ST9304-ES000316KATNT INLE -�
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200 EAST BELTLINE ROAD COPPELL, TEXAS 75019 214/898 -0227
March 16, 2000
Ken Griffin, P.E.
Director of Engineering/Public Works
City of Coppell
P.O. Box 478
Coppell, Texas 75019
Re: Beltibne Rd. Project ST 93 -04
Dear Ken:
I've only just received comments and mark ups for the slope easement requested by Dallas
County and Coppell for the reconstruction of Beltline Rd. in front of our location at 200 E.
Beldine Rd. Pete Hennessey, of Hennessey Engineering, is recommending a minim
vertical curve of 25' length for the transition from new paving to existing driveway paving
for optimal truck access. Additionally, he suggests that the easement grant additional
temporary work space for construction of the driveway transition.
As we have already signed and returned the easement to you, Pm not sure how to proceed
at this point.
Please review the attached information and then contact me regarding same.
I'll be out of town until March 27th, so will look forward to visiting with you, at your
convenience, when I return.
Thank you,
thy Ingle
May-14-00 Pet '-iennessey 9 - 245. 7087 P.01
HENNES SEY ENGINEERING, INC.
1417 W. MAIN S7. - SUITE 100 0 CARROLLTON, TEXAS 75006 -6912
(972) 245 -9478 • FAX (972) 245 -7087
March 13, 2000
Mrs Kathy Ingle
Owner
200 East Beltline Rd
Coppell Texas 75019
Re: 200 E. Beltline Rd. - Shake and Shingle #9907.09
Phone: 972 393 0227 Fax: 972 462 9518
Dear Mrs Ingle .
A Civil Engin6ering review was performed on the entrance
drives to the Shake and Shingle Property between road stations
12 +00 and 16 +00 along the north right of way line.
The existing grade of Beltline road was originally at a
higher elevation than the Shake and Shingle property. The
proposed Beltline pavement is lowered two to three feet from
the original condition which necessitates an upwards ramp to
the Shake and Shingle property then a slope downwards along the
existing drives.
The location and slope of the access drive is shown on
plan view at station 13 +61.46 and on cross section view at
station 13+59.41. To ease the transition of grade change for
large trucks, a minimum vertical curve of 25' length should be
designed for the transition from new paving to existing
driveway paving;at the truck access.
The enclosed mark ups show the general location of the
vertical curve. The easement document should grant additional
temporary work space for construction of the driveway
transition.
Sincerely,
Pete Hennessey, P.E.
President c: \works \990709.WPS disk 650
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