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Agenda - Council - 05/26/2026
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Agenda - Council - 05/26/2026
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05/26/2026
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IP 27-06 Windemere Woods 1st & 2nd Street Reconstructions <br />This project proposes to reconstruct the streets within the Windemere Woods 1st & 2nd subdivision, generally <br />located north of Bunker Lake Boulevard southeast of Emerald Pond Park. The streets are 31-foot-wide urban <br />section including concrete curb and gutter, municipal sewer and water, and storm sewer. There are approximately <br />0.75 miles of streets in total. Drainage is handled through the gutters to catch basin inlets, which outlet into the <br />existing wetland west of Magnesium Street, north of Bunker Lake Boulevard, and south of Emerald Pond Park. <br />The project is proposed to be a combination of FDR and full reconstruction; the concrete curb and gutter along <br />Magnesium Street is in very poor condition and will all have to be replaced. During project design, staff will <br />review the remaining curb and determine if full replacement is required. The parking lot for Emerald Pond Park is <br />not specifically called out for pavement replacement in the CIP, but because this parking lot serves as the <br />cul-de-sac for the west end of 142nd Avenue, and is in very poor condition, staff is proposing to include it as part <br />of this project. The existing pavement section in this subdivision is below current design standards. This project <br />will require over excavating subsoil material to make space for the thicker proposed pavement section. <br />Municipal utilities exist within this project area. Currently there is a gap in the watermain along Magnesium <br />Street between Bunker Lake Boulevard to approximately 300 feet south of 141 st Lane. There are approximately <br />75 properties on city water is not looped that would benefit from this connection, which is estimated to cost <br />$50,000 to complete. This water connection is not included in the current CIP. <br />CIP level project costs are $757,488 ($658,685 Tax Increment Fund #2, $98,803 Storm Water Utility Funds). <br />IP 27-07 2027 Neighborhood Pavement Overlay Improvements <br />This project proposes to mill and overlay numerous neighborhood street segments across the city, totaling 3.17 <br />miles in length. <br />• Brookfield <br />• Estates of Silver Oaks <br />• Rivers Bend <br />• Rivers Bend 2nd <br />• Rivers Bend Plaza <br />In general, the improvements are proposed to include a 2-inch mill and overlay, with spot curb replacements and <br />ADA pedestrian ramp replacements. <br />CIP level project costs are $1,030,980 ($981,847 Pavement Management Funds, $49,133 Storm Water Utility <br />Funds). <br />IP 27-08 Itasca Heights Street Construction <br />This project proposes to construct (convert existing gravel road section to bituminous pavement) the streets within <br />the Itasca Heights subdivision, generally located on Beatty Avenue and Collins Drive, south of Highway 10. The <br />existing gravel streets total 0.24 miles in length. Drainage is currently handled through swales adjacent to the <br />road, which generally carry stormwater runoff to an existing low area on 9118 Collins Drive, from there southeast <br />through backyards and eventually to the Mississippi River. <br />The new streets are proposed to be constructed to the city's current typical rural street section, 24-foot-wide <br />pavement (3.5-inches bituminous over 6-inches aggregate base), with max 4:1 slope ditches adjacent to the <br />pavement. Rural section streets are also typically built with a 2-foot-wide gravel shoulder. Staff will need to <br />perform extensive storm water review to determine if ponding will be required, and if an outlet to the Mississippi <br />River will be necessary. Staff will need to do some coordination with MnDOT due to the proposed 2027 mill and <br />overlay of Highway 10; which may include obtaining a MnDOT right of way permit for this work. Staff <br />anticipates this project will require a Lower Rum River WMO Permit as well, but this will be determined during <br />design. The existing cul-de-sacs are smaller than standard at approximately 60 feet in diameter. There appears to <br />be sufficient right of way to build cul-de-sacs at or near the city's standard dimension, 100 feet in diameter, <br />however, staff will need to review the topographic survey to determine how the grades will match -in for any <br />
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