1999-02-06 Engineering Site Plan Review
02/06/99 11:18 FAX 13202518760
SEH ST. CLOUD
@U2l003
~SeJ
MEMORANDUM
113 S. FIFTH A VeNUe, P. O. BOX 1717, ST. CLOUD, MN 56302.1717
320252.4740 800572-0617 320251-8760 FAX
TO:
Linda Goeb
City Administrator
Albertville, Minnesota
FROM:
Peter J. Carlson, P.E.
City Engineer
DATE:
February 6, 1999
RE:
Site Plan Review
Albertville Crossings
Albertville, Minnesota
SEH No. A-ALBEV9901.00
I have reviewed the site plan for the above referenced development and have the following
comments:
Preliminary Plan
1. The sanitary sewer easement along Lachman Avenue will have to be maintained at its
current width. Repairs to the sanitary sewer, if necessary, would be accomplished by
slip-lining the pipe. Due to the depth of the sanitary sewer this would have been the
preferred repair method regardless of the proximity of the proposed buildings.
Grading and Drainage Plan
1. The drainage calculations have been reviewed and found to comply with City standards.
Since this development will be built in phases, the drainage calculation would be
reviewed again when future phases of the development are implemented.
2. The proposed commercial property south of 57th Street drains to a proposed
sedimentation pond in Outlot A. The pond's outlet into a wetland area within Outlot A
which then drains to the large wetland area between Lachman Avenue and Lambert
Avenue. The large wetland outlets into an existing storm sewer system in Landers
A venue. This proposed drainage system complies with City standards and with the
City's storm sewer plan.
3. The proposed commercial property north of 57th Street drains to either 57th Street or to
the north to an existing drainage swale along the north property line of the development.
This drainage flows through the wetland complex and drainage system within the Sunrise
Commercial Park, eventually draining across 1-94 and into School Lake. This area will
An Affirmolivt Actio/!,
Equal Ol/pur/unit)' Employtr
Exhibit G
02/06/99 11:19 FAX 13202518760
SEH ST. CLOUD
~ 003/003
require storm water detention in accordance with City standards. A storm water
detention pond has been located just south of the new ice arena. There may be
opportunity to expand this pond to accommodate the storm water from the north portion
of the proposed development.
4. Drain tile is required in accordance with City standards in the rear yard area of the single
family lots that do not adjacent to a wetland or storm water detention pond. The drain
tile is intended to provide an outlet for sump pumps that would be installed in each home.
5. The wetland mitigation plan will be approved by the Wright Soil and Water
Conservation District. The developer should be aware that the District has strict criteria
regarding avoidance of wetlands wherever possible.
Utility and Street Plan
1. Frontage Road would be considered a commercial/industrial road and shall comply with
City standards. These standards include an 80-foot right-of-way and a 45-foot street
width.
2. The southern portion of Lachman Avenue would be considered a residential street and
should follow residential standards. The portion of Lachman A venue north of the
detention ponds should be widened to commerciallindustrial road standards.
3. The minimum size of water main shall be 8 inches. The plan shall be revised
accordingly.
4. It appears that there is an excessive amount of sanitary sewer proposed in the commercial
portion of the development. Revisions to the plan would not be necessary until future
phases of the development are implemented.
As you are aware, 57th Street is being constructed as a City project. The street will be constructed
to commercial/industrial road standards. The street will be widened at the intersection with CSAH
19. Four lanes are proposed at the west end of 57th Street with a center concrete median. A six-foot
wide concrete sidewalk is proposed along the south side of 57th Street. A 12-inch water main is
being planned to connect to the existing 16-inch water main along CSAH 19 to the existing water
main at the east end of the proposed construction. This size water main is necessary to provide good
fire flow to a commercial area.
Please call me if you have any questions.
c: Albertville Planning Commission
Mike Couri, City Attorney
Alan Brixius, City Planner
Todd McLouth, John Oliver and Associates.
An AtfirmatiY~ Action,
Equal Opporluniry Emplo)'~r
CITY OF ALBERTVILLE
D A-1, Agricultural Rural
D A-2, Agricultural Transitional
D R-1A, Low Density Single Family
D R-1. Single Family
r8J R-2, Single & Two Family
r8J R-3, Single & Two-Family
r8J R-4, Low Density Multiple Family
D R-5, Medium Density Multiple Family
R-B, Residential High.Density
R-7, Special Purpose High Density
B-W, Business Warehouse
1-1, Light Industrial
1-1 A, Limited Industrial
1-2, General Industrial
PUD, Planned Unit Development
PII, Public/Institutional
S, Shoreland Overlay
W, Wetland Overlay
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