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Geotechnical Engineering Report- Revised lrerracon <br /> Proposed CFT Retail Everett,Washington <br /> February 1, 2018 Terracon Project No. 81185002 <br /> Approximately 40,500-square foot site comprised of asphalt, an <br /> existing retail building, planter curbs, sidewalks, and a pylon sign. <br /> Existing Improvements The majority of the site is developed. The property's northwest <br /> boundary is bordered by Evergreen Way and the other boundaries <br /> of the site are bordered by existing retail buildings. <br /> 2.2 Project Description <br /> ITEM DESCRIPTION <br /> Refer to the Site Scheme (Exhibit A-2 in Appendix A)which <br /> overlays an aerial image of the site with the Preliminary Grading <br /> and Drainage Plan developed by CRM Architects&Planners, Inc. <br /> dated December 12, 2017. The proposed CFT Development with <br /> Site layout End Cap Drive-Thru building will be located in the approximate <br /> central portion of the site. Three suites of varying size will be <br /> included within the main building. Access points are proposed on <br /> Evergreen Way, along with a reciprocal access point located in the <br /> southeastern corner of the site. The remainder of site appears will <br /> be paved or landscaped. <br /> CFT Development with End Cap Drive-Thru —6,370 square <br /> foot, single story structure <br /> Structures Suite 1 —2,200 square foot, included within main development <br /> Suite 2— 1,285 square foot, included within main development <br /> Suite 3—2,885 square foot, included within main development <br /> Maximum Loads Column Loads: 75 kips <br /> Wall Loads: 3 kips per lineal foot <br /> (assumed) - Floor slabs: 100 pounds per square foot <br /> • Total settlement tolerance of 1-inch <br /> Allowable Settlement • Differential settlement tolerance of 1A2-inch over a horizontal <br /> distance of fifty feet(or from column to column, whichever is <br /> less) <br /> 3.0 SUBSURFACE CONDITIONS <br /> 3.1 Geology <br /> The surficial geology of the site is mapped as Qvt- Pleistocene Vashon Stade till -when viewed <br /> using the Washington State Department of Natural Resources online application. The soil units <br /> observed in the subsurface explorations were generally consistent with the geologic mapped units <br /> and were predominantly weathered and unweathered glacial till overlain by asphalt and fill. <br /> Responsive Resourceful Reliable 2 <br />