Agenda - Council - 05/26/2026 - Laserfiche WebLink

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of adding storm sewer to lower the wetland levels and reduce basement flooding of residences along Gibbon Street. A feasible solution was not found, and subsequent time was spent researching grant opportunities for flood relief. Staff has not received inquiries for assistance from residents in the last several years. At this time no stormwater or soil correction improvements are anticipated for this subdivision, other than replacing existing street crossing culverts. This will be further explored during project design and review of the geotechnical report. The reconstruction is proposed to be an FDR, this will be further explored during project design. Municipal utilities do not exist in the subdivision, which is outside of the 2040 MUSA. CIP level project costs are $803,091 ($698,340 Pavement Management Funds, $104,751 Storm Water Utility Funds). IP 27-04 Hall -Anderson Acres & Oakwood Hills Street Reconstructions This project proposes to reconstruct the streets within the Hall -Anderson Acres (except TH 47 frontage road), Oakwood Hills, and Rambosek Red Oak Estate subdivisions, generally located west of TH 47 to Wolfram Street between 159th Lane and 160th Lane. The streets are 24-foot-wide rural section, totaling 2.25 miles in length. Drainage is handled through street crossing culverts and drainage swales adjacent to the roadways, which generally carry storm water runoff to existing wetlands throughout the subdivision. At this time no stormwater or soil correction improvements are anticipated for this subdivision, other than replacing existing street crossing culverts. This will be further explored during project design and review of the geotechnical report. The reconstruction is proposed to be an FDR, this will also be further explored during project design. Because the existing street section is less than our current design standards (3.5-inches bituminous over 6-inches aggregate base), there will likely be a need to over excavate the subbase material to create space for the new pavement section. Municipal utilities do not exist within this subdivision, which is outside of the 2040 MUSA. CIP level project costs are $1,606,182 ($1,396,680 Pavement Management Funds, $209,502 Storm Water Utility Funds). IP 27-05 Sorteberg's 6th & Windsorwood Street Reconstructions This project proposes to reconstruct the streets within the Sorteberg's 6th and Windsorwood subdivisions. Sorteberg's 6th, generally located along Rabbit Street and Puma Street between 173rd Avenue and 174th Avenue, is a 30-foot-wide urban section street with bituminous curbing, totaling 0.62 miles in length. Drainage is handled along the bituminous curbing to curb cuts, which carries stoiiuwater runoff to an existing low area in the center of the plat. Windsorwood, generally located along 178th Avenue between Baugh Street and Vicuna Street, is a 24-foot-wide urban section street, totaling 0.62 miles in length. These subdivisions were combined due to their proximity and size. Though Deerwood is relatively close to these subdivisions, it was kept separate to avoid make the project too large and complex. At this time no stormwater or soil correction improvements are anticipated for these subdivisions, though Sorteberg's 6th will require an in-depth review of the drainage. Sorteberg's 6th will require a full reconstruction, including replacing the bituminous curbing with concrete curb and gutter. The drainage review will include determining if catch basin inlets are appropriate replacements for the existing curb cuts and drainage swales. Windsorwood is proposed to be reconstructed using the FDR method, though this will be further explored during project design and review of the geotechnical report. Municipal utilities do not exist in these subdivisions, which are outside of the 2040 MUSA. CIP level project costs are $1,329,009 ($1,155,660 Pavement Management Funds, $173,349 Storm Water Utility Funds).