ST8402-CS 890619GINN, INC. CONSULTING ENGINEERS
June 19, 1989
Mr. Scott Ba~, P.E.
L.H. Lacy/~5.
P.O. Bo~'"541297
Dal~ 75354-1297
R~: Denton Tap Road Improvements
from Sandy Lake Road to Denton Creek
Dallas Water Utilities 30" Water Line Relocation
Dear Mr. Balch:
In response to our May 25, 1989 letter concerning your proposed
resolution of the conflict between the improvements to be
constructed as a part of this project and the existing water
line, Dallas Water Utilities has written the attached letter
dated June 8, 1989. We believe that Dallas Water Utilities'
intentions to proceed with their previously planned relocation
are in the best interests of both themselves and the City of
Coppell.
This letter will serve as the official notification that your May
15, 1989 Proposal concerning the above captioned item has been
reviewed, considered and found to be unacceptable. We thank you
for your efforts in attempting to expedite resolution of the
conflict.
Please call me if you have any questions.
Sincerely,
John C. Karlsruher, P.E.
Project Engineer
JCK/dsp
cc: Russell Doyle,
H. Wayne Ginn,
Randy Fleming
File 379/280
enclosure
17103 Preston Road · Suite 100 · LB 118 · Dallas, Texas 75248 · Phone 214/248-4900
dallas water utilities
ENGINEERING
320 East Jefferaon Dallas, Texas 75203 (214) 948-4550
June 8, 1989
Ginn, Inc., Consulting Engineers
17103 Preston Road
Suite lO0 LB-118
Dallas,. Texas 75248
ATTN: Mr. John C. Karlsruher, Project Engineer
Re: Denton Tap Road Improvements from Sandy Lake Road
to Denton Creek, Coppell, Texas
Dear Mr. Karlsruher:
DWU has reviewed the proposal by L.H. Lacy Co. for alleviating the
conflict between the existing 30" R.C. water main and the proposed paving
and drainage for the referenced project. Using the data furnished we
have detemined that approximately 140' of the existing 30" water main
would have less than 2' of clearance between the bottom of the proposed
paving and the top of pipe. Based on this detemination DWU will
continue with the process of lowering the 30" water main to alleviate
conflicts.
As for the clearance of 2' between the existing 30" water main and bottom
of paving at paving station 185+00, we reiterate that the contractor
please work with caution to avoid damage to this water main.
If you have any questions, please contact Jimmy Rogers or Rick Zohne
at 948-4590.
Si rice rely,
T.W. Stewart, Acting Manager
Water & Sewer Design Division
JLR:dd
c: Mike Parsley
Mike Rickman
File
A city utility providing Dallas with water purification and distribution, waste water collection and treatment