12/08/2021 P&Z Packet - Laserfiche WebLink

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A trash enclosure is proposed on the south side of the parking lot. Construction details provided on Sheet Al.1 indicate timber or trek decking material to match the timber accent trusses. The enclosure is 6 ft in height and 80% opaque. The trash enclosure meets performance standards. Per Sheet A1.0, Site Plan, two (2) condensers units are shown on the south side of the building and a transformer pad is shown on the south side of the parking lot. These mechanical equipment components shall be fully screened by coniferous plantings or solid fence. The building will be sprinkled for fire suppression. As stated in the applicant's narrative, the intention of the entire development is to be a transitional element between the commercial buildings along Hodgson and the residential areas on the west side of the parcel. The aesthetic treatment of the building mass, transitional materials selected and attention to placement of filtering elements all have been designed with a "low key" transition from commercial to residential in mind. 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. Page M, the site photometric plan, shows 2 light poles in the parking lot that are 19 ft tall with downlit and cutoff light fixtures. The light poles and fixtures meet ordinance requirements. Off -Street Parking Requirements Per City Code Section 1007.044(6), office buildings require 3 spaces plus at least 1 space per 200 sf of floor area. The building is 2,873 sf which would require 17 stalls. Per Sheet A1.0, the site plan provides 20 parking stalls with one being accessible. Parking requirements are met. Grading Plan and Stormwater Management Per the Site Drainage Narrative and Calculation report dated November 5, 2021 prepared by Plowe Engineering, the existing drainage area is 1.02 acres in size that consists of an existing wetland in the northwest corner of the site. The majority of this runoff in the area (approx. 0.81 acres) enters this wetland while the remaining runoff (approx. 0.21 acres) goes to Blue Heron Drive in the south. Per the preliminary boring logs from Haugo, the site consists of poorly graded sands (SP) and poorly graded sands with silt (SP-SM). Grading throughout the site is performed to direct the majority of the stormwater runoff to the northwest as it currently drains. To treat the runoff, infiltration was evaluated and Con