2002-02-18 Feasibility Report Addendum1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717
TO: Honorable Mayor and City Council
c/o Linda Goeb, City Administrator
City of Albertville
FROM: Peter J. Carlson, P.E.
DATE: February 18, 2002
RE: 2002 Darkenwald Commercial Park
Albertville, Minnesota
SEH No. A-ALBEV 0116 14
Background
MEMORANDUM
320.229.4300 800.572.0617 320.229.4301 FAX
This report provides an addendum to the Feasibility Report for the Albertville Industrial
Park, dated February 20, 2001. The project has since been renamed the Northwest
Commercial Park. This addendum outlines municipal improvements on a 25 acre site west of
and adjacent to the original commercial park. Financial and technical feasibility of the
proposed improvements and assessment of benefits are discussed below.
Feasibility and Recommendations
This project is necessary to provide municipal services to the proposed development and
allow commercial lots to be created. The project is feasible, cost effective, and can best be
accomplished as proposed.
Existing Conditions
Currently, the site is undeveloped and had been farmed. The site is bounded by Interstate 94
(I-94) to the south and the Outlet Mall and the city's proposed commercial park to the east.
The site slopes from northwest to southeast, and drains into the Westland complex on the
south side of the Outlet Mall.
Improvements
Proposed Commercial Subdivision
Three 5+ acre lots will be created as shown on Figure No. 1. These lots would be
platted in accordance with the city's zoning ordinance.
Short Elliott Hendrickson Inc. Your Trusted Resource Equal Opportunity Employer
Honorable Mayor and City Council
February 18, 2002
Page 2
Streets
The proposed street extension is as shown on Figure No. 1. The streets would be built
in accordance with city standards for a 44-foot wide commercial road with concrete
curb and gutter, and a 9-ton design bituminous pavement.
Storm Sewer
The majority of runoff from lots would be collected into the proposed storm sewer.
The storm sewer would drain to proposed detention ponds located as shown on Figure
No.2. The storm sewer would be designed for a 10-year storm, and the storm water
detention pond would be designed for a 100-year storm. The ponds would outlet into
the wetland complex on the south side of the Outlet Mall. This wetland complex
drains easterly to School Lake.
Sanitary Sewer
New sanitary sewer would consist of 10-inch polyvinyl chloride (PVC) pipe, and the
services would be 6-inch PVC pipe. The sanitary sewer would drain easterly through
the city's commercial park to a new lift station recently constructed in the Towne
Lakes development.
Water Main
New water main would consist of 12-inch PVC pipe and the services would be 6-inch
PVC pipe. The new water main is part of the city's trunk water main system. As part
of this project, the 12-inch water main will be extended southerly across I-94 and
connect to existing 12-inch water main in the Karston Kove development.
Cost Summary
The total estimated cost for this addendum is $539,370. Table 1 summarizes the probable
cost of this project.
Table 1
Opinion of Probable Cost
Construction $407,370
Contingency
20,000
Engineering
60,000
Financing
44,000
Legal and Administrative
8,000
Total $539,370
Honorable Mayor and City Council
February 18, 2002
Page 3
Probable Assessment
On new developments, city policy is to assess 100 percent of the cost to the benefiting
property. Assessments will be based on actual costs. The developer will determine how the
assessments will be distributed to benefiting property.
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Enclosures
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