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parking stalls, one per unit must be covered. Plans include 206 spaces, or two per unit, and <br />107 covered stalls. The covered parking requirement is met, but the total requirement is not. <br />If proof of parking is proposed the plans must be updated to identify the locations. <br />12. Submit colored architectural elevations identifying material selections and colors for all <br />elevations. <br />13. Include proposed signage on site plans and elevations. <br />14. Staff reserves the right to continue review of all site, grading and utility plans. <br /> <br />Engineering: <br />1. If Zane Street is vacated, additional right-of-way and construction of a cul-de-sac between <br />the proposed project and the former Saxon Motors will be required. <br />2. If Zane Street is vacated, easements will be required for all public utilities located within the <br />current right-of-way. <br />3. Drainage easements for the slope and tie-in with the parcel to the south are required. <br />4. Proposed lines must have standard drainage and utility easements. <br />5. Private sewer service should be connected to the sewer line and not tied into a manhole. <br />6. Elevations on the sanitary sewer system are incorrect. <br />7. Elk River Municipal Utilities (ERMU) desires all water piping to be DIP not C-900. <br />8. Show all proposed grades in dark solid lines. <br />9. Show parking lot contours, direction of flow and grade percentages. <br />10. Collect drainage from curbs in driveway located in the to-be vacated area before sending to <br />the public street. <br />11. Existing CBs on south curb line must be rebuilt. We will not allow adjusting rings to be <br />built up 2.5+ feet. One of the structures does not line up with curb line. <br />12. Proposed contours should be shown in all areas. <br />13. South driveway will not be allowed to drain to the public ROW. <br />14. Curbing shall be provided in all areas including the driveway in the to-be vacated right-of- <br />way area. <br />15. Further detail grades on the grass pave area and the entrance to it from the paved drive lane. <br />16. Further detail grades and slopes along the access to lower parking lot. <br />17. Errors in grades shown in lower lot. <br />18. The capacity and functionality of the existing storm water pond below bluff must be re- <br />established. It seems the proposed access drive is conflicting in location <br />19. Staff reserves the right to continue review of all site, grading and utility plans. <br /> <br />Stormwater: <br />1. Stormwater management requirements need to be met as listed in Ordinance <br />Sec. 78-503. - Stormwater and urban runoff control. and Sec. 78-504. - Post <br />construction stormwater management for proposed impervious surfaces. http://mn-\ <br />elkriver.civicplus.com/DocumentCenter/View/3180 <br />2. Submit full stormwater management plan write up, must meet all city stormwater <br />ordinances. <br />3. MnDNR will follow up with comments regarding requirements for state floodplain and the <br />Mississippi River Wild and Scenic and Recreational requirements. <br />4. Submit soil borings and infiltrometer tests for all proposed infiltration basin areas. <br />5. Existing basin nearest the floodway at the Saxon Building needs to be shown accurately with <br />a noted boundary. <br />6. Show capacity and overflow elevations of the Saxon Building stormwater basin.