ST0301A-CS101014 (2)
(8/10/2011) Keith Marvin - RE: Fwd: Bethel Road - South Retaining Wall ResubmittalPage 1
From: Keith Marvin
To:deand@JRJPaving.com; Kime@JRJPaving.com; steve@ntbridge.com
CC:Davis, Larry; Thornhill, Caleb
Date: 10/14/2010 3:48 PM
Subject: RE: Fwd: Bethel Road - South Retaining Wall Resubmittal
Attachments:RetWall4.pdf
Dean,
The retaining wall repair is approved for use on the area of wall that was improperly constructed. There is a label on the
provided drawing that seems to imply that the repair is only for use on wall sections between 7 and 8 feet tall. Our
expectation is that this detail will be used to reinforce the wall for the entire length of improperly constructed wall. If this is
not your intention, please advise us so we can discuss it further.
Keith Marvin, P.E.
Project Engineer
(972) 304-3681
>>> Caleb Thornhill <bct@freese.com> 10/14/2010 2:34 PM >>>
Keith,
The steel spacing is acceptable. As long as they are aware this detail will be applied the entire length of constructed wall,
we will approve this detail.
B. Caleb Thornhill, P.E.
Freese & Nichols, Inc.
214-217-2282
-----Original Message-----
From: Keith Marvin [mailto:kmarvin@coppelltx.gov]
Sent: Thursday, October 14, 2010 10:26 AM
To: Tony Diaz; Caleb Thornhill
Cc: Tricia Hatley
Subject: FW: Fwd: Bethel Road - South Retaining Wall Resubmittal
Caleb,
See attached. They still have the 7'-8' label, but does the steel spacing look better?
Keith
Keith Marvin, P.E.
Project Engineer
(972) 304-3681
>>> "Kim Entrekin" <Kime@JRJPaving.com> 10/14/2010 10:23 AM >>>
Hard copies to follow.
From: Dean Dumke
Sent: Wednesday, October 13, 2010 5:42 PM
To: Kim Entrekin
Subject: FW: Fwd: Bethel Road - South Retaining Wall Resubmittal
(8/10/2011) Keith Marvin - RE: Fwd: Bethel Road - South Retaining Wall ResubmittalPage 2
Kim,
Please resubmit the attached revision o the revision for approval of south retaining wall fix to Keith Marvin, Coppell, and
Caleb Thornhill, F&N, first thing in the morning so hopefully we can get final approval to proceed.
Thank you,
Dean
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