WA9301-CS 940707To:
From:
RE:
Date:
MEMORANDUM
Public Works Departmem
Mike Martin, E.I.T., Engineering Department
Rate of Flow Controller (WA 93-01)
July 7, 1994
The Engineering Departmem has reviewed the referenced plans and has the following comments:
1. Driveway and parking lot should be 6" concrete with 6" stabilized subgrade as per
the City's Standard Detail.
This site was not part of the Riverchase reclamation.
permit should be provided for the fill and fence.
provided for your use.
A flood study and floodplain
A floodplain map has been
Sandy Lake Road is currently under design by Sverdmp Corp. through Dallas
County and the project is scheduled to begin in late 1995. Attached are copies of
the preliminary cross section and plan and profile sheets showing the proposed
grades of Sandy Lake Road.
4. The typical channel cross section on Sheet 4 needs to show the approximate width
of pilot channel and a note stating it will be concrete.
OATE
LD
PJC