the application made to the Scott County Public Health's Statewide Health Improvement Partnership (SHIP) grant, and WHEREAS, the application is to obtain funding for the purchase of a tent and equipment to support parents during community events and a pickleball net and equipment to encourage employee exercise on breaks, and WHEREAS, the City of Shakopee recognizes a 10% match is required but can be provided via an in -kind match of staff time. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA AS FOLLOWS: if the City of Shakopee is awarded a grant by Scott County Public Health, the City of Shakopee agrees to accept the grant award and may enter into an agreement with Scott County Public Health for the above -referenced project. The City of Shakopee will comply with all applicable laws, requirements, and regulations as stated in the grant agreement. Adopted in the regular session of the City Council of the City of Shakopee, Minnesota, held this 16th day of December 2025. Matt Lehman, Mayor of the City of Shakopee ATTEST: Richard Parsons City Clerk 33 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.c March 3, 2026 Award Low Bid Contract for Valley Crest Park improvements (PR25-002) and Approve Installation of play equipment by Kompan and Purchase of Shelter from Northland Recreation, both using the Sourcewell Contract. Bill Delaney, Senior Planner Michael Kerski Action to be considered: Approve award of bids Motion Type: Simple Majority Background: Valley Crest was a Planned Unit Development (PUD) created in 2021 with the first homes constructed in 2022. As part of the PUD, M&I Homes dedicated land for open space and parks and paved the asphalt trail system. The plan developed in cooperation with the surrounding residents will naturalize the areas around the paved trails and create an active park area on the northernmost section. The play equipment was previously purchased from Kompan and is in storage at Public Works. Confluence is the project manager and publicly bid out the construction. Link Excavating was the low bidder of 8 submitted bids. Link Excavating Inc. $242,364.27 BKJ Land Co. $310,175.50 Sunram Construction Inc. $326,139.00 Fri edges Landscaping $332,364.89 Vada Contracting LLC $348,974.50 McLafferty Contracting Group $377,755.00 Blackstone Contractors $465,969.24 Urban Companies $510,707.00 34 The city has successfully worked with Link as they constructed Killarney Hills Park in 2025. Link will also be installing the shelter structure. Kompan will be installing the playground equipment and surfacing in the playground container. Recommendation: Award contract to Link Excavating as lowest bidder the construction of Valleycrest Park improvements at $242,364.27 plus $24,000 in contingency and approve contracts using the Sourcewell with Kompan for playground equipment installation for $98,571.86 and purchase of shelter from Northland Recreation for $15,492.00. Budget Impact: Paid for out of Park Development Funds. Attachments: 25145 ValleyCrest Bid Recommendation 2026-02-11.pdf Sales_Proposal_SP162871 _1.pdf Quote - Shakopee SSG 12x12MR.pdf SSG-12X12.pdf 35 COflFLUEflCE February 11, 2026 Bill Delaney, Senior Planner - Long Range and Parks City of Shakopee 485 Gorman St. Shakopee, MN 55369 bdelaney@ShakopeeMN.gov RE: Valleycrest Park Improvements, 25145 Bid Award Recommendation Dear Mr. Delaney: Confluence has reviewed the bids for Valleycrest Pak Improvements received February 5th, 2026. The scope of work generally includes the following: Erosion control, tree planting, walkway construction, earthwork and rough grading, installation of drainage and storm sewer utilities, concrete work, sod with irrigation, installation of signage, prairie restoration, pollinator lawn seeding, site furnishings, preparation for playground installation (by others), fine grading and restoration of site as indicated in plans and specified in the project manual. Eleven bids were received for all work. There were no alternate scopes of work. We have reviewed all bid forms and the qualifications of the apparent low bidder. Based on our review, we present the following summary and information for Council review and action. A. SUGGESTED CONTRACT AWARD a. Link Excavating Inc., 800 Stone Creek Drive Jordan, MN 55352 b. Bid Amount: ($242,364.72.00) B. OTHER CONSIDERATIONS a. Sub -Contractors: Included sub -contractors have worked with City consultant staff on past projects and include: i. Curb Masters - Concrete ii. Wellens Agronomics - Turf Establishment, erosion iii. Aqua Engineering - Irrigation iv. Freund Priority - Irrigation v. Plehal -Asphalt We recommend the Council approve proceeding with award of the base bid work and approve the unit prices to be utilized as funds allow. thinkconfluence.com 36 If you have any questions or would like additional information, please contact me at 612.237.5046 or baldrich@thinkconfluence.com. Sincerely, Brad Aldrich, PLA, ASLA Principal Confluence 901 N 3rd Street, Suite 225 Minneapolis, Minnesota 55401 PROJECT NAME / 25000 Page 2 of 2 thinkconfluence.com 37 KOMPAN® Let's play City of Shakopee Bill Delaney 485 Gorman St. Shakopee, MN 55379 Project Name US3 18387 City of Shakopee- Valleycrest Park No. Description OMNIA PARTNERS Page 1 of 4 Sales Proposal Quote No. 5P162871-1 Customer No. C130842 Document Date 01/19/2026 Expiration Date 03/20/2026 Sales Representative John Engfer Email JohEng@Kompan.com Qty Unit Unit Price Discount % Net Price INSTALL SPECIAL US -CUSTOM - SURFACING OMNIA Partners Contract #2017001135 Installation of KOMPAN Equipment NRO-Custom (934198) N RO409 GXY939 Surfacing 1 Pieces Provide and Install 220 CY of EWF/Filter Fabric 4,996 Sq. Feet 82,413.79 5.00 78,293.10 4.51 10.00 20,278.76 KOMPAN, INC. 1605 W Howard Lane Ste 101 I Austin, TX 78753 I USA I Phone No. 1-800-426-9788 E -Mail Contact@KOMPAN.com I www.KOMPAN.us SWIFT Code NDEAUS3N (Nordea Bank, NY I Bank Account No. USD 718 155 3001 I Routing No. 026010786) 38 KOMPAN® Let's play City of Shakopee Bill Delaney 485 Gorman St. Shakopee, MN 55379 Project Name US3 18387 City of Shakopee- Valleycrest Park No. Description OMNIA PARTNERS Page 2 of 4 Sales Proposal Quote No. 5P162871-1 Customer No. C130842 Document Date 01/19/2026 Expiration Date 03/20/2026 Sales Representative John Engfer Email JohEng@Kompan.com Qty Unit Unit Price Discount % Net Price Notes Please read attached General Assumptions and Exclusion document for information on Install/Sitework. Excludes sitework, products, & services not listed. Assumes site to be accessible & install ready. Business Agreement OMNIA Partners Contract Payment Terms 50% Prepayment , 50% Net 30 days Installation Site Address City of Shakopee- Valleycrest park and trail Matt Johnson (Installer) 1960 Sparrow Drive Shakopee, MN 55379 Phone No. 651-633-4510 E -Mail matt@albrechtcompany.com Description Retail Price Discount Net Price Subtotal - Surfacing Subtotal - Installation 22,531.96 82,413.79 2,253.20 4,120.69 20,278.76 78,293.10 Total USD 98,571.86 KOMPAN, INC. 1605 W Howard Lane Ste 101 I Austin, TX 78753 I USA I Phone No. 1-800-426-9788 E -Mail Contact@KOMPAN.com I www.KOMPAN.us SWIFT Code NDEAUS3N (Nordea Bank, NY I Bank Account No. USD 718 155 3001 I Routing No. 026010786) 39 KOMPAN® Let's play City of Shakopee Bill Delaney 485 Gorman St. Shakopee, MN 55379 Project Name US3 18387 City of Shakopee- Valleycrest Park OMNIA PARTNERS Sales Proposal Quote No. 5P162871-1 Customer No. C130842 Document Date 01/19/2026 Expiration Date 03/20/2026 Sales Representative John Engfer Email JohEng@Kompan.com Page 3 of 4 Note that the color and texture of products and surfacing made with recycled content are subjected by the differences from the used recycled raw materials. Therefore, minor differences in the appearance and texture can occur. Applicable sales tax will be added unless a valid tax exemption certificate is provided. This amount is only an estimate of your tax liability. Your acceptance of this proposal constitutes a valid order request and includes acceptance of terms and conditions contained within this Master Agreement, which is hereby acknowledged. Acceptance of this proposal from KOMPAN is acknowledged by issuance of an order confirmation by an authorized KOMPAN representative. Prices in this quotation are good until expiration date, shown in the top of this document. After that date, this proposal may be withdrawn. Prevailing Wage and Payment & Performance Bonds are not included unless stated in body of Sales Proposal. If Payment & Performance Bonds are needed, add 2.2% of the entire sales proposal. This information required for order placement: Accepted By (Please Print): Accepted By (Title): Accepted By (signature): Date: Date Equipment needed on site: Bill To: Ship To: Address: Address: City, State, Zip: City, State, Zip: Contact: Contact: Contact Email: Contact Email: Contact Phone (Office): Contact Phone (Office): Contact Phone (Cell): SALES TAX EXEMPTION CERTIFICATE #: (PLEASE PROVIDE A COPY OF CERTIFICATE) KOMPAN, INC. 1605 W Howard Lane Ste 101 I Austin, TX 78753 I USA I Phone No. 1-800-426-9788 E -Mail Contact@KOMPAN.com I www.KOMPAN.us SWIFT Code NDEAUS3N (Nordea Bank, NY I Bank Account No. USD 718 155 3001 I Routing No. 026010786) 40 QUOTATION Phone: 651-815-4097 10085 Bridgewater Bay Woodbury, MN 55129 Fax: 414-395-8538 Email: info@northlandrec.com To: City of Shakopee Project: SSG Sun Shelter with Gable Roof SOURCEWELL PRICING Date: 2/10/26 Contact: Bill Delaney QTY ITEM DESCRIPTION UNIT EXTENSION Poligon SSG (Gable Roof) 12' x 12' MR 1 Shelter All Steel Frame Multi -Rib Metal Roofing with Trim - 24 Gauge, Coated 2 Columns, 7.5' eave height Does Not Include Benches or Table Poli 5000 Paint System - Standard Color Chart Selection Wind Speed 110 mph / Ground Snow Load 50Ib Cast -In -Place Anchor Rods, Nuts and Template Stamped Engineered Drawings Shipping to Shakopee, MN Color - Roof Patina Green and Frame Linen Tan Anchor Bolt / Footing Design TBD NOT Included This quote does NOT include installation of the shelter Installation of concrete footings, concrete pad, building permits, bonding costs, special inspections, site work, etc Site preparation and restoration by others * Quotation is valid for 30 Days * Freight based - shipping to Shakopee * Estimated ship date is TBD based upon engineered drawing approval * Terms based on NET 30 * Orders will be placed upon receipt of Purchase Order made out to Northland Recreation or your signed acceptance. Quote By: Sue Ayers THANK YOU ! Accepted By: Date: $15,492.00 Sub Total $15,492.00 Freight Included Tax - Exempt $0.00 TOTAL $15,492.00 41 10SS-888 (919) :1liOddflS 413IA d(103 E131i1Od Aq 000E-888 (919) :NIt/W WOO'N00110d'MMMtl11O O L-OSS 13(1OW ab0 l��HS 2AAO3 :JNIAAVeIG OS: L :31 VDS :NOI1OOO1 1O3rOld V :13,1 AM JDSN•SugD l a Nmvaa CU Z/SZ/Z �31b'a 1NI�Jd :1O3road N1 V PROJECT: LOCATION: BUILDING TYPE: SSG 12x12 MULTI -RIB ROOF TYPE: BUILDING NUMBER: ORDER NUMBER: QUOTE NUMBER: DRAWING LIST: DRAWING DESCRIPTION COVER SHEET ARCHITECTURAL ELEVATIONS STRUCTURAL FRAMING PLAN COLUMN LAYOUT U N M H O z W z iii w H H m w 0 Z O DO WO (n F� Ow ~ Fg U W ET, z2 W OQ N≤ cn¢� Mm- J ❑W LEU Ho -co WO w Z= ¢¢ UJg OT= OF O2 Z¢(AF Z5I— w0 ¢W ��¢z oow ~ 4,1i� �ZWO Vc14) mw}O ¢„ w2,i0w—WDC� m v0 wo iclWw ITO1 ghWoz wwli0 woCwW O� w O— Et zQ: o z�m ¢z��OW t Og ! QUw • Q gT. 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Ozw0 wO-U� C5uj oQO ZOJLULT_D Q ><O 0,,`><00 OOJz— w ~ ▪ w 0 W 0 0 0 v 1 N U M O ,u • O) • �0 3 3 0 byPORTERcoRP 43 LL; N N Z O O Z U c.a a . z- -• I- C V) H *2 z j O J Og �QO (" O oz LL N z O a J z byPORTERcoRP 44 BASEPLATE NOTES: POLIGON ENGINEERING WILL DETERMINE REQUIRED BASEPLATE DESIGN AFTER ENGINEERING PACKAGE IS ORDERED. CUSTOMER MAY SUGGEST PREFERRED BASEPLATE DESIGN. Z O O z U �a Q • = Z? -• I- C V) H C W z j a J Og �QO (" O oz LL N z O z c� o ,o u � c - O el. co C •o 3 0 >- z QJ J � OQr byPORTERcoRP 45 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.d March 3, 2026 Award a Contract for the Old Carriage Court Corridor Improvements Project and Accept a Proposal from Kimley Horn and Associates, Inc. for Construction Services Micah Heckman, Assistant City Engineer Alex Jordan, City Engineer Action to be considered: Adopt Resolution R2026-027, accepting bids and awarding a contract in the amount of $2,489,066.82 to Northwest Asphalt, Inc., and accept a proposal in the amount of $321,225.00 from Kimley Horn and Associates, Inc. to perform construction services for the Old Carriage Court Corridor Improvements Project, CIF -26-004. Motion Type: Simple Majority Background: The City's adopted 2026-2030 Capital Improvement Plan (CIP) contains the Old Carriage Court Corridor Improvements Project (CIF -26-004). On January 20, 2026, the City Council adopted Resolution R2026-014 approving plans and specifications, and authorizing bidding for the project. In accordance with Minnesota Statute Section 471.345 Uniform Municipal Contracting Law, bids were solicited and opened February 19, 2026. Four bids were received and Northwest Asphalt, Inc. from Shakopee, Minnesota, was the low bidder in the amount of $2,489,066.82 (see attached resolution for the bid tabulation summary). Northwest Asphalt, Inc. has the capacity and experience for the project and is deemed a responsible bidder. Construction is anticipated to begin in July 2026 and be completed fall of 2026. Kimley Horn's proposal identifies the scope of services and estimated cost to provide construction services for the improvements. Kimley Horn has the experience, technical skill and capacity to provide the needed services and is a recommended firm as part of the City's approved consultant pool. The attached proposal authorizes and describes the scope and fee for their needed work on this project. 47 Recommendation: Adopt Resolution R2026-027 and accept the proposal. Budget Impact: The scope of Kimley Horn's construction services proposal is based on a not to exceed cost of $321,225.00. This work is budgeted in the 2026-2030 CIP. Based on the low bid amount, the total estimated project cost is as follows: CIP Estimate Based On Bid Award COSTS Construction Cost (bid contract) $ 2,864,000.00 $ 2,489,066.82 Schedule Incentive $ 0.00 $ 60,000.00 Streetlighting ng $ 0.00 $ 150,000.00 Land Acquisition $ 50,000.00 $ 50,000.00 Contingency $ 286,000.00 $ 124,453.34 Subtotal $ 3,200,000.00 $ 2,873,520.16 Engineering, Legal, Administration $ 605,000.00 $ 706,035.00 Total Estimated Project Cost $ 3,805,000.00 $ 3,579,555.16 FUNDING Capital Improvement Fund $ 0.00 $ 159,857.15 State Aid $ 3,305,000.00 $ 2,879,368.36 Storm Drainage Fund $ 200,000.00 $ 240,329.65 Developer Contributions 1 $ 300,000.00 $ 300,000.00 Total Funding $ 3,805,000.00 $ 3,579,555.16 The total project budget of $3,579,555.16 is under the CIP budget by 6 percent and includes a contingency amount that covers any unexpected change orders, quantity adjustments and other miscellaneous expenses encountered as part of the project. Consistent with the CIP, this project is proposed to be funded by the Capital Improvement Fund, State Aid, Storm Drainage Fund and Developer Contributions. 48 Attachments: R2026-027 Proposal - Kimley Horn CIF -26-004 Contract 49 RESOLUTION R2026-027 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA ACCEPTING BIDS AND AWARDING A CONTRACT IN THE AMOUNT OF $2,489,066.82 TO NORTHWEST ASPHALT, INC., FOR THE OLD CARRIAGE COURT IMPROVEMENTS PROJECT CIF -26-004 WHEREAS, pursuant to an advertisement for bids for the Old Carriage Court Improvements Project CIF -26-004 bids were received, opened on February 19, 2026, and tabulated according to law, and the following bids were received complying with the advertisement: Bidder NORTHWEST ASPHALT, INC. EUREKA CONSTRUCTION, INC. VALLEY PAVING, INC. S.M. HENTGES & SONS, INC. Amount $ 2,489,066.82 $ 2,508,101.40 $ 2,520,775.21 $ 2,549,293.45 WHEREAS, Northwest Asphalt, Inc., 1451 Stagecoach Road, Shakopee, MN 55379, is the lowest responsible bidder for the Old Carriage Court Improvements Project. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA AS FOLLOWS: 1. The appropriate City officials are hereby authorized and directed to enter into a contract with Northwest Asphalt, Inc., in the name of the City of Shakopee for the Old Carriage Court Improvements Project according to the plans and specifications therefore approved by the City Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. 3. Pursuant to Section 1.150-2(d) of the Treasury Regulations, the City Council declares its official intent to reimburse itself for the costs of the improvements from the proceeds of tax-exempt bonds. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 3rd day of March 2026. Mayor of the City of Shakopee ATTEST: City Clerk Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 50 Kirn1ey> Horn February 19th, 2026 Mr. Alex Jordan City Engineer, City of Shakopee 485 Gorman Street Shakopee, MN 55379 Re: Amendment Number 2 to Professional Services Agreement Dear Mr. Jordan: Page 1 Kimley-Horn and Associates, Inc. ("Kimley-Horn" or "Consultant") and the City of Shakopee ("Client") entered in a Professional Services Agreement dated January 28th, 2025 ("Agreement") concerning Old Carriage Road and Old Carriage Court Improvements ("Project"). The parties now desire to amend the Agreement to include additional coordination work with Xcel Energy for roundabout lighting and construction phase services to be performed by Consultant for compensation as set forth below in accordance with the terms of the Agreement, which are incorporated by reference. Consultant will provide the construction phase services specifically set forth below. SCOPE OF WORK TASK 1: PROJECT MANAGEMENT Task 1.1 — General Project Management Kimley-Horn will provide overall project management and utilize internal project management tools to monitor budgets, staff roles, and responsibilities for our scope of work. We will communicate project updates directly with the City's project manager. Kimley-Horn will prepare monthly billing invoices per the City's progress form and provide a summary of the work tasks completed at the end of each month upon request. Our original scope of work for this task did not extend beyond bidding services and we have assumed general project management scope of services will be required through October 2026 and the completion of construction. TASK 7: FINAL DESIGN Task 7.5 — Utility Coordination Due to the presence of existing overhead Xcel transmission lines in the vicinity of the proposed Old Carriage Court and Old Carriage Road roundabout, additional coordination and preparation of a exception memo was required to permit the proposed roundabout lighting. We prepared materials for and hosted one (1) additional coordination meeting with Xcel Energy transmission staff and also prepared the requested exception memo for approval by Xcel. kimley-horn.com 14800 Galaxie Avenue, Suite 200, Apple Valley, MN 55124 651 645 4197 51 Kirn1ey> Horn TASK 12: CONSTRUCTION PHASE SERVICES Page 2 Task 12.1 — Construction Administration We will attend and conduct a pre -construction meeting with the contractor, sub-contractor(s), and City staff and produce meeting minutes. We will attend and conduct weekly construction meetings to discuss project schedule and other pertinent items to construction. We have assumed up to nineteen (19) weekly meetings will be held (June 2026 — October 2026). We anticipate these weekly construction meetings will be held via conference call and at the project site. We will prepare meetings notes from each weekly meeting and provide them to City staff for the project record. We will review shop drawings for the project submitted by the contractor. We will also coordinate any necessary shop drawing revisions with the contractor and the City. We have assumed the following shop drawings will be submitted for the project: • Storm Sewer Structures • Bituminous Mix Designs • Concrete Mix Design • Other Material Gradations • Traffic Control Plan Details • Signing Details • Traffic Signal Designs We will provide construction coordination assistance to City staff and our on -site construction observer. We have assumed this task will include assisting our on -site observer with design questions, coordinating with City and Contractor staff on any RFIs or project items, and assisting with monthly pay applications. We have assumed approximately two (2) hours of effort per week for the assumed nineteen (19) weeks of construction activity will be necessary for construction coordination. We have assumed up to five (5) monthly/final payment applications will be prepared to reach closeout of the project. Kimley-Horn will prepare necessary change orders for the project. We have assumed the preparation of up to two (2) change orders may be necessary. We will assist the City with coordination of the change order documentation with the Contractor. Task 12.2 — Construction Observation We will provide one construction observer for the duration of the construction project in 2026. We have assumed the project will span a nineteen (19) week construction schedule starting in June and kimley-horn.com 14800 Galaxie Avenue, Suite 200, Apple Valley, MN 55124 651 645 4197 52 Kirn1ey> Horn Page 3 being completed by October 31, 2026. The construction observer duties will consist of the following tasks: • Provide construction observation on all roadway, storm, and utility improvements • Daily reports • Photographs before, during, and after construction • Project materials testing documentation and logging • Construction observation for evaluation that construction is in conformance with the Plans and City standards/specifications • Regular coordination with the project contractor and City staff • Coordination with Kimley-Horn's design engineer on any design related inquiries • Complete IRA logs for all quantities on a daily basis • Attend weekly meetings We estimate it will require 50 hours per week on average from a construction observer during up to nineteen (19) weeks of construction activity. However, we do anticipate the on -site observation time will vary week to week and over the duration of the project based on the scope of work being completed on -site during that week. All construction observation time will be logged in the daily reports for documentation and coordination with City staff. We have also assumed up to twenty (20) on -site hours will be necessary by the construction observer to coordinate with private utilities ahead of major construction activities occurring. Kimley-Horn shall use the care and skill a reasonable practitioner in the profession would use in the same or similar circumstances. Kimley-Horn shall have no responsibility for any of the construction contractor's means, methods, and techniques, equipment choice and usage, sequence, schedule, safety programs, or safety practices, nor shall Kimley-Horn have any authority or responsibility to stop or direct the construction work. Kimley-Horn's visits to the project site will be for the purpose of endeavoring to provide the City a greater degree of confidence that the completed work will generally conform to the construction documents. Kimley-Horn neither guarantees the performance of the construction contractor, nor assumes responsibility for the construction contractor's failure to perform its work in accordance with the contract documents. The construction contractor is solely responsible for constructing the project in conformity to the designs and specifications. Task 12.3 — Materials Testing A Kimley-Horn subconsultant, Braun Intertec, will provide construction materials testing services for the proposed project improvements. Construction materials testing will be provided consistent with the MnDOT State Aid Schedule of Materials Control. Test results will be issued weekly for review and summarized in a final report at the end of the project. Materials testing will be limited to the following: kimley-horn.com 14800 Galaxie Avenue, Suite 200, Apple Valley, MN 55124 651 645 4197 53 Kirn1ey> Horn Soils Related Testing Page 4 • Perform nuclear gauge density tests on sub -grade, embankment, select granular embankment, and utility backfill materials. • Perform Dynamic Cone Penetrometer (DCP) tests on aggregate base material. • Perform moisture content tests at time of compaction on backfill, sub -grade, embankment, select granular embankment, and aggregate base materials. • Perform gradation tests on select granular borrow and aggregate base materials. • Perform laboratory standard Proctor tests on backfill and fill materials. • Prepare the preliminary and final grading and base report along with assembling the random sampling locations report for the aggregate base according to MnDOT Specifications. Perform MnDOT dynamic cone penetrometer (DCP) tests on aggregate base material. Concrete Related Testing • Sample and test the plastic concrete for slump, air content, temperature prior to placement. • Prepare 4 -inch by 8 -inch cylinders for compressive strength testing. A set of three cylinders will be tested at 28 days for each set cast. • Laboratory compressive strength testing of cylinders. Bituminous Related Services • Collect verification samples per MnDOT's 2360 specification and randomly select one sample per day per mix to run quality assurance tests on. Perform quality assurance tests on the verification samples which include the following tests: Rice specific gravity, asphalt content, extracted aggregate gradation, gyratory density, coarse aggregate angularity, and fine aggregate angularity. Compare agency test results with contractor's test results for compliance with MnDOT 2360 specification. • Randomly determine bituminous core locations by using MnDOT's random core worksheet and mark pavement core locations. • Observe the contractor coring and core testing in accordance with MnDOT 2360 specification, which include watching quality control personnel weigh the cores at their laboratory. • Collect companion cores and test for thickness and density of pavement cores. Compare agency test results with contractor's test results for compliance with MnDOT 2360 specification. Task 12.4 — Construction Staking A Kimley-Horn subconsultant, I & S Group. Inc., will provide construction staking services for the proposed project improvements. Up to one (1) set of stakes will be provided for the following: kimley-horn.com 14800 Galaxie Avenue, Suite 200, Apple Valley, MN 55124 651 645 4197 54 Kirn1ey> Horn • Roadway curb and gutter, concrete edge, and Bituminous edge staking • Storm sewer at all structures and pipeline offsets at 50 -foot intervals • ADA ramp, sidewalks, and pedestrian features • Roadway subgrade and aggregate base blue -tops • Lighting and traffic signal • Removals staking Page 5 The on -site construction observer will coordinate staking requests with the Contractor and surveyor. A minimum of 48 -hours notice for staking requests is assumed to be provided. Task 12.5 — Project Closeout We will prepare a punch list following substantial completion of the project for review and completion by the Contractor. We have assumed punch list preparation will include one (1) walkthrough of the entire project with the on -site construction observer, project engineer, and other necessary City representatives. A Kimley-Horn sub -consultant, I & S Group Inc., will attain as -built topographic survey information on all storm sewer, sanitary sewer, and watermain improvements with the project. The as -built survey information will be provided to the City for preparation of record drawings. The City will prepare record drawings. Task 12.6 — Construction Engagement We have assumed engagement activities during construction will be limited to weekly updates on construction progress and detour maps posted to the project website and shared via the City's listserv. We have assumed preparing a weekly update for the assumed nineteen (19) weeks of construction and also updates on up three (3) detour maps will be necessary during construction for posting to the City's website. ESTIMATED COSTS Kimley-Horn will provide the scope of services identified above on an hourly basis. Our total estimated cost for the Scope of Services is summarized in the table below. Task 1 — Project Management Task 7 — Final Design Task 12 — Construction Phase Services $ 4,590 $ 4,070 $301,465 Subtotal Reimbursable Expenses Total $310,125 $ 11,100 $321,225 We propose to complete the services on an hourly basis with a not -to -exceed cost of $321,225 including all labor and reimbursable expenses. A detailed breakdown of hours and fees per task is kimley-horn.com 14800 Galaxie Avenue, Suite 200, Apple Valley, MN 55124 651 645 4197 55 Kimley>) Horn Page 6 attached. Labor fee will be billed according to our current standard hourly rate schedule. Fees and times stated in this Proposal are valid for 120 days after the date of this letter. We appreciate the opportunity to submit this proposal and look forward to working with you on this project. Please feel free to contact me if you have any questions. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Luke Moren, P.E. Project Manager AGREED AND ACCEPTED: CITY OF SHAKOPEE By: Title: Date: AGREED AND ACCEPTED: CITY OF SHAKOPEE By: Title: Date: Enclosures: Attachment 1 — Detailed Fee Spreadsheet Eric Fdsmo, P.E. Vice President/Authorized Signer kimley-horn.com 14800 Galaxie Avenue, Suite 200, Apple Valley, MN 55124 651 645 4197 56 N. AMENDMEMT NO. 2 DETAILED ESTIMATED COST SUMMARY - ATTACHMENT 1 c a) E a) O L 0. E L 0 0 a) 0) CU .L L CU 0 V 0 V C CU V CU 0 W CD 0) CO .L L CU 0 V 0 z C G 6 a) 0. O CO Cl)C v V z ui 4 V 0 co co 4 G z 4 z ce 0 >- w J 2 R m D W re a w ce a TOTAL HOURS 1. PROJECT MANAGEMENT 1.1 General Project Management 18 $4,590 18 SUBTOTAL 18 0 0 0 0 0 $4,590 18 7. FINAL DESIGN 7.5 Utility Coordination 2 8 12 $4,070 22 SUBTOTAL 2 8 12 0 0 0 $4,070 22 12. CONSTRUCTION PHASE SERVICES C) C r 0 N. C) r M M M 000 12.6 Construction Engagement 4 4 12 $3,440 20 SUBTOTAL 6 94 108 1062 345 308 $301,465 1923 TOTAL 26 102 120 1062 345 308 $310,125 1963 REIMBURSABLE EXPENSES $11,100 AMENDMENT NO. 2 TOTAL $321,225 1963 TOTAL COST $34,770 Co UD O O CO r te $43,220 $45,370 L[) r CD 4 r fO- MATERIALS TESTING SUB -CONSULTANT 00 0 M STAKING SUB - CONSULTANT 0 M M L() CONSTRUCTION OBSERVER O� ON. C) O� DESIGN ENGINEER 000 N DESIGN LEAD O 00 00 PROJECT MANAGER N in J F- F- 12.1 Construction Administration 12.2 Construction Observation 12.3 Materials Testing 12.4 Construction Staking 12.5 Project Closeout 2026 thru 2030 Project Details Shakopee, MN Project # Project Name CIF -26-004 Old Carriage Ct & Old Carriage Rd Roundabout Total Project Cost $3,805,000 Department Capital Improvements Fund Category Street Construction Status Active Accounting Code 5975/6975 Contact City Engineer Type Improvement Priority 1 - Have to do Useful Life 30 years Fund Capital Improvement Fund Description Corridor improvements to address safety and operational issues along Old Carriage Court, including intersection improvements at Old Carriage Road and the Wal- Mart Drive access to accommodate redevelopment. Cost sharing with Chick-fil-a is included in the project funding for the traffic signal at the Old Carriage Ct/Wal-Mart Drive access. The traffic signal would only be implemented if redevelopment proceeds on the Best Buy property. Justification Improvements to the corridor are to address roadway safety and operational issues. The City completed a corridor study in 2024 to identify the recommended improvements. Prior 355,000 Expenditures Construction/Maintenance Engineering/Administration Land Acquisition & ROW 2026 2027 2028 2029 2030 3,150,000 0 0 0 0 250,000 0 0 0 0 50,000 0 0 0 0 Tota I Prior Funding Sources 3,450,000 0 0 0 0 Total 3,150,000 250,000 50,000 3,450,000 355,000 MSA - State Aid Contributions/Donations Storm Drainage Fund Tota I 2026 2027 2028 2029 2030 2,950,000 300,000 200,000 3,450,000 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2,950,000 300,000 200,000 3,450,000 Produced Using Plan -It CIP Software 54 58 2026 thru 2030 Project Details Shakopee, MN Project # Project Name CIF -26-004 Old Carriage Ct & Old Carriage Rd Roundabout Contact Department City Engineer Capital Improvements Fund PROJECT LOCATION 55 Produced Using Plan -It CIP Software 59 NOTICE OF AWARD FOR OLD CARRIAGE COURT CORRIDOR IMPROVEMENTS RECONSTRUCTION PROJECT NO. CIF -26-004 SAP 166-142-001, SAP 166-143-001 CITY OF SHAKOPEE, MINNESOTA TO: The City of Shakopee, Minnesota, having considered the proposals submitted on February 19, 2026 for the construction of the OLD CARRIAGE COURT CORRIDOR IMPROVEMENTS, PROJECT CIF -26- 004, and it appearing that your proposal is fair, equitable and to the best interest of the City, the said proposal is hereby accepted for the prices set forth therein. In accordance with the terms of the Contract Documents, you are required to execute the formal Contract Agreement and furnish the required Performance and Payment Bond within ten (10) days from the date hereof. The Bid Security submitted with your proposal will be returned upon execution of the Contract Agreement and the furnishing of the Performance and Payment Bond. In the event you should fail to execute the Contract Agreement and furnish the Performance and Payment Bond, within the time limit specified, said Bid Security will be retained by the City of Shakopee as liquidated damages for failure to accept the award and execute the necessary documents for the formation of the contract. The City is accepting Alternate n/a No. n/a CITY OF SHAKOPEE, MINNESOTA Bill Reynolds/ City Administrator Awarded by: Shakopee City Council March 3, 2026 Contract Amount: $2,489,066.82 Old Carriage Court Corridor Improvements Project No. CIF -26-004, SAP 166-142-001, SAP 166-143-001 Project Specifications Contract C-1 60 CONTRACT THIS CONTRACT, made and entered into this 3rd day of March , 2026 by and between Northwest Asphalt, Inc. hereinafter called "Contractor" (a corporation organized and existing under the laws of the State of Minnesota) (a partnership consisting of created under the laws of Minnesota), and the City of Shakopee, Minnesota, a municipal corporation, hereinafter called "City." WITNESSETH: That Whereas, the Contractor has become the lowest responsible bidder for furnishing the supervision, labor, tools, equipment, materials and supplies and for constructing the following City improvements: OLD CARRIAGE COURT CORRIDOR IMPROVEMENTS NOW THEREFORE, the parties to this contract agree to the following: 1. Manner for Completion The Contractor, at his own proper cost and expense, shall perform all work and furnish all supervision (needed beyond that provided by the City Engineer), labor, material, tools, supplies, machinery and other equipment necessary for the construction of the Old Carriage Court Corridor Improvements, Project CIF -26-004 for the City of Shakopee, Minnesota, in a workmanlike and substantial manner, as outlined in the Plans and Specifications. 2. Due Diligence Time is of the essence in the performance of this Contract. The maintenance of a rate of progress in the work which will result in its completion in a reasonable time, is an essential feature of this Contract, and the Contractor agrees to proceed with all due diligence and care, at all times to take all precautions to insure the time of completion as defined in this Contract. The Contractor shall fully complete the work called for under the Contract in accordance with the specifications. 3. Payment The City will pay the Contractor those prices stipulated in the Contractor's Contract Proposal, which are incorporated herein by reference and made a part of this Contract, which shall constitute full and complete compensation for the contractor's work provided hereunder. The parties specifically agree and understand and the Contractor specifically waives any claim for additional compensation for any changed condition whether arising out of a physical condition at the site of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character and at the location provided for in the Contract or arising as a result of any force majeur. 