10.1. SR 01-22-2013 - Laserfiche WebLink

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Table 1—2013 Street Improvement Project Summary of Existing Street Conditions F 1liilth Length Sub-grade/ Avg.Bit. Year Street Name (tees) V rom To (feet) Deptb Section Constructed* east of Gates:3"- 4"aggregate/silty sand 3'd Sl 4et NW Irving Avenue west of Gates:7" (Reconstruct) 1600 30-39 NW Evan Avenue aggregate/sand � `1 west of Holt: silty sand(no aggregate) Irving Avenue NW 360 ,6 4`h Street NW 3`4 Street NW 3"base/sand 3" NIA (Reclaim) Holt Avenue No Boring No Coring (Overlay) 3N, - 4"Street NW 3`4 Street NW Information Information N/A Available Available Evans Avenue north d"base/sand to NW 1320 33 Main Street NW terminus 8"base/sand 3 1,to 3.5'1 N/A (Reclaim) ° Estimated date of base course pavement "* Edge of bituminous pavement to edge of bituminous pavement 2.3.2 Storm Sewer City record drawing information indicates that storm sewer facilities already exist within many of the 2013 Street Improvement Project areas. Historically,the existing storm sewer facilities throughout the majority of the 2013 Street Improvement Proicct area have proven adequate for drainage. No storm sewer currently exists along the following roadways: 202'1 Avenue NW, 185th Avenue NW, Business Center Drive, Gary Street, 4th Street, Railroad Drive, and 3rd Street NW. Roadways utilize existing ditch systems to convey storm water. Water ponding issues have not been identified by the City. 2.3.3 Writer Main The majority of the existing water main located within the 2013 Street Improvement Project area is in good condition and functions adequately with no water main breaks or freeze-ups identified by Elk River Municipal Utilities. 2.3.4 Sanitary Sewer The majority of the existing sanitary sewer located within the project area is in good conditions and does not warrant replacement_ Feasibility Deport 2013 Street Improvement Project City of Elk River MN WSB Project No.1992-01 Page 8