2001-09-11 Street and Utility Plan Review
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MEMORANDUM
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1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717
320.229.4300 800.572.0617
320.229.4301 FAX
TO:
Linda Goeb
City Administrator
Albertville, Minnesota
FROM:
Peter J. Carlson, P.E.
City Engineer
DATE:
September 11, 2001
RE:
2001 Cedar Creek South 7th Addition
Street and Utility Plan Review
Albertville, Minnesota
SEH No. A-ALBEV 0202.00 14
I have reviewed the Street and Utility plans for the above referenced project and have the
following comments.
1) The easement shown on the preliminary/final platon Lot 26, Block 1 should be described
as an Access, Drainage, and Utility Easement.
2) The Typical Entrance Drive and Townhomes Drive Sections thickness should be as
follows: 1.5 inches bituminous wear, 2.5 inches bituminous base, 8 inches Class 5, and
12 inches sand.
3) The street sections should also include geotextile fabric throughout. See city plates.
4) Draintile should be placed under the curb 100 feet either direction from all low points,
connected to a catch basin. See city plates.
5) A permit should be obtained from Wright County allowing storm water runoff into the
county highway right-of-way before construction begins.
shlcb
c: Mike Couri, City Attorney
Cindy Sherman, Northwest Associated Consultants
Jon Wilczek, Meyer-Rohlin, Inc.
Scott Hedlund, SEH
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