7920 EVERGREEN WAY 2018-01-01 MF Import

( GEOTECHNICAL ENGINEERING STUDY PROPOSED MCDONALD'S EVERGREEN WAY AND ;9T" PLACE SOUTHEAST EVERETT, WASHONGTON � INTRODUCTIOh Gener�31 This report presents thf; results of the geotechnical engineering stur,y for the pr�posed McDonald's in Everett, Washington. The general location of the site is shown on the Vicinit�� Map, Plate 1. The purpose nf this study �vas to explore the subsurface conditions at the svLject N�operty and, based on the conditions encountered, to develop geotechnical recommendations for the proposed site development. P;qject descrintion We understand the site will be developed with a McDonald's restaurant. We do not expect grade modifications to exceed two feet. At the time our study was performed, the site, proposed building location, and our borin locations were approximately as shown on the Boring Location Plan, Plate 2. We anticipate wall loads in the range of 2 to 5 kips per foot, column loads in the range of 30 to 50 kips, and slab-on-grade floor loads of 150 pounds per square foot (psf). If any of the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, we recommend that Earth Consultants, Inc. (ECI) be retained to perform a general review of the final design. SITE CONQITIONS Surface The subject site is located on tha southwest corner of the intersection of Everc�reen Way and 70"' Piace Southeast in Everett, Washington. The approximate siie location is shown on the Vicinity Map, Plate 1. The site is currently part of the K-Mart parking lot. Subsurface The site was explored by drilling ten borings at the approximate locations shown on Piate 2. Please refer to the Boring logs, Plates A2 through A11, for a more detailed description of the conditions encountered at each location explored. A descripi�on of the field exploration methods and laboratory testing program is included Appendix �;. The fcllowing is a generalized description of the subsurface conditions encountered. Eenh Conauhenta, Inc.