4. Prevailing Wages If this project is funded in whole or in part by state funds, then the wages of laborers, workers, and mechanics should be comparable to wages paid for similar work in the community as a whole, as established by the Minnesota Department of Labor and Industry. If this section applies to this project, the prevailing wage rates are attached and included in the contract documents. Old Carriage Court Corridor Improvements Project No. CIF -26-004, SAP 166-142-001, SAP 166-143-001 Project Specifications Contract C-2 61 5. Contractor's Responsibility for Subcontractors It is further agreed that Contractor shall be as fully responsible to the City for the acts and omissions of its subcontractors, and of persons either directly or indirectly employed by them, as Contractor is for the acts and omissions of persons it directly employs. Contractor shall cause appropriate provisions to be inserted in all subcontracts relating to this work, to bind all subcontractors to Contractor by all the terms herein set forth, insofar as applicable to the work of subcontractors and to give Contractor the same power regarding termination of any subcontract as the City may exercise over Contractor under any provisions of this contract. Nothing contained in this Contract shall create any contractual relation between the subcontractor and the City or between any subcontractors. 6. Payment to Subcontractors The Contractor shall pay any subcontractor within ten days of receipt of payment from the City for undisputed services provided by the subcontractor. If the Contractor fails to pay within ten days, the Contractor shall pay the subcontractor interest at the rate of one and one-half percent per month or part of month to the subcontractor on any undisputed amount not paid on time to the subcontractor, in accordance with Minn. State. Sec. 471.425, Subd. 4a. 7. City Instructions The City may declare the contract forfeited as described in the Standard Specifications should the Contractor persistently disregard instructions of the City or fail to observe or perform any provisions of this Contract. 8. Indemnity The Contractor agrees to defend, indemnify, and save the City harmless from and against all claims, suits and actions of every description, brought against the City and from all damage and costs, including attorney's and expert fees, by reason or on account of any injuries or damages received or sustained by any person or persons, or their property, by Contractor, its servants, agents or subcontractors in the construction of said work, or by any negligence or carelessness in the performance of same, or on account of any other wrongful act or omission, including breach of any provision of this Contract, of Contractor, its independent subcontractors, agents, employees, or delegates. The Contractor further agrees to indemnify the City for defense cost incurred in defending any claims, unless the City is determined to be at fault. 9. Contract Documents This Contract, together with the other documents enumerated in this paragraph, forms the Contract between the parties. These documents are as fully a part of the contract as if attached hereto or repeated herein. In the event of any conflict between those documents listed as (a) through (f), they shall govern in the order listed, with this Contract governing over all other documents. The contract documents consist of the following: a. This Contract b. All Change Orders or Addenda c. Plans and Specifications for Project CIF -26-004 d. General Utility and Street Improvement Specifications for Construction e. Shakopee Public Utility Commission Water Policy Manual f. All items listed under the Table of Contents 10. Duplicate Originals This Contract shall be executed in two copies; one (1) copy being retained by the City, one (1) to be delivered to the Contractor. Old Carriage Court Corridor Improvements Project No. CIF -26-004, SAP 166-142-001, SAP 166-143-001 Project Specifications Contract C-1 62 11. Nondiscrimination The Contractor agrees in the performance of this Contract not to discriminate on the ground or because of race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, disability, sexual orientation or age, against any employee of Contractor or applicant for employment, and shall include a similar provision in all subcontracts let or awarded hereunder. 12. Jurisdiction This agreement and every question arising hereunder shall be construed or determined according to the laws of the State of Minnesota. CONTRACTOR CITY OF SHAKOPEE, MINNESOTA By By Mayor/Matt Lehman By By Name / Title City Administrator/Bill Reynolds Approved as to form: City Attorney Old Carriage Court Corridor Improvements Project No. CIF -26-004, SAP 166-142-001, SAP 166-143-001 Project Specifications Contract C-2 63 PERFORMANCE AND PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, that We, , as Principal, and as Surety, being a corporation certified by the Minnesota Commissioner of Insurance and authorized to act as a surety as provided in Minnesota Statutes, Section 60A.23, Subd. 5 and 574.15, are held and firmly bound unto the City of Shakopee, a Minnesota municipal corporation, hereinafter called the City, for the use of the City and to all subcontractors and persons who have furnished or shall furnish materials actually used in the performance of the hereinafter mentioned Contract, or who have performed, or shall perform, labor in the performance of or in connection with the said Contract in the penal sum of ($ ), lawful money of the United States of America, the payment of which will truly be made to the Obligees, the said Principals and the said surety, bind themselves and each of their heirs, exe- cutors, administrators, successors and assigns, jointly and severally, firmly by these presents as follows: The condition of the above obligation is such that: WHEREAS, the above bounded Principals have heretofore on the day of , 2026, entered into a written Contract, a copy of which is by reference made a part hereof, with said City, for the furnishing of all labor and equipment for the complete installation of the Old Carriage Court Corridor Improvements, Project CIF -26-004, said construction work to be done according to the requirements of said Contract. NOW, THEREFORE, the obligations shall remain in full force and effect unless and until the above Principals do the following: • At all times duly, promptly, and faithfully perform said Contract and any alteration in or addition to the obligations of said Principals arising thereunder (including the matter of infringement, if any, of patents), • Guarantee all work against defective workmanship and materials for a period of two (2) years from date of final acceptance by the City, • Comply with all the covenants contained in the specification drawings and other documents constituting a part of said Contract required to be performed by said Principals, • Satisfy all claims and demands for same, in the manner and within the times provided in said Contract, • Fully indemnify and save harmless the City of Shakopee from all costs and damage which the City may suffer, • Fully reimburse and repay the City all outlay and expenses which the City may incur in making good any defaults, and reasonable attorneys' fees incurred in the prosecution of or defense of any action arising out of or in connection with any such default, • Pay all people who have contracts directly with the Principals, for labor or materials, if any, included in said Contract, or any alteration in or addition thereto. Old Carriage Court Corridor Improvements Project No. CIF -26-004, SAP 166-142-001, SAP 166-143-001 Project Specifications Contract C-3 64 If the Principals fulfill the above -listed items, then this obligation may become null and void. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration in or addition to the terms of the Contract, the work to be performed thereunder, or specifications accompanying the same, and no forbearance on the part of either the City or the Principal, shall in any way affect its obligation in this bond or release the Principal and Surety or either of them, their heirs, executors, administrators, successors or assigns from their liability hereunder. The Surety hereby waives notice of any such change, extension of time, alteration or addition to the terms of the Contract, the work to be performed thereunder, or the specifications, or any forbearance. Signed and sealed this day of , 2026. Principal By Surety Address By Attorney -in -fact Local Agent Address Old Carriage Court Corridor Improvements Project No. CIF -26-004, SAP 166-142-001, SAP 166-143-001 Project Specifications Contract C-4 65 NOTICE TO PROCEED FOR OLD CARRIAGE COURT CORRIDOR IMPROVEMENTS PROJECT NO. CIF -26-004 SAP 166-142-001, SAP 166-143-001 CITY OF SHAKOPEE, MINNESOTA TO: DATE: You are hereby authorized to proceed on this date for the construction of the Old Carriage Court Corridor Improvements, Project CIF -26-004 for the City of Shakopee, Minnesota as set forth in detail in the Contract Documents, including Plans and Specifications. CITY OF SHAKOPEE, MINNESOTA By: City Engineer We have determined the following permits are required: If you will not complete your work involving these permits within the time specified thereon, you should communicate with the Director of Public Works, City of Shakopee, Minnesota to see if an extension is available and what you must do to obtain one. If you encounter other permits required, please communicate immediately with the same department. Old Carriage Court Corridor Improvements Project No. CIF -26-004, SAP 166-142-001, SAP 166-143-001 Project Specifications Contract C-5 66 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.e March 3, 2026 Accept a Feasibility Report for the L16 Dual Forcemain Improvements. Alex Jordan, City Engineer Action to be considered: Adopt Resolution R2026-028, accepting a feasibility report for the L16 Dual Forcemain Improvements. Motion Type: Simple Majority Background: The adopted 2026-2030 Capital Improvement Plan (CIP) programs construction of a redundant (dual) forcemain that carries wastewater from the L16 Lift Station to the city's gravity sewer network. Construction of the improvements is programmed to be completed in 2029. Prior to advancing with engineering design, the City completed a feasibility study to identify the scope of the project, including the preferred forcemain route and estimated project costs. The L16 Lift station and existing 16" forcemain discharges wastewater to a gravity sewer that conveys wastewater to the Metropolitan Council Environmental Services' (MCES) Blue Lake Water Reclamation Facility. Approximately 30% of the city's wastewater flows through L16 and its forcemain. Considering the critical value of this asset, the City evaluated the addition of a secondary forcemain to provide additional capacity and redundancy for maintenance and operation. The feasibility study analyzed several alternative routes and construction methods to construct this secondary forcemain. Significant challenges exist along each of the alternative routes, including: • Cultural Resources • Shallow bedrock • Existing utilities (city and private) • Environmental • Railroad • County Highway impacts • Property impacts and acquisition 67 The study evaluated the costs, risks and above factors for construction of this secondary system. Based on the evaluation criteria, the study recommends the following: • Construction of a secondary forcemain serving L16 is necessary within the 5 years • The forcemain should follow Alternative B2 using an open trench method • Cured -in -Place Pipe (CIPP) line the existing 16" forcemain segment that was not reconstructed in the 1990s. • Continue maintenance and evaluation of valves on the existing forcemain and replace as necessary The Alternative B2 alignment follows the south side of Country Road 101 from Marschall Road (CH 17) to Shenandoah Drive, then south along the west side of Shenandoah Drive connecting to the existing gravity sewer system at 4th Avenue. The other alignments studied include the north side of County Road 101 and along 4th Avenue. Additionally, the study reviewed the costs of directional boring the pipe in lieu of open trenching. The total estimated project cost of Alternative B2 is $3.1 million, which includes a contingency and project delivery costs. These costs will be programmed in the upcoming 2027-2031 Capital Improvement Plan to ensure adequate funding can be allocated for the recommended improvements. Recommendation: Adopt Resolution R2026-028, accepting the feasibility report. Budget Impact: None. Attachments: 20260105 L16 Forcemain Feasibility_Final for Approval.pdf Resolution R2026-028.docx 68 /LIFT STATION 16 TKDA ALTERNATE A ALTERNATE ALTERNATE B2-' \ I ' ALTERNATE T. L•• ••?• • • 4111 AVE E _ Feasibility Report L16 DUAL FORCEMAIN IMPROVEMENTS Shakopee, Minnesota TKDA Project No. 21396.001 January 5, 2026 69 70 L16 Dual Forcemain Improvements Feasibility Report Shakopee, Minnesota TKDA Project No. 21396.001 January 5, 2026 I hereby certify that this 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. Fo p Larry Poppler, PE Project Manager Date: January 5, 2026 Lic. No.: 41005 TKDA 3311 East Old Shakopee Road Suite 300 Bloomington, MN 55425 TKDA 71 72 Executive Summary The City of Shakopee owns Lift Station 16 (L16) and the 16" forcemain that discharges wastewater to a gravity sewer that conveys wastewater to the Metropolitan Council Environmental Services' (MCES) Blue Lake Water Reclamation Facility. Approximately 30% of city wastewater flows through L16 and its forcemain. As critical sanitary sewer infrastructure ages, cities must be prepared for the replacement of their facilities to keep wastewater flow moving downstream. A Feasibility Report prepared by AE2S in October of 2020 recommended adding a secondary forcemain as an improvement to L16, identifying it as a part of the anticipated 10 -year CIP. Considering the critical value of this asset, the City is evaluating the forcemain and considering adding a second forcemain pipe to provide additional capacity and redundancy for maintenance and operation. This feasibility report studies the existing forcemain system serving L16 and provides options for constructing a secondary forcemain system that serves L16. Significant challenges exist along the various alternative routes, including the following: • Cultural resources • Shallow bedrock • Existing utilities • Environmental • Railroad • County Highway • Property impacts This feasibility study evaluates the costs, risks, and other tradeoffs for construction of a secondary forcemain system. The feasibility study also reviewed improvements for the existing forcemain system. Based on these costs, risks, and tradeoffs, this feasibility study recommends the following: 1. Construct a secondary forcemain serving Lift Station 16. 2. Construction of Alternate B2 using an open trench method. 3. Ongoing cultural resource review during construction. 4. Once Alternate B2 is complete, CIPP line the existing 16" forcemain segment that was not reconstructed in the 1990s. This could be performed as a separate project or as a part of the dual forcemain work. 5. Continued maintenance and evaluation of valves on the existing forcemain system. Replace as necessary. Constructing Alternate B2 has a total estimated cost of $3.1 million, which includes a 15% contingency and other construction expenses. Project funding is expected to come from sanitary sewer funds and the City's general fund. Regardless of the chosen alternate, it is recommended that ongoing cultural resources work take place as the project moves from feasibility to planning and construction stages. Compliance with state law will require archaeological reconnaissance survey, consultation with the Shakopee Mdewakanton Sioux Community (and other Minnesota Dakota Communities), the Minnesota Indian Affairs Council (MIAC), Minnesota State Historic Preservation Office (SHPO), and Office of the State L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Summary Page 1 73 Executive Summary (Continued) Archaeologist (OSA). Continued dialogue with involved agencies and stakeholders, including consultation and feedback regarding proposed route options should guide the next steps of the process. All alternative route options have challenges and tradeoffs. Alternatively if the City does not choose to move forward with construction of an alternative within 5 years of this report, it is recommended that the City complete a project to CI PP line the existing forcemain at the "mill pond" crossing at a cost estimated at $148,000 and keep up with maintenance and replacement of forcemain system components at all structures and manholes. However, any maintenance on the existing forcemain will require the expense of bypass pumping if the dual forcemain is not installed. L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Summary Page 2 74 75 Table of Contents Certification Page Summary Table of Contents Page 1.0 Background 1 2.0 Introduction 1 3.0 Existing Conditions and Corridor Constraints 2 3.1 General Site Overview 2 3.2 Existing Forcemain Details and History 2 3.3 County Road 101 Bridge Crossing 3 3.4 Railroad Crossing 3 3.5 Cultural Resources 4 4.0 Existing Forcemain Condition Assessment and Recommendations 4 4.1 General Pipe and Structure Condition 4 5.0 Dual Forcemain Preliminary Alignment Review 6 5.1 Project Area / Alternatives 6 5.2 Cultural Review of Alternative Alignments 7 5.3 Railroad Permitting 8 5.4 Constructability Review 9 6.0 Cost Estimates 12 6.1 Existing System Estimate 12 6.2 Dual Forcemain Alternatives Estimates 12 7.0 Evaluation of Alternatives 13 7.1 Options Screening 13 7.2 Risk Register 13 7.3 Options Scoring 13 8.0 Conclusion and Recommendations 14 List of Tables Table 1 Alternatives Estimates 13 Table 2 Options Scoring 13 List of Appendices Appendix A Appendix B Appendix C Appendix D Appendix E Appendix F Appendix G Project Layouts Cost Estimate Risk Register Option Screening Table Phase 1a Cultural Resources Assessment AE2S Lift Station L16 Feasibility Report Shakopee Emergency Action Plan L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota 76 Feasibility Report L16 DUAL FORCEMAIN IMPROVEMENTS Prepared for Shakopee, Minnesota 1.0 Background The City of Shakopee owns Lift Station 16 (L16) and the 16" forcemain that discharges wastewater to a gravity sewer that conveys wastewater to the Metropolitan Council Environmental Services' (MCES) Blue Lake Water Reclamation Facility. These facilities are located in Township 115 North, Range 22 West, Sections 4, 5, and 6. Approximately 320 million gallons per year, representing 30% of Shakopee's total wastewater, flow through L16 and its forcemain. Considering the high volume of flow to L16, a failure of the existing forcemain system could result in discharge of wastewater to environmentally sensitive areas, backup of sewage, and high costs for emergency response. Considering the critical value of this asset, the City is evaluating the forcemain pipe and considering adding a second forcemain pipe to provide additional capacity and redundancy for maintenance and operation. This feasibility report explores options, risks, and costs for adding a second forcemain pipe serving L16. 2.0 Introduction Lift Station 16 was constructed in the 1970s and reconstructed in the late 1990s by MCES. Ownership of the lift station and associated forcemain was transferred to the City of Shakopee in 2009. The existing 16" forcemain was originally constructed in the 1970s and begins at L16 and travels along the north side of County Road 101, crossing under the highway and railroad tracks, connecting to gravity sewer. Portions of this forcemain were rehabilitated in the mid -1990s. A critical portion of forcemain that crosses under the "mill pond" area at the County Road 101 bridge was not rehabilitated. Figure 1: Lift Station 16 A Feasibility Report prepared by AE2S in October of 2020 recommended adding a secondary forcemain as an improvement to L16, identifying it as a part of the anticipated 10 -year CIP. The City rehabilitated the lift station in 2022, as identified in the feasibility report. That project added a bypass system, SCADA improvements, provided new pumps, and rehabilitated the wet well for additional emergency storage. L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 1 77 As critical sanitary sewer infrastructure ages, cities must be prepared for the replacement of their facilities to keep wastewater flow moving downstream. The amount of flow which is being pumped through this forcemain is significant, representing 30% of the City's wastewater effluent. It is important that this forcemain be monitored and options reviewed for future replacement or construction of a dual pipe serving L16. The feasibility report reviews the existing forcemain and explores secondary forcemain options. There are a number of challenges and considerations for work in this area. These include: cultural resources, bedrock, railroad, county roadway, environmental areas, and utilities. The report explores existing conditions and corridor constraints, reviews the existing forcemain condition, develops alternatives for a secondary forcemain serving L16, reviews costs, evaluates options and risks. At the conclusion of the report, recommendations are provided. 3.0 Existing Conditions and Corridor Constraints 3.1 General Site Overview The feasibility study area extends from the existing Lift Station 16 Marschall Road (County Road 17) on the west to the connection with the existing MCES gravity sanitary interceptor along County Road 101. The northern and southern limits of the study area include 4th Ave East on the south and the northern right of way limit of County Road 101. The north side of the project abuts Shakopee Memorial Park and the Landing Heritage Site. Figure 2: Memorial Park and Trail above existing 3.2 Existing Forcemain Details and History The existing forcemain route follows along the north side of County Road 101 and crosses the "Mill Pond" approximately 1000 feet east of Marschall Road at Bridge No. 5944. The existing forcemain crosses under CR 101 and Union Pacific Railroad right of way east of a new warehouse (Amazon) facility. -LIFT STATION 16 AREA OF STUDY 4TH AVE E Figure 3: Area of Study 1,1 1 Lia • CONNECTION TO EXISTING SEWER I The existing forcemain was originally constructed in the 1970s and then reconstructed as part of two projects in 1993 and 1995. It consists of 16" diameter PVC pipe and some epoxy lined ductile iron pipe. The existing forcemain route includes 8 manhole structures. L16 Dual Forcemain Feasibility Report Shakopee, Minnesota TKDA Project No. 21396.001 Page 2 78 These structures were built in strategic locations to provide for forcemain pipe bends and include air release valves and gate valves that can isolate wastewater flow. The forcemain discharges into a 36" gravity interceptor sewer that flows east to the MCES Blue Lake Water Reclamation Facility. The interceptor pipe was constructed in 1981. v y il•.; -LIFT STATION 16 COUNTY ROAD 101 Figure 4: Existing Forcemain Route 3.3 County Road 101 Bridge Crossing At the "Mill Pond" area, County Road 101 crosses over the pond, low area, and trail via Bridge No. 5944. The forcemain pipe crosses below the pond at approximately elevation 704, 7-8 feet below the pond elevation. This pipe elevation is 25-30 feet below the bridge deck. 3.4 Railroad Crossing The existing forcemain crosses under the Union Pacific Railroad track near the gravity sewer connection. This connection is located north of 3253 4th Ave South. The Union Pacific right of way is 100' wide. CONNECTION TO EXISTING SEWER • Figure 5: Conditions above existing Mill Pond crossing The railroad crossing includes the 16" PVC pipe located within a 36" steel casing pipe. The crossing length is 55 feet. The existing 16" PVC pipe discharges into a manhole just south the Union Pacific right of way. It is assumed that a permit or agreement was in place for this pipe crossing. Having a copy of this permit or agreement should help with the application for another crossing. Considering the age and transfer of ownership from MCES, an official agreement may not be available. Figure 6: Highway and Rail Crossing Location L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 3 79 3.5 Cultural Resources The feasibility study area is located within an area shown to be rich in cultural resource artifacts. Blondo Consulting, LLC (Blondo Consulting), was retained by TKDA to complete a Phase 1a Cultural Resources Assessment for the proposed L16 Forcemain in Shakopee, Scott County, Minnesota. Since the current status of the project is a feasibility study, it is not subject to agency review, however; as the project moves to planning and construction phases, work will be subject to review under the Field Archaeology Act (Minn. Stat. § 138.31-138.42) and the Private Cemeteries Act (Minn. Stat. § 307). The study area included multiple optional routes. As the project moves into planning and construction phases, an APE (Area of Potential Effect) will need to be defined. Typically, the APE is identified as the area where ground disturbing activities may occur. Background research was completed through an online request for State Historical Preservation Office (SHPO) files and through their online portal. Research results indicated the identification of 25 archaeological sites within a one -mile radius of the study area. An additional 20 historic resources have been recorded within one mile of the study area. Numerous cultural resources surveys have been completed within the study area, most focusing on mound groups north of Highway 101. See Full Phase 1a Cultural Resources Assessment in Appendix E. 4.0 Existing Forcemain Condition Assessment and Recommendations 4.1 General Pipe and Structure Condition Pipe condition is difficult to assess. without excavation or televising the pipe. Public Works staff have noted a few concerns with the existing forcemain. Concerns include rust within valve manholes and poor valve operation for specific valves. Overall, public works is performing routine maintenance on the forcemain system, and it is working well. Televising the existing pipe could be performed to evaluate the inside condition of the pipe, but it . t would involve taking the existing forcemain out of service. Considering the volume of wastewater conveyed, L16 and the forcemain pipe can't be taken out of service without providing either a temporary or permanent system to convey the flow during the televising and inspection. However, the expected lifespan of PVC pipe is 75 years. Since the PVC pipe was installed in 1996, the remaining lifespan of the existing pipe is estimated to be approximately 46 years. PVC is not subject to corrosion. Figure 7: Valve vault near Lift Station. Some corrosion on pipe. A portion of the forcemain pipe crossing under Bridge #5944 in the "Mill Pond" area was not reconstructed in the mid -1990s and was constructed in the 1970s. It is recommended that this pipe be lined with "Cured In Place Pipe" (CIPP). L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 4 80 Valves are regularly maintained, and no significant breaks have been reported. In structures where pipe is exposed, the fittings show some corrosion. At some point, these structures and valves would require replacement. In 2014, four manholes were rehabilitated with new valves. In 2024 a failing air release valve was replaced. The costs for this work was approximately 20% higher due to bypass pumping. Having a dual forcemain available would have eliminated the additional cost. The Lift Station Feasibility Report by AE2S in October 2020 recommended, upon completion of the new forcemain, to perform a more detailed inspection of the existing forcemain and replace the valves. The City has an Emergency Operations Plan for L16 prepared by AE2S in March of 2025. The plan includes discussion of a rupture of the existing forcemain and steps to handle such an event. Considering the pipe materials at the mill pond crossing, a rupture at this location is the most likely area to rupture. A rupture at this location is also the most difficult to address and would involve a temporary bypass system. If an emergency repair were needed, one possibility could be to CIPP line this pipe once the temporary bypass system is set up. The existing manhole structures on either side of the mill pond crossing would be used to access the pipe for lining. Therefore, the bypass would need to utilize other downstream and upstream manholes or structures. The temporary bypass would involve connecting the temporary conveyance pipe to the pipe within the existing manholes and utilizing the existing lift station pump to convey the wastewater flow through the bypass pipe. No temporary pipe would be required in this case. The temporary conveyance pipe would be placed along County Road 101 and over the bridge. A lane closure would be needed and concrete barricades would be placed to protect the temporary conveyance pipe along County Road 101. Lining costs for this section are complicated due to the vertical bends in the forcemain system at the bridge. Lining at the vertical bends can 725 mum ommtimimiiiimmilimm mil �•umioni mum me =vim= mu aii =mu um w I is m 1 ■cMMINII II IS MN "Ii AftijidmiNiimi -.1.1 i ll 1 1 Milla illig: - I. ■ um 'i mk s ImiilI it ill imii 1 .— !h...-egil ha ingil1 ...= i 11 mim ..iim '11 Li Mil MEM". illA IMIUMin illalbilMilli W..IIIIIIIIMPI... i�I -1R MVAN I=1MI WA iMOM 1:IlMil III Eitims illi=, =I mit ......L _ Mil um; n L rw!AMMIll rig rmi wN L I1 1U kil NM= INEWAIMX== MIENR rm. VOL IA.'a4.3ti' MEEl FA =174 Mill En rrliraMEM NM MEM MIIIIIV 1. MEM -EMENIM I IIII NI MI M. 720 710 705 700 17+00 Figure 8: Force main profile at Mill Pond Crossing create folds in the liner at these bends during the lining process. These folds would then need to be cut out of the pipe with a robotic cutting machine. For the purposes of this report, lining for this complicated segment of pipe is assumed to be $350 per linear foot ($700 per linear foot in an emergency situation due to advancing liner fabrication and scheduling). L16 Dual Forcemain Feasibility Report Shakopee, Minnesota Page 5 TKDA Project No. 21396.001 81 Based on these assumptions, an emergency repair could cost upwards of $246,000 (Emergency lining $196,000 and bypass pumping $50,000). It may be prudent to initiate a lining project in advance of a rupture at an estimated cost of $148,000 (Lining $98,000, bypass pumping $50,000). 5.0 Dual Forcemain Preliminary Alignment Review 5.1 Project Area / Alternatives This feasibility study reviewed multiple routes to connect a secondary forcemain serving L16 and connecting to the existing gravity sewer interceptor. Criteria in evaluating the alternatives include impacts to cultural resources, constructability, and cost. 7LIFT STATION 16 4,4tAt ALTERNATE A /ALTERNATE C2 11 IL tr Figure 9: Route Alternatives ~ALTERNATE B ,♦ ♦ s;�fi^r Q� ALTERNATE 62 '♦ d�,� ALTERNATE C-7'4,1 4TH AVE E 111 No Action — The do-nothing alternative is an option; however, eventually the existing forcemain will require maintenance or replacement. There is also a risk that if the existing forcemain pipe fails, there will be significant impacts to customers within the service area, discharge to the "Mill Pond" area, or disturbance of cultural artifacts. Wastewater backups to customer properties could occur. The emergency response in that scenario would be difficult and costly. Considering the existing right of way, three alternative routes were reviewed as part of the feasibility study. Two additional sub -options were also reviewed. See below and Appendix A for maps showing project alternatives. Alternate A places a new forcemain pipe generally parallel to the existing forcemain and would be located south of the existing forcemain. It would be generally located between the existing forcemain and CR 101. A new crossing will be necessary across the Mill Pond in close proximity to the existing forcemain. This option has the highest potential for inadvertent cultural resource disturbance, and the highest potential for encountering bedrock, but the lowest potential for utility impacts. Alternate B places a new forcemain pipe which crosses to the south side of County Road 101 and is generally located between the edge of CR 101 and the Union Pacific Railroad track. The new forcemain would cross under the rail track near the existing forcemain and connect at the same manhole. The location of the CR 101 crossing can be shifted as necessary to reduce conflicts with utilities or other constraints. The crossing at the Mill Pond is on the south side of CR 101, which has more open space and good separation from the existing forcemain. L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 6 82 Alternate B2 follows Alternate B but turns the alignment south along Shenandoah Drive and makes a connection to the existing gravity sewer at 4th Ave East and Shenandoah Drive. This option reduces the length in the County right of way and reduces the overall option length by around 1600 LF. This option connects to the existing 24" City sanitary sewer pipe. The City has determined that this pipe has the capacity to accept the L16 forcemain flow. Alternate C places a new forcemain alignment on Marschall Road (County Road 17) from L16 to 4th Avenue, the forcemain follows 4th Avenue S to the east, where it connects to the existing gravity interceptor at 4th Ave and Shenandoah Drive. This route is likely to have less bedrock excavation and less risk of inadvertent cultural resource impacts, but has a very high potential for public and private utility impacts. Alternate C2 utilizes an existing Utility Easement East of Marshall Road. To access this easement, the property currently owned by the Shakopee Mdewakanton Sioux Community (SMSC) would need to be used, requiring coordination and agreement. The Existing Utility Easement contains gas, communications, and sanitary sewer, so coordination would be required to find a suitable location for the forcemain. Access to the utility easement would also be more challenging than Alternative C. 5.2 Cultural Review of Alternative Alignments Alternate A has the highest potential for archaeological impacts and has less support from Native American stakeholders. Alternate A has a significantly higher risk of encountering cultural materials. If this were to happen, it would disturb the burials held in high regard by the SMSC and a wider American history. In addition, encountering these materials would start an inadvertent discovery plan (to be developed). Typical plans include negotiations and recovery methods that could delay the project. Alternate B is a better compromise between archaeological concerns and efficient construction. It provides a less complicated route compared to Alternate C along with a lower potential to impact the Pond and Steele Mound groups (21 SC0022 and 21 SC0024) than Alternate A. However, even though the known mounds and mound remnants are north of Highway 101, the potential for cultural materials within Alternate B remains and there is still a possibility of project delays. Alternate C, in conjunction with Alternate B2, is the most favorable from an archaeological standpoint as it appears to be the least likely to impact cultural resources, especially regarding the Pond Mound Group (21 SC0022). However, Alternate C would still cross through the Steele Mound Group (21 SC0024) meaning it has a slight advantage over Alternate B. Furthermore, this is based on the known archaeological sites and may be subject to change once additional archaeological survey has been completed. Finally, the use of Alternate C2 is not recommended as it cuts through the middle of the Shakopee Village and Mound group (21SC0002). Ongoing cultural resources work is recommended as the project moves from feasibility to planning and construction stages. Compliance with state law will require archaeological reconnaissance survey, consultation with the Shakopee Mdewakanton Sioux Community (and other Minnesota Dakota Communities), the Minnesota Indian Affairs Council (MIAC), the Minnesota State Historic Preservation Office (SHPO), and the Office of the State Archaeologist (OSA). Continued dialogue with involved agencies and stakeholders, including consultation and feedback regarding proposed route options, should guide the next steps of the process. Specific next steps are detailed in the Recommendations and Conclusions section at the end of this report. L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 7 83 5.3 Scott County Permitting Permitting will be needed with Scott County for any work within the County Road 101 right of way. For this project, a standard utility permit would be needed. Scott County has an online permitting system. Permit processing is typically 2 weeks, and no permit fees would be charged. Any crossing of County Road 101 would require a casing pipe, and the space between the carrier pipe and the casing pipe would be filled with sand. Any crossing should be perpendicular to County Road 101. 