My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4414 RIVERFRONT BLVD 2018-03-13
>
Address Records
>
RIVERFRONT BLVD
>
4414
>
4414 RIVERFRONT BLVD 2018-03-13
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/13/2018 9:09:59 AM
Creation date
3/13/2018 9:09:52 AM
Metadata
Fields
Template:
Address Document
Street Name
RIVERFRONT BLVD
Street Number
4414
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.
/
58
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 /> GEODES1GN Z FIELD REPORT <br /> Project Name: 1 Everett River Front-Simpson Report: 009 <br /> GeoDesign#: i Polygon-127-03 Date: 11/21/2016 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW1505-005 <br /> ( Nick Abdelnour(Polygon) Randy Allen(City of Everett) Weather:Clear,40's <br /> j Ron Bowen(Polygon) Eddy Stevens(Polygon) Arrival/Departure: 1500/1545 <br /> Distribution: m _ __.._ __._w__.___.._ , <br /> Doug Ross(Polygon) Kirk Keck(City of Everett) <br /> € Paul McKee(City of Everett) Dave Foster(City of Everett) € Prepared By�Ben Weinberg, E.I.T. <br /> E m Site Plan(s) ® Density Test Summary Signature: -- <br /> i ........._r__ ,. _._ µ. ,, ._._ _..,, __. _.,.... <br /> Attachments . ....,.... <br /> O Installation Records Other Reviewed By: Jew <br /> PURPOSE of VISIT:GeoDesign representative, Benjamin Weinberg,was on-site part time at the request of John Feltner <br /> with Polygon to observe the foundation subgrade for Lot 122. <br /> SUMMARY of OBSERVATIONS: <br /> Lot 122: <br /> Previously, GeoDesign observed the over-excavated portion on the west half of Lot 122. Today,GeoDesign noted that the <br /> foundation excavation subcontractor had placed a non-woven geotextile material and backfilled the excavation with a 2 inch <br /> clean crushed railroad ballast material compacted into a firm and unyielding mass. <br /> It is the opinion of GeoDesign that the foundation subgrade observed today is currently suitable for support of the intended <br /> structure. GeoDesign recommends that any surficially loose and saturated material be removed from the base of the <br /> foundation areas prior to the placement of concrete. <br /> A summary of our observations can be found in the attached Figure 1.The client and concrete contractor were notified of <br /> our observations prior to our departure from the site today. <br /> This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering or environmental services.We rely on the contractor to comply with the plans and <br /> specitcation%throughoutthe duration of the project irrespective of the presence of our representative.Our war*does not include supervision or direction of the coritreetor,the contractor's employees <br /> or agents.Our firm is not responsible for site safety,This field report is a otWI representation of our field observations,testing,and preliminary recommendations.The report can only be considered <br /> final upon review of the GenDesign protect manager,at indicated by Initials in the'Reviewed Ry"section. <br /> 10700 Meridian Avenue North,Suite 402 I Seattle,WA 98133 I 206.838.9900 - <br /> 2502 Jefferson Avenue I Tacoma,WA 98402 I 253.203.0095 <br /> ; / <br /> I1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.