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<br />3.Label curb type, street width, boulevard width and match station for new pavement. <br /> <br /> <br />4.Call out detail for curb opening. <br /> <br />5.Add vertical curve to new profile. Minimum is 100 ft or 20x algebraic difference. <br /> <br />6.Extend new profile to sawcut station. <br />th <br /> <br />7.A detour plan will be required for vehicles during installation of the service in 168 <br />Avenue. A detour plan will also be required for pedestrians during this work. <br /> <br />8.Pedestrian ramps are required at Kamacite Street and the cul-de-sac. A site specific detail <br />is required for each lists elevations, grades and distances. The MNDOT 6 sheet set for <br />pedestrian ramps must be added to the set. <br /> <br /> <br />C7.2: <br /> <br /> <br />1.Replace detail 6 with a site specific street section. <br /> <br /> <br />L1.1: <br /> <br /> <br />1.A sheet specific legend is required listing all symbols and lines on this sheet. <br /> <br />2.Several trees to be removed along the north property line appear to be outside of the <br />project. <br /> <br /> <br />Stormwater Calculations <br /> <br /> <br />1.The Lower Rum River Watershed Management Organization is recommending approval <br />of the permit contingent on receiving a geotechnical report that supports the assertions that <br />the bottom of the infiltration basin is 3 feet above groundwater elevation and that the soils <br />will infiltrate at the stated rate. <br /> <br />2.The infiltration area and the stormwater detention area are the same. The detention area <br />must be totally dry 48 hours after the 100 year event. If this cannot be achieved then the <br />infiltration and detention areas must be separated. Calculations must be provided to <br />support the statement on the summary sheet. <br /> <br />3.Tables listing the P8 results are included. The P8 input data must be added to the report. <br /> <br /> <br />