5.4 Railroad Permitting In order to construct a new forcemain pipe, all alignment options require crossing the Union Pacific railroad track. Union Pacific has an application process for new crossings. An application fee of $2,055 is required at the time of application. Crossing applications take a minimum of 45-60 days to process. To apply, the City must have the following information: 1. Applicant Contact Information 2. Construction Contact Information 3. Pipe Crossing Information (type of crossing, type of commodity, angle of crossing, size, depth, materials) 4. Latitude / Longitude of Crossing Location 5. Fixed Location based on UP stationing (Search tool available) 6. Documents / Maps 7. Payment For more information or to apply for the permit, navigate to the Union Pacific Website: https://www.up.com/real-estate/tempuse/procedures Rail Crossings — Boring under Union Pacific track must be a minimum of 60 inches below base of rail. Wet bores are not permitted on Union Pacific property. Steel casing pipe is required with the carrier pipe inside the casing. The ends of steel casing need to be a minimum of 30 feet from the centerline of the track when measured at a right angle to the track. Also, bore pits must be a minimum of 30 feet from the centerline of the track when measured at a right angle to the track. In addition, no bore pits can be located in the slope of a cut or fill section of the roadbed. The bore pit size must be kept to a minimum. Manholes must be capable of withstanding H-20 highway loading requirements and must be installed so as not to create a stumbling hazard. Parallel Pipelines — Union Pacific provides guidance that any parallel pipelines must be at least 50 feet from the roadway centerline and must be outside of the 1 to 1 grades for supporting the rail line. The space between the railroad track and CR 101 is generally 80 feet wide. L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 8 84 FT. TO R.O.I. - FT. TO R.0.11. 5O' -Q' IIN. CLEARANCE TO UTILITY LINES ee'• Wf 35'-0' Aw4. 6'-0' 35'-O' 1144. CLEARANCE TO UTILITY LINES TRK. CENTERS; Q.EARAMCE To UTLITY LINES NATURAL GROUND LINE t r EXCAYATCN MUST BE OUTSOE PROJECTED SLOPE LINE. 1AAINSLINE PROF3SED TRACK SECOND TRACK PARALLEL ENCROACHMENTS FOR UTILITY LINES SCAL i NOTES. I. IT MILL NOT BE PERNSSIBLE TO ATTACH UTLITY LINES HANDLING GAS OR FLUIDS TO BROGES. COMMLINICATK)N LINES AMY BE ATTACHED WITH Tit ATTACtIivIENT TO THE BRIDGE STRUCTURE APPROVED ON A PER BRIDGE BASIS. 2. ALL P ELIAES SHALL BE BURIED A MINIMUM or 5 FEET BELOW NATURAL GROUND. Figure 10: Union Pacific Utility Standards 5.5 Constructability Review Forcemain construction will include placement of new PVC forcemain pipe approximately 6' deep and construction of approximately eight manhole structures for bends, gate valves, air release valves, and cleanouts along the route. Other than cultural resource challenges and railroad permitting, several other significant challenges exist in constructing a secondary forcemain serving L16. The severity of these challenges varies depending on the route. These challenges include: • Bedrock • Mill Pond Crossing • Utilities • Environmental Impacts • Proximity to Existing Forcemain Bedrock — Historical soil boring data was reviewed for the study area and shows that shallow bedrock exists below the surface across most of the project area. It can be expected that construction would encounter dolomite stone, which is a bedrock type that is denser than other forms of bedrock. In some places, the bedrock is only 2' below the surface. Any new option for forcemain construction will encounter bedrock; however, the further from the Minnesota River, the deeper the bedrock appears. Any new forcemain route should plan for rock excavation as part of the project planning. Prior to design, it is recommended that soil borings along the selected forcemain route be completed to better understand the depths and composition of bedrock and soil material. If the project were to be constructed using tunnelling through bedrock, significantly higher costs can be expected to employ tunnelling equipment capable of tunnelling through bedrock. L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 9 85 Tunnelling at County Road 101 Bridge — To build or replace a forcemain crossing at Bridge No. 5944 and under the mill pond would involve excavations of tunnelling pits to depths of 30 feet. Tunnelling would be used to cross under the "Mill Pond" at the bridge and would include an estimated 16 -foot diameter pits on both sides of the bridge. Other challenges to placing large tunnelling pits in this area could include impacts to public and private utilities, private property impacts, parking lot impacts, and retaining wall, lighting, and bituminous trail impacts. Staging for tunnelling operations would likely require property acquisition. If a route is selected that crosses the "Mill Pond" area, it is recommended that the crossing be south of CR 101 for the following reasons: • Provides for separation from existing forcemain • Less severe slopes • More open space for tunneling pits and staging Affixing Forcemain to the County Road 101 Bridge — Instead of boring under the bridge in the mill crossing area, we evaluated attaching the new forcemain to the existing bridge. We have discussed this option with Scott County, and they indicate that it may be possible but further review will be necessary. 740 -- 730 - DESIGN NW (010O) - R. 7)?.6 (:=1) 720- 710 - 700 L_ EL. 717.00 GROUTED RIPRAP (IS TOTAL THICKNESS) WITH r CRANuLAR r1LTER (TYPJ WC T ABUT. EAST A8(1T. Figure 12: Bridge 5944 General Elevation Figure 11: Bridge 5944 • GENERAL ELEVATION NORMAL TO STREAM REGULATORY NW (0100) EL. 720.7® TRAIL 3 LOW NEWER EL. 724.53 -r 1 J EL. 716.44 HP 12 X 53 PILES. TYP. PROFILE CRAM (EXIST. 1 PROPOSED) 740 730 720 710 700 L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 10 86 Below are a few design considerations: • Load rating of the bridge would be confirmed to see if fascia beam and first interior beam can take the additional load. • The wingwalls sit outside of the deck by approx. 2 feet. There is a pilaster midspan that is also offset from edge of deck by approx. 2 feet. The forcemain would need a substantial hanger system to cantilever about 5 feet from the beam. • This bridge has above average aesthetics. • There are lights on the bridge, so the conduit for lighting may interfere with forcemain alignment. • Forcemain that hangs lower than the bottom of the beam would impede vertical clearance to the trail, and the hydraulic opening for the crossing will be reduced. • Forcemain would need insulation. 0 Figure 13: Bridge 5944 Based on the design considerations, several options were considered: Option 1: Design and fabricate a hanger system that would use the exterior barrier and overhang to support a frame and roller system to place the pipe on to cross the bridge. Option 2: Design a support system that would allow a beam to cantilever out from the bottom of the facia girder and the first interior girder. Overhead clearance on the trail would have to be considered. Option 3: Design a support system that would place the forcemain pipe between the girder lines, supported by a modified diaphragm. That would allow a straight line across the bridge for the forcemain, avoiding the need for 90 - degree elbows and possible thrust blocks. It would also eliminate the aesthetic impact of placing the forcemain on the exterior of the bridge. Construction would require removing a section of the bridge backwall and roadway impacts to County Road 101. The cost for these options, less engineering, would be approximately $1500 per linear foot ($171,000). The cost includes material, labor, and insulation for a pipe support system. It also includes the cost, if needed, for thrust blocks at each end of the bridge where the forcemain pipe would need 90 -degree bends. Other costs, including roadway work, are not included. If a walkway for access to the pipe were required, that would significantly increase the cost. Also, as an added protection against vandalism, a fence on top of the barrier may be needed, and that would add to the cost as well. Figure 14: Bridge 5944 L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 11 87 It is recommended that final design process review the placement of the forcemain within the girder lines (Option 3). Costs within this report include this recommendation. Utilities — Existing utilities are located along each route. In certain areas, public or private utilities may need to be relocated to build the new forcemain. During design, the route would be refined to attempt to minimize public or private utility relocation. Environmental Impacts — With any construction, there is potential for erosion. The "Mill Pond" area with steep slopes in close proximity to wetland areas appears especially sensitive. Redundant erosion control measures would be employed in this or other sensitive environmental areas. Proximity to Existing Forcemain — The routes shown in close proximity to the existing forcemain add risk to the potential for damage to the existing forcemain that would be in service during construction. Rock excavation or tunnelling adds to this risk. If a route is selected that is in close proximity to the existing forcemain, the contractor must be prepared to repair a forcemain leak and clean up any wastewater as a part of that break. The tradeoffs for each option related to these and other challenges have been evaluated. See the "Risk Register" and "Options Screening Table" provided in Appendix C and D. 5.6 Maintenance Considerations Maintenance for a new dual forcemain will be similar to the maintenance on the existing forcemain pipe. The alternatives reviewed have different trade-offs. Generally, options A and B along County Road 101 would be the least preferred from a maintenance perspective due to the higher speeds of traffic along County Road 101. Working with Scott County, the valve manholes could be constructed with a short driveway access. Option C2 places the pipe within an easement corridor area that may be difficult to access because it is away from a roadway corridor and pavement areas. Option C2 would be especially difficult in the winter from a maintenance perspective. Options B2 or C appear to be the most favorable in terms of maintenance. 6.0 Cost Estimates 6.1 Existing System Estimate If a second line is not constructed, the existing forcemain should be more thoroughly inspected to establish the condition and look for potential failure risks. Some tests will require the forcemain to be removed from service to perform video inspection of the pipe interior; temporary conveyance will be necessary to maintain service during inspection. It is recommended that, once the new secondary forcemain system is constructed and operational, the existing forcemain that was not reconstructed in the mid -1990s be lined using a CIPP method. The estimated cost for this work is $98,000 ($350 per linear foot). 6.2 Dual Forcemain Alternatives Estimates The three alternatives were evaluated for costs based on two construction methods, one with open trench construction and the other using tunnelling. Tunnelling will still be incorporated in the trenching method at select locations, such as highway and rail crossings, to minimize disruptions. Two additional sub -options were reviewed with slightly different routes for alternatives B and C. These sub -options are labeled Alternatives B2 and C2. L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 12 88 The presence of bedrock creates significant uncertainty in the cost estimates. Additional soil borings during the final design process will improve the estimate of rock removal that will be necessary, however construction progress can be expected to will take more time than a normal forcemain project due to bedrock and monitoring for cultural resources. Based on estimates of bedrock, the cost of tunnelling the entire route was significantly higher than open trench construction. The trenching version of Alternate B2 was identified as having the lowest cost. Table 1 Alternatives Estimates ALTERNATE OPEN CUT TUNNELLED A $ 5.1 Million $ 15.5 Million B $ 3.5 Million $ 15.4 Million B2 $ 3.1 Million $ 12.5 Million C $ 5.3 Million $ 13.3 Million C2 $ 4.9 Million $ 10.7 Million See Appendix B for detailed cost breakdown. 7.0 Evaluation of Alternatives 7.1 Options Screening Each alternative route has advantages and disadvantages to consider. An options screening table was prepared to document these advantages and disadvantages for the purpose of evaluating and selecting the best alternative and is included as Appendix D. 7.2 Risk Register A matrix of project design and construction risks was created to identify risks and a response if necessary. Primary risks are bedrock impacts, utility impacts, and inadvertent cultural resource discoveries. See Appendix C for the full risk register. 7.3 Options Scoring Using the information prepared in the options screening table and risk register, scoring criteria were prepared to evaluate each option against one another. Numerical scores were given for each alternative considering advantages, disadvantages, risks, and costs. Alternatives scoring indicates that Alternate B2 constructed using open cut construction scored the highest using the scoring criteria. Table 2 Options Scoring ALTERNATIVE TOTAL SCORE A 20 A - TUNNELLED 21 B 36 B2 37 B -TUNNELLED 34 C 35 C2 36 C - TUNNELLED 33 L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 13 89 8.0 Conclusion and Recommendations A significant portion of the wastewater generated by the City of Shakopee is routed to Lift Station 16 and through the forcemain under consideration. Constructing a second forcemain provides important redundancy to the City's wastewater conveyance system, allowing for continued operation during maintenance or in the event of damage to the existing forcemain. Route options and methods of construction were reviewed to evaluate costs, risks, and tradeoffs of adding a secondary forcemain serving L16. Considering cost, risk, and other tradeoffs, the following actions are recommended: 1. Construct a secondary forcemain serving Lift Station 16. 2. Construction of Alternate B2 using an open trench method. 3. Ongoing cultural resource review during construction. 4. Once Alternate B2 is complete, CIPP line the existing 16" forcemain segment that was not reconstructed in the 1990s. This could be performed as a separate project or as a part of the dual forcemain work. 5. Continued maintenance and evaluation of valves on the existing forcemain system. Replace as necessary. Constructing Alternate B2 has a total estimated cost of $3.1 million, which includes a 15% contingency and other construction expenses. Project funding is expected to come from sanitary sewer funds and the City's general fund. Regardless of the chosen alternate, it is recommended that ongoing cultural resources work take place as the project moves from feasibility to planning and construction stages. Compliance with state law will require archaeological reconnaissance survey, consultation with the Shakopee Mdewakanton Sioux Community (and other Minnesota Dakota Communities), the Minnesota Indian Affairs Council (MIAC), Minnesota State Historic Preservation Office (SHPO), and Office of the State Archaeologist (OSA). Continued dialogue with involved agencies and stakeholders, including consultation and feedback regarding proposed route options should guide the next steps of the process. All alternative route options have challenges and tradeoffs. Alternatively if the City does not choose to move forward with construction of an alternative within 5 years of this report, it is recommended that the City complete a project to CIPP line the existing forcemain at the "mill pond" crossing at a cost estimated at $148,000 and keep up with maintenance and replacement of forcemain system components at all structures and manholes. However, any maintenance on the existing forcemain will require the expense of bypass pumping if the dual forcemain is not installed. The improvements are necessary to allow for safe and reliable conveyance of wastewater for L16. The project will be competitively bid to allow for a cost-effective improvement. The feasibility study has provided an overall analysis of the feasible improvements for consideration within this project area. Therefore, the proposed improvements within the areas outlined in this report are necessary, cost effective, and feasible from an engineering standpoint. L16 Dual Forcemain Feasibility Report TKDA Project No. 21396.001 Shakopee, Minnesota Page 14 90 1 TKDA Appendix A Project Layouts 91 Z6 BMpinoRei par,\Saaa4S Zo\ay° aad0Ne4S,-11,, wd l:Z- 9Z0Z `L6 30a £6 \ SCALE IN FEET / \ Iiti ^„ •' d Z' } . �rryy_ I ,, . LL' 1 1 — UGFO— — — - — .GFO— --hU UGFO— ' _. 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' U Q 1 U Y Q I W Al Q O W H n • " nI`•-- ..• Fo_IN I\,�__ 4 J_k) • i I\ --•1 — — , , ` MARSCHAUU RD y r \\\:2\\ h k r•• 6mpino.,pafoad\Saaa4S ZO\aya l0\uol1o,0Jd b0\10096£124, aad0,,S\Z-11,1 wdZl Z- 9Z0Z LL 30a 1 TKDA Appendix B Cost Estimate 96 L16 DUAL FORCEMAIN IMPROVEMENTS COST ESTIMATE 1/2/2026 Trenching Directional Drilling ALTERNATE A UNIT QUANTITY UNIT PRICE ESTIMATE QUANTITY UNIT PRICE ESTIMATE MOBILIZATION (5%) LS 1 $ 178,600 $ 178,600 1 $ 567,000 $ 567,000 REMOVE AND REPLACE PAVEMENT SQ YD 7167 $ 200 $ 1,433,400 500 $ 200 $ 100,000 12" PVC FORCEMAIN (SOIL) LF 4000 $ 90 $ 360,000 4000 $ 850 $ 3,400,000 12" PVC FORCEMAIN (BEDROCK) LF 4000 $ 90 $ 360,000 4000 $ 1,700 $ 6,800,000 12" PVC FORCEMAIN (RR CROSSING) WITH CASING LF 75 $ 850 $ 63,750 75 $ 850 $ 63,750 12" PVC FORCEMAIN (CR 101 CROSSING) WITH CASING LF 100 $ 850 $ 85,000 100 $ 850 $ 85,000 MILL CROSSING PIT WITH STRUCTURE EA 2 $ 40,000 $ 80,000 2 $ 40,000 $ 80,000 12" PVC FORCEMAIN (AFFIXED TO BRIDGE)* LF 114 $ 1,500 $ 171,000 114 $ 1,500 $ 171,000 CONNECT TO EXISTING L16 EA 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 CONNECT TO EXISTING MH EA 1 $ 15,000 $ 15,000 1 $ 15,000 $ 15,000 PUBLIC UTILITY IMPACTS LS 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 ROCK EXCAVATION (ASSUMES 50% OF LENGTH INCLUDES ROCK) CY 3700 $ 100 $ 370,000 520 $ 100 $ 52,000 VAULT STRUCTURES EA 5 $ 40,000 $ 200,000 5 $ 40,000 $ 200,000 MANHOLES EA 5 $ 20,000 $ 100,000 5 $ 20,000 $ 100,000 DEWATERING LS 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 EROSION CONTROL LS 1 $ 117,000 $ 117,000 1 $ 56,000 $ 56,000 TRAFFIC CONTROL LS 1 $ 67,000 $ 67,000 1 $ 67,000 $ 67,000 SUBTOTAL $ 3,750,750 $ 11,906,750 CONTINGENCY 15% $ 562,613 15% $ 1,786,013 ENGINEERING, INSPECTION, SURVEYING, STAKING, CONTRACT ADMIN 15% $ 562,613 15% $ 1,786,013 PROPERTY ACQUISITION AND EXPENSES SF 400 $ 10.00 $ 4,000 400 $ 10.00 $ 4,000 CULTURAL RESOURCE MONITORING $ 252,000 $ 30,000 PERMITS AND FEES $ 5,000 $ 5,000 TOTAL OPINION OF PROBABLE COST $ 5,136,975 $ 15,517,775 * If affixing to bridge is not possible cost for tunneling estimated at $600,000 Trenching Directional Drilling ALTERNATE B UNIT QUANTITY UNIT PRICE ESTIMATE QUANTITY UNIT PRICE ESTIMATE MOBILIZATION (5%) LS 1 $ 119,800 $ 119,800 1 $ 561,800 $ 561,800 REMOVE AND REPLACE PAVEMENT SQ YD 2000 $ 200 $ 400,000 500 $ 200 $ 100,000 12" PVC FORCEMAIN (SOIL) LF 4000 $ 90 $ 360,000 4000 $ 850 $ 3,400,000 12" PVC FORCEMAIN (ROCK) LF 4000 $ 90 $ 360,000 4000 $ 1,700 $ 6,800,000 12" PVC FORCEMAIN (RR CROSSING) WITH CASING LF 75 $ 850 $ 63,750 75 $ 850 $ 63,750 12" PVC FORCEMAIN (CR 101 CROSSING) WITH CASING LF 100 $ 850 $ 85,000 100 $ 850 $ 85,000 12" PVC FORCEMAIN (AFFIXED TO BRIDGE)* LF 114 $ 1,500 $ 171,000 114 $ 1,500 $ 171,000 CONNECT TO EXISTING L16 EA 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 CONNECT TO EXISTING MH EA 1 $ 15,000 $ 15,000 1 $ 15,000 $ 15,000 PUBLIC UTILITY IMPACTS LS 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 ROCK EXCAVATION (ASSUMES 50% OF LENGTH INCLUDES ROCK) CY 3700 $ 100 $ 370,000 520 $ 100 $ 52,000 VAULT STRUCTURES EA 5 $ 40,000 $ 200,000 5 $ 40,000 $ 200,000 MANHOLES EA 5 $ 20,000 $ 100,000 5 $ 20,000 $ 100,000 DEWATERING LS 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 EROSION CONTROL LS 1 $ 78,000 $ 78,000 1 $ 55,000 $ 55,000 TRAFFIC CONTROL LS 1 $ 44,000 $ 44,000 1 $ 44,000 $ 44,000 SUBTOTAL $ 2,516,550 $ 11,797,550 CONTINGENCY 15% $ 377,483 15% $ 1,769,633 ENGINEERING, INSPECTION, SURVEYING, STAKING, CONTRACTADMIN 15% $ 377,483 15% $ 1,769,633 PROPERTY ACQUISITION AND EXPENSES SF 400 $ 10.00 $ 4,000 400 $ 10.00 $ 4,000 CULTURAL RESOURCE MONITORING $ 246,000 $ 30,000 PERMITS AND FEES $ 5,000 $ 5,000 TOTAL OPINION OF PROBABLE COST $ 3,526,515 $ 15,375,815 * If affixing to bridge is not possible cost for tunneling estimated at $600,000 Trenching Directional Drilling ALTERNATE B2 UNIT QUANTITY UNIT PRICE ESTIMATE QUANTITY UNIT PRICE ESTIMATE MOBILIZATION (5%) LS 1 $ 105,200 $ 105,200 1 $ 456,000 $ 456,000 REMOVE AND REPLACE PAVEMENT SQ YD 2000 $ 200 $ 400,000 500 $ 200 $ 100,000 12" PVC FORCEMAIN (SOIL) LF 3200 $ 90 $ 288,000 3200 $ 850 $ 2,720,000 12" PVC FORCEMAIN (ROCK) LF 3200 $ 90 $ 288,000 3200 $ 1,700 $ 5,440,000 12" PVC FORCEMAIN (RR CROSSING) WITH CASING LF 75 $ 850 $ 63,750 75 $ 850 $ 63,750 12" PVC FORCEMAIN (CR 101 CROSSING) WITH CASING LF 100 $ 850 $ 85,000 100 $ 850 $ 85,000 12" PVC FORCEMAIN (AFFIXED TO BRIDGE)* LF 114 $ 1,500 $ 171,000 114 $ 1,500 $ 171,000 CONNECT TO EXISTING L16 EA 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 CONNECT TO EXISTING MH EA 1 $ 15,000 $ 15,000 1 $ 15,000 $ 15,000 PUBLIC UTILITY IMPACTS LS 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 ROCK EXCAVATION (ASSUMES 50% OF LENGTH INCLUDES ROCK) CY 2960 $ 100 $ 296,000 520 $ 100 $ 52,000 VAULT STRUCTURES EA 4 $ 40,000 $ 160,000 4 $ 40,000 $ 160,000 97 L16 DUAL FORCEMAIN IMPROVEMENTS COST ESTIMATE 1/2/2026 MANHOLES EA 4 $ 20,000 $ 80,000 4 $ 20,000 $ 80,000 DEWATERING LS 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 EROSION CONTROL LS 1 $ 68,000 $ 68,000 1 $ 45,000 $ 45,000 TRAFFIC CONTROL LS 1 $ 39,000 $ 39,000 1 $ 39,000 $ 39,000 SUBTOTAL $ 2,208,950 $ 9,576,750 CONTINGENCY 15% $ 331,343 15% $ 1,436,513 ENGINEERING, INSPECTION, SURVEYING, STAKING, CONTRACTADMIN 15% $ 331,343 15% $ 1,436,513 PROPERTY ACQUISITION AND EXPENSES SF 400 $ 10.00 $ 4,000 400 $ 10.00 $ 4,000 CULTURAL RESOURCE MONITORING $ 183,000 $ 24,000 PERMITS AND FEES $ 5,000 $ 5,000 TOTAL OPINION OF PROBABLE COST $ 3,063,635 $ 12,482,775 * If affixing to bridge is not possible cost for tunneling estimated at $600,000 Trenching Directional Drilling ALTERNATE C UNIT QUANTITY UNIT PRICE ESTIMATE QUANTITY UNIT PRICE ESTIMATE MOBILIZATION (5%) LS 1 $ 187,400 $ 187,400 1 $ 484,800 $ 484,800 REMOVE AND REPLACE PAVEMENT SQ YD 10670 $ 200 $ 2,134,000 3300 $ 200 $ 660,000 12" PVC FORCEMAIN (SOIL) LF 3200 $ 90 $ 288,000 3250 $ 850 $ 2,762,500 12" PVC FORCEMAIN (ROCK) LF 3200 $ 90 $ 288,000 3250 $ 1,700 $ 5,525,000 12" PVC FORCEMAIN (RR CROSSING) WITH CASING LF 25 $ 850 $ 21,250 25 $ 850 $ 21,250 12" PVC FORCEMAIN (CR 101 CROSSING AND MARSCHALL) WITH CASING LF 200 $ 850 $ 170,000 200 $ 850 $ 170,000 CONNECT TO EXISTING L16 EA 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 CONNECT TO EXISTING MH EA 1 $ 15,000 $ 15,000 1 $ 15,000 $ 15,000 PUBLIC UTILITY IMPACTS LS 1 $ 100,000 $ 100,000 1 $ 100,000 $ 100,000 ROCK EXCAVATION (ASSUMES 50% OF LENGTH INCLUDES ROCK) CY 1780 $ 100 $ 178,000 370 $ 100 $ 37,000 VAULT STRUCTURES EA 4 $ 40,000 $ 160,000 4 $ 40,000 $ 160,000 MANHOLES EA 4 $ 20,000 $ 80,000 4 $ 20,000 $ 80,000 DEWATERING LS 1 $ 20,000 $ 20,000 1 $ 20,000 $ 20,000 EROSION CONTROL LS 1 $ 122,000 $ 122,000 1 $ 48,000 $ 48,000 TRAFFIC CONTROL LS 1 $ 122,000 $ 122,000 1 $ 48,000 $ 48,000 SUBTOTAL $ 3,935,650 $ 10,181,550 CONTINGENCY 15% $ 590,348 15% $ 1,527,233 ENGINEERING, INSPECTION, SURVEYING, STAKING, CONTRACTADMIN 15% $ 590,348 15% $ 1,527,233 PROPERTY ACQUISITION AND EXPENSES $ $ CULTURAL RESOURCE MONITORING $ 192,000 $ 24,000 PERMITS AND FEES $ 5,000 $ 5,000 TOTAL OPINION OF PROBABLE COST $ 5,313,345 $ 13,265,015 Trenching Directional Drilling ALTERNATE C2 UNIT QUANTITY UNIT PRICE ESTIMATE QUANTITY UNIT PRICE ESTIMATE MOBILIZATION (5%) LS 1 $ 165,100 $ 165,100 1 $ 387,800 $ 387,800 REMOVE AND REPLACE PAVEMENT SQ YD 8870 $ 200 $ 1,774,000 3300 $ 200 $ 660,000 12" PVC FORCEMAIN (SOIL) LF 3450 $ 90 $ 310,500 2550 $ 850 $ 2,167,500 12" PVC FORCEMAIN (ROCK) LF 3450 $ 90 $ 310,500 2500 $ 1,700 $ 4,250,000 12" PVC FORCEMAIN (RR CROSSING) WITH CASING LF 25 $ 850 $ 21,250 25 $ 850 $ 21,250 12" PVC FORCEMAIN (CR 101 CROSSING) WITH CASING LF 100 $ 850 $ 85,000 200 $ 850 $ 170,000 CONNECT TO EXISTING L16 EA 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 CONNECT TO EXISTING MH EA 1 $ 15,000 $ 15,000 1 $ 15,000 $ 15,000 PUBLIC UTILITY IMPACTS LS 1 $ 50,000 $ 50,000 1 $ 50,000 $ 50,000 ROCK EXCAVATION (ASSUMES 50% OF LENGTH INCLUDES ROCK) CY 2110 $ 100 $ 211,000 370 $ 100 $ 37,000 VAULT STRUCTURES EA 4 $ 40,000 $ 160,000 4 $ 40,000 $ 160,000 MANHOLES EA 4 $ 20,000 $ 80,000 4 $ 20,000 $ 80,000 DEWATERING LS 1 $ 20,000 $ 20,000 1 $ 20,000 $ 20,000 EROSION CONTROL LS 1 $ 107,000 $ 107,000 1 $ 38,000 $ 38,000 TRAFFIC CONTROL LS 1 $ 107,000 $ 107,000 1 $ 38,000 $ 38,000 SUBTOTAL $ 3,466,350 $ 8,144,550 CONTINGENCY 15% $ 519,953 15% $ 1,221,683 ENGINEERING, INSPECTION, SURVEYING, STAKING, CONTRACTADMIN 15% $ 519,953 15% $ 1,221,683 PROPERTY ACQUISITION AND EXPENSES SF 10000 $ 10.00 $ 100,000 10000 $ 10.00 $ 100,000 CULTURAL RESOURCE MONITORING $ 276,000 $ 24,000 PERMITS AND FEES $ 5,000 $ 5,000 TOTAL OPINION OF PROBABLE COST $ 4,887,255 $ 10,716,915 * Unit pricing reflects conservative budgetary pricing and includes 15% contingency. Once an alternative is chosen, additional data collection will allow for refinement of the cost estimate 98 B L D CULIII t HERITAGE CONSULTING CONSULTING LLC. STEVEN J. BL'N D O, MA 3939 SAND HILL RD„ KETTLE RE'VEP., MI 55757 218-273-0074 a STEVE NO B LOINDOCO N SU LTI N COM %WNW,• OLOINCIOCO ISIS ICJ L T I NCI G. C O M RE: Cost Estimates for Shakopee Forcemain Project November 25, 2025 Two tables of cost estimates follow. The first is based on best guesses for pre -construction archaeological testing needed to comply with state law. Ranges are given as the final plans have not been determined. Upon final design, these estimates should be revisited and through project consultation and agency coordination, revisions would be expected. Shakopee Forcemain Archaeological Testing Cost Estimates Alternates Archaeological Testing (range) Alternate A $12,250 to $16,050 Alternate B $18,000 to $23,450 Alternate B (western half) to Alternate B2 $ 13,500 to $17,750 Alternate C $17,000 to $22,000 Alternate C2 (additional to other alternates) $7,500 to $9,500 Assumptions as follows: based SHPO/OSA Phase I Archaeological Guidelines including testing methodology of 15 meter intervals where appropriate; subject to change based on MIAC, THPO, SMSC, and State Agency input through review process; assumptions of fewer than two new or updated site forms; no more than 25 artifacts recovered; no human remains encountered; and no deep testing required The second table, below, include monitoring estimates based on best guesses for speed of installation at 50 to 100 feet per day. Per Day Monitoring cost includes onsite monitor, expenses, and mapping, artifacts/site forms, and report writing. Any Alternate will require completion of the Monitoring Plan/Inadvertent Discovery Plan. Shakopee Forcemain Archaeological Monitoring Cost Estimates Alternate A Monitoring Plan/Inadvertent Discovery Plan $2,000 Monitoring/Day $1,500* Total Monitoring Cost Based on 84 Days $ 126,000 Based on excavation and installation at 100 feet/day Based on 168 days $252,000 Based on excavation and installation at 50 feet/day 99 Alternate B Monitoring Plan/Inadvertent Discovery Plan $2,000 Monitoring/Day $1,500* Total Monitoring Cost Based on 82 Days $123,000 Based on excavation and installation at 100 feet/day Based on 164 days $246,000 Based on excavation and installation at 50 feet/day Alternate B (western half) to Alternate B2 Monitoring Plan/Inadvertent Discovery Plan $2,000 Monitoring/Day $1,500* Total Monitoring Cost Based on 61 Days $91,500 Based on excavation and installation at 100 feet/day Based on 122 days $183,000 Based on excavation and installation at 50 feet/day Alt B (western half) — 100 ft/day — 41 days; 50 ft/day — 82 days to Alt B2 — 100 ft/day — 20 days; 50 ft/day — 40 days Alternate C Monitoring Plan/Inadvertent Discovery Plan $2,000 Monitoring/Day $1,500* Total Monitoring Cost Based on 64 Days $96,000 Based on excavation and installation at 100 feet/day Based on 128 days $192,000 Based on excavation and installation at 50 feet/day Alternate C2 (additional to other alternates) Monitoring Plan/Inadvertent Discovery Plan $2,000 Monitoring/Day $1,500* Total Monitoring Cost Based on 28 Days $42,000 Based on excavation and installation at 100 feet/day Based on 56 days $84,000 Based on excavation and installation at 50 feet/day *Hourly rate includes single onsite archaeological monitor ($ 125/hour); reporting; expenses; etc. **Assumptions as follows: based on requirements under MN Statute 307.08 and outcomes of MIAC/THPO/SMSC Consultation; costs based on assumption of 10 hours/day/5 days/week; no human remains encountered; not responsible for downtime resulting from machinery failure or unanticipated cultural resources I hope these make sense. Please let me know if there is anything else we can assist with. Thanks -steven Steven J. Blondo, MA Owner/Principal Investigator Blondo Consulting, LLC 100 1 TKDA Appendix C Risk Register 101 Shakopee L16 Dual Forcemain Options Risk Register *Summary of identified risks to evaluate feasibility of methods for placement of dual forcemain for the Shakopee Lift Station L16. 11/26/2025 OPTION RISK IMPACTS LIKELYHOOD RISK MITIGATION RISK RESPONSE No Action Existing Pipe Failure • Immediate mobilization to restore service • Sanitary sewer backups / service disruption / Public Health Concerns • Environmental Impacts • Cultural resources impacts • High emergency response costs • Delayed response time in scenario of winter failure Long Term • Preventive Maintenance / Replacement of components or pipe • CIPP lining of existing mill pond crossing Unlikely In Short Term, Somewhat Likely Emergency Repair / Temporary la Conveyance / Clean Up Flows Below Desired Velocity . Slower Lift Station Cycle Times Somewhat Likely • Slip -Line Existing Pipe with Smaller Diamete Pipe Slip -Line Existing Pipe with Smaller Diameter Pipe Dual Forcemain along Parallel Alignment Inadvertent Discovery of Cultural Resources • Slower construction progress • Project shutdown≤ • Increased Costs Likely • On site archeologist during construction • Directional Drillinc • Prepare Cultural Resources Monitoring PIa! • Prepare Inadvertent Discovery Plai • Coordination with Tribe: • Complete Cultural Resources Surve, Response Outlined in Inadvertent Discovery Plan Bedrock Impacts • Slower construction progress • Higher Costs Certain • Geotechnical Investigation to refine route Rock Excavation Work Causes Existing Forcemain Break • Immediate mobilization to restore service • Sanitary sewer backups / service disruption • Cultural resources impacts • Environmental Impacts Possible • Potholing existing forcemain along route Emergency Repair / Temporary Conveyance • Maintain 10 feet or more separation Impact to Natural Area at a Crossing Bridge g • Erosion to Mill Pond • Cultural resources impacts Possible • Trench Shoring to reduce impact area • Directional Drilling Cleanup Utility Impacts ' Relocation of some public or private utilities • Higher Costs Possible • Advanced Relocation of Utilities • Route Refinement Utility Relocation Dual Forcemain South of CR 101 Inadvertent Discovery of Cultural Resources • Slower construction progress • Project shutdowns • Increased Costs Somewhat Likely • On site archeologist during construction • Directional Drilling • Prepare Cultural Resources Monitoring Plan • Prepare Inadvertent Discovery Plan • Coordination with Tribes • Complete Cultural Resources Surve, Response Outlined in Inadvertent Discovery Plan Bedrock Impacts • Slower construction progress • Higher Costs Certain II • Geotechnical Investigation to refine route Rock Excavation Railroad or County Delay of Deny Permit • Route adjustments Possible • Meet with Railroad and Scott County in Advance of Work Route Refinement Impact to Natural Area at Bridge Crossing • Erosion to Mill Pond Possible • Trench Shoring / Silt Fence / Silt Curtain • Directional Drilling Cleanup Dual Forcemain South of CR 101 then South on Shenandoah Dr, connecting a 4th Ave Inadvertent Discovery of Cultural Resources • Slower construction progress • Project shutdowns • Increased Costs Somewhat Likely • On site archeologist during construction • Directional Drilling • Prepare Cultural Resources Monitoring Plan • Prepare Inadvertent Discovery Plan • Coordination with Tribes • Complete Cultural Resources Surve Response Outlined in Inadvertent Discovery Plan Bedrock Impacts ' Slower construction progress • Higher Costs Certain but less than B ill • Geotechnical Investigation to refine route Rock Excavation Railroad or County Delay of Deny Permit • Route adjustments Possible • Meet with Railroad and Scott County in Advance of Work Route Refinement Impact to Natural Area at Bridge Crossing • Erosion to Mill Pond Possible • Trench Shoring / Silt Fence / Silt Curtain • Directional Drilling Cleanup Dual Forcemain Following Marschal Road and 4th Street Inadvertent Discovery of Cultural Resources • Slower construction progress • Project shutdowns • Increased Costs Possible • On site archeologist during construction • Directional Drilling • Prepare Cultural Resources Monitoring Plan • Prepare Inadvertent Discovery Plan • Coordination with Tribes • Complete Cultural Resources Survey Response Outlined in Inadvertent Discovery Plan Bedrock Impacts • Slower construction progress • Higher Costs Likely • Geotechnical Investigation to refine route Rock Excavation Utility Impacts • Relocation of some public or private utilities • Higher Costs • Advanced Relocation of Utilities • Route Refinement Utility Relocation Dual Forcemain Following Marschal Road and 4th Street Inadvertent Discovery of Cultural Resources • Slower construction progress • Project shutdowns • Increased Costs Possible • On site archeologist during construction • Directional Drilling • Prepare Cultural Resources Monitoring Plan • Prepare Inadvertent Discovery Plan • Coordination with Tribes • Complete Cultural Resources Survey Response Outlined in Inadvertent Discovery Plan Bedrock Impacts • Slower construction progress • Higher Costs • Geotechnical Investigation to refine route Rock Excavation Utility Impacts • Relocation of some public or private utilities • Higher Costs • Advanced Relocation of Utilities • Route Refinement Utility Relocation 102 1 TKDA Appendix D Option Screening Table 103 1/2/2026 Shakopee L16 Dual Forcemain Options Screening Summary of advantages / disadvantages for options of placement of dual forcemain for the Shakopee Lift Station L16. ALTERNATIVE DESCRIPTION COST (Millions) ADVANTAGES DISADVANTAGES RECOMMENDED FOR FURTHER ANALYSIS? A Parallel to existing line, offset toward highway $52 ' Convenience of being adjacent to existing Force Main Risk of being constructed next to active system Y Less Utility Impacts Under existing trail Complicated Construction at Mill Pond Bedrock Impacts Cultural Resource Concerns A - TUNNELLED Parallel to existing line, offset toward highway 9 y $15.5 Convenience of being adjacent to existing Force Main Risk of being constructed next to active system N Less Utility Impacts Under existing trail Complicated Construction at Mill Pond Bedrock Impacts Cultural Resource Concerns B Following Highway 101 alignment on the south side $3 5 Easier restoration Complicated Construction at Mill Pond Y Less Utility Impacts Right of Way Bedrock Impacts Cultural Resource Concerns B2 Following Highway 101 alignment on the south side to Shenandoah $3'1 Easier restoration Complicated Construction at Mill Pond Y Less Utility Impacts Right of Way Bedrock Impacts Cultural Resource Concerns B - TUNNELLED Following Highway 101 alignment on the south side $15.4 Easier Restoration Complicated Construction at Mill Pond N Less Utility Impacts Right of Way Bedrock Impacts Cultural Resource Concerns C Marschall Road and 4th Ave $5.3 Avoids deep crossing of Mill Pond Major Utility Relocation Y Less Likely for Cultural Resource Impacts Trail and roadway impacts Less bedrock impacts Could be timed with Planned Trail Work C2 City utility easement and 4th Ave $4.9 Avoids deep crossing of Mill Pond Major Utility Relocation Y Less Likely for Cultural Resource Impacts Trail and roadway impacts Less bedrock impacts Could be timed with Planned Trail Work C - TUNNELLED Marschall Road and 4th Ave $13.3 Avoids deep crossing of Mill Pond Some Utility Relocation N Less Likely for Cultural Resource Impacts Trail and roadway impacts Less bedrock impacts Could be timed with Planned Trail Work 104 Shakopee L16 Dual Forcemain Options Scoring Scoring criteria for options of placement of dual forcemain for the Shakopee Lift Station L16. 