Agenda - Council - 09/12/2017 - Laserfiche WebLink

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