Nlake 635(9)/FP-CS 870130GINN, INC.
CONSULTING ENGINEERS
TO:
FROM:
DATE:
SUBJECT-.
City of Coppell
Attn: Shohre Daneshmand, Civil Engineer
Attn: Taryon Bowman, Senior Planning Technician
Ginn, Inc.
January 30, 1987
Lot 2, Block D
Northlake 635 Business Park
In the short time frame available to us, we made a cursory
review of the above referenced subject for general
conformance to the City of Coppell Subdivision Ordinance,
Zoning Ordinance, and applicable standards. The following
sets forth our comments.
We last reviewed this project October 31, 1986, prior to
preliminary plat submittal. If any of the following comments
have already been addressed, please advise.
1. Lot and block numbers in written description do not
coincide with title block.
2. Designate fire lanes on plat.
3. Open storage areas should be "screened" in accordance
with Zoning Ordinance 32.1;5.
e
Dock area should be screened from view from Crestside
Drive.
Verify with Public Works whether water mains, sewer
mains, or storm drainage system needs to be located
within easement or not.
Verify with fire marshall that fire lane turnaround can
be used in lieu of cul-de-sac turnaround.
e
Will adequate parking be available when future expansion
is completed?
Be
Use technical paper 40, not TP-25, in design of storm
sewer. Also 100-year design frequency is required.
9. Indicate radii on driveway.
10. Minimum 8" water lines, to dead end fire hydrants.
11. Provide concrete rip-rap or type "C" headwall at ditch
and 24" storm sewer.
12. Area south of building; will area for future parking
expansion overlap the TP&L easement?
17103 Preston Road · Suite 100 · LB 118 · Dallas, Texas 75248 · Phone 214/248-4900
13. Do not use ductile iron pipe for sanitary sewer.
14. PVC water mains shall be Class 200, DR 14.
Gabe Favre
/ss