11/26/2025 ALTERNATIVE COST* CULTURAL RESOURCE IMPACT EXISTING FORCEMAIN IMPACT BEDROCK UTILITIES MILL POND CROSSING RAILROAD PERMITTING RIGHT OF WAY BUSINESS DISRUPTION TOTAL SCORE A 6 1 1 1 3 1 3 1 3 20 A- TUNNELLED 4 2 1 1 4 1 3 1 4 21 B 11 3 3 2 5 3 3 1 5 36 B2 12 4 4 2 4 3 3 1 4 37 B -TUNNELLED 6 4 3 2 6 3 3 1 6 34 C 7 5 6 3 1 6 3 3 1 35 C2 8 5 6 3 2 6 3 1 2 36 C- TUNNELLED 2 6 6 3 2 6 3 3 2 33 *Cost scoring criteria doubled Scoring on 1-6 scale for the 6 options, highest score is most preferrable. ALTERNATIVE TOTAL SCORE A 20 A - TUNNELLED 21 B 36 B2 37 B -TUNNELLED 34 C 35 C2 36 C - TUNNELLED 33 105 RESOLUTION R2026-028 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA RECEIVING A FEASIBILITY REPORT AND FOR THE L16 DUAL FORCEMAIN IMPROVEMENTS, SEWER -29-002 WHEREAS, a report has been prepared by the City Engineer, with reference to the L16 Dual Forcemain Improvements, SEWER -29-002, and this report was received by the Council on March 3rd, 2026. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA AS FOLLOWS: 1. The Feasibility Report for the L16 Dual Forcemain Improvements, SEWER -29-002, is approved. 2. The City Engineer is hereby designated to proceed with this improvement and shall prepare plans and specifications for making such improvements. 3. The City Council shall let the contract for all or part of the improvements no later than five years from the date of adoption of this resolution. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 3rd day of March 2026. Mayor of the City of Shakopee ATTEST: City Clerk Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 106 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.f March 3, 2026 Authorize Final Acceptance and Payment for the Valley Crest Trail Project Alex Enyi, Project Coordinator Alex Jordan, City Engineer Action to be considered: Adopt Resolution R2026-032, accepting work on the Valley Crest Trail Project, PR -24-004, and authorize final payment of $1,250.16 to S.M. Hentges and Sons, Inc. Motion Type: Simple Majority Background: On August 7, 2024, the City Council adopted Resolution R2024-017 accepting bids and awarding the contract for the Valley Crest Trail Project (CIF -24-004) to S.M. Hentges and Sons, Inc. All of the improvements have been constructed in accordance with the contract documents. Attached is the Certificate of Completion showing the original contract amount of $147,962.50 with actual final costs of $125,016.00. All required project documentation has been received and is compliant. The project will be closed out upon issuance of final payment to S.M. Hentges and Sons, Inc. in the amount of $1,250.16. Recommendation: Adopt Resolution R2026-032. Budget Impact: The total final project amount is $125,016.00. The project is funded out of the Park Development Fund. The following table provides a summary of the costs and funding comparing the estimated amount based on bid award versus the final actual amounts. 107 Estimate Based on Bid Award Final Project Costs COSTS Construction Costs $ 147,962.50 $ 125,016.00 Contingency $ 14,800 $ 0.00 Subtotal $ 163,762.50 $ 125,016.00 E ng/Ad m i n/Lega I $ 25,000.00 $ 40,838.00 Total Estimated Project Cost $ 188,762.50 $ 165,854.00 FUNDING Park Development $ 188,762.50 $ 165,854.00 Total Funding $ 188,762.50 $ 165,854.00 Attachments: CERTIFICATE OF COMPLETION - Valley Crest Trail.pdf Resolution_R2026-032.docx uti o n_R2026-032. d ocx 108 CERTIFICATE OF COMPLETION CONTRACT NO(S): PR -24-004 DATE: February 6, 2026 PROJECT DESCRIPTION: Valley Crest Trail CONTRACTOR: S.M. Hentges and Sons Inc. 650 Quaker Avenue Jordan, MN 55352 ORIGINAL CONTRACT AMOUNT ............. .. $ 147,962.50 QUANTITY CHANGE AMOUNT ... $ -0- CHANGE ORDER NO. 1 THRU NO. 2 AMOUNT $ 5,907.50 FINAL CONTRACT AMOUNT $ 153,870.00 LESS PREVIOUS PAYMENTS $ 123,765.84 FINAL PAYMENT $ 1,250.16 I, hereby certify that the above described work was inspected under my direct supervision and that, to the best of my belief and knowledge, I find that the same has been fully completed in all respects according to the contract, together with any modifications approved by City Council. I, therefore, recommend above specified final payment be made to the above named Contractor. Micah Heckman 109 RESOLUTION R2026-032 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA ACCEPTING WORK ON THE VALLEY CREST TRAIL PROJECT WHEREAS, pursuant to a written contract signed with the City of Shakopee on August 7, 2024, S.M. Hentges and Sons, Inc., has satisfactorily completed the Valley Crest Trail Project in accordance with such contract. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA AS FOLLOWS: The work completed under said contract is hereby accepted and approved. BE IT FURTHER RESOLVED AS FOLLOWS: The City Clerk and Mayor are hereby directed to issue a proper order for the final payment on such contract in the amount of $1,250.16, taking the contractor's receipt in full. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 3rd day of March 2026. Matt Lehman, Mayor of the City of Shakopee ATTEST: Richard Parsons, City Clerk Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 110 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.g March 3, 2026 Accept Donation from Shakopee Youth Baseball Association, Resolution R2026-033. Sherry Dvorak, Recreation Programs Manager Kelsi McNutt Action to be considered: Accept Donation from Shakopee Youth Baseball Association, Resolution R2026-033. Motion Type: Two -Thirds Vote Background: Shakopee Youth Baseball (SYBA) has historically taken an active approach in making improvements or assisting in the maintenance of ballfields that are used for their levels of play. The windscreen on the baseball field at Green Meadows Park has reached its life -span and needs to be replaced prior to the 2026 playing season. The cost of the new windscreen is $3176.72. The City and SYBA will be splitting the cost of the windscreen and will be invoiced $1588.36 separately. The City will install the new windscreen as weather allows. The City of Shakopee appreciates the generosity of SYBA. Recommendation: Accept Donation from Shakopee Youth Baseball Association, Resolution R2026-033. Budget Impact: The donation will help fund the new windscreen and the Parks Division will install the new windscreen as part of normal spring time operations. Attachments: 2026-033 Resolution Accepting Windscreen from SYBA 03032026.pdf 111 RESOLUTION NO. 2026-033 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA ACCEPTING A DONATION FROM SHAKOPEE YOUTH BASEBALL ASSOCIATION. WHEREAS, on November 6, 2002, the City Council adopted Resolution No. 5794, which established procedure relating to the receipt of gifts and donations by the City; and WHEREAS, Resolution No. 5794 specifies that donations of real property shall be accepted by resolution of the City Council, and shall require a two-thirds majority of the Council for acceptance; and WHEREAS, SHAKOPEE YOUTH BASEBALL ASSOCIATION has generously assisted in the purchase of a windscreen; and WHEREAS, such a donation will help improve park facilities and enhance the overall quality of like in Shakopee. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, that the donation of the windscreen is gratefully accepted; and FURTHER, the windscreen shall be placed in Green Meadows Park, which is consistent with the wishes of the donor. FURTHER, the City staff is directed to send a letter to the donor, acknowledging receipt of the gift and expressing the appreciation of the City Council. Adopted in regular session of the City Council of the City of Shakopee, Minnesota held this 3rd Day of March 2026. Mayor of the City of Shakopee ATTEST: City Clerk Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 112 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.h March 3, 2026 Approve the renewal of Consumption & Display Permits for 2026. Heidi Emerson, Deputy City Clerk Action to be considered: Approve the renewal of Consumption & Display permits for: • Dilemma Brewing Co. dba Shakopee Brew Hall, 124 First Avenue East • DropShot Pickleball LLC., 1100 Shakopee Town Square • American Group of Hotels dba Baymont by Wyndham Shakopee, 1244 Canterbury Road South Motion Type: Simple Majority Background: Staff has received Consumption and Display Permit renewal applications from the following businesses for 2026: • Dilemma Brewing Co. dba Shakopee Brew Hall, 124 First Avenue East • DropShot Pickleball LLC., 1100 Shakopee Town Square • American Group of Hotels dba Baymont by Wyndham Shakopee, 1244 Canterbury Road South The permit allows these businesses to host weddings and other events, and allows customers to bring their own liquor on to the premises for the events. Recommendation: Approve the above requested motion. Budget Impact: N/A Attachments: 113 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.i March 3, 2026 Approve a Temporary liquor license for Dilemma Brewing Co. dba Shakopee Brew Hall. Heidi Emerson, Deputy City Clerk Action to be considered: Approve a temporary liquor license for Dilemma Brewing Co. dba Shakopee Brew Hall, located at 124 First Avenue East, for the Bock Party event taking place on March 21, 2026. Motion Type: Simple Majority Background: Dilemma Brewing Co. dba Shakopee Brew Hall has submitted an application for a temporary liquor license for the Bock Party event being held on March 21, 2026. The event will be held on 1st Avenue between Lewis Street and Holmes Street from 12:00pm - 6:00pm. The application is in order and the fees have been paid. Recommendation: Approve the above requested motion. Budget Impact: N/A Attachments: 114 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.j March 3, 2026 Approve a Special Event Permit for the Shakopee Chamber and Visitors Bureau, and suspend city code 114.11 to allow consumption on city streets, for the Shakopee Brew Hall Bock Party Event. Heidi Emerson, Deputy City Clerk Action to be considered: Approve a Special Event Permit for the Shakopee Chamber and Visitors Bureau, and suspend city code 114.11 to allow consumption on city streets, for the Shakopee Brew Hall Bock Party Event being held on March 21, 2026. Motion Type: Simple Majority Background: The Shakopee Chamber of Commerce has submitted a special event application for the Shakopee Brew Hall Bock Party event being held on March 21, 2026 from 12:00 p.m. until 6:00 p.m. They are requesting to close First Avenue between Holmes Street and Lewis Street from 11:00 a.m. until 7:00 p.m.. The road will reopen at 7:00 p.m. They are requesting six garbage cans and four recycling cans to be placed in the event area, and road closure barricades to be placed according to the attached map. They are also requesting approval for four food trucks. The Bock party is a fun spring celebration of beer and community. The event will include beer poking, food trucks, a vendor marketplace and games. A map of the event area, as well as a map of the street closure barricade placement, is attached for your review. Recommendation: Approve the above requested motion. Budget Impact: Staff time will be needed to drop off and pick up barricades and garbage cans, post street closure signs and clear the street. Most of this can be accomplished during normal working hours. 115 Attachments: Map of the Event Area Street Closure Map 116 CO New metal safety barriers 6 —garbage cans 3 —Wood barricades in front of Shakopee Brewhall 36 —Pivot barriers 4 —recycling cans 6 -7 —NON pivot barriers 4 —Road Closed ahead signs Chamber and PD/Fire should have a bar to unlock the safety barriers if needed for an emergency SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.k March 3, 2026 Accept a Proposal from Alliant Engineering for the SS4A Safety Action Plan Development Alex Jordan, City Engineer Action to be considered: Accept a proposal and authorize staff to enter into an agreement with Alliant Engineering for development of an SS4A Safety Action Plan. Motion Type: Simple Majority Background: The Bipartisan Infrastructure Law (BIL) established the Safe Streets and Roads for All (SS4A) discretionary grant program. The SS4A program funds regional, local, and Tribal initiatives through grants to prevent roadway deaths and serious injuries. The City applied for $320,000 in federal grant funding to prepare a Comprehensive Safety Action Plan aimed at reducing and eliminating serious -injury and fata crashes affecting all roadway users. The goal of preparing this plan is to be proactive in reviewing the City's transportation system to identify roadway safety issues and preparing strategies aimed at improving safety that could be implemented in future projects. In addition to completing the Safety Action Plan, the City requested funding as part of the grant application to complete two supplemental planning activities. Those activities included 1) conducting a corridor safety study along 10th Avenue between Harrison Street and CH17; and 2) preparing a policy to assist the city in establishing the proper traffic control at low -volume and low -speed intersections. The City was successful in obtaining the requested grant funding and at its September 17, 2024 meeting, the City Council adopted Resolution R2024-126 accepting the US Department of Transportation (US DoT) Safe Streets and Roads for All (SS4A) grant award. After over a year of delays from the Federal Government, the Grant Agreement was approved and executed by the Federal Highway Administration on December 5, 2025. The City followed federal procurement requirements utilizing a Qualifications -based selection process, consistent with Code of Federal Regulations (CFR) Title 23 Chapter Subchapter B Part 172. The City received five proposals from qualified consultants and 119 the City's selection team ranked the proposals based on consultant's past experience, project understanding, schedule, fee estimate and staff qualifications. Alliant Engineering's proposal scored the highest and the selection team recommended accepting their proposal, which identifies the scope of services and estimated cost to complete the Safety Action Plan and Supplemental Planning Activities. Recommendation: Accept the Proposal Budget Impact: Alliant's proposal to complete the SS4A Safety Action Plan is based on a not to exceed amount of $399,952. This work will be 100% funded by the SS4A Grant ($320,000) and MnDOT IIJA Discretionary Matching Funds ($80,000). Attachments: Alliant Signed - 260303_SS4A Professional Services Agreement 2026-02-26.pdf 120 PROFESSIONAL SERVICES AGREEMENT This Agreement is made and entered into on the 3rd day of March, 2026, between the CITY OF SHAKOPEE, 485 Gorman Street, Shakopee, MN 55379 ("City") and ALLIANT ENGINEERING, INC. ("Consultant"). Preliminary Statement The purpose of this Agreement is to set forth terms and conditions for the provision of professional services by the Consultant for the City for the following described Project: Safe Streets and Roads for All (SS4A) Safety Action Plan and Supplemental Planning Activities The City and Consultant agree as follows: 1. Consultant's Services. The Consultant agrees to provide professional services as described in Exhibit A, Scope of Work and any addenda thereto. The Consultant shall serve as the City's professional consultant in the specified work and shall provide consultation and advice to the City during the performance of its services. The Consultant agrees to use the City's standard specifications in any bidding documents prepared under this Agreement. The requirements of this section may be waived by the City if the City Engineer determines that they are not necessary for the successful completion of the project. A Consultant requesting a requirement to be waived must have written authorization from the City Engineer and must be incorporated into this agreement. 2. Time for Performance of Services. The Consultant will endeavor to perform the services outlined in the work program within the prescribed days from the date of the contract award. Any changes in this schedule must be approved in writing by the City. 3. Term. The term of this Agreement will be from March 3, 2026, through December 31, 2027, the date of signature by the parties notwithstanding. This Agreement may be extended upon the written mutual consent of the parties for such additional period as they deem appropriate, and upon the terms and conditions as herein stated. 4. Compensation for Services. City agrees to pay the Consultant for services as described in Exhibit A, attached and made a part of this Agreement, which may be amended from time to time by mutual agreement by City and Consultant. The Consultant's hourly rates must be based on the hourly rates approved by the City. SS4A Safety Action Plan and Supplemental Planning Activities Page 1 Professional Services Agreement 121 The Agreement amount shall include all services to be rendered by the Consultant as part of this Agreement (including all travel, living and overhead expenses incurred by the Consultant in connection with performing the services herein) except for special services authorized in writing by the City. The amount stipulated shall be considered a "Not to Exceed" cost to the City. The Consultant must keep track of the costs billable under this contract at all times; any work in excess of the negotiated amount shall not be eligible for payment unless preapproved. The Consultant must notify the City if the Consultant anticipates that the negotiated amount might be exceeded, in order to determine whether or not the City is prepared to increase the compensation. This notification and approval must occur in advance of the work occurring to be considered for compensation. 5. Payment of Fees. The Consultant must submit itemized bills for services provided to the City on a monthly basis. The monthly billing must summarize the progress of the project as certified by the Consultant. For work reimbursed on an hourly basis, the Consultant must indicate for each employee, his or her classification, the number of hours worked, rate of pay for each employee, a computation of amounts due for each employee, the total amount due, the original contracted amount, the current requested amount, and the total amount. Consultant must verify all statements submitted for payment in compliance with Minnesota Statutes Sections 471.38 and 471.931. For reimbursable expenses, the Consultant must provide such documentation as reasonably required by the City. Consultant bills submitted will be paid in the same manner as other claims made to the City. The Consultant invoices must comply with the requirements in the City's Grant Agreement under Fiscal Year 2024 Safe Streets and Roads for All Grant Program, including detailed breakout of all costs incurred, including direct labor, indirect costs, other direct costs, travel, etc. 6. Audit Disclosure. The Consultant must allow the City or its duly authorized agents reasonable access to such of the Consultant's books and records as are pertinent to all services provided under this Agreement. Any reports, information, data, etc. given to, or prepared or assembled by the Consultant under this Agreement which the City requests to be kept confidential must not be made available to any individual or organization without the City's prior written approval. All finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs, and reports prepared by the Consultant will become the property of the City upon termination of this Agreement, but Consultant may retain copies of such documents as records of the services provided and may reuse standard portions of such documents in the normal course of its business. The Consultant must follow the Audit requirements as stipulated in the General SS4A Safety Action Plan and Supplemental Planning Activities Page 2 Professional Services Agreement 122 Terms and Conditions under the Fiscal Year 2024 Safe Streets and Roads for all ("SS4A") Grant Program, dated November 4, 2025. 7. Termination. Termination for Cause. This Agreement may be terminated by City by seven day's written notice to Consultant delivered to the address written above. Upon termination under this provision, the Consultant will be paid for services rendered and reimbursable expenses until the effective date of termination. If, through any cause (except those reasonably beyond Consultant's control), the Consultant shall fail to fulfill in timely and proper manner its obligations under this Contract, or if the Consultant shall violate any of the covenants, agreements, or stipulation of this Contract, the City shall thereupon have the right to terminate this Contract by giving written notice to the Consultant of such termination and specifying the effective date thereof, at least five (5) days before the effective date of termination. In that event the Consultant shall have sixty (60) days to furnish all finished or unfinished documents, computer programs, data, studies, surveys, drawings, maps, models, photographs, and reports or other material prepared by the Consultant under this Contract, which shall, at the option of the City, become its property, and the Consultant shall be entitled to receive just, equitable compensation for any satisfactory work completed on such documents and other materials prior to the effective date of termination. Notwithstanding the above, the Consultant shall not be relieved of liability to the City for damages sustained by the City by virtue of any breach of the Contract by the Consultant, and the City may withhold any payments to the Consultant for the purpose of setoff until such time as the exact amount of damages due the City from the Consultant is determined. In the event this Contract is terminated for cause, then the City may take over and complete the work, by contract or otherwise, and the Consultant and its sureties shall be liable to the City for any costs over the amount of this contract thereby occasioned by the City. In any such case the City may take possession of, and utilize in completing the work, such materials, appliances and structures as may be on the work site and are necessary for completion of the work. The foregoing provisions are in addition to, and not in limitation of, any other rights which the City may have. Termination Not For Cause. The City may terminate this Contract at any time, with or without cause, by giving written notice to the Consultant of such termination and specifying the effective date thereof, at least fifteen (15) days before the effective date of such termination. In that event, the Consultant shall have sixty (60) days to furnish all finished or unfinished documents, computer programs, data, studies, surveys, drawings, maps, models, photographs, and reports or other material prepared by the Consultant under this Contract, which shall, at the option of the SS4A Safety Action Plan and Supplemental Planning Activities Page 3 Professional Services Agreement 123 City, become its property. If the Contract is terminated by the City as provided in this paragraph, the Consultant will be paid an amount which bears the same ratio to the total compensation as the services actually performed bear to the total services of the Consultant covered by this Contract, less payments or compensation previously made. 8. Subcontractor. The Consultant must not enter into subcontracts for any of the services provided for in this Agreement without the express written consent of the City. 9. Independent Contractor. At all times and for all purposes hereunder, the Consultant is an independent contractor and not an employee of the City. No statement herein shall be construed so as to find the Consultant an employee of the City. 10. Assignment. Neither party will assign this Agreement, nor any interest arising herein, without the written consent of the other party. 11. Services not Provided for. No claim for services furnished by the Consultant not specifically provided for herein will be honored by the City. 12. Severability. The provisions of this Agreement are severable. If any portion hereof is, for any reason, held by a court of competent jurisdiction to be contrary to law, such decision will not affect the remaining provisions of the Agreement. 13. Entire Agreement. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement will be valid only when expressed in writing and duly signed by the parties unless otherwise provided herein. 14. Compliance with Laws and Regulations. In providing services hereunder, the Consultant must abide by all statutes, ordinances, rules and regulations pertaining to the provision of services to be provided. Any violation will constitute a material breach of this Agreement and entitle the City to immediately terminate this Agreement. 15. Equal Opportunity. During the performance of this contract, the Consultant must not discriminate against any employee or applicant for employment because of race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, disability, or age. The Consultant must post in places SS4A Safety Action Plan and Supplemental Planning Activities Page 4 Professional Services Agreement 124 available to employees and applicants for employment, notices setting forth the provisions of this non-discrimination clause and stating that all qualified applicants will receive consideration for employment. The Consultant must incorporate the foregoing requirements of this paragraph in all of its subcontracts for program work, and will require all of its subcontractors for such work to incorporate such requirements in all subcontracts for program work. 16. Waiver. Any waiver by either party of a breach of any provisions of this Agreement will not affect, in any respect, the validity of the remainder of this Agreement. 17. Liability and Indemnity. The Consultant must indemnify and hold harmless the City, its employees and agents, for all claims, damages, losses, and expenses, including, but not limited to, attorney's fees, which they may suffer or for which they may be held liable, as a result of, and to the extent of, the negligent or wrongful acts of the Consultant, his employees, or anyone else for whom he is legally responsible in the performance of this Agreement. The Consultant assumes full responsibility for relations with its subcontractors, and must hold the City harmless and must defend and indemnify the City, its employees and agents, for any claims, damages, losses, and expenses in any manner caused by such subcontractors, arising out of or connected with this contract. 18. Insurance. During the term of this Agreement, Consultant must procure and maintain during the life of this Contract, and provide the City with a certificate of insurance showing, the following coverage for each occurrence and in aggregate: A. Comprehensive General Liability Insurance, including Broad Form Property Damage, Completed Operations and Contractual Liability for limits not less than $1,500,000 each occurrence for damages of bodily injury or death to one or more persons and $1,500,000 each occurrence for damage to or destruction of property. B. Insurance coverage for Special Hazards, including but not limited to explosion hazard, collapse hazard, underground property damage hazard, (commonly known as XCU). C. Comprehensive Automobile Liability Insurance, in an amount not less than $1,500,000 for each occurrence. Coverage shall include all owned autos, non -owned autos, and hired autos. D. Errors and Omissions Insurance against errors and omissions resulting from the performance of Consultant's work under this Agreement. Said SS4A Safety Action Plan and Supplemental Planning Activities Page 5 Professional Services Agreement 125 coverage shall be in an amount not less than $2,000,000 per claim, $2,000,000 annual aggregate. E. Workmen's Compensation insurance for all its employees as required by the Minnesota Worker's Compensation Act. F. The City of Shakopee must be named as "ADDITIONALLY INSURED" on the insurance described in paragraphs A, B, and C, and must receive 30 day written notice in the event of cancellation of any of the specified insurance. If the deductible provisions of the Consultant's coverage or any subcontractor's coverage is questioned by the City, the Consultant shall provide the City, upon request, "Proof of Assets". This policy must provide, as between the City and the Consultant, that the Consultant's coverage shall be the primary coverage in the event of a loss. If the Consultant is providing either architectural or engineering services, the Consultant must also maintain during the term of this Agreement a professional liability insurance policy with the same limits as for general liability. A certificate of insurance on the City's approved form which verifies the existence of these insurance coverages must be provided to the City before work under this Agreement is begun. 19. Governing Law. This Agreement will be controlled by the laws of the State of Minnesota. 20. Whole Agreement. This Agreement embodies the entire agreement between the parties including all prior understanding and agreements, and may not be modified except in writing signed by all parties. The entire agreement includes the following documents: ® City of Shakopee Request for Proposals, dated January 9, 2026 ® Addendum No. 1 to the Request for Proposals, dated January 20, 2026 ® Alliant Engineering, Inc. Proposal, dated February 11, 2026 ® SS4A FY24 General Terms and Conditions ® SS4A FY24 Grant Agreement between the USDOT and City of Shakopee Executed as of the day and year first written above. CITY OF SHAKOPEE ALLIANT ENGINEERING, INC. By: By: William H. Reynolds, City Administrator Date: Its: 146 Date: 2- 2 S' /2_024c, SS4A Safety Action Plan and Supplemental Planning Activities Page 6 Professional Services Agreement EXHIBIT A SAFE STREETS AND ROADS FOR ALL SAFETY ACTION PLAN AND SUPPLEMENTAL PLANNING ACTIVITIES ALLIANT ENGINEERING PROPOSAL, DATED FEBRUARY 11, 2026 SS4A Safety Action Plan and Supplemental Planning Activities Page 7 Professional Services Agreement 127 13 *0 W = Q a ~ ‘ z > ‹ i_ ti) is.yO _I a a Ili y o z 0 cm � �Z y+w a fi to)O 40 gt W a ll- N W VIM W J c/i SAP 166-589-001 PREPARED FOR: Pliiill SHAKOPEE PREPARED BY: z J J February 11, 2026 Proposal for City of Shakopee Safe Streets and Roads for All Safety Action Plan and Supplemental Planning Activities February 11, 2026 Safe Streets and Roads for All (SS4A) Safety Action Plan and Supplemental Planning Activities W oc Dear Mr. Jordan and Members of the Evaluation Committee: Alex Jordan 'W L I cu a) -o cu 0 cu -o cu 0 V N a) a) 0 CI a) 0 CU 0 C) a 0 Ca ca V W c=a U co V Ca 0 0 CU F- vi 0' .= co Co a 0 0 c/) co co 0 Q cr) (/) v) 0 N Co 0 485 Gorman St. O L.) .0 a) cu- -o cu 0 O 0 to co co 0 co co E E .(7) a) a) L) E O a, Shakopee, MN 55379 .= -o 0 co -o (73 cu U, co U, V 07 U, U, O Co co Co O V cu -o co C) U, a) a) 0 E 0 0 u o = _ CU c) (1) _ > LS) Z E a) 0 o O a) 2 co = '— a) .vi E CI W L ca co co co 'ca v) co = L co Co N 0 _c to O +- co a) cu E CO CU CO c/i CU CO N N N O •� a) a to - V o L o_ a)co co V O cn v -o V 4- CO 0) CO co ca 4--• co -0 co a) 0 0 Q 0 0. a) a) -o a) O cu �--+ co 0 U, Ca C ) caTu 0 -o -o To -o cu co C) U, 0 CD E 0 0 a) co 4-7 to -o -o 0 U) 0. 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TASK 1: PROJECT MANAGEMENT s m E i= 0) co co a '0 ct 0 a+ co 0 LP= (i) 01 (13 CD 2 O '0 L a a) 'O Q a) 0 CD V) a) co .= E E co a) C�a .co E co -I-, v) cm a) a) v) CD v) 0, co a) 'oeL a) a) o) 0 o) co co a) v) a) 0 a) '0 0 a) a) 0) co co a) • v) a) .E O co a) co 0 0_ co 0 •co o v) co O a) E co a) C/') D a) a) .0 E co > •ca 0 CU (13 (J') N O NI Ca (.1) U- a) a) v) 0 U co E i- co a) a) I Streets and Roads for All (SS4A) Grant Program. 0 V = = a) ro _aa) . _ co 0_ � = = N O a) U To •— = u = }' = N '5 0 I- = = vi a) a) cu 0 �-0 CU _c I-- c c.n''a) 2 co �--- = 0ro a 0)a cn E '(n w - F .5 v = a) +�-+ a) a) CD 73E . o > C > T Q O En Q = v) -.--► = (1) 2 2 0 a '� - O_ = v co = Ca O 0 = v) a a = ro a a N75 N -0 Q 0_ co co 4 - CD CZ 0_ ca a) o O Q a) co co 0 v) v) a) 0) o_ v) a) 'o .— 0 F F (i) F F- a �V 0 _ >+ S•+ 0 2 M co 0 a) o_ 0 4- a '0 Q O a) co a) a) cu o v) v) o o_ a) U) a) V_ '0 U) CD i o a) O co a) a) La a '0 0 O 0) a) co E 0_ 0_ V co a) Ca v) co a) O 0 0_ a) o a) a) F a) co o) co a) Q a) CT a) a) o v) = (aa co v) Ito - C ca E = an CD = = co CU N •a) co 0 o _ co 'E O F ca O tc V co O 0, V a) v) (13 CU I- = 0 .a) a) > 0 0 _C F 0 co a) a) o v) co vi a) co a) .> 0 v) v) a) V•_ > E a) ca a) 4--' co _c 4- a3 O v) i = CD Q (/) v) N � a) F o co 0 a) F v) T co 0 v) a)-0 F a) (3) a) O) ≥ ca a) a-0 F .( TASK 1 DELIVERABLES v) To ' vi (n ca a) 6/5' a) (On i— a) o_ co a La a) 0 v 0 ._ ci- i • Weekly PM status meetings • Action Log (updated monthly) a) a) a) o LE (r) a) .= ro v) v) v) a) 0 Q co CU V_ '0 = . 0 • v) 0_ a) a) a) O Proposal for City of Shakopee Safe Streets and Roads for All Safety Action Plan and Supplemental Planning Activities L. d.) O •� 0 a O i O CU .� E ) Qlb O O O O a a 0 4... 0 (1) a o V) -ni� O 0 ,O LL ,� O0 a-C) O SU CD a a P AND GOAL SETT TASK 2. LEADERSH O V O O a'.... Ti Cl)L. -C,, i - o fa.- E a, 0 a L rg -r N O O co '13 _c ..