My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4224 RIVERFRONT BLVD 2019-03-14
>
Address Records
>
RIVERFRONT BLVD
>
4224
>
4224 RIVERFRONT BLVD 2019-03-14
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/14/2019 11:59:49 AM
Creation date
3/14/2019 11:59:45 AM
Metadata
Fields
Template:
Address Document
Street Name
RIVERFRONT BLVD
Street Number
4224
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
56
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
- �r <br /> GEODESIGN Memorandu <br /> Page 1 19 <br /> To: Jamie Aubrey From: Ryan T. Lawrence, P.E. (Oregon) <br /> and Scott V. Mills, P.E. <br /> Company: Polygon Northwest Company Date: June 24, 2016 <br /> Address: 11624 SE 5`h Street, Suite 100 <br /> Bellevue, WA 98005 <br /> cc: Nick Abdelnour, Polygon Northwest Company(via email only) <br /> GDI Project: Polygon-127-01 <br /> RE: Residential Lot 101 <br /> Everett Riverfront Simpson Plat <br /> Everett, Washington <br /> We understand that sewer manhole 31 and associated pipes were to be installed approximately 5 to <br /> 10 feet west of Lot 101 in road D/W"J." We observed that the contractor encountered a significant <br /> amount of groundwater during their excavation for manhole 31, which resulted in a large excavation <br /> that extended beneath the proposed sidewalk on the west side of Lot 101. The contractor was <br /> ultimately unable to dewater the manhole excavation, so the sewer line was re-designed to eliminate <br /> the need for manhole 31. <br /> The contractor backfilled the excavation for manhole 31 with quarry spalls. A layer of geogrid and <br /> non-woven geotextile was installed above the spalls approximately 4 feet below finish grade. The <br /> contractor then placed and compacted sand, gravel, and crushed rock in lifts above the geogrid and <br /> fabric. We observed a proof roll on the completed backfill material and did not observe any <br /> deflection or rutting in the excavation area, which extended beneath the proposed sidewalk on the <br /> west side of Lot 101. <br /> The excavation and backfill for manhole 31 does not have an impact on the stability of Lot 101. <br /> RTL:SVM:BAS:rcd WASH/iv V. <br /> One copy submitted(via email only) � �,� <br /> Document ID: Polygon-127-01-062416-geom-rev.docx tz: y <br /> ©2016 GeoDesign, Inc. All rights reserved. fitA <br /> 26403,c)ST!~X��r^,� <br /> `'61ONAL'O Signed 06/24/2016 <br /> 15575 SW Sequoia Pkwy,Suite 100 I Portland,OR 97224 1503.968.8787 <br />
The URL can be used to link to this page
Your browser does not support the video tag.