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9930 19TH AVE SE 2018-01-02 MF Import
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9930 19TH AVE SE 2018-01-02 MF Import
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Last modified
12/14/2021 11:43:27 AM
Creation date
4/2/2017 3:14:46 PM
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Address Document
Street Name
19TH AVE SE
Street Number
9930
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NELSON-COUVRETTE & ASSOCIATES, INC. <br />CONSULTING GEOTECHNICAL ENGINEERS, GEOLOGISTS <br />AND ENVIRONMENTAL SCIENTISTS <br />17311.135th Avenue NE, A-SCC <br />Woodinville, WA 98072 <br />(425) 486-1669 - Fax 481.2510 <br />February 3, 1998 <br />Wendy's International, Inc. <br />555 South Renton Village Place, Suite #200 <br />Renton, Washington 98055 <br />Attention: Mr. Garry Gracey <br />Snohomish Ccunry (425) 337.1669 <br />Wenatchee/Chelan (509) 784.2756 <br />Addendum to Geotechnical Engineering Report for Everett Home Base <br />Proposed Wendy's at Everett Home Base <br />Everett, Washington <br />NCA File No. 2134D98 <br />INTRODUCTION <br />REC IVEO <br />DATE 2 L 9 <br />RIK PAW A ASSOCIATES <br />ARCHITECTS ISELLEYUE, WA <br />cos eo. 4 9 e <br />This letter provAes an addendum to our geotechnical report that was prepared for the Home Base <br />Warehouse in Everett, Washington. The referenced report, titled Geotechnical Engineering Report; <br />Home Base Warehouse; Everett, Washington (dated July 31, :997; NCA File No. 213497), was prepared <br />for Michaelis - Swensen Partners. Wendy's plans to build a restaurant in the southeast comer of the site <br />on a parcel they are buying from Michaelis - Swensen Partners. As part of the real estate purchase <br />contract, Michaelis - Swensen agreed to provide for an addendum to the original geotechnical report. <br />Our services were completed in general accordance with our Services Agreement with Michaelis - <br />Swensen Partners, for which we received verbal authorization from David Michaelis on January 30, <br />1998. <br />Our previous report is relied on for detailed descriptions of site and subsurface conditions, as well as <br />detailed geotechnical recommendations. We understand that Wendy's has a copy of that report. Our <br />approach for this addendum was to evaluate geotechnical aspects of design for the proposed Wendy's, <br />compare them to geotechnical aspects of design as discussed in our report for Home Base, and identify <br />which aspects of Wendy's design were not in conformance with our recommendations for Home Else. <br />Typically, the design for Wendy's was somewhat more conservative than what we recommended for <br />Home Base. Accordingly, the Wendy's design is generally considered to conform to our design <br />recommendations. <br />
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