ST0301A-SP100608
(8/13/2010) Keith Marvin - RE: FW: Emailing: Bethel Road Budget NumbersPage 1
From:
"Zach Fusilier" <zfusilier@ntexcon.com>
To:
"'Keith Marvin'" <kmarvin@coppelltx.gov>, "'Butch Cross'" <butchc@JRJPav...
CC:
"'Glenn Hollowell'" <GHOLLOW@coppelltx.gov>, "'Larry Davis'" <LDAVIS@cop...
Date:
6/8/2010 9:31 AM
Subject:
RE: FW: Emailing: Bethel Road Budget Numbers
Keith,
This is definitely adequate to do a budget now, thanks again for the help.
Zach Fusilier
North Texas Contracting
4999 Keller Haslet Road
Keller, Texas 76248
Office - 817-430-9500
Cell - 817-819-6691
-----Original Message-----
From: Keith Marvin [mailto:kmarvin@coppelltx.gov]
Sent: Tuesday, June 08, 2010 9:20 AM
To: Butch Cross
Cc: Glenn Hollowell; Larry Davis; Ted Dutt; Martym@JRJPaving.com;
zfusilier@ntexcon.com
Subject: Re: FW: Emailing: Bethel Road Budget Numbers
Gentlemen,
I'm attaching City of Coppell standard detail 5160 for your use in
estimating the cost of this installation. In addition to the detail I will
try to answer your questions as best I can:
1. Pier/column diameter is 18"
2. We have not yet done the detailed design necessary to give you more
exact information on pier height/depth, however I am attaching the
geotechnical report for your use. Reviewing these documents, shale appears
to be at or above the flowline of the creek, and the detail calls for 6'
penetration into shale.
3. The intention of option one is to tie into the existing siphon box.
This will require some work inside the existing box. I'm attaching pictures
and plans of the original construction. The valves and piping will need to
be removed, the interior baffle will need to be removed, the wall between
the two sides of the box will need to be modified, and an invert will need
to be formed in the bottom of the box to direct the flow to the new outlet
location.
4. Ductile iron pipe will be sufficient for the exposed pipe.
5. Pier caps and strapping should conform to the attached detail.
In addition to the installation of this new aerial crossing, please include
a cost for removal of the abandoned 10" aerial crossing just north of this
proposed installation. That pipe should be cut and plugged in the bank, and
the piers and pipe should be removed and disposed of.
(8/13/2010) Keith Marvin - RE: FW: Emailing: Bethel Road Budget NumbersPage 2
Feel free to contact me with any further questions. If you want to gain
access to the siphon box to help you understand what is inside, please
contact our water utilities folks at 972-462-5150, and someone will meet you
out there.
Once we have some budgetary numbers we will discuss it internally and decide
which option, if any, we want to proceed with. Once we have made that
decision we will finalize the design and give you an opportunity to review
it again before we finalize a change order.
Keith Marvin, P.E.
Project Engineer
(972) 304-3681
>>> "Butch Cross" <butchc@JRJPaving.com> 6/8/2010 8:31 AM >>>
-----Original Message-----
From: Zach Fusilier [mailto:zfusilier@ntexcon.com]
Sent: Monday, June 07, 2010 9:31 AM
To: Butch Cross
Cc: anord
Subject: RE: Emailing: Bethel Road Budget Numbers
Butch,
Can you ask the City / Engineer the following questions so we can finish up
the budget for them:
1) Please provide diameter of piers / columns
2) To determine the lengths of the drilled shafts and columns can a top and
bottom elevation be given.
3) On option 1 at Station 2+52, is that a new structure drawn or are we to
simply connect to the old structure
4) Please confirm that for either option exposed DIP CL 52 will be used and
no special casing or anything is required.
We can estimate the pier caps and straps and should be able to finish the
budget if given this information. Thanks
Zach Fusilier
North Texas Contracting
4999 Keller Haslet Road
Keller, Texas 76248
Office - 817-430-9500
Cell - 817-819-6691