2206 TOWER ST EVCC HEALTH AND FITNESS CENTER 2018-01-01 MF Import

i I1.0 PRO]ECT OVERVIEW Ii.i Purpose and Scope This report accompanies tlie Site Design Review Application for the Everett Community Coliege r Fitness Center development. The Fitness Center site totals approximately 1.8 acres. The site Iimprovements will include a new Fitness Center, landscaping, and associated parking. Parking areas will be provided at the east portion of the site. The project proposes to modiry � approximatety 1.46 acres of the existing parking lot to faciliWte the installation of a 33,600-square foot Fitness Center. Th�s project includes demolition and clearing and grubbing within the clearing limits, grading the site to design elevations, constructing storm drainage facilities, providing utilities to the site, and providing temporary and permanent erosion rnntrol � Facilities. The proposed Fitness Center development is located in the Northwest Quarter of Section 17, � Township 19 North, Range 5 East, Wiliamette Meridian, in the City of Everett, Snohomish County, Washington. The project is tocated south of Tower Street. The site address is 2000 Tower Street. See Vicinity Map in Appendix A, Exhibit 1. The project site is approximately I.8 acres and comprises four parcels, Nos. 00551300003000, 005513000010101, 00551300001302, and � 29051700201300. It is bounded to the east by a shopping plaza, to the wuth by undeveloped property and a parking lot, to the west by a bus transit center, and to the north by Tower Street. � The site will be accessed from Tower Street by a main driveway located at the northeast portion of the site, and wn be accessed through the existing parking lot located at the southeast portion of the site (see Developed Conditions Map, Appenaix A, Exhibi[ 3). I Onsite utilities will consist of sanitary sewer, power, water, gas, telephone, cable, and other miscellaneous utilities. I The stormwater management systems described in this report are designed to convey stormwater runoff from the proposed project. Stormwater rnnveyance pipin9 will collect runoff from the new and existing parking surtace. The new storm drainage system will t(e into the I existing 18•inch storm drain main in Tower Street. Flow control and water quality treatment are not required for this projed. See Sedion 5.0. I The design for this project mer's the requirements of the City of Everett Sformwater Managemenf Manual, January 1497. 2.0 PRELIMINARY CONDITIONS SUMMARY I2.1 Existing Conditions I 2.1.1 Land Cover The project site is currently a developed asphalt parking lot wi[h minor landscape islands. See Existing Conditions Map in Appendix A, Exhibit 2. 2.1.2 Topography In the existing condition, the site siopes From west to east at an average slope of 2 to 3 percent, with an elevation difference of approximately 10 feet. Stormwater Site Plan OQ : O Everett Communiry College Fimess Center Z Z08221.10 S