2003-08-28 Engineering Review and Comments
~SeJ
1200 25th Avenue South, P.O. Box 1717, S1. Cloud, MN 56302.1717 320.229.4300 320.229.4301 FAX
architecture engineering environmental transportation
August 28,2003
RE: Albertville, Minnesota
Karston Cove 3rd Addition
SEH No. A-ALBEV 0404 14
Linda Goeb
Clerk! Administrator
City of Albertville
5975 Main Avenue NE
PO Box 9
Albertville, MN 55301-0009
Dear Ms. Goeb:
After review of the preliminary plan for Karston Cove 3rd Addition, I have the following comments:
1. Typical hydrant spacing is 350 feet. A hydrant should be added at Station 2+50.
2. Valves are to be included on 8" water main laterals to be located 3 feet from the cross.
3. FES-60 is 1 foot lower than the sedimentation basin outlet. Verify capacity of the inlet pipe.
4. Material specification is required for ductile iron water main.
5. Easements will be required in the future for utilities on private property when the area is
platted.
6. The area to be disturbed is approximately one acre; include a temporary erosion control
plan.
This concludes my remarks. Please contact me if you have any questions.
Sincerely, ) I)
()~ ~U/""
cZ~~hUIZ, PE ~ ()
Project Engineer
sge
c: Jason McCarty, Westwood Professional Services
Pete Carlson, SEH
t:\scmu\users\jschulz\karston cove response.doc
Short Elliott Hendrickson Inc.
Your Trusted Resource
Equal Opportunity Employer