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Feasibility Report <br />2021 Downtown Improvements <br />City of Hugo, MN <br />WSB Project No. 015887-000 Page 3 <br />3 EXISTING CONDITIONS <br />3.1 Surface <br />Streets in the project area currently vary in width from twenty to twenty-four feet (20’ - 24’), with some <br />areas having dedicated public right of ways and others where the City has prescriptive rights, areas <br />having been used and maintained for a minimum of six (6) years. The total length of roadway included in <br />the project is approximately 5,900 feet, or 1.12 miles. <br />2021 Downtown Improvement Project <br />Existing Conditions <br />Street Segment From To Length Existing <br />Width Curb <br />147th Street West of TH 61 Finale Avenue 1,060’20’-24'None <br />147th Street Extension Finale Avenue Oneka Boulevard 1,265’N/A N/A <br />Flay Avenue 147th Street Existing Termination 500’20’None <br />Upper 146th Street Fitzgerald Avenue Finale Avenue 715’24’None <br />146th Street West of TH 61 Finale Avenue 920’24’None <br />Finley Avenue 145th Street Upper 146th Street 700’24’None <br />Fitzgerald Avenue 146th Street 147th Street 740’20’None <br />The project street segments had improvements in the 1970’s, 80’s, and early 90’s. Since then, pavement <br />conditions have aged and are exhibiting distresses such as transverse and longitudinal cracking, <br />pavement rutting, and a fallen cross slope, with surfaces rated as fair to poor. <br />Pavement cores taken within the project area indicate the existing asphalt thickness ranges from two- <br />inches (2”) to four-inches (4”) and the aggregate base thickness ranges from two-inches (2”) to ten-inches <br />(10”). A copy of the pavement core results is included in Appendix D of this report. <br />3.2 Drainage <br />Runoff currently flows along the sides of the street pavement and is collected by the existing storm sewer <br />drains in several locations. The existing street grades, inlet locations, and drainage patterns do not allow <br />for efficient, timely drainage during heavy rain events. <br />Existing storm sewer pipe systems split the project with surface water on Upper 146th Street west of <br />Finley Avenue, Finley Avenue, and 146th Street flowing south to the system in 145th Street. Surface water <br />on Upper 146th Street east of Finley Avenue, Fitzgerald Avenue, 147th Street, and Flay Avenue flows <br />north and outlets into the City owned open space north of St. Johns Cemetery. <br />Drainage from the location of the proposed extension of 147th Street drains west across a currently open <br />field to Judicial Ditch 3 Branch 3 which is maintained by the Rice Creek Watershed District (RCWD). <br />There is FEMA floodplain and floodway present at the location of the 147th Street extension. <br />3.3 Private and Non-City Utilities <br />Private utilities that have facilities in or near the project area will be notified during the final design phase <br />of the project and will be requested to coordinate any necessary repairs and replacements as needed at <br />their cost. Private utility companies and public agencies that have facilities within the project area include <br />the following: