My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9A - P & Z Admin Report
Laserfiche
>
Planning & Zoning
>
Agenda Packets
>
2009
>
08-20-2009 Planning Commission Meeting
>
9A - P & Z Admin Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/16/2016 11:30:44 AM
Creation date
5/16/2016 11:30:12 AM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
39
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
May 12,2009 SMITHH <br /> NoLTING <br /> Mr.Carl J. Smith,Jr. <br /> Car-Col Construction and Trailside Estates,LLLP <br /> 19513 State Highway No. 371 <br /> Brainerd,MN 56401 <br /> VIA Email and regular mail <br /> Re: Pequot Lakes, MN <br /> Trailside Estates <br /> WSN No. 0130B0034 <br /> Mr. Smith: <br /> This is a follow-up to our February 24,2009 letter to you and our subsequent meeting on <br /> the above referenced project."1'he City needs you to address sub-standard depth <br /> watermain(plans required 8.5 feet of cover)under the agreement's one-year correction <br /> period. <br /> In looking at gate valve measurements and information from construction notes,the <br /> estimate is that you will need to insulate watermain from about Sta 7+20 to Sta 11+00 <br /> and from about Sta 12+50 to Sta 12+60(Trailside Road on the plans,what is now called, <br /> I believe,Isabelle Drive). <br /> Please submit a written plan and corresponding week-by-week bar chart schedule for <br /> your corrective work to our office,and copy the City,by no later than Wednesday,May <br /> 27,2009. <br /> To assist,following is a possible draft that you might want to expand upon: <br /> 1. Install proper erosion control devices <br /> 2. Pothole <br /> We believe everyone will acknowledge that it will be difficult for you to know the <br /> exact depths of the watermain along these above approximate Stations without <br /> exposing it. We would anticipate that your plan would be to start near known sub- <br /> standard depth gate valves and pothole at intervals out from these locations to <br /> better determine the depths of cover over the watermain and extent of the work. <br /> 3. Stockpile existing topsoil and remove necessary curb and gutter and pavement <br /> See comment in No. 7 below on extents of removals. <br /> 4. Excavate <br /> Be careful not to disturb storm sewer or sanitary sewer improvements. <br /> 7804 Industrial Park Road • PO Box 2720 a Baxter,MN 56425-2720 ■ TEL-218.829.51 17 ■ rnz:218.829.2517 ■ wFa:www.wsntnn.com <br /> ENGINEERING ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SERVICES AAArO <br />
The URL can be used to link to this page
Your browser does not support the video tag.