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�� <br />�1 <br />� <br />I� <br />� <br />� <br />� General <br />GEOTECHNICAL ENGINEERING STUDY <br />MOUNTAIN VIEW PLAZA RETAIL DEVELOPMENT <br />HARDESON ROAD AND <br />SiEVERS•DUCEY BOULEVARD <br />EVERETT, WASNINGTON <br />E-11880 <br />INTRODUCTION <br />� This report presents the results of the geotechnical engir.aering study completed by <br />Earth Consultants, Inc. (ECI) for the proposed Mountain View Plaza Retail Development <br />to be co�istructed on the north side of the intersection of Hardeson Road and Sievers- <br />� Ducey Boulevard in the City of Everett, Washington. The ger�eral loca;ion of the site is <br />shown on the Vicinity Map, Flate 1. <br />� <br />� <br />� <br />� <br />�'A <br />��!'! <br />The purpose of this study was to explore the subsurface conditions at the site, and <br />based on the conditions encountered, to provide recommendations for developing the <br />site witl� a new retail development. <br />Project Description <br />The subject site consists of an approximately 2.6-acre, irregular shaped, commercial <br />property located to tl�e nortl� of the intersection of Hardeson Road and Sievers-Ducey <br />Boulevard in Everett, Washington. We understand it is planned to develop the site with a <br />new retail development that will include three, single-story retail buildings (Buildings A, B, <br />and C►, a stormwater control vault, and asphalt paved parking and drive areas. <br />Building A will be located in the northwestern portion of the site and will have an <br />approximate footprint oi 7,800 square feet. Building B will have an approximate footprint <br />of 7,550 square feet and will be located around 60 f�et east of Building A in the <br />northeastern corner of the site. The third building, Building C, will have an approximate <br />footprint of 5,000 square feet and wiil be located in the southern portion of the site <br />around 130 feet soutli of Building B. <br />m We anticipate tlie proposed buildings will likely be of concrete masonry unit or metal <br />�p� frame construction witli slab-on-grade floors. Based on our experience with similar <br />structures, we anticipate footing loads for the proposed buildings �•�ill be in the range of 1 <br />m to 3 kips per lineal foot, witl� column loads of around 10 to 15 kips. We estimate slab- <br />���� on-grade iloor loads will be on the order of 150 pounds per square foot (psf). <br />e�nh Consuhanis,lnc. <br />�! <br />