My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1001 N BROADWAY Geotech Report 2018-01-02 MF Import
>
Address Records
>
N BROADWAY
>
1001
>
Geotech Report
>
1001 N BROADWAY Geotech Report 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 1:13:57 PM
Creation date
2/28/2020 9:05:44 AM
Metadata
Fields
Template:
Address Document
Street Name
N BROADWAY
Street Number
1001
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.
/
24
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
_ �.��.:g.., ..�� . <br />�� <br />�l <br />�I <br />� <br />� <br />� <br />� <br />� <br />i ' .' <br />� <br />' <br />� <br />J-736 <br />SUBSIJRFACE EXPLOI2ATION AND GEOTECHNICAL ENGINEERING STUDY <br />PROPOSED NORTH BFOADWAY SHOPPING CENTER <br />EVERETT, WASHING:'ON <br />INTRODUCTlON <br />This report presents the results of our subsurface exploration <br />and geotechnical engineering study for the proposed North <br />Broadway Shopping Center to be located in Everett, Washington. <br />The project site is located on the easC side of North Broad- <br />way adjacent to the intersection of North Broadway and lOth <br />Street. Tlte site is approximately 880 by 1,200 feet in plan <br />dimensions and is about a 13 acre parcel. A 250 by 630 foot area <br />(about 3.6 acres) in the western porfaon of the site has been set asidE <br />for future development. The general location and configuration <br />of the site is shown on the Site and Exploration Plan, Figure 1. <br />',The purpose of this investigation was to evaluate the subsur- <br />.� face conditions and provide recoum�endations for the foundation <br />and soil engineering aspects of the project which includes <br />site grading and foundation support for the three retail . <br />structures shown on Figure 1. The design has not been fina- <br />lized at the writing of this report rowever we anticipated the <br />structure to be steel frame or concrete tilt up wall construction <br />with concrete slab on grade floors. Structural loads are typic- <br />ally 2,000 - 4,000 pounds per foot for exterior walls, and <br />100 - 300 psf (pounds per square foot) for floor loads. Park- <br />ing facilities to be provided�will be asphaltic pavement over <br />crushed rock base course. Because of the differences in ele- <br />vation across the project site we anticipate that cut and fill <br />operations are necessary to render the site suitable for dev- <br />elopment. ' , <br />Scope of Work <br />The scope of work performed for this repozt included a soils <br />
The URL can be used to link to this page
Your browser does not support the video tag.