ParkW CC-3/Re-CS 990319March 19, 1999
COPPELL, TEXAS 75019
RO. Box478
CoppelI, Texas 75019
972-462-0022
M. J. Design, Inc.
500 Airline Drive
Coppell, TX 75019
RE: Park West Commerce Center, Replat of Lots 1R-1 and 1R2, Block 2
Dear Madam/Sir:
This letter is to inform you that the Park West Commerce Center, Replat of Lots 1R-1 and R-2, Block 2, to
allow the subdivision of a 48.87 acre tract of land into 2 separate lots located along the north side of Airline
Drive, approximately 2,100' west of Beltline Road, was recommended for approval by the Coppell Planning
and Zoning Commission on Thursday, March 18, 1999, subject to the following conditions:
1)
The applicant acknowledge that site plan review with both Planning Commission and City Council
will be required before any building can occur on this replat area.
2) Abide by Engineering comments (attached).
The date scheduled for consideration by the Coppell City Council is Tuesday, April 13, 1999, at 7:30 p.m. A
representative for this case must be present at this meeting. Failure to represent this item may result in the
denial of this application. In order to forward your case to Council, we need by 12 noon, Wednesday, March
31", 17 additional copies of the Replat.
If you have any questions, please contact me at (972) 304-3675.
Sincerely, ~-, , __
~ ._,. Sieb, A.I.C.P.
I~r~ct~r of Planning & Community
Services
cc: Michael R. Coker
Isabelle Moro, AICP, City Planner
Building Inspection
OEP'ELOPMENT REVIEW COMMITTEE
ENGZIV££ G COMM£ $
ITEM: Park gFest Commerce Center, Replat o~f Lot 1R-1 and Lot 1R-2, Block 2,
allow the subdivision of a 48.87 acre tract of land into 2 separate lots, located i
on the north side of Airline Driv6 approximately 2,100' west of Beltline
Road, at the request of Pacheco Koch Consulting Engineers, Ina
DRC DATE: February 25, 1999 and March 4, 1999
CONTACT: Mike Martin, P.E., Assistant City Engineer (972-304-$679)
CO~2ki~VT STA TUS: ~ z, ~vr n ~ r ,t r, ~, ,/ F1NA L r,
1. If the existing channel on the east side of the property is not going to be enclosed into a
drainage system then a wider drainage easement will be required to accommodate the 4:1
side slopes and a minimum of 10' wide channel bottom.