2000-01-04 Prelim Plan Review=~~
MEIVI®f?ANDUM
1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717
TO: Linda Goeb
City Administrator
City of Albertville
FROM: Peter J. Carlson, P.E.
City Engineer
DATE: January 26, 2001
RE: Site Plan Review
Albertville Plaza
Albertville, Minnesota
SEH No. A-ALBEVO101.00 D37
320.229.4300 800.572.0617 320.229.4301 FAX
I have reviewed the revised plan for the above referenced project and have the following
comments:
1. As proposed on Lot 3, Block 1, there is potential for vehicles wanting to proceed in the
drive thnu to block traffic. It is recommended that the easterly driveway access be
redesigned as an exit only.
2. At Pond 3 there does not appear to be enough room to grade the top of the pond to a 958
elevation. A minimum of 3:1 slope or flatter is acceptable.
3. The proposed slope along the south lot lines shall be revised to a minimum 3:1 slope or
flatter.
4. The location of the storm sewer inlet is too close to the outlet. As shown storm water
flaw would short-circuit the pond. The inlet shall be moved approximately 65 feet
easterly.
5. Afire hydrant shall be added at the northeasterly corner of the building shown on Lot 1,
Block 1.
6. The fire hydrant proposed for Lot 3, Block 1 shall be moved approximately 70 feet to the
south.
7. In any of the proposed buildings will be sprinkled, a post indicating valve will be
required. The location of the PIV shall be verified with the building inspector and the fire
department.
Short Elliott Hendrickson Inc. Offices located throughout the Upper Midwest • Equal Opportunity Employer
We help you plan, design, and achieve.
' - Site Plan Review
January 26, 2001
Page 2
8. The size of the water main service into Outlot "A" is not shown. To accommodate future
fire hydrants these services shall be 6 inches.
Please call me if you have any questions.
and
ce Cindy Sherman, City Planner w/o enclosures
Mike Couri, City Attorney w/o enclosures
Jeff Shopeik, Loucks and Associates w/enclosures
w:~albev\0101\corAja26a01-m.doc