Freeport NIP(7.0)-CS030228 (3)Teresa Turner RE Freeport X The Container Store
Teresa,
Jack
C. Jack Evans
Project Manager
Pacheco Koch Consulting Engineers
8350 North Central Expressway, Suite 1000
ph: (972) 235 -3031
fax: (972) 235 -9544
Jack:
Teresa
From: "Jack Evans" <jevans @pkce.com>
To: "Teresa Turner" <tturner @ci.coppell.tx.us>
Date: 2/28/03 4:53:20 PM
Subject: RE: Freeport X The Container Store
With respects to the northern detention pond, the Normal Water Surface Elevation 508.00. All
Headwalls entering and exiting the ponds will be at 508, with exception to the headwall which comes off
Freeport Parkway. This was anticipated when Freeport Parkway was constructed and that pipe is rubber
gasketed.
Please do not hesitate to email or call if you have any questions.
Original Message
From: Teresa Turner [mailto :tturner @ci.coppell.tx.us]
Sent: Friday, February 28, 2003 4:41 PM
To: Jack Evans
Subject: Re: Freeport X The Container Store
I received the plans and I believe Larry Davis is working with Mike Cox
to set up a pre -con for next week. Larry had one more question
concerning the plans. Do you know the anticipate water elevation in the
pond with respect to the outfall and headwall? Will the headwall be
submerged under regular circumstances?
"Jack Evans" <jevans @pkce.com> 2/27/03 4:07:19 PM
Teresa,
You should be in receipt of the revised Civil Documents. Please find
the following responses to the City's comments on February 13, 2003:
PLAT:
1. PKCE has coordinated with Travis Crump and he has approved both C123
and C124. Travis mentioned that he would be forwarding a memo to you
stating his approval.
2. A 4.0' side walk has been shown along the south side of Ruby,
extending from Freeport Parkway to Coppell Road, as requested.
Page 1
Teresa Turner RE: Freeport X The Container Store
SHEET SP -1:
1. The proposed drive way will have brick pavers not stamped concrete.
(This will match the rest of the 140 Acres)
SHEET C3.3:
1. We have added a hatched area on the grading plan that will indicate
the locations of areas that will have more than 0.5' of water in a 100
year storm event.
2. Hydrographs for the northern truck courts have been added to the
Drainage Area Map.
SHEETS C3.4 C3.5
1. The outfall of the truck courts were designed so that the inlets
control the amount of water that is being released. (Inlet control
rather than outlet control)
As per our conversation, we have submitted final sealed drawings in
hopes to expedite the grading and utility release. Duke has indicated
that they would like to set up the pre- construction meeting for sometime
next week. Please let me know if this is possible.
Please do not hesitate to call if you have any questions.
Jack
C. Jack Evans
Project Manager
Pacheco Koch Consulting Engineers
8350 North Central Expressway, Suite 1000
ph: (972) 235 -3031
fax: (972) 235 -9544
Paget