--+ = -0 = O — Cl) 0 = O)o Q .4= ra Cl) O OL L j = Q = U > Cl)Co }' W > = �--, ' U 0 0) ca - O V '5 }' O �--' co > a) a) a) = O- _ 72 E N ci, > _ •� a--, •5 0 •=_ a -0 V v) }, = H 'co o_ O = i= E O v) a) E ala) v) = = CO -0 -0 0 = = co = U CFI a) co L to i J v) a) ca .5ca +r p CCD O O O ca -0 .E o 0 5 '= O Q co = Q V O O —o0 a) s a) a) 0 ti)U)7:3 N Cl) <C O O Cn _. •= O Cl)a) ca a) Oco r O Ea) O Q .2 v) _0 O 0 a) U co O .= a) cCa Q a) cO O O 0) ca a) ^Q W Q a) O 0) U a) '0 Q O7 0 0 a) a) 'o O vi O7 N E 0 ctc E F O a) a) a) 0 0 ro to N S O (1) (13 co i U) O i W N N activities and milestones: U co 0 a) O d) Q O v) Ca O a) a) a) v) O 0 (i) 0 F v) CU v) .� CU O 0_ a) a) (73 CD F 0, a) a) .> a) O v) — a) •L U •O Q a) U O 0_ U 0_ co 0 Z i .= O) co > 0 tca a) CD a) F 0_ Q O Q a) co T) a Q 0 N Q a) o_ '4c7) a) X 0 0 a) co a) co U) a) 0 N Q Draft plan, recommended projects, strategies, policies; performance measures OOOO a) O O a) Q a) O a) F v) a) v) O v) O a F 0 Q a) a) a TD a) CD v) O O O Q a) a) 0 F U .- 0 Ca co v) N a) = = O = = O H Leadership Commitment(Safety Goat CITY OF EDINA, MN RESOLUTION NO. 2025-53 = a) Ca U O O in O•= .O ca = = Ocm E 0 U = = U O O v) O = v O o F o -, o Q a)co Q o c } o a) >, O (1) = v) L_ § vi ca = v) a) U 0) co ' � v) co o i = 0) co Q N .E •L = N N -i--, a) •— ,_ O co -0 F a) a -o = a)co N ' O W v) v) co m 0) t LU a) 0)a) a) s 0) w U 0 •O < T co 0 = a) a) v? , o = }' = E- . F co E 0 o .y K :� 'E n o m U U , ,:' 2: 41 ,;) It o m o 0 N o ..5" M') g O E O ~ c' o o '3 how 1 cH M`,' 0 ::: w i y O T Edina Safe and Equitable Mobility Action PIa(SEMAI z 4 a TASK 4. SAFETY ANALYS TASK 2 DELIVERABLES v) CD a) 0. a) Q E V V S 0 lL a) • Leadership Commitment Language (draft and final) co U 0 0 Ca co Q v) 0 a) a) a) co 0) v) a) O co 0 ca 0_ coC cn co U O U O a) -o ro aJ co 0 co 0 a) a) co co U v) v) co 0 CD co CU ca 0 ro co 0) CU CU co CU a) 0 co CU U) 0 0 a) cu CD U 0 2 a) a) ca a) a) et a) 121 N cLa a) U) O N CU 0 a) U F v) 0 2 O co a 0) ca 2 a) co a) a) a) 0 CD .= v) co 0 Ca 0 cO U > .= ca co cO 0 0 CD a) co co co CD Ca a) v) CU CD O Q ca Q 0 U 0 0 o Q Q = •= -0 Q o 01 O = CIO = L �--� -o a) o) •— '- U Ocu Ca �= Q Q Q U = _cX O L = a--+ w c = O O a }, ' O Q v p •Q = v)W .o La Q v) E To Ce u v) • a) 0E 0 = Q = co E O rd ~ 0) _a F = O co M co a) Ca L = CU CO 0) > =a) a) U O +_' -a = > a) O 0 N L N }' OLCL) E N ca — Q }, F •zi V L +� = O -0 N v) co L U ca 45 >, Q -0 N O L O V _c 0) -,-- == CI 2 M 0 0) - .> O a) •- 0 ..=, N 0 Q 0 :5; = c a CU —C3 • co ._ CO are listed on Exhibit 1. Proposal for City of Shakopee Safe Streets and Roads for All Safety Action Plan and Supplemental Planning Activities DELIVERABLES V) co co co V Q CD O O > CD (I) C9 co 0 CD E 2 co a) cn co 0) 0 O > (13 co co O V) co U • co co co 0 CU a) O a Q.� CU Ca. a) E' v) E O Vi 0 CO ENGAGEMENT AND COLLABORAT is; I cu 0 Q O V O O` co E ca a O E 01 0) W •V a LI) CL CU 0 CU CD 0 4-1 CAD U O0 -+ 0 O1 (13 s 0 CL 0 CO v) V O Q a) a) CCD 0) co v) Q O 0_ a) W CL 0 0_ O a) co O) w V) 0 o - O7 O O O .� V Q CU O Q O U) Q co a) PHASE 1: DISCOVER -o -o N a) eL > co c,.. v) 0) v) .� •->' N = co L cD O = a) 4-1 a) L� CO a) Q _C O Q • (n aJ i a) N .� O � O O O a) L � }, V L =O cu a) E v) >, O 15 i -F0) '4E =>' 2 7:5 c co L L .� L > �a) CD O O, V = a) >, V) ,g 2 ci) = = O .= N V) — p ' ±C2 cn v)O - 7 co Z o oco (n 0 o V = a--' = O = - .v) N O .E a) (5 -0 4--' V) L 0 = a) CDCU > a) a) I CU 0 O) .7?) -C) La 1 2 -o° 2 N = cl = z `f) 'L O _ U a) co 0 = CD co -a . — V V co PHASE 2: DEVELOP 0) O V 0 .> co co v) V O Q a) .L CD V) V) a) F- cD O Q V 0 CD 0 0 V) a) O Q co v) N co 0 O V) cn CD N CU CU 0 CD Q > O co O N co V) v) O CD O •O 0 vi CU TD co CD 0 Q -o O co a) U) a=' 0_ co PHASE 3: DOCUMENT N O CD U 4--' a) 0 1- CD - O Q CO O 0 O a) co CD O O E 0 4-1 CL V) V) ^L W V 0 0_ CD Q CO 0) E V) O co a) Q a) V) a) V CD V 0_ v) E 0 CO a) V W 0 - CL) F- ai v) c O O a) N E 0 V COca--' 'i a) V) V) ... a) +O-' O' = a) >j c L .= _O Q Q a--' O a) O E E Z . (/) V) O N - .N V) V) V) O O v zvi co vi E > . = = V N V) CO O7 O N .- O v) coCD E ca 4, `=0 - CD = --= O = L § O V) = a) V CD V O 72 = v) N To V 0 O 4-1 coco ..--+ O co -CCO CD 3 -0 1_ -a V) O _ t+ — = 0) co = = O +L-+ a) •§ t/) O L u) .v)=— ,,,E 0 Q I- N " 0 (..) g C.) Cr •Oco O O -C32 N }, }' V) U Q a) V)tea') cD O o O o = i U CD U = = V L a) - . N CD 0 co V O 0 O .() (.)cD -- v V) = ICI: LUX Li) a .1.) a z-1 ----r • CD a) O 0) Q U) a) O U) LE to O Q a) U) 0 0 O CD CU cu 0_ cu v) E CD 0) CD a- 111 O a) o_ N O ca }' V �v) v) -3 V v) a) o E v) —O = E aco O U O a) E _C a) �= .V v) . V) = _c7) co U >'' a,E,L = co— = L Q V N VCD O co E , - — O 0) OV , Q O U a) L o CO � CO V) CU 0) Q O co co O O V) V 4�-' V) Q _> = V .= 0 >� CD V }, = L ( ) L 0 U = Q O_. F a) O O O Ca V = a) ci)= O }' a) E }+ ,— 0 , T O i U L -O = Vi O a--+ 773 _Clr° CU co a) (DE a) co o' Q }' a) _ co CD 4, 0) W CD = W CO >1 ' > = .O 0 U > C UV V) a--' ---' =.= t=5) '� L 0cri O = co a) cu - O .,-0 L O V OV > • a) p •N O p o= 4-+ Q C a--, L 4-,O � cD -0 V v L , a) .N a) N - O a a a °) �� = v) .cu co co o_ CO 4--► CU 4-1 a) .- v) a) O U) U) can co V co V O V Q O U) U) U) a) co O-' O V Q 4--' la CD O Q a) V) co cu (/) O a) a) a) U) a) a) v1 O CD v) cn U) tCO O N 7_ O CL) cD cu U) a) O U 0 U) a V co .a) O O 2 co .> 0) 0) O co O U .a) x Z O Q cUi) a V I a) CD O V co O CD cUi) Q a) co v) V 0) 4--' CU V cX) to Q cn V Q Co CU (n 0 CO 0 a=+ co co CU O O) E i ) CD U) CD V) 4-1 V) cD U) aaa)) Q CL Ico a) E E a) O_ V) V) V) CD V i O to CD CU 0 CU 0 0) Q N a) cu a) V) U) V N U) CU vi CO 0 ,CU CD v I V) 0_ v) CU 0 U) v) V) CO CU a) cu O CO a) Q Q a) a) 0 co CU CO Q U) CO 0 t/) co a) (n N Q a--' CU .> O ca O a=' CD E O 0 0 V) co a) Q a) E Q a) V a)) 0 U) 0 L.) CU Cr) M O Proposal for City of Shakopee Safe Streets and Roads for All Safety Action Plan and Supplemental Planning Activities CO 4--, CD CD O CU CD U a) a_ a) co co O a) N O_ O O 0- T CAD v) (1) O- O - 5 N W O M LS) • a) co co -o a_ co cu 0 (7 N O co 4--, CO Q a) a_ a) 0 CO O CU O O a a E 0 4--, co 4--, a) 0 CD C) CU o_ co a) v) 0 a) Q CD co .CD ra E E E cn W L!i >, E 0 N O 4--, Q 0 a) co N O Q Q 0 CD w V W N E v) ^V` W a) co 0 Q V1 Q .= CU O ci) v) CD 0 CU CO 0- • C) O cu Q 0 co O O a_ v) Q) Q a) cu v) . - V > F • .(0 co T C O = -O ^O a) a) a) O ▪ O • U > CL -O v) O co Q 0 CO La O O ca = (/) O N '> �--' N O � O 0 a_ O U 0 O O co co .O > co 0 Q i CO O v) O V O CD co co F 4--, a) F O V a) U cu co O Q a) > i vi a) a) cu y) co Q > •V d) 0 F O O a) CD V co F v) i O V O ce U- O CD O V a CU a cD N V) 4--► CU CU CD Q a) 0 a) a) co a) F O V O CD vi a) U O U a_ cu cu CD a, 0 a_ CD .v) co .= U F (Oi) a_ O Q CU .N CO 0 a a, U) 0 O Q 0 a N LS) • TASK 5 DELIVERABLES CD 0- 0 V) O a) CO 4) O V) V) U O Q .= CO CU O O i Ca • Public Events and Materials CL CU a) CD C) U • N CD O Ca CU - V U CD v) v) •— 0 O O O CO a) O a_ • Engagement Summary cu CD m co O J a) '0 • CD a) O_ co v) 0 co 0 • L O Q O N Q a) a) .= a a)) 0 ca co 2 F O LI, 0 • a) Q O .> a) O Q CU O a) Q co co a) 2 vi V O O a - DERATIONS Z O U I O W I O Q -o O O O O cu a) a_ a) U .= o_ a 0 .> a_ 0 C) co N a) s i 0 a) O LL W M M LSD • a) C) v) co CAD 0 ci) V O a_ N O a) (n i 4--, Co O a_ a- co cu N O (Li) a) CD N 0 co C) N co i a) ate-+ v) N a) .( C) O U O a- co a) a) (Li) O 0 N CD > 0 co O CD C) aa)) a) 0 Q O O7 CD v) -o a) v) Q 0 Q O a) v) co CO v) a) CD M M U) CD M U) a) a) CD C) a) To CD CD O 0 N .CD O CD O CO a) • 0 CD F F vi O O a- • r 00 CO O N .O 17 v) a) O Q vi F O O co W u) co F O 0 C) O v) a) 0 v) co N O v) CD .U) a 0 :'a CL CL a) i a) to vi a) U co 0 d) Q Q a) th a co N .co ca 2 M U) • V 4--, v) c▪ o co F a) O U V CD V 0 CU v) a) U CD O co C) O C) vi co N v) V CD O F O U O 0 co O 0 co -a ;4 = v) a a) a- Q v) O 0 CO a) v) Q O U O O O v) C) () Q a) co co C_D V O a) v) CU O N vi O CD Q O U a) vi Q vi co vi v) a) O F O a- co CD v) O ro v) > O Q U a- O C) O v) V a) •0 a- F O a) C) .N co O a) V CD 0 .cu Co Q Q a) vi O 0 Q co O •0 CD O O a) .> Q CD .= v) U a) Ll.L CD CU CD .(7) a) .(7) N O a) V1 O CD V Co cu z • • s a) 73 `l) kJ a o O 1• 1 O t,) h = 0 a � O a • i o szu Q a Q CD a) cu v) co O co a_ co u) 0 V O co CD C) a) .L O CD N Z2 X W (7) co Co a) t4 ca Q O CD a) N N to a) Tu Q O a) co O E E V a) N C 0 Lc; i .= C) O .= v) 0 CO O O O O_ CD co a) CD 0 CU CD a) c)-) co F F O a) L.) 0 CD O (I) O O co a) v) O CD Q Q CO O O U O CU O V. co cu O O Q O CD ca W O (13 a) F- v) co v) v) CD U CD F 0 F F O a) 0 .a) Q N O vi •O a- co LI) a) 0 v) F a O Ca v) ci) O co CD 0 CO N v) LI) V O a- O N ,O Q a) O U) co C) a) a) a) O O C co co C) a) •§ a) a) o a) COO a C U) L ^ - ` 0 O 4--' a) a) a) Q• U v1 a) O = cc CD V _v) O a) a) O Q F co U O u) O co v) co 0 O C) C) 0 O .= O CD F 0 .= v) a) co O O U .= a) CD a) co 0 a) CO U a) .O Q 0 C) Q C) CD a) a) vi U O Q O N .00D- TASK 6 DELIVERABLES V a) a_ a) O co a) O 0 a) • Vulnerable Population Analysis and Interactive Webmap Proposal for City of Shakopee Safe Streets and Roads for All Safety Action Plan and Supplemental Planning Activities Exhibit 7. Example Social Vulnerability Interactive Webmap CY AND PROCESS CHANGES TASK 7. POL m > U)() o v) U a CD CD a--' — < CD •� > a) V E to = U = a) o_ a) - > 0 >O •- C vi Q Q CD v) V , V • — M N p E MC) O m CL 0 0 = .. = Q O - 0 'T< U 0 Q v) N CO — �-+ CD 0 0 w •N UCI) Cl CI) !E o U 0 v) N >, > w . C Q o a) }' '- •— cn E U wE a‘.))'-'n -05= - }► O O >, v) L) . CD C51 = O CD= cu = O , .= CD (n cl = v) p L CU V = >, = Y)-- •= = `� co v) }, +-+ i >; . V �--' ate-+ QCL co N,_ O_ = v) a->'+ �-=+ Q 0 = j N +_+ N cD N 0 E' O O O 0- >, ca = O= E v) v) U= }' O 0 0 E v) 0 U O E U= Q �--' O V '>j 0--.-. co - v') V, a) .- .� �--' = O v) = L_ v) U U N -0 = - -0U Q 0 0 0= 0-0 a; = a }, CD -0 U p o CO CU co CD = = = . . -0 O CO co = O CL (n V CD 0 0 a) 0) 0 0 0 0 0 F- TASK 7 DELIVERABLES • Policy and Process Review and Recommendation Memo Exhibit 8. Example Alliant Approach to Policy and Process Review Consideration E C 5 = O O C C 1, ul I pq 5, 7 L t r4 RS E C +� MI b4 r0 � � CI. 4J v, MiNclWqtitn QJ r6 _ � a L223 am + C C GJ 4+I t O i ' r C O .01cr;.2 ?. .7% r0 O t ;wEpeS C C 2 40 ;;"Ig in 01 E Li O O in +a vi Z — tn 0 to 0 co il U = V °2' .O a) LLI a) CO -0 LJJ p cl co aN-+ = 0 = V a) = E W a) 0 E 0 0 N a-=' �, > CUD -0 0N 0 o L v' a) E N a) a a) 0, •— cD >, _� — O >0'a) 0 0 LA a) CD O O to a — = 4—' ��� U CD Q al N cD _ = W COCO _ = O U >j Q a) N 0 > = 0 O 4/A _CO = E O fa v) a 0 0 CO c cci •=o co — = w he O .2 u o v) O co in V >, }' J a) • I 2 (D o 00 In ad tin C � W U i 2 CL 0 0 N 0 U' 0) 0) Ca CCD a) 0 U) 0 a) U o o_.5 zmO =(75 o_ V -0 O CC5 7:5 Q CO U N = = � 0 O a) u g O E O U U' = W 0 CO U O 0 m V = v) o O co V a --r v) ca a) U' co vi _ v) U) to CD CD U' CD V a) E E U CD O 0) 0 l�U) U) 0 U' U) > 0 E v) U' U O 0 0 N 0 F- N CD CD 0 v) 0 0 0 a .= 0 0 CD U) CVD E 0 a) O O E 0 U' 0) N E 0 W 0) vi U' U) 0 0) 0 V ca U = V 4-1 ca = U) E O O (As U) E N U' 0 a) 0) E U) 07 0 O .O ca E O 0 U) CD CD 0 E a, E Cll CO V) v) = O (1)0) : 0_ 0) o = a 'Q O p > F- (4 § a) .. a) -oC = N O o U N cE o co 0 V) CD Q U' = O CO > 0 -o a) U a) — co cD CD N U 2 • co ..--' O = _ O 8 N v) 4— 0 V� _C0 CD 0 O •— = �--' = al 0 co co CD a a o — t7) CO > Q _a a) a - z M al . W— — F cn o - z N `~ V) CO a 00 v v Q 0) N CD gyp-+ 0 CD V U) CD U' (/) CD U v) Q U' CDD 0 N Proposal for City of Shakopee Safe Streets and Roads for All Safety Action Plan and Supplemental Planning Activities TASK 8 DELIVERABLES O Ca 0 0 0 Ca .0 co O CU ro C/) O O O C) O O • Concept Development • Prioritization Technical O O V a) W a) N 0 v) co .> O Q 0 V a) cn • ca O a) O c_a To V a) > O co a, LL • Memorandum V E O O Ca N a) W O v) E co 0 co TD O V 0 CD O C) 2 C) •L co E O N .C) a -a CD 4--► 4--► 4--► CU v) C) E O O CD O •L ,O O_ > C/) C) co O ^L O co co i a, Q O O }► N O O co Q O > O co V co O O O i ' V O 'O O C) l.= a, N v7 CU 0 Ci) a) co TASK 9. PROGRESS AND TRANSPARENCY > L) C o 2 al `3 , ca >, = }, co a) a) N V O Q c Ca ca L N -0 V •> O 0 Cn CU O • 00 •� CU O E _O _c v) co ,_ca > L a, -OO V v) O Q =o co cu v).O C O Qom--+ ' L a).= �' o � � 4---+ _ (�J) L 0 Cl.) `~ .- ca - v) = •� O= N E •> O = O = CO co = _C Q EN=O Q N ca in o_ ca co C) tz QToL W — = .CD E ,V o V O t. V >a, 0 = E- a, = co O O ca a) U V V ca E co Q co }' co = O ca c/) 4_„a) a, O To co L CL_c O }, N Q N L o -O CU = = = = O co S ._ co co (LW CU /) C/) V O O C) ^ vi > = V a = �o ca v) O Q CU co co �--+ c V caCD_c CD_ , CU v) 0 co L a) CU NV V o, > O = 'ca = V C/) = co }' ► -O CO V ) O i}, CO O c) V O O- co = _ O co 4_ o = CU = O O a3 CU o ca LE a) ca o V a) -O = N -O 0 -0 v) u v) co N O vi v) _c N 4- V - v)_ Ca T .> = = = O O N Ca O ca vi •-ca �7:3 4-a= -O O = O = a=-► a) CD E ca u E o E a)= E O O 0 o O O _Ea) _a E a) v) TD i CD v) O CO 4Caa v) U O 0 4-, a, ca N U) H L) Ca O 0 ca F v1 ,O CD - ca) u_ a) E a) a) aa)) c0 .- C/) co co U 0 C) F v) v) O t/) a, N O 0 CU cll vi ^V` W O O a, a, 0 4--+ U O C) Q C) a) co a) Q N co E H O Q N V C/) C/) O Ca L) 0 co O7 co a, O co O O scU O O �Caa Ca V C) 0 C) O _ O 0 co F O V co F O O co v) O O TASK 9 DELIVERABLES O O V ca v) O ,Ca v I V a, 0 co L � C� cn c�a O � W o_ o O E < o cn 4 - CO co LI) • Performance Measures Technical Memorandum and Reporting Template ON PLAN REPORT TASK 10. ACT a a) O O E O a) V F E co v) }, E V V a) 'O .= el co a) \ X N E co _N N N _a a, co V a) . -a — O 0L W �-a V — >, C/) v) O7 CO CD W }► co VN F �--� co (�i C O a, Q = 0 O = ca LL ,V fa 2 O V: -O > (1) _ co -O D C O = E o LL O = Cr _O _ 00 O § a) ca o ._ O N V = a--+ vi -O O ca T = co .V co V O va) ) co O = co _cV O -O Q � O_ a) a) co co O V v)•3 a,O a) 4-aO v) a) = = - Ca -O O_ O - cQr) ^V 0 - 4-a _0 O = - = Q ca ca Q CD C2L V = N ca o_ a) N -o Q � � o = L > O a--► co O ca +-v) N i Ca . 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O E 'T< ain U) I U z E a) cl)++ L L L = K W 2 N 2 N Es Cp C i.y g.NLJ c0 2 U U E U TASK 10 DELIVERABLES co V V a, V .= O_ CQ/) 4-1 L O CO 0 O Q CD ) co CD • N CCi •U 0 a) ((S a) a) (n co a)) (a a) () . E2 w • Executive Summary • Report addressing the requirements of 24112(g) — (h) of the IIJA N M %- Proposal for City of Shakopee Safe Streets and Roads for All Safety Action Plan and Supplemental Planning Activities I- Z Q J J Q 0 which intersections or locations would benefit from additional vehicle and in TASK 11. 10TH AVENUE SAFETY ANALYS O 0 -o 0 = CU CO •§ o L 0 CD Q7 CO a) 0 • i > O co In O N •§ ) _O CD O = v) L v) CD = -0 0 0 co a=-► _c V vi O N = L O = o O •- E a -o O CO O +_, Q = = v) = v) 0 co co O vis 4_, a) CD = -0 O CD ate) = .> a) co -0 Q "= O L) V) V V C O 0 co V V) ro 2 CU L 0 L co a) cu Q I a) J 0 V) co a) Q 0 U V) N V) CO LJJ a) O co L) 0 o (I) co cu Li] N a) I) co CD -I--, CD CU t�� T O 0 -= a--, U > cu v) -o a) 0 0 U Z. V V) a) 2 v) a) cu eL co L) -o CD L 0 N U 0) .= L CO J > CD uJJ o i LS) -o a) -o > co L 0 cu J= F- vi a) .E co J= co v) a) V) O (O co a) o L o O J= 4--, J= a--, al .= .a) CO i O ++ Ca W CC a) E o. a) a) CI G) Q M r L) T CO -= v) a) .v) v) 0 co. v) CU cu CO CL) E v) 0 cu E cu .= CO CO 0 a) (7 V co -I--, (/) .V) V) Q 0) . cu cu 0 v) a) O -o .► a) -o cO 0) CD A V) vi U co. V V La co . v) a) a) U co v) CO vi N Q V) v) E O 7 v) N co E. -a -a co v) v) a) cO 4--, v) N CO CU CD 4--, -o Q cu Q co a) E 0 LJ_ O N 0 coA co co a) 0 a) ca a) a) co ._ a) co O LI) 4--, i= T CU CO 0) CD CD o a--+ CU 0 > .CU 0 0 co Ni 7- ,0 Q = = E E s > L. = O L- Q - .E co L = -0 0 •� L co O co co a) c a-" a) = O E 4- Q 0 o a) a) -a CU -I--, L L 0 v) > }► cc CD O cu V) a) O LI) co a) o •- co v) 0 cu L Q cu F- 4- L - 0 (/) 0 CO a) v) 0 0) .= 0 coA cu 0 a) a) > 0 Q 0 CO a) U O , L } CO = 0 s = a--, L U V) = = ra Q E a) ca 0 a) c a) .. Z a--► .a) > v) = N O 0 ,0 •J, • a) O Q V }► CO V Qom,- V) = = L 0 ` a) 0 cD O 0 v) = Q) L) 0 TLS ^, L.) a) O = O 0 CO E > .- = -,--, v) L 0 s- 0 4- 0 Q CU = V •- v) a--, co a) co co v) vi 0 co Q co v) = = a) O V . LI) ID 0 v) V = = = .- O O co cn > -a 'v) a) c o O CU P +-, E O 0 O o v o 0 ro (3 a) = •= ro Q .(13 .--, v) _= > = co E .--, v) = O O L 0 4- CD •— a) i o E = O N O = 0 V Q 0 v) •— Q a) = •— to •§ _c +_, O .§ L 0 V -0 v) • -• — U O O O U CD a) = -0 L �0-, V co 0c v) a) :§ -0 c _ CO co a-+ Q a) ri 0 0 � V � �� =o a) O (7). .= = _ = o a) a V s o ,� co Q c fD = T +-, —0 O 0 O 0 O 0 CO CO Q O .O J� Q o) :(7) O _c +-, �,a),=__N a) V CD •E 0 O Q p cn ; cn N `— E LS) To 00 -0 0 Q N L_ = N CD V QO 0 O OW >, N N = N .O a) LI) E O v) co v) 0 CI) CD - 0 Q F- vi 0) ._ a) 47, 2 -45 ID C E ca a) ca 2 U) co i— ‘7, r r a) O CD CD V) U 0 CD 0 0 U L 01 CU 1- 1- 0 0 Q 0 CU > 0 Q a--► V) CO 0 N = . N V 4_, v) 0 U CU L CU -0 0 0 a) v) cu J= a) CO a) L CD o V L) V co v) . 0 Q L O E v) CO Li — CO I — CC V) ia) T 7 v) o co v) co a) OT O V) N N O CV 4--► U }► () 0 CI) L CD 0 +_, U V) 4--► a) L (/) a) Q O a) }► a) E 0 co .a) a) -I-, .> v) a) a) E 0 CD L 0 U CU 4-1 a) L (!) v) a) i .0 v) co 0 E a) CD eL > CU V) CU J= 0 l.T T COA v) 0 U tt_ V) T CO V) U L V - a) V) cu .O co CD -a O Q CD LO 0 .= •_ co 0 — a) — ..--, u co O . Q) }' a) >, '� a) ..—L 5 E N V) = v) .=E cu N Q) a=+ V O CO O O) •> 0 = CO = L _ O CO ' N >,4-,�, O Q a) 01 CO N Q L a=, C CO = }, CD -0 V CD m CO CI) s_'" -I-' CO . _ Q Q U O O V O = c 0 a,--+ j) = _ Q) Q O V 0 O 0 v E O _ Q Q .� O aN-+ O •p > -0 a--, CO v) = - Q O2 (n O L co = L — > N 'a O 0 Q N 0 �--+ L Q v) _ L = v Q O Q CD O= 0 = O O U) N a=, }' a+ CO N E V CU COE .� N _ P 0 42) v) }; }, 0 a V E - = = 0 .— 0 = a) '_ co 043W -Ci O CD W..-. v) v) v) - O E L co V L L ._t.) O `� p Q = = V a) V Q) La et u • p L = a) a) — (}!) Q I = Q ._ 4�-, U .a 0 cm 0 0 ci) • Status of 10th Avenue CIP project (scope and timing) CO V) 0 U .CO 4--, v) Q CO CU U a) 0 a) 0 co co co C(3 L 4— CD V) 0 c1:3 CU J Q • • Updated safety understanding from Task 4 * Of the projects in the SRTS Design Assistance Study, ■ Which would provide the most safety benefit? Which are most urgent? v) 0 CU CD E a) L 0 coA O E a) Q .E V = . 4--, U •0 L CL W L 0 CU CD .= U 0) 4 — CO 0 Q CD V) U .O 1- 0- s_ J= O Co 0 0 V a) . E 01 N aI--, O = T O a--' L a) O .- U �, Cn ) L v) = 0 O U •C v) �—>' E (1) V — (7 L a--+ E a) 0 CD 0 s_ CCT (i (}.) = = C CO s- 0 E a) E coU .= V 0 co +-, V) a) cu V 0 .CD 0 U CU 775 U V) V 0 v) a) . _ 0 O 79 a) v 0 a) = O 0 }► a) Q •,, v) W co > a) = Q .0 v) a) c) a) }' o a) v) O '>, v) CO >, ' CD ,-, cu F O CO }' v) = 0 CD O = v) 0 •o w) .L L v) w 0 O ^a) - W CD = +I-, O a) Cr 0 = v v) c O co = a)E _c a) — > • • O O DELIVERABLES l - VT Q 11.2 Data Collection and Issue Identification. Given the short timeframe of CO V) CD O O CO E co = �= V v) a) = N = O 2 co V = E CO N CU 0 LI) U V) = = CO CD 0) = 0 w a) 2 o ‘0..= U co V co O • • CD 0 CO 4_, U a) 0 U 0 Q 0 CO .v) (!) V CD V) .7) V) Q .w O v) 0) . 4- CD CO v) N CU J= 0 > 0 5 CO Q v) CO 0 U U 4 — CO L F 0 = a) F T 0 cu J= co CU 0 CU v) CO CO V) U _0 V) U V) O Proposal for City of Shakopee Safe Streets and Roads for All Safety Action Plan and Supplemental Planning Activities vi O ' O }, co - V = — - = = - = = v) = p N CI) 0 O a) co = }, = N E O co O a) �--+ +>>+ -0 v) OV , V , v) O O cO E' L }+ 0) E }, t/) U — O co = = = = O a) L �--' ' i aI--, +� a) E a) O L O O OU = Q t_n E E a) >, •— U O co co O N O N E U N ce Q a=, N L U 0 _= N 0) N L = O Q a--, Q O ,� }' lO. - > co O ff, •c - V c E a)-5 O CD_, O }, W p a) = (1 ) L U }, CO Vr, — O �, N Q >, v) ca ate) ' X 0) co O O a--, Cl.) = E U — o +-, a) . E = V = CU ., i N •�_ — U _ a) O 0 Q 0 cn > a) •a) N •V L 0 = 'x O •— = 0- co >, O CO >, }, E N N N _ ca O •� ca OE O co •O '§ V) N ._ O >, > cc a) Cl.) •� '= V1 O� N �> 'v) O o > U = N O U = x ,0 T Q 0 0 = O V CO >j V V CD Q >, CD a) U ca ca o_ CO COc� a) v Q ) — o cn 0 .O a = -0 o o L.),� Ca ≥ E _C= V ,--' 0 Q CU U a) a) c J w• V (/) >,-, = L U E 0 = L = . co L.LJ E — ca O La Q -I— 0 a) = >, U a) = a) > = Q _0•= -=— U — co V CD 01 §V = Q cu _ O > - = CD .5 co can J CC V= L CU - CO CUI-. — CC Q • 0, E = U = -o= •— = i v) Ca O W O E E a) v) To U UCO •= v) .= U a) o a) co ca O -o > L Q w Q 25 -o E E co -o > = CO V Q.) v) co Ei U N CL a) • O p •— > -0 Co l a) a) > O a) - ca = 0) E co L 0 -o Q w = U ® • ! ! unsafe speeds and crashes Z 0 NTERSECT CY UPDATE 0 a CONTROL 0 v) .= co *= O Q co a 0 V 0_ CO U CD .- a) O Ca V) U 0 CO cn CO a) V cu cu 0 0 T CD U Q • 0 a) > 0 c 0, .a O CU CU vi (13 a) E O N O a) O Q •O 0- 0) Q 0 0- 23 v) 0 CU 5 E o o O ' to • a) c (CS +� t -a co Q Ca —1 M Q �CU _V v) — _ 4- _ CD ca i — v) = O 0 U 0 U 1 1- 0 •� = = . +-+ U0 § v0)a-=+ Ca aa)- to 0 a) O _ E a) O Ca i 0 L ca a) 0 a) L E E o W L 0) ca O = - Q (a 1 0 to CU c1:5 O L v) 0 - CL) U, cu F- O Ca O 0) E Ca CL 0 a 0 co v) 0, 0 O CD 0 0 0 0 0 0_ 0 E vi v) >, = o = co corov)coo -o z a) = v7:3)o CO Q -o co = E — O L v) O 0 O U O U ca co 0) 0 O ' o -0 a) ,v) V = I }+ co Q N Q v) a). a) N = Q O >, ca = a) a=+ }, o_ j O La -cica = 2 _= O U 0 N o O U = O = 0 - E •_ v) = O O (Douro o U co — v) a--+ 0V O v •0 N p co -o a--� (13 i V = - CD _O L .=CD_ a) V ca . — 4--, +I = .2 V § -45 0 > a) — -0 Co •a O 7.T3 T a 0 .en -0 o o a) O = CD v) 0 C U -o O N V . a co E .0 O U a- E co = O 0 . 0 E }' _ cu a) U a) TL) o= w) .— L o U '§ o > _ co� ( N L ca - ._ 0 cOn 0) 0 0 U ai23 CU v) 0) CD U 0 0 0 O 0 O 0- ci ) 0 O O a O aJ a) 0 (1) O � a 0 (,)Q. t O a) U co +-► O vi a)=- 0 O L U = 0 =_ o v) i a) }, vj (-) • = (/) . — L_ 0 L U N F aO-+ U, co CO U v) _ = CD N = = ca 0_ '� '� = H O U 0 v) 0 — = N '.7.,-0 ca 0 v) =01 7:3a) > 0 a) CO '._ U _ C v) = O L Q O co ca cD (I)= M — 0 co L = O O � L _ = o ' — E a--, +-, ++ '� O O ca '= a) O W = = = 4--, 1_ U .-1CD CD O Ca U a to w }, '= = O = O . cn O O W O a) O a--� V 01 E�-_� �-_� co O •_ 0 N= N ci)U, c0 >, '>G - 0 - 0 .— _ .v o +� = o) = > O —_ E z a) a) O W E °- co> o ff=}, • = co > 4_ }' >, v) o �--+ N = N }, = co O O = U O v) N v) cu > ca Q = O .—Li) •O 0-0 0 0 '- w 0 } = co V O > O o a) a) a) O U O cn > _� a U V CD CO 0 E M = U 'j ca co 0 (Si 1 O N CD J +� - a- 0 a) 0 Proposal for City of Shakopee Safe Streets and Roads for All Safety Action Plan and Supplemental Planning Activities U, a) C0 w I N a) O O 0_ It N V) CD - 01 -0 = =a)a E V •O a) O O 22 N a) co CD (1) = CD cD J U) a) E U " Q NO -o co = J LL I.' E a) co -a CD — • J N c/) O O O c/1 •— 3 O O E a) o)U,U Woo co 0oO-0U� CO��oc=a V '0 ~ oO CD O 0 F- N M deliverables is shown in O 172 X LJJ DELIVERABLES LLI 0 U J✓ J✓ i i a) a) -0 -0 CD CD J J N nj ca L 9- a) coE CL CO Q � N O N 0) a) a) CL - CO V a a) = a) 0 cD-o N O 0) E a_m Q) O =•u E a) -O Q)=00= E = cD N cD = > -0 >- — Cn O ' O (13 N O) � O, J Q, a) N () E w +� LC) = Cr) • CD a) V Q L O O O O -C) •O Q CL fD 0_0_ DOD2OLL lig • • 1 = O•L V a) fD ) CO E N L an ' =0' o E a) -0 ;0'uU E E O = Oes = O)p4 = cnZ p- �J �N > V0� L N = >w oN = E LL _ _, LL 0_0 LL (Dv) a) • s Q 5 a--' CLOOO0_Lu 0 L (Ni M M M M M • L!i Ln L!i Lti L 6 L f i L!) L!n Q E _o E N to tO a) = E Q ca -0 o ca 0 O O X ca O V 0 0 CD CD •a o I— tea) O }' N a=+ (n ra N � Q v) 0 Li E N N Q a) O , •o N > CD o_Epp Q O > a) . CVD = = J(CZ, Uu Co CO CO 0) 0) E O O • O ce a V a O 7 .._. N N E co a) 2 a) U, = E O co co • o = -• 2 E CD N = E co a) o -0 = a E = U CO = O t) CD a) V) V) >, - cn i- 0)N—tea 0) CO s-alN cD O Q 2 = �v)� 2= = 0I- o = U O V = = O +� N N N N a-=. O cD— ≥ E CO CL =0_ =- 0 a = 0) E 0 0 O +� O OV O = o co -tea) UDQuice UU =0 O 0 a) C �= cn F > > LL (3) a) o 0.6 E - o = • oes a) E N a) - O O) a) 0)V N CD 0 = a) a) =a) O E � L).0 E V) L - a) : 8ca CD }' = o D Q CL N t:2 ) L() r r r U, O) a 0.6 0) CD CD U, r I Q 0 U 0 V U, N O CD E a) 0_ a) E O a) V CL M r CO = c4 = cfl � O (O V L c4 v) cfl O N }' O N N O N CD N v) i_ N-0= N a) N= N }, (V N cD Nil N a+ CO 0 • N a) o V N � • i . O OO V LSi N O aVj O Cn (n c4 N- p N N ,_ N N 00 N (N to 0 N a) E cD E N (N }' a) a) cfl C9 >'� o o cD oo a a� •a) x a) a) Ni a) CNI CO Cr) a) p) co }, o U -a a) L 2 -.—o E.L 'E cop }, uMwN Li LO �Ucfl0�co >E co >oco Na)cfl ~cfl �o���� ��N �� L LF- N - N_- CV a V (V .LF- N }, N 0 C N= U (N L a) Q N V O O O N -ID N O O p a) cfl > LSj O O 'xi cfj 4 = c9 (13 LL (6 00 00 p N N M U = J CDco Q CO V W LL w J Proposal for City of Shakopee Safe Streets and Roads for All Safety Action Plan and Supplemental Planning Activities KEY PERSONNEL a) O O O V) a) O .a) O CO CO a) O O V 0 X (13 .CO cu 1'C 15 V U) W = O "ra 15 = V 0 S. 71 Clg Ale a) a, a) 0 a) co E v) a) O H Exhibit 11. Organization Chart m Burkhardt, AICP, MPH, Project Manager Alex Jordan CO ca a) co O O CD 0 0 a Q (.1) E H City of Shakopee O a) 0 O a) 0 a E V a) a) a 0 a) N cD ate--+ a) O E vi a) (13 CO 0 a) .= a) ca co 0 a=+ ate-+ O CD Tim Burkhardt, AICP, MPH He is an active listener who uses structured decision maki O ) a) co V) co O a) a) V) O cD E 27 E 0 a) —o —o O cD () O *V a) a) c.) a) .0 a) co co z Q O SAFETY ACTION O CD O cn CD To O E E a) V .= co -o co a) O O a) a) a) CD a) co co v) co a) E O Tu a) v) a) a=+ co i CT) cD .a) i a) O a) E V) a) co O co O co 0 O CD a) cD CD - Community Engagemer� 0 0 a) CO v0) CO a, 0 (%) CD a) a) co cu V O O 0 co V O a) a) co cCD a) V) LE a) t!) 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L _ ~a d � U W v N v H Y O 26:.2 o O L, 4" O M 4" O O CO r U, U, N Cr CO 00 Co A^ CO N 00 co CO Ln Co CO Co M p Op O C0(N CO CI in Ln ▪ _b.).44 4 4 M LO M W CO N N O N O, Co CO M N a1 Co co 00 CO Cq 00 CO O Co IN N I- C4 M N t • Co -0 LO ,7,., LOCo LO CO CO I.--,Ln CC) N Cfl CO O ▪ CO • O -79- 1 C M N O , O LN �N LO O N N ........................•............•..... ................•.................... c � E_ O ra E c O co ro Lri � O � N N O Cfl ■ o � N 00 N N N N , 00 O N NLO LO CO LO O DD IC) N N U, M N Proposal for City of Shakopee Safe Streets for All Safety Action Plan and Supplemental Planning Activities ALLIANT oo 00 w O o M rn (-4 a Lfl N 44 49- • 41- C) NI CO N N M 00 00 co (0 a, N CO CO Co 00 r N 00 06 1 4 3 rn � M M i.4 CoCID 71- cNi N � M t0 N N N Iz 0, O N N CSOO CO Co LC)▪ OLN ▪ N OO C O N Co Co ( 4;7, �4 44 84 N IS) Li,N ▪ M Co M CD N LO C9 N N a O 11.4 Public Engagement O, M 00 00 fi4 N 49. O O O O 4)Ln O O O N Ln �a4 M fa4 O O O O O Lf1 O O O b4 {f} O N LC) -Eft CO s N Request for Proposals Safe Streets and Roads for All (SS4A) Safety Action Plan and Supplemental Planning Activities SAP 166-589-001 Addendum No. 1 R Issued On: January 20, 2026 Request for Proposals - Addendum No. 1 SS4A Safety Action Plan and Supplemental Planning Activies 153 Request for Proposals - Addendum No. 1 SS4A Safety Action Plan and Supplemental Planning Activies 154 ADDENDUM NO. 1 This Addendum No. 1 shall be attached to and made part of the Request for Proposals (RFP) and the resulting Professional Services Agreement. All proposers shall acknowledge receipt of this Addendum by signing the certification included herein. Except as modified by this Addendum, all other terms and conditions of the RFP remain unchanged. 1. FEDERAL FUNDING NOTICE AND INCORPORATION OF SS4A TERMS This project is funded in part by the U.S. Department of Transportation (USDOT) through the Safe Streets and Roads for All (SS4A) FY24 Grant Program. The SS4A FY24 Terms and Conditions, as included in the RFP as Appendix B, are incorporated by reference and apply to the extent relevant to the Consultant's scope of services. The Consultant shall comply with all applicable provisions therein and shall ensure that required federal provisions are flowed down to all subconsultants and lower -tier subcontractors. 2. DISADVANTAGED BUSINESS ENTERPRISES (DBE) STATEMENT DBE -Neutral Contract Statement This contract is designated as DBE -neutral in accordance with 49 CFR Part 26. No contract -specific DBE participation goal has been established for this project. DBE participation is encouraged, but not required, and firms will not be penalized or rewarded in the evaluation process based on DBE participation. DBE Nondiscrimination Assurance The Consultant, subconsultants, and any lower -tier subcontractors shall comply with the nondiscrimination requirements of 49 CFR §26.7 and shall not discriminate on the basis of race, color, sex, or national origin in the performance of this contract. The Consultant shall include the following nondiscrimination assurance in every subcontract and lower -tier subcontract: "The Consultant, subconsultant, or subcontractor shall not discriminate on the basis of race, color, sex, or national origin in the performance of this contract." Page 11 Request for Proposals - Addendum No. 1 SS4A Safety Action Plan and Supplemental Planning Activies 155 Prompt Payment Requirements The Consultant shall comply with 49 CFR §26.29 regarding prompt payment. DBE Participation Reporting Although this is a DBE -neutral contract, the Consultant shall report all DBE participation obtained on this project, if any. • The Consultant shall identify all DBE firms participating as subconsultants or suppliers. • DBE firms must be certified at the time of contract execution. • Participation shall be reported in the format required by FHWA and may be required during the contract term and at project completion. Failure to accurately report DBE participation may be considered a breach of contract. Certification of Nondiscrimination By submitting a proposal, the Proposer certifies that it: • Has not discriminated against any employee or applicant for employment because of race, color, sex, or national origin • Will comply with all applicable nondiscrimination requirements of 49 CFR Part 26 • Will ensure compliance by all subconsultants and lower -tier subcontractors 3. RESPONSIBLE CHARGE (23 CFR §172.9(a)) The City shall retain and exercise responsible charge of the Project in accordance with 23 CFR Part 172. The City Engineer, who is a qualified City employee, shall be designated to manage, oversee, and approve all phases of the work, including scope, schedule, budget, technical decisions, deliverables, and acceptance of services. Responsibility for the Project shall not be delegated to the Consultant. 4. FEDERAL AUDIT, RECORDS, AND ACCESS (23 CFR §172.9; 2 CFR §200.337) The Consultant shall maintain all books, documents, papers, accounting records, and other evidence pertaining to this Agreement in accordance with 2 CFR Part 200. The City, Minnesota Department of Transportation (MnDOT), Federal Highway Administration (FHWA), U.S. Department of Transportation (USDOT), the USDOT Office of Inspector General, and the Comptroller General of the United States, or any of their authorized Page 12 Request for Proposals - Addendum No. 1 SS4A Safety Action Plan and Supplemental Planning Activies 156 representatives, shall have the right of access to such records for the purposes of audit, examination, excerpts, and transcriptions. Records shall be retained for a minimum of three (3) years after final payment, or longer if required due to audit findings, litigation, or federal grant requirements. 5. FEDERAL COST PRINCIPLES AND ALLOWABLE COSTS (2 CFR Part 200, Subpart E) All costs billed under this Agreement must comply with the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (2 CFR Part 200). Costs must be: • Allowable • Allocable • Reasonable • Necessary to the performance of the work • Adequately documented Any costs determined to be unallowable under federal regulations shall not be reimbursed. 6. CONFLICT OF INTEREST (23 CFR .4172.7(b)(4); 2 CFR 4200.112) The Consultant certifies that no actual, potential, or apparent conflict of interest exists that would impair the Consultant's ability to perform the services objectively, ethically, and in the public interest. The Consultant shall disclose in writing any potential conflicts of interest that arise during the term of the Agreement and shall take corrective action as directed by the City. 7. TERMINATION FOR CONVENIENCE (2 CFR §200.340) In addition to the termination provisions contained in the Agreement, the City may terminate this Agreement, in whole or in part, for convenience, when it is in the City's best interest, in accordance with 2 CFR §200.340. In the event of termination for convenience, the Consultant shall be compensated for allowable costs incurred and services satisfactorily performed up to the effective date of termination, consistent with federal requirements and the SS4A FY24 Terms and Conditions. Page 13 Request for Proposals - Addendum No. 1 SS4A Safety Action Plan and Supplemental Planning Activies 157 8. ORDER OF PRECEDENCE In the event of inconsistency among the contract documents, the order of precedence shall be: 1. This Addendum No. 1 2. The Professional Services Agreement 3. Attachment B — SS4A FY24 Terms and Conditions 4. The Request for Proposals ACKNOWLEDGMENT AND CERTIFICATION I hereby acknowledge receipt of this Addendum No. 1 and certify compliance with the requirements contained herein. ,, Aa___ Signature _Mike Anderson Printed Name _Principal, Alliant Engineering Title / Firm _February 11, 2026 Date Page 14 Request for Proposals - Addendum No. 1 SS4A Safety Action Plan and Supplemental Planning Activies 158 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.1 March 3, 2026 Approval of the February 17, 2026, City Council Minutes Rick Parsons Action to be considered: Approve the February 17, 2026, City Council minutes Motion Type: Simple Majority Background: N/A Recommendation: Approve the February 17, 2026, City Council minutes. Budget Impact: N/A Attachments: City Council Minutes 02-17-2026 159 SHAKOPEE City Council City Hall 485 Gorman Street Shakopee, MN, 55379 Tuesday, February 17, 2026 7:00 p.m. Vision: Shakopee is a place where people want to be! A distinctive river town, with a multitude of business, cultural and recreational opportunities in a safe, welcoming, and attractive environment for residents and visitors. Mission: Our mission is to deliver high quality services essential to maintaining a safe and sustainable community. We commit to doing this cost-effectively, with integrity and transparency. 1) Call to Order 2) Roll Call PRESENT: Mayor Lehman, Council Member Contreras, Council Member Whiting, Council Member DuLaney, and Council Member Lara ABSENT: None. ALSO PRESENT: None. 3) Pledge of Allegiance 4) Approval of Agenda Council Member Whiting made a motion to approve the agenda as amended, second by Council Member Contreras and the motion passed. 5 - 0 5 Consent Agenda 5.a) Certification of Delinquent Sewer and Storm Drainage Accounts 5.b) Monthly Financial Report - January 2026 5.c) Approve plans and authorize bidding for Phase III of the Downtown ADA, Lighting and Tree Rehab Improvement Project 5.d) School Resource Officer Agreement Renewal 5.e) Approve the 2026 Tree Purchase Orders for Annual Resident Tree Sale and Tree Replacement Program 5.f) Recycling Grant for Clean -Up Day events in 2026. 5.g) Approve On -Sale and Sunday Liquor Licenses for Shakopee Entertainment LLC. dba Mystic Lake Amphitheater 5.h) Authorization to Add Three Full -Time Firefighter Positions 5.i) Strength Equipment Replacement 5.j) Award Tree Removal Contract for the Minnesota Riverbank Stabilization Project 5.k) Approve the Engineering Traffic Operations Policies and Procedures Manual 5.1) Fee Schedule Amendment 5.m) Approval of the February 4, 2026, City Council Minutes 5.n) Approve Change Order No.1 with The Dock Doctors for Marina Materials for Minnesota Riverbank Stabilization Improvements 5.o) Resolution of Support for State of Minnesota Job Creation Funding for tenant at 5225 Dean Lake Boulevard. 5.p) Laserfiche Licensing and Maintenance Renewal Council Member Lara made a motion to approve consent agenda, second by Council Member DuLaney and the motion passed. 5 - 0 6) Public Comment 7) Business removed from consent agenda 8) General Business 8.a) Resolution of Appreciation for Shakopee Chief of Police Jeff Tate and Acceptance of his Resignation with Regret Council Member Lara made a motion to approve Resolution R2026-029, a Resolution of Appreciation to Chief Jeff Tate and Acceptance of his 161 Resignation with Regret, second by Council Member DuLaney and the motion passed. 4 - 1 Nays: Mayor Lehman 8.b) Preliminary and Final Plat of Southbridge Crossings Sixth Addition Council Member Lara made a motion to approve Resolution R2026-024, second by Council Member Contreras and the motion passed. 