My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9606 19TH AVE SE McDONALDS Geotech Report 2018-01-02 MF Import
>
Address Records
>
19TH AVE SE
>
9606
>
McDONALDS
>
Geotech Report
>
9606 19TH AVE SE McDONALDS Geotech Report 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 1:17:46 PM
Creation date
4/22/2020 2:26:48 PM
Metadata
Fields
Template:
Address Document
Street Name
19TH AVE SE
Street Number
9606
Tenant Name
McDONALDS
Address Document Type
Geotech Report
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.
/
28
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
GEOTECHNICAL ENGINEERING STUDY <br />PROPOSED MCDONALD'S RESTAURANT <br />19TH AVENUE SOUTHEAST AND 96TH PLACE SOUTHEAST <br />EVERETT, WASHINGTON <br />E-6893-1 <br />INTRODUCTION <br />General <br />This report presents the results of the geotechnical engineering study for the proposed <br />McDonald's Restaurant, 19th Avenue Southeast and 96th Place Southeast, Everett, <br />Washington. The general location of the site is shown on the Vicinity Map, Plate 1. <br />The purpose of this study was to explore the subsurface conditions at the site and, <br />based on the conditions encountered, to provide geotechnical recommendations for <br />the proposed site development. <br />Project Description <br />At the time our study was performed, the site, proposed structure, and exploratory <br />locations were approximately as shown on the Test Pit Location Plan, Plate 2. <br />Based on the preliminary plans provided to us, we understand that the site is to be <br />developed with a one -level restaurant in the south central portion of the parcel. The <br />remainder of the area is to be asphalt paved parking areas and landscaping areas. <br />Grade modifications are anticipated to be minimal due to existing topography. <br />Structural loading is anticipated to fall within the following ranges, including maximum <br />dead plus live loads: <br />• Wall footings - 2-3 kips per lineal foot <br />• Maximum column loads - 50 kips <br />• Slab loads - 150 pounds per square foot (psf) <br />If the above design criteria are incorrect or change, we should be consulted to review <br />the recommendations contained in this report. In any case, ECI should be retained to <br />perform a general review of the final construction design. <br />Earth Consultants, Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.