My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Pavement Management Plan
Centerville
>
City Council
>
Agenda Packets
>
1996-2022
>
2011
>
Pavement Management Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/10/2011 10:24:41 AM
Creation date
2/10/2011 10:24:35 AM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
90
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
Water Main <br /> IMPROVEMENTS <br /> Along with the other utility improvements, it is necessary to upgrade the water system for fire flow and to <br /> add additional pipe in order to provide water service to the proposed new buildings. The estimated average <br /> daily demand for the area once it is developed is 120,000 gallons. The demand may peak up to 250,000 <br /> gallons per day at its maximum, These estimates are based on statistics for th ropolitan area and <br /> general published data. Using these numbers it is conservative to assume the ter use for the <br /> developed area will be 3,200 gallons per acre per day, <br /> In 2005 the City completed construction of a 0.5 million gallon r wer. Thi r, along with the <br /> existing two primary wells, will be sufficient to serve the full velo d area assum e previously <br /> stated demand. It should be noted, however, that the fa' of one o the wells on a p m d day <br /> would result in the City running out of water and bei u o serv residents. )t is, t ore, <br /> strongly recommended that the City proceed with their plans ir eIL ' <br /> i <br /> It has been determined through analysis that ater system is ca f providing a fire flow of 2,500 <br /> gpm for 3 hours to the downtown redevelopm is is equivale ;000 gallons of water, � <br /> leaving 50,000 gallons for typical operations du th ich is exa the capacity of the tower. All � <br /> mains can maintain this fire flow with the excepti of t -end node on Westview Street. It i <br /> is just under 2,500 gpm. If n this node can oped dow connect with the water main on <br /> Main Street. See Append� for a �n-depth disc ion of the analysis. I <br /> ��� , <br /> Similarly to the sewer servic �� tio ' ure 4.1) sho ne service installed per townhome complex i <br /> while Option 2' 4.2) ins in o each townhome unit. tt is recommended that the <br /> City chose ater s in order to keep costs down. I <br /> CO � TE <br /> �. <br /> The following c� imate repr nts the project cost of the proposed water improvements. <br /> TABLE 3- WATER MAIN COST ES7IMATE <br /> Item tion 1 Total 'on 2 Total <br /> Connect existin $6,000 $6,000 <br /> ater main $51,100 $54,000 <br /> Valves and H drants $35,800 $48,300 <br /> Fittin s $16,800 $24,000 <br /> Services $21,500 $68,700 <br /> Constructian Cos $131,200 $201,000 <br /> Contin encies (5%) $6,600 $10,100 <br /> En ineerin , Admin., Le al, Bondin (30%) $39,400 $60,300 <br /> Total Cos $177,200 5271,400 <br /> Ciry of Centerville Project No: 616-07-1610 <br /> Downtown Redevelopment �i �n�� Page 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.