5.3. PCSR 08-28-2018 - Laserfiche WebLink

Home Browse Search

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