JWI Addition-CS000629 (2) DEVELOPMENT REVIEW COMMITTEE
ENGINEERING COMMENTS
ITEM: JWI Addition, Plat. Lot 1, Block 1. Minor Plat. to allow the development ora
restaurant and beauty shop on approximately L27 acres of property located
along the east side of Coppell Road, approximately 200 feet south of Cooper
Lane, at the request of Tom Cravens.
DRC DATE: June 29, 2000 and July 6, 2000
CONTACT: Mike Martin, P.E., Assistant City Engineer (972-304-3679)
REVISED
AFTER
1. The overall site construction plans (drainage, grading, utilities) must be designed by a
professional engineer.
2. The preliminary drainage plan needs to show the 100-year storm event runoff and contour
information. Also the proposed drainage areas need to be delineated the amount of runoff
from each drainage area and how it will be collected. If there is not an adequate drainage
system to collect the increase runoff then it may be necessary to construct an offsite drainage
system and/or a detention pond.
3. The proposed storm pipe under the new driveway must be sized to handle the 100-year storm
event. The minimum size pipe allowed is 18".
4. Water, wastewater, and roadway impact fees will be required for proposed improvements.
5. Will the proposed onsite curbs be concrete?
6. On the utility plans show fire hydrant locations. Fire hydrant locations must be approved by
the Fire Marshal.