2005-05-16 Revised Site Plan Review
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SEH
MEMORANDUM
TO:
Dwight Gunnarson
Meyer-Rohlin, Inc.
FROM:
Robert L. Moberg, PE
Project Manager
DATE:
May 16, 2005
RE:
Parks ide Commercial Center
Revised Site Plan Review
Albertville, Minnesota
SEH No. A-ALBEV0501 D70
I have reviewed the revised site plans and drainage calculations submitted for the proposed construction
of Parks ide Commercial Center. I have the following comments:
1. The common drive area adjacent to Casey's General Store must be constructed to support the truck
turning movements into the property. A minimum of 5 inches of bituminous pavement is to be placed
in the common drive area.
2. Storm sewer pipe between FES-l and CB-2 is to be 24-inch HDPE.
3. The concrete skimmer structure detail shall include an 8-inch circular orifice in the center wall. Outlet
pipe is to be an 18-inch diameter RCP.
4. The Hydrocad calculations submitted for Subcatchment Areas A and D must be modified to show
runoff times of concentration that are consistent with the amount of impervious surface in the
drainage area. Pond storage and discharge may be affected by the anticipated increase in runoff.
5. Storm sewer design calculations need to indicate the design frequency. Pipe sizes and slopes and
structure elevations must be consistent with the plans.
Please call me at 651.490.2147 if you have questions.
nm
c: Larry Kruse, City Administrator
Mike Couri, City Attorney
Alan Brixius, NAC, Inc.
Roger Fink, Premier Development Group, LLC
x:\aelalbev\050 l00\d70Iparksidecorrunlctrll51605.doc
Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-5196
SEH is an equal opportunity employer I www.sehinc.com I 651.490.2000 I 800.325.2055 I 651.490.2150 fax