Willowood P2/PP-CS 771121FOX[ JaCOBS
November 21, 1977
City of Coppell
P.O. Box 478
Coppell, Texas
75019
Attn: Planning Commission
Re:
Willowood
Preliminary Plat
Gentlemen:
Herewith are three (3) prints of the preliminary plat for your review
and approval. We understand that our request for change in zoning
will be heard on December 1, 1977; we would appreciate review of the
preliminary plat at that time.
Ail streets and alleys will be reinforced concrete, per City standards.
Preliminary engineering plans indicate the utility lay out will be as
follows:
Water
The water system will consist of a 12" main from the existing 8" main
in Bethel School Road northeasterly along Park Lane; then northerly
along Reunion Drive and dead ending at the North Property Line. 8"
mains will be installed from the existing main in Heartz Road; east in
Woodhurst Drive; north and easterly along Willow Springs Drive; and
from Reunion Drive east along Willow Lane to Moore Road. An 8" main
will also be installed in Moore Road along the limits of our East
Property Line.
The remainder of the water mains will be 6". All mains will be
installed in accordance with City standards.
Sanitary Sewer
The sewer system will connect to an existing 10" main in Bethel School
Road, just east of Rocky Branch Lane. A 10" main will be constructed
northward in an easement along the eastern edge of the proposed park
site, to approximately the intersection of Park Lane and Reunion Drive.
The remainder of the mains will be 6" and 8" as grades and number of
users dictate. The only critical area will be the 35 lots in Block
11 along Moore Road. This area will be served by an 8" main along the
south alley of Block 9 and Reunion Drive.
Contr.
28005u~eyor Blvd. / P. 0 Box934, Carrollton, Texas75006(214}242-6561 / BUILDERS OF t
City of Coppell
Planning Commission
Re: Willowood Preliminary Plat
Page 2
Ail mains will be constructed according to current City standards.
Storm Sewer
The majority of run off will be handled in streets, alleys and greenbelt
areas, however, there will be a small amount of storm sewer in Willow
Lane from Reunion Drive east to the greenbelt area. It is our intent to
utilize and maintain natural drainage courses as much as possible.
The engineer for this project will be John C. Gibson Company, Inc.
any additional information is required, contact my office and/or my
engineers office at your convenience.
If
Very truly yours,
FOX & JACOBS, INC.
M. L. Mitchell, P.E.
Land Process Administrator
MLM: jm
Eric 1.