Browse
Search
2014-409 Planning - Park Construction of NC, Inc. for McGowan Sewer Interceptor Construction Change Order #1 $470,589.95
OrangeCountyNC
>
Board of County Commissioners
>
Contracts and Agreements
>
General Contracts and Agreements
>
2010's
>
2014
>
2014-409 Planning - Park Construction of NC, Inc. for McGowan Sewer Interceptor Construction Change Order #1 $470,589.95
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/22/2017 2:31:11 PM
Creation date
2/11/2015 4:11:13 PM
Metadata
Fields
Template:
BOCC
Date
6/17/2014
Meeting Type
Work Session
Document Type
Contract
Agenda Item
7F - CO
Amount
$470,589.95
Document Relationships
2014-123 Planning - Park Construction of NC Inc for McGowan Sewer Interceptor Construction $597,813
(Attachment)
Path:
\Board of County Commissioners\Contracts and Agreements\General Contracts and Agreements\2010's\2014
R 2014-409 Planning - Park Construction of NC, Inc. for McGowan Sewer Interceptor Construction Change Order #1
(Linked To)
Path:
\Board of County Commissioners\Contracts and Agreements\Contract Routing Sheets\Routing Sheets\2014
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
10
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
Wes; <br /> Please find attached the US Pipe DIP Design pamphlet which addresses the recommended pipe pressure class and laying <br /> conditions at various depths of cover. Please reference Pages 5, 15 and 23 where I've highlighted the appropriate <br /> Information for our condition on the McGowan Interceptor project. <br /> As recommended by the pipe manufacturer, 12"CL 350 can be Installed at depths up to 28' in Type 4 or 5 laying <br /> conditions. <br /> In lieu of the concrete cap,we therefore propose Installing the 12" CL350 DIP in the deeper sections(greater than 24') <br /> utilizing the Type 5 laying conditions criteria of bedding the pipe in compacted crushed stone 4" below the pipe and <br /> backfllling with compacted crushed stone to the top of the pipe. <br /> Please advise If this proposal is acceptable. <br /> Thanks, <br /> Eric Olsen <br /> Park Construction <br /> 919.369.2236 cell <br /> 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.