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2020 STREET AND UTILITY IMPROVEMENT PROJECT <br />FEASIBILITY REPORT <br />CITY OF ST. ANTHONY VILLAGE <br />WSB PROJECT NO. R-011648-000 PAGE 1 <br />1. EXECUTIVE SUMMARY <br />Revisions to the existing 2020 Street and Utility Improvement Project Feasibility Report, originally <br />prepared in September of 2018, were initiated by City Staff following additional discussions with <br />Council conernning the options presented for the 2019 and 2020 improvements. <br />The 2020 Street and Utility Improvement Project consists of the reconstruction of approximately <br />1,800 feet of 30-foot urban section streets complete with bituminous paving and concrete curb <br />and gutter along the following roadways: <br />32nd Avenue NE from Rankin Road to Croft Drive <br />Croft Drive from 32nd Avenue NE to 31st Avenue NE <br />Silver Lake Terrace from Silver Lane to the north terminate end <br />The proposed utility improvements include the removal and replacement of approximately 1,800 <br />feet of water main and sanitary sewer main, the extension of new storm sewer where facilities do <br />not currently exist and installation of additional catch basins to improve area drainage. <br />Also proposed for improvement in 2020 is the bituminous mill and overlay of Silver Lane from <br />Stinson Boulevard NE to Silver Lake Road. <br />A map illustrating the project location can be found on Figure 1 of Appendix A. <br />The total estimated project cost for the 2020 Street and Utility Improvement Project is <br />approximately $2.45 million. Funding for the project will come from the City’s Street and Utility <br />Reconstruction Funds (Public Improvement Bonds) and Special Assessments to benefiting <br />properties. <br />The project reconstruction can be completed, including the first lift of bituminous paving and all <br />restoration items, in 2020. The final lift of bituminous paving is proposed to be installed in June of <br />2021. <br />This project is feasible, necessary, and cost effective from an engineering standpoint and should <br />be constructed as proposed herein. <br />98