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GEOTECHNICAL ENGINEERING STUDY <br />PROPOSED MCDONALD'S RESTAURANT <br />19TH AVENUE SOUTHEAST AND 96TH PLACE SOUTHEAST <br />EVERETT, WASHINGTON <br />E-6893-1 <br />INTRODUCTION <br />General <br />This report presents the results of the geotechnical engineering study for the proposed <br />McDonald's Restaurant, 19th Avenue Southeast and 96th Place Southeast, Everett, <br />Washington. The general location of the site is shown on the Vicinity Map, Plate 1. <br />The purpose of this study was to explore the subsurface conditions at the site and, <br />based on the conditions encountered, to provide geotechnical recommendations for <br />the proposed site development. <br />Project Description <br />At the time our study was performed, the site, proposed structure, and exploratory <br />locations were approximately as shown on the Test Pit Location Plan, Plate 2. <br />Based on the preliminary plans provided to us, we understand that the site is to be <br />developed with a one -level restaurant in the south central portion of the parcel. The <br />remainder of the area is to be asphalt paved parking areas and landscaping areas. <br />Grade modifications are anticipated to be minimal due to existing topography. <br />Structural loading is anticipated to fall within the following ranges, including maximum <br />dead plus live loads: <br />• Wall footings - 2-3 kips per lineal foot <br />• Maximum column loads - 50 kips <br />• Slab loads - 150 pounds per square foot (psf) <br />If the above design criteria are incorrect or change, we should be consulted to review <br />the recommendations contained in this report. In any case, ECI should be retained to <br />perform a general review of the final construction design. <br />Earth Consultants, Inc. <br />