My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-179
CBCC
>
Official Documents
>
2000's
>
2008
>
2008-179
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/4/2016 1:52:08 PM
Creation date
10/1/2015 12:13:10 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
06/03/2008
Control Number
2008-179
Agenda Item Number
12.J.3
Entity Name
SPS Contracting Inc.
Subject
Utility Improvements
Area
8300 Block of SR 60 - Indian Creek Blvd.
Supplemental fields
SmeadsoftID
7056
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
25
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
Crossing SR 60 at 82d Avenue, the replacement of 12" water <br /> main with 10 If 12" PVC and 200 If 14 " HDPE Directional Bore (1 <br /> bore). <br /> Crossing SR 60 at Mh Avenue, the replacement of 12" water <br /> main with 10 If 12" PVC and 1471f 14" HDPE Directional Bore (1 <br /> bore). <br /> Construction of four (4) vertical deflections for existing water <br /> mains to eliminate conflicts with future roadway and drainage <br /> improvements. <br /> The Contract requires new water mains to be connected to existing <br /> facilities at several locations and for existing systems to be replaced <br /> and to be removed and/or abandoned and grouted in accordance <br /> with the Contract specifications. The Contract requires that existing <br /> services to potable water users not be interrupted. <br /> Sewer Force Main <br /> Sewer Force Main Improvements consist of- <br /> - On the north side of SR 60, from 8300 SR 60 to 82+d Avenue, the <br /> replacement of 4" force main with 5301f4" PVC. <br /> — On the south side of SR 60, at 8000 SR 60, the replacement of <br /> 10" force main with 14 If 10" PVC and 500 if 12" HDPE <br /> Directional Bore (1 bore). <br /> — Crossing SR 60 at 8300 SR 60, the replacement of 6" force <br /> main with 20 If 6" PVC and 150 if 6" HDPE Directional Bore (1 <br /> bore)- <br /> - Crossing SR 60 at Mh Avenue, the replacement of 10" force <br /> main with 10 If 10" PVC and 143 If 12" HDPE Directional Bore (1 <br /> bore). <br /> — Construction of five (5) vertical deflections for existing force <br /> mains to eliminate conflicts with future roadway and drainage <br /> Improvements. <br /> The Contract requires new sewer force mains to be connected to <br /> existing facilities at several locations and for existing systems to be <br /> replaced, and to be removed and/or abandoned and grouted In <br /> accordance with the Contract speciflcatlons. The Contract requires <br /> that existing sewer collection / transmission service not be <br /> interrupted. <br /> Non-Potable Main <br /> Non-Potable Water Main Improvements consist of <br /> Crossing SR 60 at 82d Avenue, the replacement of 12" non- <br /> potable water main with 15 if 12" PVC and 220 If 14" HDPE <br /> Directional Bore (1 bore), and the removal and abandonment <br /> and grouting of the existing non potable water main. <br /> The construction of the utility improvements described above shall <br /> also consist of, but not limited to., resetting of signs, mailboxes and <br /> 00530-2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.