2003-02-17 Street and Utility Plan Review
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1200 25th Avenue South, P.O. Box 1717, S1. Cloud, MN 56302-1717 320.229.4300
320.229.4301 FAX
architecture
engineering
environmental
transportation
February 17, 2003
RE: Albertville, Minnesota
2003 Albert Villas 6th Addition
Street and Utility Plan Review
SEH No. A-ALBEV 0212.00 14
Adam Ginkel
PI owe Engineering, Inc.
9180 Lexington Avenue NE
Circle Pines, MN 55014-3625
Dear Adam:
I reviewed the above referenced plans, revised July 25, 2002, and have the following comments:
Sheet 2
1. The sanitary sewer from MH2 to MH 1 shall be brought into the invert of MH 1.
2. Insulate water services for Lots 3-5, Block 7, in accordance with the attached City standard.
Sheet 3
3. Locate utility services for Lot 7, Block 2 on the north side of the proposed pedestrian ramp.
4. Insulate water service for Lots 2 and 6, Block 2 in accordance with the attached City standard.
Sheet 4
5. Move valve shown at Station 4+00 on 48th Street 10 feet east so as to be out of the pedestrian
crossmg.
6. Eliminate proposed sidewalk around the cul-de-sac on 49th Court.
Sheet 5
7. Insulate water service for Lots 12 - 14, Block 7 in accordance with the attached City standard.
Sheet 6
8. Insulate water service for Lots 4 - 9, Block 6 in accordance with the attached City standard.
9. Relocation 8 inch gate valve shown at approximate Station 2+00 on Kassel Avenue to Station
1+45.
Sheet 7
10. Insulate water main where it crosses the proposed storm sewer at approximate Station 7+00 on
Kassel Avenue.
Short Elliott Hendrickson Inc.
Your Trusted Resource
Equal Opportunity Employer
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Adam Ginkel
February 17, 2003
Page 2
Sheet 8
11. Locate MH "D" in the boulevard area so as to allow a property iron to be set at Lot 2/3, Block
1.
12. To allow access to the storm water detention pond, the easement along the storm sewer from
CB17 to the outlet shall be 10 feet on Lot 5, Block 7, and 20 feet on Lots 6 and 7, Block 7.
Sheet 9
13. To allow access to the storm water detention pond, the easement along the storm sewer from
CB5 to the outlet shall be 10 feet on the side lot line on Lot 19, Block 7, 20 feet on Lots 15,
17, and 18, Block 7, and 20 feet along the rear lot line of Lots 19 and 20, Block 7.
14. Relocate CB5 to lot line of Lots 5/6, Block 2. A catch basin shall be added at Lot 18/19, Block
7.
Sheet 10
15. To allow access to the storm water detention pond, the easement from CB24 to the outlet shall
be 10 feet on Lot 9, Block 5, and 20 feet on Lots 10 and 11, Block 5.
Sheet 13
16. The street width on Kassel Avenue shall be 44 feet, measured from back-of-curb to back-of-
curb from the PC of the radius south for 50 feet. The taper shall be 15: 1.
Sheet 17
17. Add pedestrian ramp and insulation details.
Please call me if you have any questions.
Sincerely,
djg
Enclosure
c: Linda Goeb, City of Albertville (w/enclosure)
Alan Brixius, City of Albertville (w/enc1osure)
Matt Davich, E. G. Rud (w/enc1osure)
Gary Rudy, Edina Development (w/enc1osure)
w:\albev\0212\corr\l-plowe-021703.doc
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INSULA nON SHALL BE EXTRUDED POLYSTYRENE
(XEPS) INSULATION BOARD, "CERTIFOAM SE" ,OR
"STYROFOAM SM" OR EOUIV ALENT, EXCEPT AS
FOLLOWS: WHERE MN/DOT "STANDARD
SPECIFICA nONS FOR CONSTRUCTION" APPLY,
INSULA nON BOARD SHALL BE "CERTIFOAM 40", OR
"STYROFOAM HI-35 OR HI-40", OR EOUIV ALENT.
STORM SEWER
OR OBSTRUCTION
IF LESS THAN ONE FOOT OF COVER ABOVE SERVICE
<BELOW BOTTOM OF NEW PIPD, THEN SERVICE
MUST BE LOWERED TO l' MINIMUM WITH THE
INSULA nON BEING INSTALLED AS SHOWN.
STORM SEWER
OR OBSTRUCTION
WATER MAIN
2'
6" MIN
SERVICE LINE
INSULATION OF WATER SERVICE
ALBERTVILLE. MINNESOTA
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3'-0" MIN.
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PLAN VIEW OF RAMP
ROUND ALL SLOPED
INTERSECTIONS
APPROX. 10:1 SLOPE
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-. -. -. -. -. -.
51-0"
3'-0"
5'-0"
ELEVATION OF RAMP
CURB OR
CURB AND GUTTER
51-4"
1'- -I
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1"/FT. OR FLATTER
CONCRETE WALK
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SECTION A-A
NOTES:
CD SURFACE TREATMENT SHALL BE ACCOMPLISHED BY WORKING A PIECE OF PLASTIC SNOW
FENCE INTO THE SURFACE. BROOM FINISH THIS AREA AND THEN REMOVE THE SNOW FENCE.
~ VARIES WITH CURB HEIGHT. EXAMPLE SHOWN IS FOR 6" CURB HEIGHT.
PEDESTRIAN CURB RAMP
ALBERTVILLE, MINNESOTA
STR-16