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2824 GRAND AVE NAUTICA CONDOMINIUMS 2018-01-02 MF Import
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2824 GRAND AVE NAUTICA CONDOMINIUMS 2018-01-02 MF Import
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Last modified
12/16/2021 11:52:33 AM
Creation date
3/19/2019 3:56:06 PM
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Address Document
Street Name
GRAND AVE
Street Number
2824
Tenant Name
NAUTICA CONDOMINIUMS
Imported From Microfiche
Yes
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GEOTECHNICAL ENGINEERING STUDY <br />PROPOSED FIVE -STORY APARTMENT BUILDING <br />HEWITT AVENUE AND GRAND AVENUE <br />EVERETT, WASHINGTON <br />E-8602 <br />INTRODUCTION <br />General <br />This report presents the results of the Geotechnical Engineering Study completed by ECI for <br />the proposed five -story apartment building located northwest of the intersection of Hewitt <br />Avenue and Grand Avenue, Everett, Washington. The purpose of this study was to explore <br />the subsurface conditions at the site, and based on the conditions encountered, develop <br />geotechnical recommendations for the proposed site development. The general location of <br />the site is shown on the Vicinity Map, Plate 1. <br />Project Description <br />A schematic representation of the property, and our exploratory locations are approximately <br />as shown on the Boring and Test Pit Location Plan, Plate 2. We understand construction of <br />a five -story apartment building with a below grade parking level is proposed for the property. <br />The below grade parking level will daylight along the west side of the building. The building <br />footprint of the proposed development will occupy the majority of the property. <br />The Burlington Northern train tunnel right-of-way passes from east to west through the central <br />portions of the site. Based on a recent survey of the prooerty, it appears the crown of the <br />tunnel is located approximately ten (10) to twelve (12) feet below the existing ground surface <br />elevation. The building foundations will need to be designed to limit building load influences <br />on the train tunnel structure. Based on existing grades along the approximate alignment of <br />the tunnel, it appears cuts of approximately two feet to four feet will be necessary to achieve <br />design grade for the parking level. Removal of these soils will effectively reduce the <br />magnitude of soil overburden currently influencing the crown of the tunnel. <br />Evth CO..Uft& -. Ina <br />
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