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CC PACKET 09112018
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CC PACKET 09112018
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9/12/2018 8:15:02 AM
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<br /> <br />2019 STREET AND UTILITY IMPROVEMENT PROJECT <br />FEASIBILITY REPORT <br />CITY OF ST. ANTHONY VILLAGE <br />WSB PROJECT NO. R-011648-000 PAGE 5 <br />Bituminous Trail and Sidewalk Improvements <br /> <br />A 10-foot-wide bituminous trail and 6-foot-wide concrete walk is anticipated along <br />County Road C (29th Avenue NE) from Highway 88 to Interstate 35W. The trail and <br />sidewalk improvements improve pedestrian and vehicle safety by providing an off-street <br />access route for pedestrians. As the installation of the trail and sidewalk provides direct <br />benefit to St. Anthony Village residents, the City will be required to provide funding for <br />50% of the improvement cost for the bituminous trail and 75% of the improvement cost <br />for the concrete sidewalk. Additionally, the removal and replacement of the concrete <br />curb and gutter to facilitate the trail and sidewalk construction will require 50% cost <br />participation. <br /> <br />A map illustrating the proposed trail and sidewalk improvements can be found on Figure <br />3 of Appendix A. <br /> <br />Drainage Improvements <br /> <br />Reconstruction of the roadway provides the City an opportunity to review and assess the <br />condition of the existing infrastructure. Existing utilities located along County Road C <br />(29th Avenue NE) include 9-inch vitrified clay pipe (VCP) sanitary sewer main along the <br />north side of the roadway, 6-inch cast iron pipe (CIP) watermain along the north side of <br />the roadway, 12-inch ductile iron pipe (DIP) trunk watermain along the south side of the <br />roadway, and 12-inch to 36-inch RCP storm sewer main along the south side of the <br />roadway. The existing storm sewer will be reconstructed to address drainage concerns <br />and localized ponding/flooding. The cost participation for the drainage improvements is <br />calculated based on the contributing drainage areas, estimated to be 75% City. <br /> <br />The existing drainage was also reviewed within the industrial park, located south of <br />County Road C (29th Avenue NE). Currently, various buildings within the industrial park <br />experience flooding during common rain events (2-year). The existing roof drainage and <br />limited adjacent storm sewer does not provide adequate storm conveyance and storage <br />from the industrial park. A filtration system was constructed in 2017, located on the <br />eastbound sided of County Road C (29th Avenue NE), just east of the Municipal/County <br />boundary. The outlet control structure on this filtration system is not preforming as <br />designed. This filtration system is discharging water southwest between buildings, onto <br />Anthony Lane S, before making its way to the flood pond. <br /> <br />Improvements proposed to alleviate the flooding concerns within the industrial park <br />include reconstructing the existing outlet control structure of the filtration system to <br />discharge west down the County Road C (29th Avenue NE) ditch. Drainage patterns <br />would remain and prevent stormwater from flowing between buildings and over Anthony <br />Lane S. Additionally, expansion of the existing flood pond located between the cemetery <br />and the industrial park will provide additional stormwater storage and prevent flooding of <br />the industrial are during larger rain events (100-year). <br /> <br /> <br />108
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