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The gate is a dark composite wood swing gate that has 100% opacity. The enclosure is 8' 0" in <br />height. The trash enclosure meets performance standards. <br />Per Sheet A300, the mechanical equipment is located on the rooftop and screened by a <br />mechanical screen. <br />The building will be sprinkled for fire suppression. <br />Outdoor Lighting <br />Per Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way or <br />0.4 foot candle onto adjacent property. Sheet M, Site Photometric Plan indicates light sources <br />exceeding these limits and shall be revised. <br />Light fixtures on the 27 ft high poles are down lit and cutoff as required by city code. <br />Architectural entry access lights are allowed on the front and side elevations. <br />Off -Street Parking Requirements <br />Per City Code Section 1007.044(6), medical clinics require 3 spaces plus at least 1 space per <br />200 sf of floor area. The 12,480 sf medical eye clinic would require 62 parking stalls. The site <br />plan provides 74 parking stalls so this requirement is met. <br />The site plan shows 4-2 11 additional future parking stalls west of Outlot A. These stalls are not <br />needed to meet City requirements. <br />Grading Plan and Stormwater Management <br />Per the Stormwater Management Plan prepared by Carlson McCain dated September 13, 2021, <br />all stormwater from the site currently either drains to a culvert located in the southeast corner of <br />the site or to the north to the wetland located in the northwest corner of the site. The wetland <br />located in the southwest corner of the site overflows to the culvert located in the southeast <br />corner of the site. <br />The proposed drainage boundary will contain approximately 2.723 2.942 acres of impervious <br />surface, which includes the public street, Lot 1 and Lot 2 for a net increase of 2.420 2.639 <br />acres. One wet sedimentation basin will be constructed in Outlot A to provide water quality <br />and rate control for the site. Due to onsite soils consisting primarily of clay type soils, <br />infiltration is not feasible at this site. All stormwater that doesn't flow to the basin will <br />ultimately flow to the culvert located in the southeast corner of the site. <br />The proposed stormwater management facility has been reviewed by the City Engineer and <br />RCWD and is compliant for rate control, water quality and volume control. <br />Public Utilities <br />