Raintree Vill/FP-CS 850410GINN, INC. CONSULTING ENGINEERS
TO:
FROM:
DATE:
SUBJECT:
Ron Ragland
Attn: Mark Sweeney
GINN, INC.
April 10, 1985
Raintree Village
Final Plat
Our firm has reviewed the above plat and construction plans
for conformance with the City of Coppell Subdivision
Ordinance. We do not recommend that it be placed on the
April 18, 1985, Planning and Zoning Commission agenda for
approval. Enclosed please find a copy of our letter to the
developer of this project.
Please feel free to contact me concerning the above.
~V. Wa~kum, P.E.
/sr
Enclosure
16135 Preston Road · Suite 106 · Dallas, Texas 75248 · Phone 214/386-6611
GINN, INC.
April 2, 1985
CONSULTING ENGINEERS
Nelson Engineering Corporation
7311 Ferguson Road
Dallas, Texas 75228
Re:
Raintree Village
Final Plat and Construction Plans
Coppell, Texas
Gentlemen:
This firm has reviewed the above plat and plans for
conformance with applicable City ordinances. Before we can
recommend that it be placed on the Planning and Zoning
Commission agenda for approval, the following items need to
be addressed.
An owner's association must be responsible for the
maintenance of screening walls and landscaping per
streetscape plan.
2. Sidewalks are required along MacArthur Boulevard.
Please provide a visual barrier such as a screening
wall between DeForest Road and the alley along Block A.
Please show drainage areas along MacArthur Boulevard
and outlet points.
Please provide a landscape plan conforming to street-
scape plan. A landscaped median entrance is recommended
at Lake Forest Drive and Village Drive.
Please show limits of 100-year flood on drainage area
map and plat.
Please show condition of property to east, particularly
at drainage outlet and streets. Have owners to the
north and east furnished an easement for drainage outlet?
Should the 8' sewer main on line A be extended to the
east?
8. Provide a street lighting plan.
Please show sidewalks or show when they will be
constructed.
10. Horizontal curves in sanitary sewers are not permitted.
11. The distance from sewer clean-outs to a manhole should
not exceed 220'.
Iel3'3Prcqon RoaA · ,qui~c 106 · Dalla-,Tcxa- 7~248 · Phone21.1,
12. Please show storm sewer laterals in profiles. Please
maintain minimum 1.5' vertical clearance between water
and sewer mains.
Please feel free to contact me concerning the above.
Sincerely,
GINN, INC.
o~hn V.'Wankum, P.E. /sr
cc: Ron Ragland