2222 EVERETT AVE 2016-01-01 MF Import

� Project Description: The northem portion of the property is bound to the wesi ! an existing auto shop, Everett Avenue to the north, Rainier Avenue to the cast and an alley to be partially vacated to the south. The southem half of the site is bound by McDougal Avenue to thc west, Rainier Avenuc to the east, an alley ro the south and the alley to be partially vacated to the nonh. Recently four apartment buildings in the northem portion of thc sitc werc demolished, a restauranUtavcrn exists in the northeast corner of the site and is to bc demolished prior to beginning construction 1nd the School District's curcent maintenance/storage s:iop exists in the southwest portion of the site to be demolished follo�ving construction ofthe new buildings. Currently very litde landscape exists and all of the curcent parking surfaces are gravel. Improvements for the site include the construction of two ne�v multi use buildings located on the northeast and southeast areas of the project site along with construction of associated parking, laiidscaping, and utilitics. The northem building will be a two-story building with mixed uses such as plumbing and carpentry shops as well as offices. The second building will be primarily used as an automotivc and •Nelding shop. 13oth ncw buildings will have a new asphalt parking lot in the north-cenU,�i :.nd southwest portions of the site. The existing maintenance/storage shop in tlie souQt west porlion of the site will be demolished following completion of the new building construction but prior to � final pa�ing. Proposed frontage improvements for the project sitc along McDougnl Avenue and Rainier Avenue will providc additional parking wiQ� associated curb, gutter and sidcwalk. In addition to ne�v parking being created on McDougal Avenue and Rainier Avenue for frontagc improvements, a new sidewalk will be constructed along Everett Avenue replacing the caisting damaged sidewalk. Sitc Dr:�inagc rcatures: The proposed improvements, including thc right-ol=way, have a total area of 1.84 acres. Including the recently demolished structures as impervious area, the improvement area currently contains 1.75 .e;res of impervious area and 0.09 acres of pervious area. Under developed conditions 1.�3 acres will be impervious arca and the remaining 0.1] acres will be pervious area. Topography of the project site is relatively 11at and typically slopcs from Qie north to Qie south at approximately 2%. Gxisting storm �vater onsite consists of shcet Ilow overland flowing from north to south. No tight lincd drainage system exists on site. Overland flow generally travels east and west in tLe allcys out to the public strect systems. This system is a combined storm and sanitary systcm ultimately being discharged at the City nf �erctt treatment plant. � , 2��