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6807 EVERGREEN WAY 2016-01-01 MF Import
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6807 EVERGREEN WAY 2016-01-01 MF Import
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Last modified
5/12/2017 3:51:41 PM
Creation date
2/9/2017 10:57:47 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
6807
Imported From Microfiche
Yes
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1 <br />GEOTECHNICAL ENGINEERING STUDY <br />PROP05ED Walgreens <br />MADISON STREET AND EVERGREEN WAY <br />EVERETT, WASHINGTON <br />� <br />INTRODU TC� ION <br />General <br />This report presents the results of the geotechnical engineering study completed by Earth <br />Consultants, Inc. (ECIj for the proposed Walgreens, Madison Street and Evergreen Way, <br />Everett, 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 based on <br />the conditions encountered to develop geotechnical recommendations for the proposed site <br />development. <br />Proj.ect Description <br />�11e understand it is planned to develap the subject site with a Walgreens Store. At the time <br />our study was performed, the site, proposed building location, existing building locations, and <br />our exploratory locations were approximately as shown on the Boring Location Plan, Plate 2. <br />The proposed store will be one-st�ry in height and will be of concrete masonry unit <br />construction with a slab-on-grac'c floor. Based on cur experience with this type of <br />construction, we estimate wall loads will be in the range of three to four kips per lineal foot, <br />with column loads of sixty (601 to eigh�y (80) kips, and slab-on-grade floor loads of two <br />hundred fifty 1250) pounds per square foot. <br />We anticipate the building will be constructed at or near existing site grades. The building will <br />be surrounded by asphalt paved parking and drive areas. A truck loading ��e!I is planned on <br />the south side of the store. <br />If any of the above design criteria are incorrect or change, we should be consu:ted to review <br />the recommendations contained in this report. In any case, ECI should be retained to perform <br />a general review of the final design. <br />F�rth Con�ult�nn, Inc. <br />
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