5 - 0 8.c) Monthly Financial Report - December 2025 Informational only. 8.d) Public Works and Engineering Annual Report Presentation Informational only. 9) Reports 9.a) City Bill List 9.b) News and Announcements 10) Other Business 11) Adjourn to March 3, 2026, at 7:00 pm Council Member Lara made a motion to adjourn to March 3, 2026, at 7:00 pm, second by Council Member DuLaney and the motion passed. 5 - 0 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.m March 3, 2026 Declare one forfeited vehicle as surplus property and authorize disposal Josh Davis, Sergeant Action to be considered: Declare one forfeited vehicle as surplus property and authorize disposal. Motion Type: Simple Majority Background: The following vehicle was obtained through forfeiture proceedings and is described as follows: 1. 2008 Volkswagen Jetta, VIN: 3VWRM71 K28M 139153 The vehicle is not suitable for resale and will be junked. Recommendation: Approve policy/action as requested. Budget Impact: None. Attachments: 163 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.n March 3, 2026 Approve the Interim Use Permit (IUP) and Purchase of Temporary Fire Station 2 Facilities Joe Simon, Fire Chief Action to be considered: Approve the Interim Use Permit (IUP), contingent upon Planning Commission approval, and approve the purchase of temporary fire station 2 facilities. Motion Type: Simple Majority Background: Fire Station 2 is scheduled to undergo significant interior remodeling and facility upgrades in 2026. To maintain uninterrupted fire and emergency response service during construction, staff recommends temporary facilities to support on -site firefighter operations. Staff recommends a temporary trailer placed in the grass area north of the station's parking lot, located on the Lion's Park parcel. This trailer will serve as a short-term workspace and living area for firefighters during the construction period. The placement of the temporary workspace and living area trailer requires an IUP, which is currently in process. Following meeting the conditions of the IUP and staff review, the item is being recommended for approval at the March 5, 2026, Planning Commission meeting, with City Council action to follow. To mitigate long lead times and maintain the project schedule, staff recommends initiating the order upon Planning Commission approval. Should the permit be denied, the order will not be placed. During construction, restroom and shower facilities will be unavailable for a portion of the project timeline. To maintain essential hygiene facilities for firefighters, staff recommends a temporary restroom/shower trailer to be installed inside the fire station. These temporary arrangements are necessary to ensure continued operational readiness, maintain appropriate firefighter working conditions, and avoid service 164 disruptions during the Station 2 construction project. Recommendation: Staff recommends approval. Budget Impact: The temporary workspace and living quarters required to support Fire Station 2 operations during construction are estimated to cost $39,454.14. The temporary restroom and shower facilities to be installed inside the station are estimated at $28,800.00. Electrical and mechanical needs are projected at an additional $6,500.00. In total, the temporary facilities are expected to cost approximately $75,000.00 and will be included in the Station 2 renovation project. Attachments: Shakopee Fire Station 2 Temp Workspace Living Quarters.pdf Willscot OMNI National Cooperative Contract.pdf Willscot Trailer Location.pdf WillScot_Trailer Agreement.pdf Shakopee Fire Station 2 Temp Restrooms_Showers.pdf 165 VIJ�LLSC4T Your Sales Representative Nadir Yusuf +1 (763) 215-0017 nadir.yusof@willscot.com Agreement Number: Q-2275332 Revision: 3 Date: 1/29/2026 Expiration Date: 2/27/2026 Master Lease Agreement and Order Lessee: City of Shakopee 485 Gorman St Shakopee, MN 55379 Contact: Torn Pitschneider 485 Gorman St Shakopee, MN 55379, US Phone: 9522339300 Email: tpitschneider@shakopeemn.gov Ship To Address: 1001 Vierling Dr W SHAKOPEE, MN 55379, US Estimated Delivery Date :2/23/2026 Rental Pricing Per Billing Cycle Quantity Price Extended 70x14 Mobile Office or Similar Air Purifier Loss Damage Waiver (13+) General Liability Insurance Basic Entrance Package - Steps Window/Door Security Bundle - 40ft & Greater Minimum Lease Billing Period: 10 Billing Cycle : 28 days anchor cost included at $1223 1 $ 1,999.00 1 1 1 2 1 $ 50.00 $ 219.00 $ 30.00 $ 130.00 $ 100.00 $ 1,999.00 $ 50.00 $ 219.00 $ 30.00 $ 260.00 $ 100.00 Total Recurring Building Charges: Subtotal of Other Recurring Charges: $ 1,999.00 $ 659.00 Total Recurring Charges Per Billing Cycle: $ 2,658.00 Total Recurring Charges Per Billing Cycle Including Estimated Taxes: $ 2,880.62 Estimated Delivery And Installation Essentials Delivery Charge Modification to Unit L Delivery Setup Knockdown - estimated Return - estimated 1 1 $ 0.00 $ 8,027.14 $ 0.00 $ 8,027.14 $ 615.00 $ 2,717.00 $ 900.00 $ 615.00 Total Delivery and Installation Charges: $ 12,874.14 Total Delivery and Installation Charges Including Estimated Taxes: $ 13,952.35 Estimated Final Return Charges* Due On Final Invoice*: $ 0.00 Due On Final Invoice Including Estimated Taxes*: $ 0.00 Total Including Recurring Billing Charges, Delivery, Installation and Return**: $ 39,454.14 Total Including Recurring Billing Charges, Delivery, Installation and Return Including Estimated Taxes**: $ 42,758.55 Summary of Charges Model: 70x14 Mobile Office or Similar Quantity: 1 Total Charges for (1) Building(s): $ 39,454.14 Total Charges for (1) Building(s) Including Estimated Tax: $ 42,758.55 Williams Scotsman, Inc. 6400 E McDowell Rd., 3rd Floor, Scottsdale, AZ 85257 1-800-782-1500 Page 1 of 3 166 VIJI LLSC4T Your Sales Representative Nadir Yusuf +1 (763) 215-0017 nadir.yusof@willscot.com Agreement Number: Q-2275332 Revision: 3 Date: 1/29/2026 Expiration Date: 2/27/2026 Master Lease Terms & Conditions 1. This Master Lease Agreement shall apply to any Order between Williams Scotsman, Inc. and/or any affiliate ("Lessor") and City of Shakopee ("Lessee") for any Equipment as defined below ("Agreement"). This Agreement and any Order governs Lessee's use of Lessor's Equipment. By (1) signing this Agreement, (2) executing an Order that references this Agreement, (3) taking delivery of the Equipment, or (4) other commercially acceptable methods of acceptance, Lessee agrees to the terms of this Agreement. 2. Definitions a. "Delivery Date" shall be defined as the date the Equipment was physically delivered. Within 48 hours of delivery, Lessee shall inspect the Equipment and notify Lessor in writing of any defects. Lessee must contact Lessor to relocate any Equipment and obtain Lessor's written consent prior to doing so. Lessee shall pay Lessor's relocation rates if the Equipment is moved without Lessor's written consent. Lessee acknowledges that delivery of Equipment may be in parts and not all at once. b. "Equipment" means products leased from Lessor, which include Storage Containers, Refrigerated Storage Containers, Ground Level Offices ("GLO"), Modular Equipment, FLEX offices, Blast Resistant products, ancillary products and essentials, Additional Rental Equipment, and any additional products or services available for Lease from Lessor at the time of an Order. Any Lease for Equipment such as an Over the Road Trailer, Temporary Structure or other Equipment may be subject to an Addendum or Equipment specific terms and conditions. Lessee agrees Equipment shall not be used for residential occupancy. c. "Lease" is defined as any Order for the Lease of Equipment by Lessee from Lessor. d. "Lessee" means in the case of an individual accepting this Agreement on his or her own behalf, such individual, or in the case of an individual accepting this Agreement on behalf of a company or other legal entity, the company or other legal entity for which such individual is accepting this Agreement, and affiliates of that company or entity (for so long as they remain affiliates), which have entered into an Order. e. "Order" means a WillScot document or online Order forming an individual Lease, specifying the Equipment to be provided hereunder that is entered into between Lessee and Lessor or any of their affiliates, including any addenda and supplements thereto. By entering into an Order hereunder, the Lessee or it's affiliate agree to be bound by the terms of this Agreement as if it were an original party hereto. 3. Lessee is responsible for all site conditions, use permits, and applicable Fees, and maintains sole responsibility for site selection, which shall be a flat, firm and open space, and prepared prior to Equipment Delivery as set forth in the Site Suitability Addendum, incorporated herein by reference. 4. If delivery of the Equipment is delayed through no fault of Lessor for a period of more than thirty (30) days from the confirmation date set forth in the Order, Lessee shall pay Lessor a storage fee equal to 50% of the Total Lease Charges for each thirty (30) day period of delay, or portion thereof, until the Equipment is delivered, in addition to any other Lease payments, charges and Fees due. Any such storage fees shall not affect commencement of the Minimum Lease Term. 5. Lessee is responsible to inspect and maintain the Equipment in good condition. Lessee shall use the Equipment in accordance with and be responsible for all maintenance as set forth in the Williams Scotsman Service Guide and/or any instructions contained in or on the Equipment. 6. Lessee shall maintain commercially reasonable insurance limits covering the Equipment's replacement cost. Lessee may obtain insurance for their contents at their discretion or can elect to participate in an optional third -party Contents Insurance Program provided through Lessor for a fee. Optional coverage programs offered to Lessee include General Liability, Loss Damage Waiver and Content Insurance. Details can be found at https:// www.willscot.com/the-essentials/insurance-and-waivers-package. 7. Lessee shall provide no less than 15 days prior notice to schedule a pick-up date, and no less than thirty (30) days prior notice for any multi -floor Modular Equipment. Lessor shall not prorate any fraction of a Billing Cycle. Upon return, Lessee agrees to pay for all reasonable charges for cleaning, repair, and any damage beyond ordinary wear and tear. Lessee may have the option to pick-up and/or return certain Equipment, which shall be subject to signing an appropriate addendum. 8. LESSOR MAKES NO WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE AND LESSEE AGREES THAT IT HAS SOLELY DETERMINED THAT THE EQUIPMENT ARE SUITABLE FOR LESSEE'S INTENDED USE. LESSEE LEASES THE EQUIPMENT "AS IS, WITH ALL FAULTS." 9. Each Party agrees to defend, indemnify, and hold the other harmless for any third -party claim arising from the alleged conduct of the other Party under this Agreement. Neither Party shall be liable to the other Party for any special, punitive, exemplary, indirect or consequential damages, losses or damages for lost revenues or profits whether foreseeable or not, arising out of, or in connection with this Agreement. 10. This Agreement shall supersede and replace all prior documents and agreements between the Parties. 11. Lessee shall be solely liable for any and all applicable sales and use, lease or rental, excise, gross receipts, transaction privilege, value-added, goods and services, or similar transactional tax, levy duty or assessment imposed by a taxing authority ("Taxes"). Lessee shall pay or shall reimburse Lessor for any Taxes related to the Equipment. 12. Lessee's failure to make timely payments, filing of bankruptcy, abandonment of the Equipment or other failure to comply with this Agreement is a default, allowing Lessor to immediately terminate this Agreement, at which time Lessor has the right to pick-up and remove the Equipment upon reasonable notice or as required by law. 13. Lessee shall be solely liable for any and all applicable pass -through charges for costs associated with the Equipment including, but not limited to, ad valorem, real property, and ownership tax/personal property taxes, licensing and titling Fees, and any other expenses and/or third -party Fees associated with the Equipment ("Fees"). 14. Except as otherwise stated herein, Lessor may amend the terms and conditions of this Agreement and such amended terms shall be effective thirty (30) days after notice is provided to Lessee. If Lessee does not object in writing to such amended terms before their effective date, such terms shall be deemed accepted. Lessee may not amend or assign this Agreement unless agreed to in writing by Lessor. Lessee may not sublet Equipment subject to this Agreement unless agreed to in writing by Lessor. 15. Lessee acknowledges this is a True Lease, and that ownership and title of any Equipment remains with Lessor, and Lessee has no right to ownership or to transfer or sell the Equipment. 16. In the event of any dispute over this Agreement, the Parties agree to waive a trial by jury and that venue shall be in the County or Parish where the Equipment was originally delivered. 17. To the extent permitted by applicable law, Lessee irrevocably and unconditionally authorizes Lessor to charge all amounts due under this Agreement to any credit card provided by Lessee. Williams Scotsman, Inc. 6400 E McDowell Rd., 3rd Floor, Scottsdale, AZ 85257 1-800-782-1500 Page 2 of 3 167 VIJ�LLSC4T Your Sales Representative Nadir Yusuf +1 (763) 215-0017 nadir.yusof@willscot.com Agreement Number: Q-2275332 Revision: 3 Date: 1/29/2026 Expiration Date: 2/27/2026 Billing & Payment Terms 1. Lessor reserves the right to request Payment in advance of the Delivery Date, and Lessee may be required to make payment in advance to secure its performance of this Lease. Advance payments may include initial, final and/or recurring charges and will be applied to applicable invoices. Lessor reserves the right to charge an administrative fee for special billing requests. 2. Invoices will be generated on a 28 Day Billing Cycle, in advance, with payment due no later than Net 10 Days after invoice issuance. 3. AMOUNTS UNPAID WHEN DUE SHALL BE CHARGED INTEREST OF UP TO 1'/2% PER BILLING CYCLE OF THE UNPAID AMOUNT FOR THE PERIOD UNPAID , AND AN ADMINISTRATIVE CHARGE PER BILLING CYCLE THE INVOICE REMAINS UNPAID. 4. Initial Invoice Charges may include first and last Billing Cycle charges, delivery and installation charges, estimated charges for pick-up, teardown and Equipment removal, as well as any fuel surcharges. Final charges for pick-up, teardown and Equipment removal will be finalized at the time of pick-up based on existing site conditions. Upon the expiration of the Minimum Lease Term, the Lessor may make changes to the Lease rate, pick-up, teardown, removal, fuel surcharges and/or other charges. 5. The Initial Invoice will be issued on the earlier of the confirmation date or Delivery Date. In the event Lessee requests a delay to the delivery, as agreed to in the Confirmation, the Initial Invoice will be issued solely for the Equipment lease charges and a Storage Fee equal to 50% of the Lease, and all remaining Initial Invoice Charges will be invoiced on the Delivery Date. Lessee agrees that upon Termination prior to the Minimum Lease Term, Lessee shall pay the remaining payments for the unfulfilled Minimum Lease Term, and any applicable charges related to the Equipment, plus all return charges. Optional Insurance and Optional Coverage General Liability Insurance If (a.) quoted on the pricing page(s) or (b.) initialed in the optional section of the pricing page(s), Customer elects to participate in the General Liability Insurance Program, whereby Lessee will receive insurance coverage through American Southern Insurance Company ("Insurer") and administered by Allen Insurance Group ("Agent"). The Lessee acknowledges and agrees that the policy issued by the Insurer is a third party liability policy that covers those amounts, subject to policy exclusions, that Lessee is legally obligated to pay due to bodily injury and property damage arising from the use and occupancy of Equipment leased from Lessor up to the policy limits. Coverage is subject to underwriting and specific terms and conditions and exclusions set forth in the policy. An outline of coverage is available upon request. Loss Damage If (a.) quoted on the pricing page(s) or (b.) initialed in the optional section of the pricing page(s), Lessee elects to participate in the Loss Damage Waiver Program. Lessee understands and agrees that under this program and subject to any exclusions, the Lessor waives, for a fee, Lessee's obligation to carry Commercial Property Insurance and Lessee's liability for repair or replacement of the Equipment leased from Lessor resulting in loss or damage. Please refer to the LOSS DAMAGE WAIVER PROGRAM ADDENDUM for specific details on coverage, exclusions and restrictions on coverage. The Loss Damage Waiver is not and shall not constitute a contract for insurance. Contents Insurance If (a.) quoted on the pricing page(s) or (b.) initialed in the optional section of the pricing page(s), Lessee elects to participate in the Contents Insurance Coverage Program, whereby Lessee will receive insurance coverage through Airpark Insurance ("Insurer") and administered by Falvey Insurance Group, Ltd. ("Falvey")) as Managing General Agent of those Interested Underwriters at Lloyd's, London ("Agent"). The Lessee acknowledges and agrees that the policy issued by the Insurer is a third party property policy that, subject to policy exclusions, provides comprehensive contents coverage and adds an additional layer of protection for the stored contents up to the selected limit of coverage. Coverage is subject to underwriting and specific terms and conditions and exclusions set forth in the policy. An outline of coverage is available upon request. Acceptance and Authority Lessee represents and warrants they have the authority to agree to the terms and conditions stated in this Agreement by (1) signing this document, (2) executing an Order that references this Agreement, (3) taking delivery of the Equipment, or (4) other commercially acceptable means methods and, by doing so, this Agreement shall become legally binding. Lessor will consider the Order rejected if changes have been made to the Order by Lessee. Lessee: City of Shakopee Signature: Date: Print Name: Title: PO#: Williams Scotsman, Inc. 6400 E McDowell Rd., 3rd Floor, Scottsdale, AZ 85257 1-800-782-1500 Page 3 of 3 168 WILLSCOT TM OMNIA PARTNERS We are proud to be the exclusive provider of modular buildings, portable storage and relocatable walkways to participants of OMNIA Partners, Public Sector in all 48 contiguous states. NATIONAL COOPERATIVE CONTRACT ���iiuiiill IIIIIIII�I�II� Classrooms Storage Solutions The contract provides modular products and services to public agencies, educational institutions and non profit organizations nationwide The Cooperative Partnership The OMNIA Partners contract provides the ability to leverage the combined purchasing power of over 55,000 government agencies resulting in savings on every WillScot order. Leverage the buying power of WillScot and Omnia Partners today! Save time. Reduce costs. Minimize hassles. Products and Services include: • Classrooms • Libraries • Administrative offices • Daycare centers • Stairs, steps and ramps • Storage containers • Fully furnished solutions Providing value to our customers is of utmost importance to us. How do we achieve that? • Being a trusted one source supplier for all of your modular solution needs saves you time and money Working with an experienced sales, service and administrative team guarantees you get top notch advice, work and the modular solution best suited to your needs Serving the education sector and public agencies for well over 50 years means we understand your needs completely and know how to get the job done right 800.782.1500 WILLSCOT.COM 169 NATIONAL COOPERATIVE CONTRACT Our exclusive cooperative partnership streamlines the solicitation process getting your employees to work faster. Cooperative Process O O O Contact vendor with publicly solicited and awarded contract Vendor submits proposal with number Standard Process Generate requisition 0 Obtain quotes OMNIA PARTNERS O Issue order to approved vendor Initiate solicitation process 0 Ready To Work ❑❑0 0 Review solicitations 0 Approve solicitation award 0 0 Issue approved PO to vendor Ready To Work 0 0 n For more information or to request a visit from a WillScot sales representative call 800-782-1500. If you would like to learn more about OMNIA Partners, Public Sector and how to participate, visit their website at: omniapartners.com/publicsector or call 866-875-3299. * Photos are representational; actual products vary. Additional floor plans and specifications may vary from those shown and are subject to in -stock availability 800.782.1500 I WILLSCOT.COM 170 Docusign Envelope ID: 43F9E656-E79D-482F-817E-C8A7215FAFFB WI LLSCOT Your Sales Representative Nadir Yusuf +1 (763) 215-0017 nadir.yusuf@willscot.com Agreement Number: Q-2275332 Revision: 4 Date: 2/6/2026 Expiration Date: 2/27/2026 Master Lease Agreement and Order Lessee: City of Shakopee 485 Gorman St Shakopee, MN 55379 Contact: Torn Pitschneider 485 Gorman St Shakopee, MN 55379, US Phone: 9522339300 Email: tpitschneider@shakopeemn.gov Ship To Address: 1001 Vierling Dr W SHAKOPEE, MN 55379, US Estimated Delivery Date :2/23/2026 Rental Pricing Per Billing Cycle Quantity Price Extended 70x14 Mobile Office or Similar Air Purifier Loss Damage Waiver (13+) General Liability Insurance Basic Entrance Package - Steps Window/Door Security Bundle - 40ft & Greater Minimum Lease Billing Period: 10 Billing Cycle : 28 days anchor cost included at $1223 1 $ 1,999.00 1 1 1 2 1 $ 50.00 $ 219.00 $ 30.00 $ 130.00 $ 100.00 $ 1,999.00 $ 50.00 $ 219.00 $ 30.00 $ 260.00 $ 100.00 Total Recurring Building Charges: Subtotal of Other Recurring Charges: $ 1,999.00 $ 659.00 Total Recurring Charges Per Billing Cycle: $ 2,658.00 Total Recurring Charges Per Billing Cycle Including Estimated Taxes: $ 2,880.62 Estimated Delivery And Installation Essentials Delivery Charge Modification to Unit L Delivery Setup Knockdown - estimated Return - estimated 1 1 $ 0.00 $ 8,027.14 $ 0.00 $ 8,027.14 $ 615.00 $ 2,717.00 $ 900.00 $ 615.00 Total Delivery and Installation Charges: $ 12,874.14 Total Delivery and Installation Charges Including Estimated Taxes: $ 13,952.35 Estimated Final Return Charges* Due On Final Invoice*: $ 0.00 Due On Final Invoice Including Estimated Taxes*: $ 0.00 Total Including Recurring Billing Charges, Delivery, Installation and Return**: $ 39,454.14 TotalTA4AI Including Recurring Q;II;....•. Charges, �AI�\IAM\I Installation and �A4..MM Including Estimated Taxes"": Including. Recur inn B �g Charg. es, velive y, Installation and Rett. n Including. Estima ed T axes c 42,758.55 $ Summary of Charges Model: 70x14 Mobile Office or Similar Quantity: 1 Total Charges for (1) Building(s): $ 39,454.14 Te�aI Charges for (1 ) B �ilrlivig(s) Including Estimated Tax: $ 42,758.55 • eau• Charges y'..' for i vui�uii iy�.�� �i iv�uuii iy Estimated iuwu u�. yi Tax Exempt, provided ST3 form 2/24. I attempted to do that, and the system doesn't allow it to be removed. I was told that you would just use the line that doesn't have taxes included. It should read Total Including Recurring Billing Charges, Delivery, Installation and Return. NADIR YUSUF Territory Sales Manager Office: 800.782.1500 Cell: 763.215.0017 Nadir.Yusuf@willscot.com Williams Scotsman, Inc. 6400 E McDowell Rd., 3rd Floor, Scottsdale, AZ 85257 1-800-782-1500 Page 1 of 3 172 Docusign Envelope ID: 43F9E656-E79D-482F-817E-C8A7215FAFFB WILLSCOT I Your Sales Representative Nadir Yusuf +1 (763) 215-0017 nadir.yusuf@willscot.com Agreement Number: Q-2275332 Revision: 4 Date: 2/6/2026 Expiration Date: 2/27/2026 Master Lease Terms & Conditions 1. This Master Lease Agreement shall apply to any Order between Williams Scotsman, Inc. and/or any affiliate ("Lessor") and City of Shakopee ("Lessee") for any Equipment as defined below ("Agreement"). This Agreement and any Order governs Lessee's use of Lessor's Equipment. By (1) signing this Agreement, (2) executing an Order that references this Agreement, (3) taking delivery of the Equipment, or (4) other commercially acceptable methods of acceptance, Lessee agrees to the terms of this Agreement. 2. Definitions a. "Delivery Date" shall be defined as the date the Equipment was physically delivered. Within 48 hours of delivery, Lessee shall inspect the Equipment and notify Lessor in writing of any defects. Lessee must contact Lessor to relocate any Equipment and obtain Lessor's written consent prior to doing so. Lessee shall pay Lessor's relocation rates if the Equipment is moved without Lessor's written consent. Lessee acknowledges that delivery of Equipment may be in parts and not all at once. b. "Equipment" means products leased from Lessor, which include Storage Containers, Refrigerated Storage Containers, Ground Level Offices ("GLO"), Modular Equipment, FLEX offices, Blast Resistant products, ancillary products and essentials, Additional Rental Equipment, and any additional products or services available for Lease from Lessor at the time of an Order. Any Lease for Equipment such as an Over the Road Trailer, Temporary Structure or other Equipment may be subject to an Addendum or Equipment specific terms and conditions. Lessee agrees Equipment shall not be used for residential occupancy. c. "Lease" is defined as any Order for the Lease of Equipment by Lessee from Lessor. d. "Lessee" means in the case of an individual accepting this Agreement on his or her own behalf, such individual, or in the case of an individual accepting this Agreement on behalf of a company or other legal entity, the company or other legal entity for which such individual is accepting this Agreement, and affiliates of that company or entity (for so long as they remain affiliates), which have entered into an Order. e. "Order" means a WillScot document or online Order forming an individual Lease, specifying the Equipment to be provided hereunder that is entered into between Lessee and Lessor or any of their affiliates, including any addenda and supplements thereto. By entering into an Order hereunder, the Lessee or it's affiliate agree to be bound by the terms of this Agreement as if it were an original party hereto. 3. Lessee is responsible for all site conditions, use permits, and applicable Fees, and maintains sole responsibility for site selection, which shall be a flat, firm and open space, and prepared prior to Equipment Delivery as set forth in the Site Suitability Addendum, incorporated herein by reference. 4. If delivery of the Equipment is delayed through no fault of Lessor for a period of more than thirty (30) days from the confirmation date set forth in the Order, Lessee shall pay Lessor a storage fee equal to 50% of the Total Lease Charges for each thirty (30) day period of delay, or portion thereof, until the Equipment is delivered, in addition to any other Lease payments, charges and Fees due. Any such storage fees shall not affect commencement of the Minimum Lease Term. 5. Lessee is responsible to inspect and maintain the Equipment in good condition. Lessee shall use the Equipment in accordance with and be responsible for all maintenance as set forth in the Williams Scotsman Service Guide and/or any instructions contained in or on the Equipment. 6. Lessee shall maintain commercially reasonable insurance limits covering the Equipment's replacement cost. Lessee may obtain insurance for their contents at their discretion or can elect to participate in an optional third -party Contents Insurance Program provided through Lessor for a fee. Optional coverage programs offered to Lessee include General Liability, Loss Damage Waiver and Content Insurance. Details can be found at https:// www.willscot.com/the-essentials/insurance-and-waivers-package. 7. Lessee shall provide no less than 15 days prior notice to schedule a pick-up date, and no less than thirty (30) days prior notice for any multi -floor Modular Equipment. Lessor shall not prorate any fraction of a Billing Cycle. Upon return, Lessee agrees to pay for all reasonable charges for cleaning, repair, and any damage beyond ordinary wear and tear. Lessee may have the option to pick-up and/or return certain Equipment, which shall be subject to signing an appropriate addendum. 8. LESSOR MAKES NO WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE AND LESSEE AGREES THAT IT HAS SOLELY DETERMINED THAT THE EQUIPMENT ARE SUITABLE FOR LESSEE'S INTENDED USE. LESSEE LEASES THE EQUIPMENT "AS IS, WITH ALL FAULTS." 9. Each Party agrees to defend, indemnify, and hold the other harmless for any third -party claim arising from the alleged conduct of the other Party under this Agreement. Neither Party shall be liable to the other Party for any special, punitive, exemplary, indirect or consequential damages, losses or damages for lost revenues or profits whether foreseeable or not, arising out of, or in connection with this Agreement. 10. This Agreement shall supersede and replace all prior documents and agreements between the Parties. 11. Lessee shall be solely liable for any and all applicable sales and use, lease or rental, excise, gross receipts, transaction privilege, value-added, goods and services, or similar transactional tax, levy duty or assessment imposed by a taxing authority ("Taxes"). Lessee shall pay or shall reimburse Lessor for any Taxes related to the Equipment. 12. Lessee's failure to make timely payments, filing of bankruptcy, abandonment of the Equipment or other failure to comply with this Agreement is a default, allowing Lessor to immediately terminate this Agreement, at which time Lessor has the right to pick-up and remove the Equipment upon reasonable notice or as required by law. 13. Lessee shall be solely liable for any and all applicable pass -through charges for costs associated with the Equipment including, but not limited to, ad valorem, real property, and ownership tax/personal property taxes, licensing and titling Fees, and any other expenses and/or third -party Fees associated with the Equipment ("Fees"). 14. Except as otherwise stated herein, Lessor may amend the terms and conditions of this Agreement and such amended terms shall be effective thirty (30) days after notice is provided to Lessee. If Lessee does not object in writing to such amended terms before their effective date, such terms shall be deemed accepted. Lessee may not amend or assign this Agreement unless agreed to in writing by Lessor. Lessee may not sublet Equipment subject to this Agreement unless agreed to in writing by Lessor. 15. Lessee acknowledges this is a True Lease, and that ownership and title of any Equipment remains with Lessor, and Lessee has no right to ownership or to transfer or sell the Equipment. 16. In the event of any dispute over this Agreement, the Parties agree to waive a trial by jury and that venue shall be in the County or Parish where the Equipment was originally delivered. 17. To the extent permitted by applicable law, Lessee irrevocably and unconditionally authorizes Lessor to charge all amounts due under this Agreement to any credit card provided by Lessee. Williams Scotsman, Inc. 6400 E McDowell Rd., 3rd Floor, Scottsdale, AZ 85257 1-800-782-1500 Page 2 of 3 173 Docusign Envelope ID: 43F9E656-E79D-482F-817E-C8A7215FAFFB WILLSCOT I Your Sales Representative Nadir Yusuf +1 (763) 215-0017 nadir.yusuf@willscot.com Agreement Number: Q-2275332 Revision: 4 Date: 2/6/2026 Expiration Date: 2/27/2026 Billing & Payment Terms 1. Lessor reserves the right to request Payment in advance of the Delivery Date, and Lessee may be required to make payment in advance to secure its performance of this Lease. Advance payments may include initial, final and/or recurring charges and will be applied to applicable invoices. Lessor reserves the right to charge an administrative fee for special billing requests. 2. Invoices will be generated on a 28 Day Billing Cycle, in advance, with payment due no later than Net 10 Days after invoice issuance. 3. AMOUNTS UNPAID WHEN DUE SHALL BE CHARGED INTEREST OF UP TO 1'/2% PER BILLING CYCLE OF THE UNPAID AMOUNT FOR THE PERIOD UNPAID , AND AN ADMINISTRATIVE CHARGE PER BILLING CYCLE THE INVOICE REMAINS UNPAID. 4. Initial Invoice Charges may include first and last Billing Cycle charges, delivery and installation charges, estimated charges for pick-up, teardown and Equipment removal, as well as any fuel surcharges. Final charges for pick-up, teardown and Equipment removal will be finalized at the time of pick-up based on existing site conditions. Upon the expiration of the Minimum Lease Term, the Lessor may make changes to the Lease rate, pick-up, teardown, removal, fuel surcharges and/or other charges. 5. The Initial Invoice will be issued on the earlier of the confirmation date or Delivery Date. In the event Lessee requests a delay to the delivery, as agreed to in the Confirmation, the Initial Invoice will be issued solely for the Equipment lease charges and a Storage Fee equal to 50% of the Lease, and all remaining Initial Invoice Charges will be invoiced on the Delivery Date. Lessee agrees that upon Termination prior to the Minimum Lease Term, Lessee shall pay the remaining payments for the unfulfilled Minimum Lease Term, and any applicable charges related to the Equipment, plus all return charges. Optional Insurance and Optional Coverage General Liability Insurance If (a.) quoted on the pricing page(s) or (b.) initialed in the optional section of the pricing page(s), Customer elects to participate in the General Liability Insurance Program, whereby Lessee will receive insurance coverage through American Southern Insurance Company ("Insurer") and administered by Allen Insurance Group ("Agent"). The Lessee acknowledges and agrees that the policy issued by the Insurer is a third party liability policy that covers those amounts, subject to policy exclusions, that Lessee is legally obligated to pay due to bodily injury and property damage arising from the use and occupancy of Equipment leased from Lessor up to the policy limits. Coverage is subject to underwriting and specific terms and conditions and exclusions set forth in the policy. An outline of coverage is available upon request. Loss Damage If (a.) quoted on the pricing page(s) or (b.) initialed in the optional section of the pricing page(s), Lessee elects to participate in the Loss Damage Waiver Program. Lessee understands and agrees that under this program and subject to any exclusions, the Lessor waives, for a fee, Lessee's obligation to carry Commercial Property Insurance and Lessee's liability for repair or replacement of the Equipment leased from Lessor resulting in loss or damage. Please refer to the LOSS DAMAGE WAIVER PROGRAM ADDENDUM for specific details on coverage, exclusions and restrictions on coverage. The Loss Damage Waiver is not and shall not constitute a contract for insurance. Contents Insurance If (a.) quoted on the pricing page(s) or (b.) initialed in the optional section of the pricing page(s), Lessee elects to participate in the Contents Insurance Coverage Program, whereby Lessee will receive insurance coverage through Airpark Insurance ("Insurer") and administered by Falvey Insurance Group, Ltd. ("Falvey")) as Managing General Agent of those Interested Underwriters at Lloyd's, London ("Agent"). The Lessee acknowledges and agrees that the policy issued by the Insurer is a third party property policy that, subject to policy exclusions, provides comprehensive contents coverage and adds an additional layer of protection for the stored contents up to the selected limit of coverage. Coverage is subject to underwriting and specific terms and conditions and exclusions set forth in the policy. An outline of coverage is available upon request. Acceptance and Authority Lessee represents and warrants they have the authority to agree to the terms and conditions stated in this Agreement by (1) signing this document, (2) executing an Order that references this Agreement, (3) taking delivery of the Equipment, or (4) other commercially acceptable means methods and, by doing so, this Agreement shall become legally binding. Lessor will consider the Order rejected if changes have been made to the Order by Lessee. Lessee: City of Shakopee Signature: Date: Print Name: Title: PO#: Williams Scotsman, Inc. 6400 E McDowell Rd., 3rd Floor, Scottsdale, AZ 85257 1-800-782-1500 Page 3 of 3 174 Portable Restrooms Luxury Trailers Portable Sinks Barricades Temp Fence 6430 County Road 101 E Shakopee MN 55379 biffsinc.com 952.403.1221 Event Contract Prepared February 2, 2026 by Shari Kvam, Special Event Sales 952.403.1221 FOR: Shakopee Fire Station 2 March 1- September 1, 2026 Equipment Rental 28day Rates Weekly Total 18' 3 Stall Shower/Restroom Trailer 26 $900.00 $23,400.00 Delivery/Set-up/Pickup 1 $200.00 $200.00 Clean/Stock/Pump 26 $200.00 $5,200.00 ****3% Convenience Fee for all credit card payments. No Convenience Fee for ACH transfers, wire transfers, PayPal, debit cards, or checks Equipment Requirements and Specifications: -2 dedicated 20amp circuit and hose spigot within 75' of where trailer is placed. Initial Terms and Conditions: 1. Only use our toilet paper supplied in stalls. Others will clog the unit. 2. Structural modification(s) to the trailer are prohibited. 