Willowood P2/PP-CS 780207FOX[ JaCOBS
February 7, 1978
City of Coppell
P.O. Box 478
Coppell, Texas
75019
Attn: Planning Commission
Re:
Willowood
Preliminary Plat
Gentlemen:
Enclosed are three prints of the revised preliminary plat for your review
and approval. We would appreciate review of this plat at your February
16th meeting.
Please note that we have changed lots 13 through 45 of block D, lots 1
through 12 of block J, and lots 7 through 17 of block K to minimum 70'
wide lots.
We have also changed the name of Reunion Drive to Sandy Knoll Drive and
Woodbine Drive to Clear Creek Drive.
Sandy Knoll Drive dead ends into our north propert~ line for future exten-
sion, as shown on our original oreliminary plat. However, we feel that the
final location should be established by the City of Coppell. We will work
with you in any way oossible to accomodate your decision.
In addition to the above changes, we have also agreed to do the following:
1. Deed restrict to 1400 square foot minimum house.
2. Build only rear entry Flair and Accent homes with
Flairs all along the southern property line.
Dedicate approximately 7 acres for park and two
linear greenbelt parks to the City.
Leave approximately 2 acres on Heartz and Woodhurst
Drive for expansion of Assembly of God Church.
Install bloeade/curb on Park Lane to keep traffic
off of Bethel-School Road until completion of the
project or until the City or County repairs or
upgrades Bethel-School Road.
6. Grade, plant grass and landscape greenbelt drainage
way and park site.
2800 Surveyor Blvd, / P. 0 Box 934, Carrollton, Texas 75006 [214) 242-6561 / BUILDERS OF ~
City of Coppell, Planning Commission 2/7/78 Page 2
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Reserve lots 30 through 45 of block D, and 7 through
17 of blcok E for possible sale to custom builders
for a period of one year. The one year time frame
will begin when Fox and Jacobs sales begin.
Ail streets and alleys will be reinforced concrete, per City standards.
Ail utilities will be underground. Preliminary engineering plans indicate
the utility layout 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
Sandy Knoll 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 Sandy Knoll
Drive east along Willow Lane to Moore Road. An 8" main will also be in-
stalled in Moore Road along the limits of our east property line.
The remainder of the water mains will be 6". Ail mains will be installed
in accordance with City standards.
Sanitar~ 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 ~roposed park site, to approxi-
mately the intersection of Park Lane and Sandy Knoll 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 K along Moore Road. This area
will be served by an 8" main along the south alley of block I and Sandy Knoll.
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 Sandy Knoll 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. If any
additional information is needed, contact me or Don Ti~ton of Gibson Co.
Yours very truly,
FOX & JACOBS, INC.
Mike L Mitchell, P.E.
Land Process Administrator
Enclosures
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