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i <br />GEOTECHNICAL ENGINEERING STUDY <br />PROPOSED TACO BELL RESTAURANT <br />#06-675 <br />EVERGREEN WAY AND 75TH STREET S011THEAST <br />EVERETT, WASHINGTON <br />E-6140 <br />INTRd�DUCTION <br />_0 <br />This report presents the results of the geotechnical enginsering study for the proposed Taco <br />Bell Restaurant #06-675 in Everett, Wsahington. The general location of the site is shown on <br />the Vicinity Map, Plate 1. The purpose of this study was to expiore the subsurtace conditions <br />at the subject p�operty and to provide recommendations for site preparation, as weli as <br />present geotechnical information for the proposed site development. <br />� :. �: � .� <br />At the time our study was performed, the site, proposed building locatian, as well as our <br />exploratory locations, were approximately as shown on the Test Pit Location Plan, Plate 2. <br />Based on the preliminary plans provided to us, the site will be developed with a"drive- <br />through" restaurant facility. The restaurant building will be constructed of wood frsme with <br />a siab-on-grade floor. In addition, a trash enclosure and identity sign will be constructed <br />within the project limits. The remaining portions of the site will be utilized mainly as asphaltic <br />concrete paved parking and drive areas with some landscape planters. Although no specific <br />design grades or finish fioor elevations were provided, it is antiaipated that the proposed <br />development will be constructed about one foot above the adjacen; road grades, after the <br />existing stockpile of soil (approximately three to four feet) has been removed <br />from the site. <br />Structural loading is anticipated to fall within the following ranges, including maximum dead <br />pius live loads: <br />• Wall loads - 200 to i 500 pounds par lineal foot <br />• Maximum Column loads - 10 to 15 kips <br />e Restaurant Slab loads - 100 to 150 pounds per square foot (psf) <br />If the above design criteria are incorrect or change, we should b� notified and allowed to <br />review our recommendations in light of actual design information. In any case, it is <br />recommended that ECI be retained to perform a general review of the �nal construction <br />design. <br />Earth Consultants, Inc. <br />