ST1002-CS111115 (3)Page 1 of 1
Keith Marvin — Fwd: Storm Drain Line C
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From: Keith Marvin
To: Martym @JRJPaving.com; Tad Larson; TeryC @JRJPaving.com
Date: 11/15/2011 5:03 PM
Subject: Fwd: Storm Drain Line C
CC: Dutt, Ted; Hollowell, Glenn; Odell, Richard; drp @freese.com
Attachments: ST1002- PN111115.pdf
Gentlemen,
We have crunched all the numbers and determined that we can not make it work to raise the 42" storm drain
over the top of the existing 16" water line. I have marked up sheet SD -4 with a proposal to install a new piece
of 16 "water. We would tap the existing 16" east of the storm junction box, run south and bend back to connect
to the existing 16 ".
The intention is that we can do most of this work without shutting down the water. We would then be able to
shut the water down for no more than a few hours while we make the connection, and cut and plug the old 16 ".
Let me know what you think. If it looks reasonable, give me a cost for this option, and a cost for the raising of
the existing 16" in place.
Call Rick or I with any questions.
Keith
Keith Marvin, P.E.
Project Engineer
(972) 304 -3681
>>> Rhonda Adloo 11/15/20114:51 PM >>>
file: / /C: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4EC29B56City_... 4/20/2012
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