08/12/2020 P&Z Packet - Laserfiche WebLink

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Business District. The drive -through meets the performance standards except for the following comments that shall be addressed: 1. Details of order board intercom shall be provided with the building permit. 2. Photometric plan shall include service lane lighting. 3. Additional 30 inch high coniferous landscape screening shall be provided along the Otter Lake Road right-of-way to screen the drive -through. Outdoor Lighting Per Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way or 0.4 foot candle onto adjacent property. Sheet Sl-1, Site Photometric Plan indicates light sources exceeding these limits and shall be revised. Light fixtures on the both the building and 28ft high poles are down lit and cutoff as required by city code. Architectural entry access lights are allowed on the front and side elevations. Off -Street Parking Requirements Sheet Al indicates 6 potential tenant spaces (5 retail and 1 restaurant/drive-through). Per Section 1007.044(6), retail stores require 1 space per 200 sf of floor area and fast food requires 15 spaces per 1,000 sf gross floor area. This would require 26 retail parking stalls and 27 restaurant parking stalls for a total of 53 stalls required. The site plan provides 71 parking stalls so this requirement is met. It should be noted that any retail space proposed for any use other than retail (i.e. restaurant) shall meet the parking requirement ordinance. Grading Plan and Stormwater Management Per the Preliminary Storm Water Management Plan prepared by Pioneer Engineering dated July 6, 2020, the existing topography can be divided into 3 portions. The northern section of the property is generally flat agricultural land used for row crops. This area drains to the northeast to an existing wetland area which then flows to the north. The southern portion of the property is made up of primarily flat agricultural land that is used for row crops. This area drains to a large wetland toward the center which outlets at the southwest corner through a culvert under CSAH 14. The last portion of the property is a small portion on the east side of the property that drains to the existing storm sewer on Otter Lake Road. The glacial till soils consisted of lean clay, sandy lean clay, clayey sand, silty sand, and poorly graded sand with silt. Groundwater was encountered in six of the soil borings ranging from 3 to 9 feet below the surface. N.