CCP 04-13-1992 - Laserfiche WebLink

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I ~ section should be drained to keep excess moisture from accumulating beneath the roadway. With the reconstruction option, drainage concerns would be addressed by constructing storm sewer and I drain tile to capture both surface and subsurface drainage. I Construction of a maintenance type project, however, does not lend itself to installation of drain I tile. The goal of this type of project is to prolong the life of the roadway until such time that development dictates reconstruction of the roadway. Any drain tile or major storm sewer I improvements made as part of a maintenance type project would likely be removed during a I reconstruction project. The cost of installing drain tile that may need to be abandoned or relocated exceeds the short term benefits that may be provided. I To properly drain the roadway as part of a CIR project, it is suggested that the area west of the I existing road be graded so that water drains westerly towards the ditch serving U.S. Interstate , 35W. This grading would involve ditching along the west side of Round Lake Road West. A drainage problem area located in the southeast quadrant of Round Lake Road West and 14th Street I N.E. would also be addressed by installation of a beehive catch basin and storm sewer pipe to drain runoff to the west. I I EASEMENTS AND PERMITS Round Lake Road West has a 66 foot right-of-way from State Trunk Highway 96 to 14th Street I N.W., and a 60 foot right-of-way from 14th Street N.W. to the south. It does not appear that any additional easements will be required, as construction would be limited to the road surface area or I roadside boulevard area. I l- I 8 I