3. All personal decorations must be removed prior to earliest pick-up time. a. NO invisible 'scotch' tape. NO flame candles. b. Tape that removes cleanly with no residue or surface damage is acceptable (Multi -surface painter's tape). Flameless battery candles are acceptable. 4. Lessee is responsible for the cost of replacement and repairs due to fire, theft, carelessness, accidental damage or vandalism. Lessee agrees to return rental equipment to Biffs, Inc. in delivered condition, ordinary use and wear expected. 5. Lessee agrees to carry adequate insurance against personal injury, property damage and public liability, which may be caused by Lessee's possession of said rental equipment and expressly indemnifies Biffs, Inc. and its employees and representatives against any claim for damage or loss. 6. Biffs is not responsible for property damage due to customer requested placement. 7. Failure to provide access to site will void guarantee of placement, service, or removal as per schedule and may incur additional charges $150.00 Initial 8. Failure to meet power and water requirements at the time of delivery may incur additional charges. This includes having generators ready to test power to trailer. I have reviewed and accept the terms of this contract: Lessee, or authorized representative Signature Phone Date 175 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 6.o March 3, 2026 Approve Municipal State Aid Street System Designations Micah Heckman, Assistant City Engineer Alex Jordan, City Engineer Action to be considered: Adopt Resolution R2026-026, approving Municipal State Aid Street System Designations. Motion Type: Simple Majority Background: The Municipal State Aid (MSA) Street program allows cities with populations of 5,000 or more to designate 20% of its local streets as MSA routes. Based on several factors, including the traffic volumes on the designated routes, the city receives an allocation of state gas tax funding that can be used for roadway capital improvements and maintenance needs on designated MSA routes. Each year as Shakopee continues to develop and add additional roads, the city accumulates mileage to add additional roadways to the state aid system. The City of Shakopee currently has approximately 188 miles of municipal qualifying roadways, of which 37.59 miles can be designated as MSA routes with a balance of 1.08 miles yet to be designated. The streets listed below meet MSA Street program criteria and are eligible for MSA street designation. The system revision includes designating 1.08 miles as new MSA streets. The proposed MSA Street System revisions can be used in calculating Shakopee's 2027 MSA allotment and and leaves 0.00 miles left for future designation. MSAS Mileage Designation Proposed: • Astoria Drive: Zumbro Avenue to Marystown Road (CSAH 15) • Zumbro Avenue: Astoria Drive to 130th Street (CSAH 78) • Disc Drive: 12th Avenue to Canterbury Road (CSAH 83) Recommendation: 176 Adopt Resolution R2026-026. Budget Impact: None. Attachments: Resolution R2026-026 Proposed MSA Route Designations Map 177 RESOLUTION R2026-026 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING MUNICIPAL STATE AID STREET SYSTEM DESIGNATIONS WHEREAS, it appears to the City Council of the City of Shakopee that the streets hereinafter should be designated Municipal State Aid Streets under the provisions of Minnesota Law. NOW, THEREFORE, BE IT RESOLVED, By the City Council of the City of Shakopee, Minnesota that the roads be described as follows, to -wit: MSAS Mileage Designation Proposed: • Astoria Drive: Zumbro Avenue to Marystown Road/CSAH 15 • Zumbro Avenue: Astoria Drive to 130th Street/CSAH 78 • Disc Drive: 12th Avenue to Canterbury Road/CSAH 83 be, and hereby are established, located and designated as Municipal State Aid Streets of said City, subject to the approval of the Commissioner of Transportation of the State of Minnesota. BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner of Transportation for consideration, and that upon approval of the designation of said roads or portions thereof, that same be constructed, improved and maintained as Municipal State Aid Streets of the City of Shakopee, to be numbered and known as a Municipal State Aid Street. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 3rd day of March 2026. Mayor of the City of Shakopee ATTEST: City Clerk Prepared by: City of Shakopee 485 Gorman Street Shakopee, MN 55379 178 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 11.a March 3, 2026 2025 Community Survey Update Chelsea Petersen, Assistant City Administrator Action to be considered: N/A Motion Type: Informational only Background: Every two years the City of Shakopee engages in a survey through The National Community Survey (NCS). The most recent survey was conducted between October and November of 2025. Surveys were mailed to 3,000 randomly selected residential addresses in the community, and 407 were completed and returned. When adjusting for those that were returned due to being undeliverable, Shakopee had a 14% response rate. Selected addresses had the option to fill out the survey and mail it back or complete it online. Additionally, once the randomly selected addresses had the opportunity to participate, an open participation option was posted on the city's website as well as advertised through our social media platforms in order to solicit additional community participation. All responses are anonymous, and for purposes of statistical significance the results were kept separate by participation type (random selection vs open participation). There are two primary benefits of using a consistent survey tool: seeing local trends over time, and comparing to national benchmarks over time. Shakopee has used this same tool six times since 2014, and there are now over 600 communities that also use NCS, so the comparable group continues to grow. The full report is attached, and is also available to the public via the city's website. The survey tool asks questions on many aspects of community livability including safety, economy, mobility, natural environment, amenities, and other categories that contribute to making a community desirable. While the report contains a significant amount of information, the following items were outlined as key findings: 1. Residents appreciate a high quality of life and strong sense of community. a. 91% would recommend living in Shakopee to someone who asks, and 87% planned to remain in Shakopee for the next five years. 180 b. 56% gave positive ratings for their sense of civic/community pride, which was a significant increase from the last survey cycle. c. Residents' connection and engagement with their community also increased significantly from 49% to 59% favorable. 2. Economic Health and employment opportunities have grown. a. 69% rated working in Shakopee as excellent or good. b. Employment opportunities got a 64% positive rating, which is both a 10 -point increase from our 2023 survey, and higher than the national average. c. Ratings related to cost of living had a 49% favorable rating, which is also a significant increase from 2023 and higher than the national benchmarks. 3. Governance shows significant improvement since 2023. a. Overall customer service by city employees received an 85% favorable rating. b. The job Shakopee government does at welcoming resident involvement received a 67% favorable rating, which is a 10 -point increase from 2023. c. The overall confidence in Shakopee government received a 62% favorable response, which is a 10 -point increase from last survey cycle. 4. Diversity, inclusion, and resident engagement are highly valued. a. Making all residents feel welcome rose by 12 points to 77% favorable. b. Ratings related to valuing/respecting residents from diverse backgrounds increased from 67% to 74% in 2025. 5. Residents feel safe across the community. a. The overall feeling of safety in our community is generally strong, and there were several specific items that saw significant increases since the 2023 survey: feeling safe from property crime, police/sheriff services, crime prevention, and animal control. b. Ratings for feeling safe from fire, flood, or other natural disasters were also higher than the national benchmarks. c. Emergency preparedness also saw a significant increase with 75% of residents now rating that area favorably. In addition to the standard questions that measure against national benchmarks, the city typically includes custom questions on a timely project or topic. In 2025 Shakopee asked questions relating to public safety and communications. • When asked about response times in relation to cost for emergency services, the community strongly supported (88%) maintaining response times and costs, opposed (70%) longer response times at lower costs, and favored (51 %) the city striving to shorten response times even if it came with a property tax increase. In the open participation survey those same response categories were 87% support of maintaining current times and costs, 83% opposing longer times at lower costs, and 53% supporting striving to shorten times even if it comes with an increased cost. • When it came to how much residents may support or oppose property tax increases for increased roadway improvements and/or improvements to public safety 181 facilities, vehicles, and equipment, the greatest level of support (76%) was for a $24 annual/$2 monthly increase per $100,000 in property/home value. That support was greater than the highest level of opposition (73%) at a $96 annual/$8 monthly increase per $100,000 in value. Those values were 77% and 78% respectively in the open participation survey. • When it comes to obtaining city information, the city's website is the most significant source of news and information (90%), social media channels are next (78%), followed by other direct mailers and local media outlets (both 70%). The City website (90%) and social media channels (86%) were also the largest sources of information in the open participation group. Recommendation: N/A Budget Impact: N/A Attachments: Shakopee by the Numbers - 2025 Community Survey Flyer The NCS Report - Shakopee, MN 2025 182 Shakopee by the Numbers ya r Based on the City of Shakopee 2025 Community Survey, these results reflect how residents experience life in our community. To explore the full survey and compare results to past years and national benchmarks, visit ShakopeeMN.gov/citysurvey. *tilt *tilt RESIDENTS LOVE SHAKOPEE 91% of residents stated they would recommend Shakopee as a place to live. OUR ECONOMY IS RESILIENT Residents ranked Shakopee higher than the national average for economic health and employment opportunities. Police Services 86% good or excellent Fire Services 87% good or excellent 12% increase in approval of local business variety 1. 10% increase in quality of employment opportunities 1. 8% increase in rating cost of living as good or excellent SHAKOPEE IS A SAFE COMMUNITY 92% of residents said they feel safe in their neighborhoods, with 82% reporting an overall sense of safety in Shakopee. 183 *II) A **Wit in OUR CITY IS WELL DESIGNED 7 in 10 rated the overall design and layout of residential and commercial areas in Shakopee as excellent or good, with 86% rating their neighborhood as such. GOVERNANCE: TRUST IS RISING Significant improvement since 2023, even as national trends decline. Residents are experiencing stronger service and greater trust in our local Shakopee government. Sidewalk Upkeep: + 10% Traffic Enforcement: + 7% Street Repair: + 5% Snow Removal: + 9% Customer service delivered by City employees: + 8% Being open and transparent to the public: + 10% Confidence in your City I government: + 10% STREET SERVICES ARE TOP NOTCH The City's efforts to increase the ease of mobility throughout the community earned high marks. Street repair and street cleaning both exceeded national scores. SHAKOPEE FEELS LIKE HOME More residents feel welcome in Shakopee than ever before, up 12% since 2023, and 87% say they are likely to call it home for at least the next five years. Rated Above National Benchmarks: Well -planned residential growth Variety of housing options Availability of affordable, quality housing To explore the full survey and compare local results to national benchmarks, visit ShakopeeMN.gov/citysurvey. SHAKOPEE INNOVATING. ENTERTAINING_ THRIVING. 184 Tm THE N CS THE NATIONAL COMMUNITY SURVEY" Shakopee, MN The National Community Survey Report of Results 2025 Report by: �.= National Research Center POWERED BY POLCO 0 Polco Visit us online! www.polco.us Charter Members AAP R. Transparency Initiative National Research Center at Polco is a charter member of the AAPOR Transparency Initiative, providing clear disclosure of our sound and ethical survey research practices. 185 Table of Contents AboutTheNCSTM 1 - Purpose of the Survey - How Results Are Reported - Comparisons to Benchmarks - Trends Over Time Methods 3 - Selecting the Survey Recipients - Conducting the Survey - Analyzing the Data - Contact Information - Study Limitations - Survey Validity Key Findings 6 - Community Strengths - Focus Areas - Other Notable Results - Areas of Greatest Change Facets of Livability 8 - Overview and Gap Analysis - Quality and Importance Ratings Quality of Life Governance Economy Mobility Community Design Utilities Safety Natural Environment Parks and Recreation Health and Wellness Education, Arts, and Culture Inclusivity and Engagement Custom Questions Copy of Survey Instrument 9 10 12 14 16 18 19 21 22 23 24 25 27 30 186 About The NCSTM The National Community SurveyTM (The NCSTM) report is about the "livability" of Shakopee. A livable community is a place that is not simply habitable, but that is desirable. It is not only where people do live, but where they want to live. The NCS was developed by the experts from National Research Center at Polco in partnership with the International City/County Management Association (ICMA) and has been administered in hundreds of communities across the United States. Great communities are partnerships of the government, private sector, community -based organizations and residents, all geographically connected. The NCS focuses on the livability of Shakopee by categorizing survey questions into the ten main "facets" of community livability shown below, in addition to ratings for quality of life and local governance. These facets have been identified through years of extensive survey research as those that are most impactful to residents' quality of life. • Economy • Mobility • Community Design • Utilities • Safety • Natural Environment • Parks and Recreation • Health and Wellness • Education, Arts, and Culture .. 01* Polco THE NATIONAL COMM U NIY SURVEY - The report provides the opinions of a representative sample of 407 residents of the City of Shakopee collected from October 2nd, 2025 to November 13th, 2025. The margin of error around any reported percentage is 4.9% for all respondents. Survey results were weighted so that the demographic profile of respondents was representative of the demographic profile of adults in Shakopee. Reporting Results For the most part, the percentages presented in this report represent the "percent positive." Most commonly, the percent positive is the combination of the top two most positive response options (excellent/good, very safe/somewhat safe, etc.). On many of the questions in the survey, respondents may answer "don't know." The proportion of respondents giving a "don't know" response is shown in the full set of responses included in the "Complete Data" section; however, these responses have been removed from the analyses presented in the main body of the report. Therefore, the tables and graphs display the responses from respondents who had an opinion about a specific item. Benchmark Comparisons Polco's database of comparative resident opinion is comprised of resident perspectives gathered in surveys from over 400 communities whose residents evaluated the same kinds of topics on The NCS. The comparison evaluations include surveys from the past five years. If a jurisdiction has conducted multiple efforts in the past five years, only the most recent survey is included in the benchmark database. Polco adds the latest results quickly upon survey completion, keeping the benchmark data fresh and relevant. The communities in the database represent a wide geographic and population range. In each tab, Shakopee's results are noted as being "higher" than the benchmark, "lower" than the benchmark, or "similar" to the benchmark, meaning that the average rating given by Shakopee residents. Being rated as "higher" or "lower" than the benchmark means that Shakopee's average rating for a particular item was more than 10 points different than the benchmark. If a rating was "much higher" or "much lower," then Shakopee's average rating was more than 20 points different when compared to the benchmark. 187 In addition to these national benchmarks, comparisons were also made to a smaller cohort of communities that align more closely to the demographics in Shakopee. This cohort included Bloomington, Cottage Grove, Eagan, Eden Prairie, Edina, Faribault, Hastings, Lakeville, Mankato, Maple Grove, Maplewood, New Brighton, Oakdale, Prior Lake, Ramsey, Richfield, Rosemount, Savage, Shoreview, West St. Paul and Woodbury. Comparisons to these communities can be found throughout the report and in the Custom Benchmarks tab. Trends over time Trend data for Shakopee represent important comparison data and should be examined for improvements or declines.' Deviations from stable trends over time represent opportunities for understanding how local policies, programs, or public information may have affected residents' opinions. Changes between survey years have been noted with an arrow and the percent difference. If the difference is greater than 6.9 percentage points between the 2023 and 2025 surveys, the change is statistically significant. 1. In 2020, The NCS survey was updated to include new and refreshed items. Consequently, some of the trends may be impacted due to wording modifications that could have potentially altered the meaning of the item for the respondent. 2 188 Methods Selecting Survey Recipients All households within the City of Shakopee were eligible to participate in the survey. A list of all households within the zip codes serving Shakopee was purchased from Polco's mailing vendor, based on updated listings from the United States Postal Service. Since some of the zip codes that serve Shakopee households may also serve addresses that lie outside of the community, the exact geographic location of each housing unit was compared to community boundaries using the most current municipal boundary file. Addresses located outside of Shakopee boundaries were removed from the list of potential households to survey. From that list, addresses were randomly selected as survey recipients, with multi -family housing units sampled at a rate of 5:3 compared to single family housing units. Conducting the Random Sample Survey The 3000 randomly selected households received mailings beginning on October 2nd, 2025 and data collection for the survey remained open for six weeks. The first mailing was a postcard inviting the household to participate in the survey online. The next mailing contained a cover letter with instructions, the survey questionnaire, and a postage - paid return envelope. All mailings included a web link to give residents the opportunity to respond to the survey online, as well as QR codes to further encourage participation. About 0.43% of the 3000 mailed invitations were returned because the household address was vacant or the postal service was unable to deliver the survey as addressed. Of the remaining 2987 households that received the invitations to participate, 407 completed the survey, providing an overall response rate of 14%.The response rate was calculated using AAPOR's response rate #2 for mailed surveys of unnamed persons. It is customary to describe the precision of estimates by a "level of confidence" and accompanying "confidence interval" (or margin of error). A traditional level of confidence, and the one used here, is 95%. The 95% confidence interval quantifies the sampling error or imprecision of the survey results based on the total number of responses received. This is because some residents' opinions are relied on to estimate all residents' opinions. The margin of error for the City of Shakopee survey is no greater than plus or minus 4.9 percentage points around any given percent reported for all respondents (407 completed surveys). Conducting the Open Participation Survey In addition to the randomly selected "probability sample" of households, a link to an online open -participation survey was publicized by the City of Shakopee. The open -participation survey was identical to the random sample survey, with two small updates; it asked a question to confirm the respondent was a resident of Shakopee and also a question about where they heard about the survey. The open -participation survey was open to all city residents and became available on October 30th, 2025. The survey remained open for two weeks and 123 responses were received. The data presented in the following report excludes the open participation survey data, but the online report includes a tab which provides the complete open participation results. Analyzing the Data Responses from mailed surveys were entered into an electronic dataset using a "key and verify" method, where all responses are entered twice and compared to each other. Any discrepancies were resolved in comparison to the original survey form. Range checks as well as other forms of quality control were also performed. Responses from surveys completed on Polco were downloaded and merged with the mailed survey responses. The survey datasets were analyzed using all or some of a combination of the Statistical Package for the Social Sciences (SPSS), R, Python, and Tableau. The demographics of the survey respondents were compared to those found in the 2020 Census and 2023 American Community Survey estimates for adults in the City of Shakopee. The primary objective of weighting survey data is to make the survey respondents reflective of the larger population of the community. The characteristics used for weighting were age, sex, race, Hispanic origin, housing type, and housing tenure. No 3 189 adjustments were made for design effects. Weights were calculated using an iterative, multiplicative raking model known as the ANES Weighting Algorithm.2 The results of the weighting scheme for the probability sample are presented in the following table. Polco aligns demographic labels with those used by the U.S. Census for reporting purposes, when possible. Some categories (age, race/Hispanic origin, housing type, and length of residency) are combined into smaller subgroups. Unweighted Weighted Target 4 Age 18-34 9% 31% 31% 35-54 33% 45% 44% 55+ 58% 24% 26% Hispanic origin No 95% 92% 92% Yes 5% 8% 8% Housing tenure Own 97% 83% 77% Rent 3% 17% 23% Housing type Attached 22% 38% 38% Detached 78% 62% 62% Race & Hispanic . ong. in Not white alone White alone, not Hispanic or Latino 10% 90% 34% 66% 33% 67% Sex Man 42% 48% 48% Woman 58% 52% 52% Sex/age Man 18-34 3% 14% 15% Man 35-54 14% 22% 21% Man 55+ 26% 11% 12% Woman 18-34 6% 16% 16% Woman 35-54 19% 23% 23% Woman 55+ 32% 13% 13% Study Limitations All public opinion research is subject to unmeasured error. While the methodologies employed for this survey were designed to minimize this error as much as possible, these other sources of potential error should be acknowledged, and can include non -response error, coverage error, recall bias and social desirability bias. Non -response error arises when those who were selected to participate in the survey did not do so, and may4have 190 different opinions or experiences that survey responders. For general resident surveys, where the results are meant to be generalized to the entire adult population living in households, the mailing lists based on the Delivery Sequence File from the United States Post Office may exclude certain types of housing units, such as those in multi -family buildings where mail is addressed to a named resident at the address rather than to a specific unit or where residents only receive their mail at a post office box and the geographic location of a residence cannot be determined, there may be a coverage error, although for most locations, this is minimal. Respondents may not perfectly remember their experiences in the past year (such as participation in social or civic events, for example), and for some survey items, they may answer in ways they think cast their responses in a more favorable light (recall bias and social desirability bias). Survey Validity See the Polco Knowledge Base article on survey validity at https://blog.polco.us/polco-knowledgebase/margin-of- error-and-confidence-level-in-survey-results Contact The City of Shakopee funded this research. Please contact Chelsea Petersen of the City of Shakopee at cpetersen@shakopeemn.gov if you have any questions about the survey. 1. See AAPOR's Standard Definitions for more information at https://aapor.org/standards-and-ethics/standard-definitions/ 2. Pasek, J. (2014). ANES Weighting Algorithm. Retrieved from https://surveyinsights.org/wp-content/uploads/2014/07/Full-anesrake-paper.pdf 3. Targets come from the 2020 Census and 2023 American Community Survey 5 191 Key Findings Community Strengths Residents continue to appreciate a high quality of life and strong sense of community. • Most participants positively rated Shakopee as a place to live, with over 8 in 10 sharing a favorable view. • Nearly all respondents indicated they would recommend living in Shakopee to someone who asks (91 %) and planned to remain in the community for the next five years (87%). • Sense of civic/community pride improved, with about 6 in 10 (56%) giving positive ratings, a significant increase from 2023 (49%). • Ratings for residents' connection and engagement with their community also increased significantly since 2023, rising from 49% to 59%. Economic health and employment opportunities have grown. • Ratings for the overall economic health rose sharply (up 10%), with about 8 in 10 (75%) respondents giving positive reviews. • About two-thirds of community members (69%) rated working in Shakopee as excellent or good, also trending upwards since 2023. • Employment opportunities received about 6 in 10 positive ratings (64%), a 10 -point increase since 2023, and higher than the national average. • Cost of living ratings improved (up 8 -percentage points), with about half (49%) responding favorably, which was also higher than the national benchmark. Governance shows significant improvement since 2023. • At a time when trust in governance is wavering nationally, ratings for multiple items related to Shakopee governance have increased including: • Overall customer service by Shakopee employees (85%; an 8 -point increase) • The job Shakopee government does at welcoming resident involvement (67%; a 10 -point increase) • Overall confidence in Shakopee government (62%; a 10 -point increase) • Being honest (63%; an 11 -point increase) Diversity, inclusion, and resident engagement are highly valued. • Many respondents felt the City was attracting people from diverse backgrounds, with 8 in 10 rating this item positively, a notable increase since 2023 and higher than both the national and custom benchmarks. • Making all residents feel welcome climbed by 12 points to 77% positive as compared to 2023's rating. • Positive ratings for valuing/respecting residents from diverse backgrounds increased from 67% in 2023 to 74% in 2025. Residents feel safe across the community. • The overall feeling of safety remained strong, with roughly 8 in 10 residents responding positively. • Several items regarding safety have increased significantly since 2023 including: • Feeling safe from property crime (80%) • Police/Sheriff services (86%) • Crime prevention (78%) • Animal control (82%) • Ratings for feeling safe from fire, flood, or other natural disaster were higher than the national benchmark, with 9 in 10 community membi 192 rating it positively. 6 Focus Areas Transportation and mobility may present opportunities for growth. • While most respondents found ease of travel by car positive (88%; higher than the national benchmark), the ease of travel by public transportation declined significantly since 2023 (down 14%), with only about 4 in 10 respondents providing positive ratings. • Relatedly, the quality of bus or transit services significantly declined since 2023 (62% to 45%). Affordability highlights potential areas for improvement. • Availability of affordable quality housing, while higher than the national benchmark, remains relatively low with fewer than half (44%) rating it positively. • Similarly, ratings for the availability of affordable quality childcare/preschool have decreased since 2023, with less than 4 in 10 residents rating it positively Other Notable Results • Most respondents indicated a strong preference for the City to maintain current response times and costs for services regarding public safety (88%), while 70% of residents oppose accepting longer response times at lower costs. • Overall, residents supported minor increases in property/home value taxes to improve city services, with 76% supporting $24 annual/$2 monthly increase per $100,000 in property/home value and 57% supporting $48 annual/$4. monthly increase per $100,000 in property/home value. • When asked about city communication, residents most frequently relied on the city website (58% major source) and City social media (Facebook, Instagram, Linkedln; 44% major source) for information. Areas of Greatest Change Of the 123 evaluative questions included on both the 2023 and 2025 survey iterations, 76 were statistically similar to previous results. Upward trends were seen in 44 items, while 3 ratings decreased since 2023. The most significant of those trends are listed below. Increases • Shakopee open space (+18%) • Animal control (+15%) • Preservation of natural areas (open space, farmlands, and greenbelts; +14%) • Making all residents feel welcome (+12%) Decreases • Bus or transit services (-17%) • Ease of travel by public transportation in Shakopee (-14%) • Availability of affordable quality childcare/preschool (-13%) 7 193 Facets of Livability PvIcv Every jurisdiction must balance limited resources while meeting resident needs and striving to optimize community livability. To this end, it is helpful to know what aspects of the community are most important to residents and which they perceive as being of higher or lower quality. It is especially helpful to know when a facet of livability is considered of high importance but rated as lower quality, as this should be a top priority to address. Quality and Importance by the Numbers The table below shows the proportion of residents who rated the community facets positively for quality and the priority (importance) placed on each. Also displayed is whether local quality ratings were lower, similar, or higher than communities across the country (the national benchmark). Quality % excellent or good 83% 82% 78% 75% 73% 73% 70% 64% 64% 59% Facet of Livability Parks and Recreation Safety Health and Wellness Economy Natural Environment Utilities Community Design Mobility Education, Arts, and Culture Inclusivity and Engagement Importance % essential or very important 76% 94% 75% 94% j83% 92 0 ]79% 67% 68% 168% vs. national benchmark vs. national benchmark Similar ❑ Similar Quality/Importance Gap Analysis The gap analysis chart below shows the same data as above; however, this chart more clearly illustrates the comparative differences in quality and importance ratings for each facet, as well as the absolute ratings for each. Safety Quality Importance 0 82% 94% 0 Economy Quality Importance 0 75% 94% 0 Utilities Quality Importance 073% 092% Natural Environment Quality Importance Community Design Quality Importance 073% 070% 083% O 79% Parks and Recreation Quality Importance 076% 083% Health and Wellness Quality Importance 0 78% O 75% Education, Arts, and Culture Quality Importance 064% 0 68% Inclusivity and Engagement Quality Importance 0 59% 0 68% Mobility Quality Importance 0 64% 067% ❑ Quality ❑ Importance 8 194 The overall quality of life in Shakopee, 2025 Quality of Life Measuring community livability starts with assessing the quality of life of those who live there, and ensuring that the community is attractive, accessible, and welcoming to all. Excellent Good Fair Poor 3% Please rate each of the following aspects of quality of life in Shakopee. (% excellent or good) 2021 2023 2025 25% 21% 51% vs. national vs. custom benchmark8 benchmark9 88%' • • 85% 84% Shakopee as a place to live The overall quality of life 85% 76% 77% Simi- Similar Please indicate how likely or unlikely you are to do each of the following. (% very or somewhat likely) Recommend living in Shakopee to someone who asks 2021 2023 2025 + •91% 87% 89% Similar Similar 79% Remain in Shakopee for the next five years 87% 87% Similar Similar Please rate each of the following in the Shakopee community. (% excellent or good) 2021 2023 2025 Overall image or reputation 62% 63% 71% c,ir�nilar 8. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 9. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the report. If no comparison is available, this is left blank. 9 195 Overall confidence in Shakopee government, 2025 Governance Strong local governments deliver results that meet residents' needs, use resources effectively, and respond to both current and future community priorities. Excellent Good Fair Poor 3 Please rate the quality of each of the following services in Shakopee. (% excellent or good) Public information services Overall customer service by Shakopee employees 2021 2023 2025 73% 70% 64% 84% o • 85% 77/0 1' 15% 13% 47% 25% vs. national vs. custom benchmark10 benchmark" Please rate the following categories of Shakopee government performance. (% excellent or good) 2021 2023 2025 The value of services for the taxes paid to Shakopee • 56% 54% Dil nildi oil iiilar The overall direction that Shakopee is taking 59% 55% 63% Similar Similar 67% The job Shakopee government does at o 57% welcoming resident involvement 50/° Similar Similar 62% Overall confidence in Shakopee government 49% 52% 171 63% Generally acting in the best interest of the 59% 54% community 55% Being honest 52% 63% Similar Similar Similar Similar Simile_ 10 196 Being open and transparent to the public 52% 56% Similar Similar 46% Informing residents about issues facing the community 53% 47% Similar Similar 64% 67% Similar Similar Treating all residents fairly 53% 46% 74% Treating residents with respect 72% 63% Simif Please indicate whether or not you have done each of the following in the last 12 months. (% yes) Attended a local public meeting 2021 2023 2025 13% 19% 12% Contacted Shakopee elected officials to 18% 10% express your opinion 11% • '41% Contacted the City of Shakopee for help or 38% 37% information Watched a local public meeting 20% 20% 14% Lower Similar Overall, how would you rate the quality of the services provided by each of the following? (% excellent or good) The City of Shakopee 2021 2023 2025 76% 69% 68% Similar The Federal Government 40% 37% 35% �r Filar Similar 10. