ST0702-CS1001290 1 N01 CIM; Lei -
1701 N Market 5t., #500, LB51 • Dallas, Texas 75202 • 214 - 217 -2200 • fax 214.217 -2201 www.freese.com
TO:
Keith Marvin, PE
CC:
Caleb Thornhill, PE
FROM:
Brett Bristow, PE, LEED AP
SUBJECT:
Coppell Road Outfall Earth Balance Process
DATE:
January 29, 2010
In order to measure the earth - balance for the Coppell Road Storm System Outfall a comparison had to be
made between the proposed outfall contours and the City of Coppell 2ft contours. To make this
comparison the following steps were taken:
• Set the proposed outfall contours to actual elevations and create a surface from those contours in
AutoCad Civil 31).
• Create a surface from the City of Coppell 2ft contours in AutoCad Civil 31).
• Create a volume comparison between the proposed outfall contours and the City of Coppell 2ft
contours using AutoCad Civi13D's Surface Utility volume calculator.
AutoCad Civil 'ID's volume calculator determines the cut, fill and net volumes for the comparison
surfaces. The Outfall 31) Rotated detail, on the attached Exhibit EX A, shows the outfall in a rotated
view. This view shows how the 3:1 side slopes of the outfall tie into the existing 2ft contours surface.
If you have any questions please do not hesitate to ask.
Thank you,
Brett Bristow, PE, LEED AP
S7,
IMIU MMLS
1701 N. M,rk,f Sire i, S,R, SOD, LB 51
oaua Texas 752 2-20D1
Phone — (214) 217 -2200
F — (214) 217 -2201
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OUTFALL PLAN VIEW
CITY OF COPPELL
COPPELL ROAD
CIVIL
OUTFALL EARTH - BALANCE
EXHIBIT
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Freese and Nichols, Inc.
Texas Registered Engineering Firm F -2144
AS SHOWN EX A
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OUTFALL 3D ROTATED