2001-04-05 Final Plan and Spec Review
"'SeH
MEMORANDUj
1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717
320.229.4300
800.572.0617
320.229.4301 FAX
TO:
Linda Goeb
City of Administrator
City of Albertville, Minnesota
FROM:
Peter J. Carlson, P .E. ike,
City Engineer 1\\1
DATE:
April 5, 2001
RE:
2001 Heuring Meadows
Final Plan and Specification Review
Albertville, Minnesota
SEH No. A-ALBEV 0110.00 14
I reviewed the final plans and specifications for the above referenced project and have the
following comments:
Street and Utility Plan
Sheet 3
1. The water main connection at County Road 19 shall be revised to installing a 16-
inch x 12-inch cross, two 12-inch gate valves, and 20-feet of 12-inch PVC water
main to the east. The cost of the additional gate valve and water main pipe would
be considered trunk water cost and should be reimbursed from the trunk water
main fund.
Sheet 4
2. Move the hydrant located between Lots 5 and 6, Block 2 to the lot line between
Lots 4 and 5, Block 2.
3. Add an 8-inch gate valve at approximately Station 5+50.
4. Because of the length of the sanitary sewer service, clean outs will be required for
Lots 8-10, Block 1.
Sheet 5
5. Add an 8-inch gate valve at approximately Station 4+75.
Sheet 6
6. Revise curb radius in the southeast comer of the intersection of 53rd Street and
Kyler Avenue to 50 feet. Because of this change, the hydrant shall be relocated to
approximate station 0+80 along Kyler A venue.
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Final Plan and Specification Review
April 5, 2001
Page 2
Sheet 7
7. Revise curb radius in the southeast comer of the intersection of 53rd Street and
Kyler Avenue to 50-feet.
Sheet 8
8. Add 25-feet of drain tile to the upstream side of CB's 10 and II.
9. Revise the entrance and exit radius in the half cul-de-sac area from 15- to 100-
feet.
Sheet 9
10. Add 25-feet of drain tile to the upstream side of CB's 27, 28, and 29.
11. Provide connections in the rear yard storm sewer to allow for sump pump
connection from Lots 2-9, Block 3.
Sheet 11
12. Provide connection points in the rear yard storm sewer to allow for sump pump
connection for Lots 1-16, Block 2.
Sheet 12
1. Improvements to CSAH 19 shall be approved by the Wright County Highway
Department. The county requires epoxy paint for striping the road pavement.
Grading Plan
1. Drain tile will be required in the rear yard area where there is no storm sewer
planned. The drain tile is intended for sump pump connections.
Street Lighting Plan
1. Relocate light 3 to the lot line between Lots 5 and 6, Block 4.
2. Relocate light 8 to the lot line between Lots 2 and 3, Block 4.
Specifications
Special Provisions
1. Revise dates in section 1 to the years 2001 and 2002.
Please call me if you have any questions.
md
c: Mike Couri, Couri & MaCarthur Law Office
Cindy Sherman, Northwest Associated Consultants
Scott Dahlke, Quality Site Design
Wayne Stark, SEH
Mike Czech, SEH
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