10/13/2021 P&Z Packet - Laserfiche WebLink

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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 M, Site Photometric Plan indicates light sources exceeding these limits and shall be revised. Light fixtures on the 27 ft 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 Per City Code Section 1007.044(6), medical clinics require 3 spaces plus at least 1 space per 200 sf of floor area. The 12,480 sf medical eye clinic would require 62 parking stalls. The site plan provides 74 parking stalls so this requirement is met. The site plan shows 12 additional future parking stalls west of Outlot A. These stalls are not needed to meet City requirements. Grading Plan and Stormwater Management Per the Stormwater Management Plan prepared by Carlson McCain dated September 13, 2021, all stormwater from the site currently either drains to a culvert located in the southeast corner of the site or to the north to the wetland located in the northwest corner of the site. The wetland located in the southwest corner of the site overflows to the culvert located in the southeast corner of the site. The proposed drainage boundary will contain approximately 2.723 acres of impervious surface, which includes the public street, Lot 1 and Lot 2 for a net increase of 2.420 acres. One wet sedimentation basin will be constructed in Outlot A to provide water quality and rate control for the site. Due to onsite soils consisting primarily of clay type soils, infiltration is not feasible at this site. All stormwater that doesn't flow to the basin will ultimately flow to the culvert located in the southeast corner of the site. The proposed stormwater management facility has been reviewed by the City Engineer and RCWD to determine compliance for rate control, water quality and volume control. Public Utilities The medical eye clinic and future commercial development will be municipally served by a 27"PVC sanitary sewer located along 24t'Avenue and an 8"PVC along Rosemary Way. The subject site is located in Utility Staging Area IA(2018-2025) and Sanitary District 5 (Sub-District 5A). Sanitary flows from this district are conveyed to the southeast, discharging into the MCES Lino Lakes Relief Interceptor located at the intersection of CSAH 14 and 24t'Avenue. 8