ST0301A-CS100823 (4)2011) Keith Marvin - FW: Bethel Road Reconstruction -North Retaining Wall ROW conflict Page 1
From: Caleb Thornhill <bct @freese.com>
To: Dean Dumke <deand @JRJ Paving. com >, Keith Marvin <kmarvin @coppelltx.gov>
CC: Ken Griffin <KGRIFFIN @coppelltx.gov >, Tricia Hatley <thh @freese.com >, Ch...
Date: 8/23/2010 4:56 PM
Subject: FW: Bethel Road Reconstruction - North Retaining Wall ROW conflict
Attachments: 20100823143532. pdf
Dean /Keith,
Listed below are two different options we need JRJ's estimated construction cost to eliminate the north
retaining wall ROW conflict:
Modify poured footing -
a. Modify poured footing from STA 37 +07.87 to STA 37 +62, approximately 56 LF. We'll remove 2' of
existing footing from face of wall and add an additional 3' of footing to back of wall per attached detail.
Alignment of wall will remain the same.
2. Remove and replace footing of retaining wall -
a. Remove and replace poured footing from STA 37 +07.87 to STA 37 +70, approximately 62 LF. Wall
and footing will need to be removed and realigned to avoid ROW conflict. Wall will remain TxDOT
standard RW 1(H)C.
Dean, please contact me if you have any questions regarding this estimate.
B. Caleb Thornhill P.E.
Project Manager
[cid : i mage001. j pg @01 C B42 D6.98757460]
Freese and Nichols, Inc. <http: / /www.freese.com />
* Main: 214 - 217 -2200
* Direct: 214- 217 -2282
* Fax: 214 - 920 -2565
* Email: bct@freese. com < mai Ito bct@freese. com >
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SAW CUT LINE
i
N
Irl-
• 1 I • • O
2'
EXISTING
FOOTING TO
BE REMOVED)
9 ») cv
# BARS @ 12 "C /C
- #5 BAR @ 6 "C /C
(DOWEL 1' -3" INTO
EXISTING FOOTING)
3'
(NEW FOOTING)
SECTION A -A
NOT TO SCALE