2002-12-30 Site Plan Buildings A & B�S� MEMORANDUM
1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717
TO: •zl�»r
City Administrator
Albertville, Minnesota
FROM: Peter J. Carlson, P.E.
City Engineer
DATE: December 30, 2002
RE: Site Plan Review
Buildings "A" & "B"
Albertville Crossings Retail Center
Albertville, Minnesota
SEH No. A-ALBEV0301.00 D58
320.229.4300 800.572.0617 320.229.4301 FAX
I have reviewed the above referenced site plan and have the following comments:
1. Storm sewer calculations shall be submitted for review. It appears that the proposed
storm sewer may not be large enough for a 10-year storm. If that is the case, grading of
the proposed parking lot shall be adjusted to allow storm water to flood the parking lot
versus draining to the public street. All storm water from a 10-year storm is required to
be retained on site.
2. The north driveway entrance shall be relocated to align with the existing driveway from
the Coborns site.
3. Hydrants are required to be within 150 feet of the proposed buildings exterior. In
addition, the fire department requires a fire hydrant to be located adjacent to the
buildings mechanical room. Fire department review and approval is required for the
hydrant locations.
4. Post indicating valves will be required for each building.
5. The mechanical room for building `B" is located on the east side of the building. A fire
lane may be required. This issue shall be reviewed with the fire department.
Please call me if you have any questions.
c: Mike Couri, City Attorney
Alan Brixius, City Planner
Kevin Roden, City Fire Department
Ross Able, John Oliver and Associates
g:\sccv\pers\cerlson\crossingsa&b. doe
Short Elliott Hendrickson Inc. 0 Your Trusted Resource 9 Equal Opportunity Employer
=S� MEMORANDUM
1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717
TO: r ;—A- C—a` of
City Administrator
Albertville, Minnesota
FROM: Peter J. Carlson, P.E.
City Engineer
DATE: December 30, 2002
RE: Site Plan Review
Albertville Crossings, Building "C"
Albertville, Minnesota
SEH No. A-ALBEV0301.00 D59
320.229.4300 800.572.0617 320.229.4301 FAX
I have reviewed the above referenced site plan and have the following comments:
1. The parking lot and driveway on the west and south side of the building were not part of
the original site plan review and approval. This additional hard surface coverage will
have an effect on the storm sewer design. Design calculations shall be submitted for
review.
2. It is recommended that a grade break be added to the driveway at the northwest corner of
the building to allow all the parking lot storm water to drain to existing catch basins east
of the proposed building.
3. The cross slope of the driveway south of the proposed building is too steep and shall be
revised to a more typical cross slope of 2-3%.
4. The fire department requires a hydrant be located immediately adjacent to the mechanical
room. A hydrant shall be added as shown on the attached sketch. Green space shall be
added around the hydrant. This will result in the loss of 2 parking stalls.
5. A post -indicating valve may be required. This shall be reviewed with the fire department.
Please call me if you have any questions.
tjw
Attachment
c: Mike Couri, City Attorney (w/ enclosure)
Alan Brixius, City Planner (w/ enclosure)
Kevin Roden, City Fire Department (w/ enclosure)
Ross Able, John Oliver & Associates (w/ enclosure)
w:\albev\d59 alberwille crossings\n-123002-crossingsbldgc.doc
Short Elliott Hendrickson Inc. Your Trusted Resource 0 Equal Opportunity Employer
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