Vlgs of C P3/PP-CS 900402DON A TIPTON, INC.
April 2, 1990
Ms Taryon Bowman, Dir. of Planning
CITY OF COPPELL
255 Parkway Blvd.
Coppell, Texas 75019
CONSULTING ENGINEERS
ENGINEERING · SURVEYING · PLANNING
6330 Belt Line Road Suite C GARLAND, TEXAS 75043
3344
(214) 226-2967
RE: VILLAGES OF COPPELL, PHASE III
Coppell, Texas
Dear Ms. Bowman:
Please find listed below the response to the DRC meeting of
Thursday March 29, 1990 and the review letter from Ginn Inc. of
Friday March 30, 1990:
I. PRELIMINARY PLAT:
1. We have corrected and added all the names and zoning
of adjacent properties.
2. We have added the location, widths, and names
existing and proposed streets and easements.
of all
3. We have added the floodplain development permit note.
4. We have added all the preliminary easements required
by T.U. Electric, General Telephone, and the City of
the Coppell.
5. We have added to the plat all the proposed variances
to the sub-division regulations.
6. We will request a variance to the minimum street
center line curve radius of 425 feet in order to allow
for flexibility of placement of the roadway parallel
to the existing floodplain and tree masses.
7. We have included all
the plat.
the corner visibility clips on
Ms Taryon Bowman
April 2, 1990
Page 2
II. PRELIMINARY WATER & SEWER:
1. We have shown the existing water line in Deforest
Drive.
2. We will adhere to the minimum design requirements of
the sub-division regulations in regard to the sanitary
sewer.
III. DRAINAGE:
1. The offsite drainage to the north flows towards our
property in a south easterly manner and is currently
designated to lie within the 100 year floodplain as
determined by the current City of Coppell drainage
study of Denton Creek Drainage Basin. The drainage
area discharges at our north eastern property corner.
We will provide the appropriate drainage easement to
accommodate for that particular discharge. At the
time of final platting a detailed hydraulic study will
be provided to determine the exact location of the
proposed drainage easements.
2. It is our understanding the floodplain study of Denton
Creek Basin is being finalized with the City of
Coppell and its consultant, Kimley-Horn and the said
study will be approved by city council in the near
future.
3. We have utilized TP-40, 10 minute TC for runoff
calculations.
This concludes our response to the review comments, please find
enclosed four (4) revised sets of preliminary engineering and
six (6) prints of the preliminary plat. If you have any
questions regarding this project, please call.
Sincerely,
Executive Vice President
PA/df
encls.
cc: Ms. Shohre Daneshmond, P.E./City of Coppell