My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7425 HARDESON RD BASE FILE 2016-01-01 MF Import
>
Address Records
>
HARDESON RD
>
7425
>
BASE FILE
>
7425 HARDESON RD BASE FILE 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/16/2017 11:03:58 PM
Creation date
2/20/2017 11:52:59 PM
Metadata
Fields
Template:
Address Document
Street Name
HARDESON RD
Street Number
7425
Tenant Name
BASE FILE
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
118
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
� 1• <br />� <br />� <br />�' <br />I���th Gonsullants, Inc. <br />;i.' CmcclullcNG�4icntiC'rnk `ry,iusRfn��Lcwrnaiia�Sr'laiila5 <br />Qxiartcyhl T�rYig R IC77n /�vnl xJ Iny.rtinn ti r��krs <br />July 19, 2005 <br />� Trace and Associates <br />1605 Northwest Sammamish Road, Suite 107 <br />Issaquah, Washington 98027 <br />� Attention: <br />� Dear Mr. Potter: <br />Mr. Richard Potter <br />I.slablishc;d IJ75 <br />�C�%G4'C.l� <br />E-1 1880 <br />Earth Consultants, Inc. (ECI) �s pleased to submit our report titled Geotechnical <br />� Engineering Study, Mountain View Plaza Retail Deve%pment, Hardeson Road and <br />Sievers-Ducey Boulevard, Everett, Wasl�ington. This report presents the results of our <br />� field exploration, selective laboratory tests, and engineering analyses. The purpose and <br />scope of our study were outlined in our May 23, 2005, proposal. <br />Based on the results of our study, it is our opinion the development of the site with the <br />� proposed retail buildings and stormwater vault is feasible from a geotechnical <br />standpoint. However, the subject site is underlain by up to 14.5 feet of existing fill <br />� that may not be suitable for direct support of the buildings in its present condition. In <br />our opinion, support for the proposed buildings may be provided using conventional <br />spread and continuous footing foundation systems bearing on a minimum of 2 feet of <br />structural fill. Slab-on-grade floors, the stormwater control vault, and site pavements <br />�•- should be supForted on a minimum of 12 inches of structural fill. <br />� <br />� <br />� <br />We appreciate this opportunity to have been of continued service to you. If you have <br />any questions, or if we can be of further assistance, please call, <br />Respectfully submitted, <br />EARTH CONSULTANTS, INC. <br />������ <br />Mitchell G. McGinnis, LEG <br />Project Manager <br />MGMISDD/csm <br />� <br />1�0513Gih Place N.E., Suite 201, Dellevue, WA 98005 <br />� f3ellevue (425) 6433780 FAX (425) 7A6-0860 Toll Free (888) i39-6670 <br />Other Locations <br />Fife <br />
The URL can be used to link to this page
Your browser does not support the video tag.