Gateway BP(1.4)-CS 960416The City With A Beautiful Future
P.O. Box 478
Coppell, Texas 75019
214-462-0022
April 16, 1996
M. Cristina Gonzalez-Criado, E.I.T.
Albert H. Halff Associates, Inc.
8616 Northwest Plaza Drive
Dallas, Texas 75225
Gateway Business Park Block 2, Lot 1R (Havertys)
Storm Drainage Plans
Dear Ms. Gonzales-Criado
The City of Coppell has received and reviewed the referenced plans and has the following comments
to offer:
1. The proposed drainage system is located in a 20' underground drainage utility easement and
rail reservation (Vol. 95136, Pg. 3876). Is this easement to be used as a railroad spur in
the future. If so, this may create a problem with the proposed location at the storm sewer
system.
2. The storm system located at the northwest corner of the development needs to be in an
easement.
3. Storm Sewer Line B is a private drainage system.
4. The title sheet needs to indicate the legal description of the property (refer to the mark-up
plans).
There are various other minor comments throughout the plans. Once these comments have been
addressed, the marked up plans along with two revised sets of plans should be resubmitted to the
City for review. If you should have any questions concerning these comments, please contact me
at 304-3681.
Sincerely
Michael A. Martin, E.I.T.
Assistant City Engineer
The City With A Beautiful Future
P.O. Box 478
Coppell, Texas 75019
214-462-0022
April 16, 1996
M. Cristina Gonzalez-Criado, E.I.T.
Albert H. Halff Associates, Inc.
8616 Northwest Plaza Drive
Dallas, Texas 75225
Gateway Business Park Block 2, Lot 3
Drainage Channel
Dear Ms. Gonzales-Criado
The City of Coppell has received and reviewed the referenced plans and has the following comments
to offer:
1. The title sheet needs to indicate the legal description of the property (refer to the mark-up
plans).
2. The proposed drainage channel is a private system. A note needs to be provided indicating
the party who is responsible for maintaining the drainage channel.
3. The proposed 60" RCP connection in Freeport Pkwy. is not consistent with the Storm
Sewer Master Plan submitted in 1992. Is there a revised storm sewer Master Plan for this
site?
4. All pavement replacement must be doweled into existing pavement and in conformance with
the City of Coppell's Standard Details.
5. Proposed bore must be a dry bore.
6. Specify the type of filter fabric to be used underneath the rock rip-rap.
There are various other minor comments throughout the plans. Once these comments have been
addressed, the marked up plans along with two revised sets of plans should be resubmitted to the
City for review. If you should have any questions concerning these comments, please contact me
at 304-3681.
Sincerely
Michael A. Martin, E.I.T.
Assistant City Engineer