Economic Development

AGENDA CITY OF WAUPUN ECONOMIC DEVELOPMENT COMMITTEE Waupun City Hall – 201 E. Main Street, Waupun WI Wednesday, February 19, 2025 at 3:00 PM The Waupun Economic Development Committee will meet In-person, virtual, and teleconference. Instructions to join the meeting are provided below: Virtual: https://us02web.zoom.us/j/83531261171?pwd=6uWv0tVpTh242jZJVDTbqhPPtdrokF.1 Meeting ID: 835 3126 1171 Passcode: 487452 Phone: 312 626 6799 US (Chicago) CALL TO ORDER ROLL CALL CONSIDERATION - ACTION CONSIDERATION - ACTION 1. Approve January 27, 2025 Economic Development Committee Minutes 2. Approve January 27, 2025 Economic Development Committee Closed Session Minutes ADJOURN TO CLOSED SESSION The Waupun Common Council will adjourn in closed session under Section 19.85 (1) of the WI Statutes for: (e) Deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session. 3. Proposed Housing Development on Dodge County, Parcels 29213150641006, 29213150641002, 29213150641003, and 29213150641004 4. Possible Land Acquisition Abutting Libby Street 5. Possible Land Acquisition Abutting Edgewood Dr., Meadowview Circle and STH 49 6. Possible Land Acquisition Along Gateway Drive RECONVENE TO OPEN SESSION The Economic Development Committee will reconvene in open session under Section 19.85(2) of the WI Statutes. ACTION FROM CLOSED SESSION DISCUSSION 7. Review Possible Projects for Dodge County Community Development Grant ADVANCED PLANNING ADJOURNMENT Upon reasonable notice, efforts will be made to accommodate disabled individuals through appropriate aids and services. For additional information, contact the City Clerk at 920-324-7915. 1  Item 1. MINUTES CITY OF WAUPUN ECONOMIC DEVELOPMENT Waupun City Hall – 201 E. Main Street, Waupun WI Monday, January 27, 2025 at 3:00 PM Meeting called to order at 3 pm by Chairperson Westphal. Roll call taken. Members present include Westphal, Kaczmarski, Siebers (online), McArthur, Brooks, Mayor Bishop. Also present, Attorney Vande Zande, Administrator Schlieve, Assistant Administrator Langenfeld, Director of Public Works Jeff Daane. No one present for Public Comment. Motion McArthur, second Brooks, to approve Minutes for open and closed session from October 30, 2024 Economic Development Committee meeting. No further discussion. Carried unanimously. Motion Siebers, second Kaczmarski to move into closed session under Section 19.85 (1) of the WI Statutes for: (e) Deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session. Carried unanimously. Motion Siebers, second Brooks to reconvene to open session under Section 19.85(2) of the WI Statutes. Carried unanimously. No action taken from closed session. Motion McArthur, second Kaczmarski to adjourn meeting at 4:30 pm. No further discussion. Carried unanimously. 2 Item 7. 3 Item 7. 4 Item 7. 5 Item 7. 6 Item 7. 7 Item 7. 8 Item 7. 9 Item 7. 10 Item 7. 11 Item 7. 12  Item 7. ESTIMATE OF PROBABLE CONSTRUCTION COST Shaler Drive Extension (Termini to Termini) Estimated Length (feet) = 1800 Estimated Width (feet) = 32 Note: This project includes the extension of an existing public street along Shaler Drive to connect into the two dead ends of the street east of the Bayberry Lane intersection. This estimate includes the installation of storm sewer piping and structures along the new public street. This estimate also includes the installation of the new roadway gravel base, asphalt, and curb (both sides of the street). Assume 80' wide R/W. Assume the new street will be approximately 37' wide from back of curb to back of curb. EST. UNIT ITEM QNTY. UNITS PRICE TOTAL STORM SEWER CONSTRUCTION Storm Inlet (2'x3') 5 Ea. $3,000 $15,000 Storm Manhole (4' I.D.) 3 Ea. $5,000 $15,000 Storm Manhole (5' I.D.) 1 Ea. $6,000 $6,000 Storm Sewer Main (12" RCP) 110 L.F. $70 $7,700 Storm Sewer Main (18" RCP) 440 L.F. $80 $35,200 Storm Sewer Main (24" RCP) 450 L.F. $100 $45,000 Connect to Ex. Storm Manhole 1 Ea. $1,500 $1,500 Trucked-in Trench Backfill 1100 Ton $12 $13,200 Subtotal Storm Sewer Construction $138,600 Contingency (15%) $20,790 Total Storm Sewer Construction $159,390 STREET CONSTRUCTION Mobilization, Bonds, & Insurance 1 L.S. $30,000 $30,000 Traffic Control 1 L.S. $3,000 $3,000 Erosion Control 1 L.S. $6,000 $6,000 Unclassified Excavation & Removals (Street Only) 1 L.S. $80,000 $80,000 Over-Excavation and Sub-Base Repair with Breaker Run 900 C.Y. $35 $31,500 Stabilization Fabric for Sub-Base Repair 8600 S.Y. $4 $34,400 Crushed Breaker Run Base Course (8" Thick) 8600 S.Y. $7 $60,200 Crushed Aggregate Base Course (4" Thick) 8600 S.Y. $6 $51,600 Asphaltic Binder Pavement (3.0" Thick) 7040 S.Y. $12 $84,480 Asphaltic Surface Pavement (2.0" Thick) 7040 S.Y. $10 $70,400 Concrete Curb & Gutter (30") 3600 L.F. $17 $61,200 Restoration and Clean-up 8800 S.Y. $6 $52,800 Subtotal Street Construction $565,580 Contingency (15%) $84,840 Total Street Construction $650,420 Design Engineering (Estimated - 6% of total) $48,590 Construction Engineering (Estimated - 7% of total) $56,690 Total Estimate of Probable Construction Cost $915,090 General Notes: 1. The quantities and prices are the best estimate at this time and should be re-computed after a more detailed engineering study is performed and plans are prepared. The costs associated with administration, financing, inflation (due to delayed project phasing), etc. are not included. All costs are assumed to be 2025 construction costs. 2. The utility pipe sizes and quantities are estimated and will require further study to determine the appropriate sizes, types, and configurations. The cost for site earthwork and grading is estimated and should be re-computed after a more detailed engineering study is performed and plans are prepared. 3. Costs are based upon "normal" construction conditions. There is no allowance for poor sub-soil conditions, poor native backfill conditions, high bedrock, high groundwater, or any other un-foreseen conditions that would require extra effort from the contractor. 4. Costs for engineering are an estimate at this time based on a percentage of the total construction costs. These costs should be re-computed after a more detailed engineering scope/proposal is determined thru consultation with the City. 13 1/23/2025 00212056 Shaler Drive Extension.xls