My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
04-12-1989 Council Agenda
>
City Council Packets
>
1980-1989
>
1989
>
04-12-1989 Council Agenda
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/8/2014 2:11:10 PM
Creation date
6/26/2013 11:58:27 AM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
57
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
.LASSOCIATES, IN <br />:Consulting Engineers -tend Survwyor.., <br />April 5, 1989 <br />CITY COUNCIL <br />CITY OF LITTLE CANADA <br />515 East Little Canada Road <br />Little Canada, MN 55115 <br />RE: STORM SHELTER, NORTH STAR PARK <br />Dear Councilmembers: <br />500 West Highway 96 <br />St. Paul, Minnesota 55126 <br />484 -3301 <br />We have gathered as much information as possible short of ordering <br />soil borings at the proposed site. This information consists of <br />borings taken by the City in the construction of South Owasso <br />Boulevard and borings taken by John Vitale on the property adjacent <br />to the mobile home park. These borings indicate that the peat <br />becomes progressively deeper as you move north from Owasso Boulevard. <br />The nearest boring to the proposed shelter site is about 250 feet <br />north. This boring indicates a depth of 23 feet of very soft, highly <br />compressible peat. The boring continued deeper and showed very soft <br />silty clay to a depth of 37 feet. It was terminated at 46 feet <br />without finding refusal. From this data, it is conceivable that the <br />peat may extend to a depth of 20 feet and soft clay for another 20 <br />feet. <br />Our estimates are based on excavating to a depth of 10 feet and <br />placing granular fill over a mirafi fabric to keep the fill from <br />being absorbed by the peat. This would be covered by a reinforced <br />concrete slab. The culvert sections would be placed on the slab. <br />The cost of material is based on the price list furnished by Elk <br />River Concrete Company. The erection costs consist of unloading <br />the culverts and placing them with proper joints. <br />We have also added more for contingency the normal because of the <br />unknown. Soil borings on the site would be absolutely necessary <br />before proceeding. <br />It should be pointed out that these culverts are extremely heavy. <br />The smallest structure requested would require nine sections. Each <br />section weighs 19 tons making a total of 171 tons for the shelter. <br />Page 14 <br />
The URL can be used to link to this page
Your browser does not support the video tag.