Gulf United/PP-CS 941201~)1 m~//~k GROMATZKY DUPREE and ASSOCIATES
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December 1, 1994
Mr. Gary Sieb
City of Coppell
255 Parkway Boulevard
Coppell, Texas 75019
Re:
New Gulf Bearing Facility
Coppell, Texas
GDA Project No. 94049
Dear Mr. Sieb:
We are in receipt of the November 22, 1994 City of Coppell Staff Comments
regarding Gulf United Industries Preliminary Plat application. The following
actions have been taken:
Building Inspection Comments:
Parking has been adjusted to allow for 10 foot landscape setback on
west property line.
o
Request for landscape screening in lieu of masonry screen wall along
loading areas has been added to the preliminary plat.
Planning Department Comments:
Requirements for irrigation and landscape noted will be addressed in the plans
submitted for building permit.
TU Electric and Lone Star Gas Comments:
Preliminary load requirements are provided in the attached letter dated
November 28, 1994, from Basharkhah Flower, Inc., the MEP engineering
consultant for the project. Please advise regarding utility easement
requirements.
Fire Marshal Comments:
1. Fire lane has been added to the South parking lot.
2. The building will be fully sprinklered.
Mr. Gary Sieb
December 1, 1994
Page -2-
o
A knox box will be installed; is this item provided by the Fire
Department? Please indicate where you would like it to be located.
Per conversation between Brockette Davis Drake (civil engineer), and
Troy Glidewell, the existing fire hydrants around the perimeter of the
site provide the necessary coverage. No additional fire hydrants are
planned at this time.
Engineering comments:
Preliminary Plat:
Common access easement 15' wide x 60' deep, is provided at the
north and south ends of the west property line. A letter requesting the
adjacent property owner provide a symmetrical easement on their side
of the property line has been sent and is attached for your information.
2. A 20' drainage easement has been added to the plat.
o
The existing 300' x 10' easement at the northwest corner of Royal Lane
and Bethel Road is to remain. A 5' sidewalk/utility easement has been
added to it along its entire length.
Paving and Drainage Plan:
o
The design team recommends the left turn lane allow for 100 feet of
storage; this should accommodate the traffic expected at the new
facility.
lhe grades have been revised.
Brockette Davis Drake has reviewed the water discharge onto Royal
Lane - the existing drainage system appears to be adequate for the
volume anticipated.
Water and Sanitary Sewer Plan:
1. A waste water access device will be provided.
2. Bores will be specified dry bore only.v'
The 6" water line is provided to the building to service the automatic
fire sprinkler system. Exact entry point to the building has not been
determined.
Mr. Gary Sieb
December 1, 1994
Page -3-
Landscape Plan:
1. Visibility sight lines are shown on the landscape plan.
Proposed Site Plan:
1. Parking spaces are 9' x 18' with a 2' overhang for a total of 9' x 20' = ~
180 S.F.
The east drive out of the loading area along Royal Lane has been
changed to a 30' radius on the south edge, the south drive out of the
loading area has been changed to a 30' radius on both edges.
o
Brockette Davis Drake has checked the turning radius at the north drive
along Royal Lane; 10' radius is adequate for automobile traffic.
Please consider our revised documents for acceptance.
Sincerely,
GROMATZKY DUPREE AN D ASSOCIATES
/lb
CC:
Bruce Garber, Gulf Bearing, Inc.
Ross Ramsey, Gulf Bearing, Inc.
Daniel Lim, Brockette Davis Drake
Steve Rahn, SRA
Start Bell, BFI
Charles Gromatzky, GDA
Bill Belshaw, GDA
File