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 11. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the report. If no comparison is available, this is left blank. 11 197 Overall economic health of Shakopee, 2025 Economy Local governments work together with private and nonprofit businesses, and with the community at large, to foster sustainable growth, create jobs, and promote a thriving local economy. Excellent Good Fair Poor • 4% 16% 20% Please rate each of the following characteristics as they relate to Shakopee as a whole. (% excellent or good) Overall economic health 2021 2023 2025 69%• 75% 65% 59% vs. national vs. custom benchmark12 benchmark13 3imila Please rate each of the following aspects of quality of life in Shakopee. (% excellent or good) Shakopee as a place to work 2021 2023 2025 74% • 69% o Similar 60/0 71% 76% 79% Higher Shakopee as a place to visit Please rate the quality of each of the following services in Shakopee. (% excellent or good) 2021 2023 2025 Economic development 66%' 620 •68% /o Please rate each of the following in the Shakopee community. (% excellent or good) Overall quality of business and service establishments 2021 77% 2023 2025 '72% 69% Similar Similar 12 198 67% 57% Variety of business and service establishments 55% Vibrancy of downtown/commercial area 46% 59% X58% Employment opportunities Shopping opportunities Cost of living 58% 54% 64% 49%. _ 47% X46% 53% 41% 49% il Higher Similar Similar Higher What impact, if any, do you think the economy will have on your family income in the next 6 months? Do you think the impact will be: (% very or somewhat positive) 2021 2023 2025 37% What impact, if any, do you think the economy will have on your family income in the next 6 months? 23% 12. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 13. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the report. If no comparison is available, this is left blank. 13 199 Overall quality of the transportation system in Shakopee, 2025 Mobility The ability of residents to move about their community with ease plays an important role in the overall quality of life for everyone who lives, works, and spends time there. Excellent Good Fair Poor in 9% 15% 27% Please rate each of the following characteristics as they relate to Shakopee as a whole. (% excellent or good) Overall quality of the transportation system 2021 2023 2025 62%• �• 64% 65% 48% vs. national vs. custom benchmark14 benchmark15 Simifr Please also rate each of the following in the Shakopee community. (% excellent or good) Traffic flow on major streets Ease of public parking 2021 78%•- 2023 66% 77%• _ • _ 71% 2025 —•63% • 72% Higher 92% Ease of travel by car 87% • 88% Higher Simile Ease of travel by public transportation Ease of travel by bicycle Ease of walking 52% 47% 38% Similar Similar 72%. • • 70% 63% Higher 78%' • • 74% 77% Please indicate whether or not you have done each of the following in the last 12 months. (% yes) 14 200 2021 2023 2025 Used public transportation instead of driving 5% 21% •21% Carpooled with other adults or children instead of driving alone Walked or biked instead of driving Please rate the quality of each of the following services in Shakopee. (% excellent or good) 47% 35% 43% Similar Similar Similar Similar 59% ° 62% Similar Similar Traffic enforcement Traffic signal timing Street repair Street cleaning Street lighting Snow removal Sidewalk maintenance Bus or transit services 2021 70%• 2023 2025 • 67% • 60% 63%' _ • •61% 57% 59%. _ 62% • 67% 82%* _ • 77% •81% Similar Similar Similar Similar Higher Similar Higher Similar 75%• _ • 69% • 74% 75%. • 73% • 82% 75%. • 73% • 63% Similar Similar Similar Similar Similar Similar 58% 62% 45% Similar Similt., 14. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 15. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the report. If no comparison is available, this is left blank. 15 201 Overall design or layout of Shakopee's residential and commercial areas, 2025 Community Design A well -designed community enhances the quality of life for its residents by encouraging smart land use and zoning, ensuring that affordable housing is accessible to all, and supporting development that suits residents' needs. Excellent 19% Good Fair Poor 8% 22% Please rate each of the following characteristics as they relate to Shakopee as a whole. e/0 excellent or good) 2021 2023 2025 65%• 70% Overall design or layout of residential and 59% commercial areas 51% vs. national vs. custom benchmark's benchmark" Simile - Please rate each of the following aspects of quality of life in Shakopee. (% excellent or good) Your neighborhood as a place to live 2021 2023 2025 83%• • • 86% Similar Similar 79% Please also rate each of the following in the Shakopee community. (% excellent or good) Well -planned residential growth Well -planned commercial growth 2021 2023 2025 59%• • • 59% Higher Similar 58% 59% 58% 53% Simil Similar Well -designed neighborhoods 66%• • 66% 62% Similar Preservation of the historical or cultural character of the community 67%, • 66% Similar Simi 65% 16 202 62%. _ Public places where people want to spend time • 58% •62% Variety of housing options Availability of affordable quality housing Overall quality of new development Overall appearance 68% 57% 61% Higher imiia 54% 67% 37% 54% 44% 61% Higher Similar Similar Similar 72%' 74% 66% Similar Similar Please rate the quality of each of the following services in Shakopee. (% excellent or good) Land use, planning and zoning 2021 51% 2023 2025 59% 54% Similar Similar 53% Code enforcement 50% 41% Similar Simi 16. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 17. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the report. If no comparison is available, this is left blank. 17 203 Overall quality of the utility infrastructure in Shakopee, 2025 Utilities Access to essential services like water, gas, electricity, and internet is crucial for safeguarding the physical health, economic stability, and overall well-being of the communities they support. Excellent Good Fair Poor mil 19% 6% 711 22% AIM 54% Please rate each of the following characteristics as they relate to Shakopee as a whole. C/0 excellent or good) vs. national vs. custom 2021 2023 2025 benchmark's benchmark's Overall quality of the utility infrastructure 73%' • •73% Similar Similar 71% Please rate the quality of each of the following services in Shakopee. (% excellent or good) 2021 2023 2025 Affordable high-speed internet access 50% 52% 58% Similar Similar 79% Garbage collection 71% 84% Similar Similar Drinking water Sewer services 62% 60%' •59% Similar Similar 83%' _ • •79% Similar Similar 78% Storm water management Power (electric and/or gas) utility 85%' _ • 78% '84% Similar Similar 82%6 _ • •79% Similar Similar 76% 73% Utility billing 65% 64% Similar Sir, 18. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 19. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the report. If no comparison is available, this is left blank. 18 204 Overall feeling of safety in Shakopee, 2025 Safety Public safety is one of the most important responsibilities of local governments, as every resident deserves to feel safe and secure both in their neighborhoods and across the wider community. The provision of strong, reliable safety services is essential to ensuring a high quality of life. Excellent Good Fair Poor 5% 13% 26% Please rate each of the following characteristics as they relate to Shakopee as a whole. (% excellent or good) 2021 2023 2025 56% vs. national vs. custom benchmark20 benchmark21 78%. • • 82% 77% Overall feeling of safety Please rate how safe or unsafe you feel: (% very or somewhat safe) In your neighborhood during the day 2021 2023 2025 94%. • • 92% Similar Similar 91% In Shakopee's downtown/commercial area during the day 93%. •90% 92% Similar Similar From property crime From violent crime From fire, flood, or other natural disaster 72% 80% 72% Similar Similar 81%. _ • •83% 87% Ski mai 89%. _ 88% •91% Higher 19 205 Please rate the quality of each of the following services in Shakopee. (% excellent or good) 2021 2023 2025 Police/Sheriff services 8 •78% 0%• • Similar Similar Crime prevention 71% 88%• • 86% 78% �! Similar Siri mai 82% Animal control 66% •82% 93%' • Ambulance or emergency medical 85% services •91% Similar Similar Similar Similar Fire services Fire prevention and education Emergency preparedness 93%. _ • •87% 87% Similar Similar 86%• • •81% 75% Sir 81%• 76% 65% 20. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 21. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the report. If no comparison is available, this is left blank. 20 206 Overall quality of natural environment in Shakopee, 2025 Natural Environment The natural spaces in which residents live and experience their communities has a direct and profound effect on quality of life. The natural environment plays a vital role in the health and well-being of residents. Excellent Good Fair Poor 6% 21% Please rate each of the following characteristics as they relate to Shakopee as a whole. (`)/0 excellent or good) Overall quality of natural environment 2021 2023 2025 76%' • • 73% 76% 31% 43% vs. national vs. custom benchmark22 benchmark23 Please also rate each of the following in the Shakopee community. (% excellent or good) Cleanliness Water resources Air quality 2021 2023 2025 73/0 ° Similar 73/0 0 84%o 66%.•• 64% Similar Similar 55% 85% 74% Similar Similar 72% Please rate the quality of each of the following services in Shakopee. (% excellent or good) Preservation of natural areas Shakopee open space Recycling Yard waste pick-up 2021 2023 2025 63% 68% 54% 64% 70% 52% 71%' • •70% 67% 66%. • • 71% 65% Similar 22. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 23. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the repor.. 21 207 Overall quality of parks and recreation opportunities, 2025 Parks and Recreation "There are no communities that pride themselves on their quality of life, promote themselves as a desirable location for businesses to relocate, or maintain that they are environmental stewards of their natural resources, without such communities having a robust, active system of parks and recreation programs for public use and enjoyment." - National Recreation and Park Association Excellent 29% Good Fair Poor mh. 12% 16% Please rate each of the following characteristics as they relate to Shakopee as a whole. (% excellent or good) 2021 2023 2025 54% vs. national vs. custom benchmark24 benchmark25 Overall quality ofparks and recreation 78%� • � 83% 80% opportunities Please also rate each of the following in the Shakopee community. (% excellent or good) 2021 2023 2025 86% 77`)/0 74% irrNlar ��rilar Availability of paths and walking trails � 73%.0 • 77% Similar Similar Fitness opportunities 69% 74%. o •70% Similar Similar Recreational opportunities 73% Please rate the quality of each of the following services in Shakopee. (% excellent or good) 2021 2023 2025 82%' • •77%Similar City parks 74% , 75o 0 • •67% Similar Similar Recreation programs or classes 70% 76% X79% Similar Similar Recreation centers or facilities 74% 24. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 25. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the repor.. 22 208 Overall health and wellness opportunities in Shakopee, 2025 Health and Wellness The features and amenities of a community directly influence residents' health and well-being, shaping their overall quality of life. Excellent Good Fair Poor 8% 20% 14% Please rate each of the following characteristics as they relate to Shakopee as a whole. (% excellent or good) Overall health and wellness opport.. 2021 79%' 2023 2025 69% e 78% 58% vs. national vs. custom benchmark26 benchmark' Please also rate each of the following in the Shakopee community. (% excellent or good) 2021 2023 2025 76% 68% Similar Availability of affordable quality food 61% 77%' • • 72% Higher Similar Availability of affordable quality health 69% care 82% 74% Higher Similar Availability of preventive health 72% services Availability of affordable quality mental health care 60% 54% 51% Please rate the quality of each of the following services in Shakopee. (% excellent or good) Health services 2021 2023 2025 83%' • • 77% 75% Please rate your overall health. (% excellent or very good) Please rate your overall health. 2021 2023 2025 76% . • • 76% 71% 26. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 23 27. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the report. If no comparison is available, this is left blank. Overall opportunities for education, culture and the arts, 2025 Education, Arts, and Culture Participation in the arts, in educational opportunities, and in cultural activities is linked to increased civic engagement, greater social tolerance, and enhanced enjoyment of the local community. ExcellentIL 16% Good il 47% Fair 29% PoorII 8% Please rate each of the following characteristics as they relate to Shakopee as a whole. (% excellent or good) vs. national vs. custom benchmark26 benchmark' Overall opportunities for education, 2021 52% 2023 2025 64% 54% culture, and the arts 11 Please also rate each of the following in the Shakopee community. (% excellent or good) 2021 Opportunities to attend 45% cultural/arts/music activities Community support for the arts 47% Availability of affordable quality 59% childcare/preschool 58% K-12 education 2023 2025 62% 57% 57% 49% 11 52% 39% 73% 68% 61%. 65% • •61% Adult educational opportunities 76% Opportunities to attend special 56% events and festivals 69% Please rate the quality of each of the following services in Shakopee. (% excellent or good) Public library services 2021 2023 2025 84%. • • 89% 83% 28. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 24 210 29. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the report. If no comparison is available, this is left blank. Residents' connection and engagement with their community, 2025 Inclusivity and Engagement Inclusivity refers to a cultural and environmental feeling of belonging; residents who feel invited to participate within their communities feel more included, involved, and engaged. Excellent Good 1 10% Fair 32% Poor 9% Please rate each of the following characteristics as they relate to Shakopee as a whole. (% excellent or good) Residents' connection and engagement with their community 2021 51% 2023 2025 59% 49% 48% vs. national vs. custom benchmark30 benchmark31 Please rate each of the following aspects of quality of life in Shakopee. (% excellent or good) Shakopee as a place to raise children 2021 2023 2025 80%. • •83% Similar Similar 78% Shakopee as a place to retire 52% 58% Sense of community 57%. • _ 54% 63% 62% Similar Similar Similar Similar Please rate the job you feel the Shakopee community does at each of the following. (% excellent or good) Making all residents feel welcome 2021 68% 2023 65% 75% Attracting people from diverse backgrounds 71% 2025 —'77% 4.71 80% 471 Similar Higher Higher 25 211 Valuing/respecting residents from diverse backgrounds 72%. • • 74% 67% 66% •61% Taking care of vulnerable residents 57% Similar Similar Please also rate each of the following in the Shakopee community. (% excellent or good) Sense of civic/community pride Neighborliness of residents Opportunities to participate in social events and activities 2021 2023 2025 56% 50% 49% 61%' • •61% 58% Similar Similar Similar Similar 56% 63% 64% Similar 62%. _ Opportunities to volunteer 68% • •63% Similar Opportunities to participate in community matters 58%• _ 62% • •58% Similar Similar Openness and acceptance of the community toward people of diverse backgrounds 62%. _ • _ 64% •62% Similar Please indicate whether or not you have done each of the following in the last 12 months. r/0 yes) 2021 2023 2025 Campaigned or advocated for a local issue, cause, or candidate 13%' 14°/0e. 8% 30. Comparison to the national benchmark is shown. If no comparison is available, this is left blank. 31. Comparison to the custom benchmark is shown. A description of the custom benchmark cohort can be found in the About section of the report. If no comparison is available, this is left blank. 26 212 Custom Questions Below are the complete set of responses to each custom question on the survey. By default, "don't know" responses are excluded. Include "don't know" Yes Please indicate to The City should Strongly support what degree you maintain current would support or response times and Somewhat support oppose each of the costs following Somewhat oppose approaches to the rising costs related to public safety (police and fire). The City should accept longer response times at lower costs Strongly oppose Don't know Strongly support Somewhat support Somewhat oppose Strongly oppose Don't know The City should Strongly support strive to shorten response times, Somewhat support even if that requires Somewhat oppose Strongly oppose Don't know Strongly support Somewhat support Somewhat oppose Strongly oppose Strongly support Somewhat support Somewhat oppose Strongly oppose an increase to property taxes How much you would support or oppose each of the following property tax increases that would allow for ncreased roadway improvements and/or improvements to public safety facilities, vehicles, and equipment? $24 annual/$2 monthly increase per $100,000 in property/home value $48 annual/$4 monthly increase per $100,000 in property/home value • I I I I I • I I I $72 annual/$6 monthly Strongly support increase per $100,000 in property/home value Somewhat support I 7 65% 23% 2% 3% 7% 11% 12% 20% 50% 5% 17% 34% 26% 15% 7% 39% 37% 11% 13% 24% 33% 20% 23% 8% 25% 27 213 $96 annual/$8 monthly increase per $100,000 in property/home value Please indicate City website how much of a source, if at all, you consider each of the following to be for obtaining& nbsp;information about the City government and its Local media outlets activities, events (e.g., newspapers, and services television) Government access channel Shakopee Snapshot City Council or other public meetings Somewhat oppose Strongly oppose Strongly support Somewhat support Somewhat oppose Strongly oppose Major source Minor source Wish it was a source Not a source Major source Minor source Wish it was a source Not a source Major source Minor source Wish it was a source Not a source Major source Minor source Wish it was a source Not a source Major source Minor source Wish it was a source Not a source 1 • ■ ■ ■ ■ ■ i ■ ■ ■ i Talking directly with Major source City officials and/or staff Minor source • 25% 42% 10% 17% 13% 60% 58% 32% 2% 7% 19% 51% 12% 19% 11% 29% 6% 55% 18% 38% 6% 39% 28% 38% 6% 28% 18% 36% 28 214 Wish it was a source Not a source I City social media Major source (Facebook, Instagram, Minor source Linkedln) Wish it was a source Not a source I • City videos Major source (YouTube or other city outlets) Minor source Wish it was a source Not a source Word of mouth Major source Minor source Wish it was a source Not a source I Utility bill stuffers or Major source other direct mailers Minor source Wish it was a source Not a source I 10% 36% 44% 34% 5% 17% 21% 41% 5% 33% 26% 35% 10% 29% 27% 43% 4% 26% 29 215 The City of Shakopee 2025 Community Survey Please complete this survey if you are an adult (age 18 or older). Your responses are confidential and no identifying information will be shared. 1. Please rate each of the following aspects of quality of life in Shakopee. Excellent Good Fair Poor Don't know Shakopee as a place to live 1 2 3 4 5 Your neighborhood as a place to live 1 2 3 4 5 Shakopee as a place to raise children 1 2 3 4 5 Shakopee as a place to work 1 2 3 4 5 Shakopee as a place to visit 1 2 3 4 5 Shakopee as a place to retire 1 2 3 4 5 The overall quality of life in Shakopee 1 2 3 4 5 Sense of community 1 2 3 4 5 2. Please rate each of the following characteristics as they relate to Shakopee as a whole. Excellent Good Fair Poor Don't know Overall economic health of Shakopee 1 2 3 4 5 Overall quality of the transportation system (auto, bicycle, foot, bus) in Shakopee 1 2 3 4 5 Overall design or layout of Shakopee's residential and commercial areas (e.g., homes, buildings, streets, parks, etc.) 1 2 3 4 5 Overall quality of the utility infrastructure in Shakopee (water, sewer, storm water, electric/gas, broadband) 1 2 3 4 5 Overall feeling of safety in Shakopee 1 2 3 4 5 Overall quality of natural environment in Shakopee 1 2 3 4 5 Overall quality of parks and recreation opportunities 1 2 3 4 5 Overall health and wellness opportunities in Shakopee 1 2 3 4 5 Overall opportunities for education, culture, and the arts 1 2 3 4 5 Residents' connection and engagement with their community 1 2 3 4 5 3. Please indicate how likely or unlikely you are to do each of the following. Very Somewhat Somewhat Very Don't likely likely unlikely unlikely know Recommend living in Shakopee to someone who asks 1 2 3 4 5 Remain in Shakopee for the next five years 1 2 3 4 5 4. Please rate how safe or unsafe you feel: Very Somewhat Neither safe Somewhat Very Don't safe safe nor unsafe unsafe unsafe know In your neighborhood during the day 1 2 3 4 5 6 In Shakopee's downtown/commercial area during the day 1 2 3 4 5 6 From property crime 1 2 3 4 5 6 From violent crime 1 2 3 4 5 6 From fire, flood, or other natural disaster 1 2 3 4 5 6 5. Please rate the job you feel the Shakopee community does at each of the following. Excellent Good Fair Poor Don't know Making all residents feel welcome 1 2 3 4 5 Attracting people from diverse backgrounds 1 2 3 4 5 Valuing/respecting residents from diverse backgrounds 1 2 3 4 5 Taking care of vulnerable residents (elderly, disabled, homeless, etc.) 1 2 3 4 5 6. Please rate each of the following in the Shakopee community. Excellent Good Fair Poor Don't know Overall quality of business and service establishments in Shakopee 1 2 3 4 5 Variety of business and service establishments in Shakopee 1 2 3 4 5 Vibrancy of downtown/commercial area 1 2 3 4 5 Employment opportunities 1 2 3 4 5 Shopping opportunities 1 2 3 4 5 Cost of living in Shakopee 1 2 3 4 5 Overall image or reputation of Shakopee 1 2 3 4 5 30 Page 1 of 5 216 THE NCSM The National Community Survey'' 7. Please also rate each of the following in the Shakopee community. Excellent Good Fair Poor Don't know Traffic flow on major streets 1 2 3 4 5 Ease of public parking 1 2 3 4 5 Ease of travel by car in Shakopee 1 2 3 4 5 Ease of travel by public transportation in Shakopee 1 2 3 4 5 Ease of travel by bicycle in Shakopee 1 2 3 4 5 Ease of walking in Shakopee 1 2 3 4 5 Well -planned residential growth 1 2 3 4 5 Well -planned commercial growth 1 2 3 4 5 Well -designed neighborhoods 1 2 3 4 5 Preservation of the historical or cultural character of the community 1 2 3 4 5 Public places where people want to spend time 1 2 3 4 5 Variety of housing options 1 2 3 4 5 Availability of affordable quality housing 1 2 3 4 5 Overall quality of new development in Shakopee 1 2 3 4 5 Overall appearance of Shakopee 1 2 3 4 5 Cleanliness of Shakopee 1 2 3 4 5 Water resources (beaches, lakes, ponds, riverways, etc.) 1 2 3 4 5 Air quality 1 2 3 4 5 Availability of paths and walking trails 1 2 3 4 5 Fitness opportunities (including exercise classes and paths or trails, etc.)1 2 3 4 5 Recreational opportunities 1 2 3 4 5 Availability of affordable quality food 1 2 3 4 5 Availability of affordable quality health care 1 2 3 4 5 Availability of preventive health services 1 2 3 4 5 Availability of affordable quality mental health care 1 2 3 4 5 Opportunities to attend cultural/arts/music activities 1 2 3 4 5 Community support for the arts 1 2 3 4 5 Availability of affordable quality childcare/preschool 1 2 3 4 5 K-12 education 1 2 3 4 5 Adult educational opportunities 1 2 3 4 5 Sense of civic/community pride 1 2 3 4 5 Neighborliness of residents in Shakopee 1 2 3 4 5 Opportunities to participate in social events and activities 1 2 3 4 5 Opportunities to attend special events and festivals 1 2 3 4 5 Opportunities to volunteer 1 2 3 4 5 Opportunities to participate in community matters 1 2 3 4 5 Openness and acceptance of the community toward people of diverse backgrounds 1 2 3 4 5 8. Please indicate whether or not you have done each of the following in the last 12 months. No Yes Contacted the City of Shakopee (in -person, phone, email, or web) for help or information 1 2 Contacted Shakopee elected officials (in -person, phone, email, or web) to express your opinion 1 2 Attended a local public meeting (of local elected officials like City Council or County Commissioners, advisory boards, town halls, HOA, neighborhood watch, etc.) 1 2 Watched (online or on television) a local public meeting 1 2 Volunteered your time to some group/activity in Shakopee 1 2 Campaigned or advocated for a local issue, cause, or candidate 1 2 Voted in your most recent local election 1 2 Used bus, rail, subway, or other public transportation instead of driving 1 2 Carpooled with other adults or children instead of driving alone 1 2 Walked or biked instead of driving 1 2 31 Page 2of!217 The City of Shakopee 2025 Community Survey 9. Please rate the quality of each of the following services in Shakopee. Excellent Good Fair Poor Don't know Public information services 1 2 3 4 5 Economic development 1 2 3 4 5 Traffic enforcement 1 2 3 4 5 Traffic signal timing 1 2 3 4 5 Street repair 1 2 3 4 5 Street cleaning 1 2 3 4 5 Street lighting 1 2 3 4 5 Snow removal 1 2 3 4 5 Sidewalk maintenance 1 2 3 4 5 Bus or transit services 1 2 3 4 5 Land use, planning, and zoning 1 2 3 4 5 Code enforcement (weeds, abandoned buildings, etc.) 1 2 3 4 5 Affordable high-speed internet access 1 2 3 4 5 Garbage collection 1 2 3 4 5 Drinking water 1 2 3 4 5 Sewer services 1 2 3 4 5 Storm water management (storm drainage, dams, levees, etc.) 1 2 3 4 5 Power (electric and/or gas) utility 1 2 3 4 5 Utility billing 1 2 3 4 5 Police/Sheriff services 1 2 3 4 5 Crime prevention 1 2 3 4 5 Animal control 1 2 3 4 5 Ambulance or emergency medical services 1 2 3 4 5 Fire services 1 2 3 4 5 Fire prevention and education 1 2 3 4 5 Emergency preparedness (services that prepare the community for natural disasters or other emergency situations) 1 2 3 4 5 Preservation of natural areas (open space, farmlands, and greenbelts) 1 2 3 4 5 Shakopee open space 1 2 3 4 5 Recycling 1 2 3 4 5 Yard waste pick-up 1 2 3 4 5 City parks 1 2 3 4 5 Recreation programs or classes 1 2 3 4 5 Recreation centers or facilities 1 2 3 4 5 Health services 1 2 3 4 5 Public library services 1 2 3 4 5 Overall customer service by Shakopee employees (police, receptionists, planners, etc.) 1 2 3 4 5 10. Please rate the following categories of Shakopee government performance. Excellent Good Fair Poor Don't know The value of services for the taxes paid to Shakopee 1 2 3 4 5 The overall direction that Shakopee is taking 1 2 3 4 5 The job Shakopee government does at welcoming resident involvement 1 2 3 4 5 Overall confidence in Shakopee government 1 2 3 4 5 Generally acting in the best interest of the community 1 2 3 4 5 Being honest 1 2 3 4 5 Being open and transparent to the public 1 2 3 4 5 Informing residents about issues facing the community 1 2 3 4 5 Treating all residents fairly 1 2 3 4 5 Treating residents with respect 1 2 3 4 5 11. Overall, how would you rate the quality of the services provided by each of the following? Excellent Good Fair Poor Don't know The City of Shakopee 1 2 3 4 5 The Federal Government 1 2 3 4 5 32 Page 3 of 5 218 THE NCSM The National Community Survey'' 12. Please rate how important, if at all, you think it is for the Shakopee community to focus on each of the following in the coming two years. Very Somewhat Not at all Essential important important important Overall economic health of Shakopee 1 2 3 4 Overall quality of the transportation system (auto, bicycle, foot, bus) in Shakopee 1 2 3 4 Overall design or layout of Shakopee's residential and commercial areas (e.g., homes, buildings, streets, parks, etc.) 1 2 3 4 Overall quality of the utility infrastructure in Shakopee (water, sewer, storm water, electric/gas, broadband) 1 2 3 4 Overall feeling of safety in Shakopee 1 2 3 4 Overall quality of natural environment in Shakopee 1 2 3 4 Overall quality of parks and recreation opportunities 1 2 3 4 Overall health and wellness opportunities in Shakopee 1 2 3 4 Overall opportunities for education, culture, and the arts 1 2 3 4 Residents' connection and engagement with their community 1 2 3 4 13. Please indicate to what degree you would support or oppose each of the following approaches to the rising costs related to public safety (police and fire). Strongly Somewhat Somewhat Strongly Don't support support oppose oppose know The City should maintain current response times and costs 1 2 3 4 5 The City should accept longer response times at lower costs 1 2 3 4 5 The City should strive to shorten response times, even if that requires an increase to property taxes 1 2 3 4 5 14. How much you would support or oppose each of the following property tax increases that would allow for increased roadway improvements and/or improvements to public safety facilities, vehicles, and equipment? Strongly Somewhat Somewhat Strongly support support oppose oppose $24 annual/$2 monthly increase per $100,000 in property/home value 1 2 3 4 $48 annual/$4 monthly increase per $100,000 in property/home value 1 2 3 4 -41. $72 annual/$6 monthly increase per $100,000 in property/home value 1 2 3 4 $96 annual/$8 monthly increase per $100,000 in property/home value 1 2 3 4M-711. 15. Please indicate how much of a source, if at all, you consider each of the following to be for obtaining information about the City government and its activities, events and services Major Minor Wish it was Not a source source a source source City website 1 2 3 4 Local media outlets(e.g., newspapers, television) 1 2 3 4 El Government access channel 1 2 3 4 Shakopee Snapshot 1 2 3 41 City Council or other public meetings 1 2 3 4 Talking directly with City officials and/or staff 1 2 3 41 City social media (Facebook, Instagram, LinkedIn) 1 2 3 4 City videos (YouTube or other city outlets) 1 2 3 4 Word of mouth 1 2 3 4 Utility bill stuffers or other direct mailers 1 2 3 j 4 33 Page 4of! 219 The City of Shakopee 2025 Community Survey Our last questions are about you and your household. Again, all of your responses to this survey are confidential and no identifying information will be shared. Dl. In general, how many times do you: Several Once A few times Every Less often Don't times a day a day a week few weeks or never know Access the internet from your home using a computer, laptop, or tablet computer 1 2 3 4 5 6 Access the internet from your cell phone 1 2 3 4 5 6 Visit social media sites such as Facebook, X (formerly Twitter), Nextdoor, etc. Use or check email Share your opinions online Shop online D2. Please rate your overall health. O Excellent 0 Very good 0 Good D3. What impact, if any, do you think the economy Do you think the impact will be: O Very positive 0 Somewhat positive D4. How many years have you lived in Shakopee? O Less than 2 years O 2-5 years O 6-10 years O 11-20 years O More than 20 years D5. Which best describes the building you live in? O Single-family detached home O Townhouse or duplex (may share walls but no units above or below you) O Condominium or apartment (have units above or below you) O Mobile home O Other D6. Do you rent or own your home? O Rent O Own D7. About how much is your monthly housing cost for the place you live (including rent, mortgage payment, property tax, property insurance, and homeowners' association (HOA) fees)? O Less than $300 0 $2,500 to $3,999 O $300 to $599 0 $4,000 to $6,999 O $600 to $999 0 $7,000 to $9,999 O $1,000 to $1,499 0 $10,000 or more O $1,500 to $2,499 D8. Do any children 17 or under live in your household? O No 0 Yes D9. Are you or any other members of your household aged 65 or older? O No 0 Yes Thank you! 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 O Fair 0 Poor will have on your family income in the next 6 months? 0 Neutral 0 Somewhat negative 0 Very negative D10. How much do you anticipate your household's total income before taxes will be for the current year? (Please include in your total income money from all sources for all persons living in your household.) O Less than $25,000 0 $100,000 to $149,999 O $25,000 to $49,999 0 $150,000 to $199,999 O $50,000 to $74,999 0 $200,000 to $299,999 O $75,000 to $99,999 0 $300,000 or more D11. Are you of Hispanic, Latino/a/x, or Spanish origin? O No 0Yes D12. What is your race? (Mark one or more races to indicate what race you consider yourself to be.) ❑ American Indian or Alaskan Native ❑ Asian ❑ Black or African American ❑ Native Hawaiian or Other Pacific Islander ❑ White ❑ A race not listed D13. In which category is your age? O 18-24 years O 25-34 years O 35-44 years O 45-54 years D14. What is your gender? O Woman O Man O Identify in another way 4 go to D14a D14a. If you identify in another way, how would you describe your gender? 0 Agender/I don't identify with any gender O Genderqueer/gender fluid O Non -binary O Transgender man O Transgender woman O Two -spirit O Identify in another way Please return the completed survey in the postage -paid envelope to: National Research Center, Inc., PO Box 14050, Houston, TX 77221-9904 O 55-64 years O 65-74 years O 75 years or older Page 5 of 5 34 220 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 12.a March 3, 2026 City Bill List Becky Smith, Accounting Specialist Action to be considered: Review of City Bill List Motion Type: Informational only Background: The City Bill has been provided to the City Council. Recommendation: Review of City Bill List Budget Impact: N/A Attachments: 221 SHAKOPEE Agenda Item: Prepared by: Reviewed by: Shakopee City Council 12.b March 3, 2026 News and Announcements Rick Parsons Action to be considered: No action, item is informational only. Motion Type: Informational only Background: Announcements and Upcoming Events: • Tree Removal O Tree Removal in Huber Park and along the Minnesota River will begin in the next 1-2 weeks. This is the first step in construction of the Minnesota Riverbank Stabilization Project. The Majority of the trees along the south riverbank extending from the Holmes Street bridge to Market Street will be cut down and removed. The tree removal is necessary to be completed prior to the end of March for the protection of endangered species that may be nesting in the trees. The larger construction project will not begin until later this fall. Please contact the Engineering Department with any questions about the project. • Egg Hunt and Candy Grab O Join the Parks and Recreation Department for the annual Egg Hunt and Candy Grab from 1:00 - 2:30 pm Saturday, March 21, 2026, at Tahpah Park. This event is free and will happen rain, snow, or shine, so please make sure to dress for the weather. Bring a bag or basket for your goodies! Recommendation: Please review the information on upcoming news and announcements. Budget Impact: N/A. Attachments: 222