2003-07-17 Site and Utility Plan Review
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1200 25th Avenue South, P.O. Box 1717, Sf. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX
architecture engineering environmental transportation
July 17, 2003
RE: Albertville, Minnesota
Kollville Estates Third Addition
SEH No. A-ALBEV 0321.00 14
Scott Dahlke, PE
Project Manager
Quality Site Design, LLC
3600 Holly Lane North, Suite 100
Plymouth, MN 55447
Dear Scott:
I reviewed the above reference site and utility plans and have the following comments:
Preliminary Plan
1. To accommodate the positive overflow drainage, the side yard easement along the common
lot line between Lots 2 and 3, Block 6 shall be increased to 10 feet.
2. To accommodate the positive overflow drainage and storm sewer, the side yard easement
along the common lot line between Lots 3 and 4, Block 3 shall be increased to 15 feet.
Preliminary Grading Plan
3. The garage floor and look out elevations of Lots 1 and 2, Block 6, shall be raised 0.5 feet.
4. The look out or walkout elevations of Lots 12-14, Block 4, shall be raised 0.5 feet.
5. Provide a swale detail for the positive overflow between Lots 2 and 3, Block 6, and Lots 3
and 4, Block 3.
6. The positive overflow elevations and directions shall be clearly shown on the grading plan.
7. Provide spot elevations between the storm water detention pond and 62nd Street.
Preliminary Utility Plan
8. Add a hydrant at Lots8/9, Block 2.
For your information, the Albertville City Council recently decided all newly constructed homes
shall have the sump pump discharge installed according to the attached details. This installation
shall occur prior to the City issuing a certificate of occupancy for the new home.
Please call me if you have any questions.
C~y~~
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Albertville City Engineer
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Enclosure
c: Linda Goeb, City of Albertville (w/enclosure)
Jon Sutherland, City of Albertville (w/enclosure)
x:\ae\albev\032100\corr\l-dahlke-071703.doc
Mike Couri, City Attorney (w/enclosure)
Alan Brixius, City Planner (w/enclosure)
Short Elliott Hendrickson Inc.
Your Trusted Resource
Equal Opportunity Employer
CONCRETE HEADWALL
PER PLATE STO-14
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DEVELOPER INSTALLED BUILDER INSTALLED
NON-PERF
DRAIN TILE
TO HOUSE
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BUILDER SHALL INSTALL DRAIN TILE FROM
HOUSE TO OUTLET AT COMMON DRAIN TILE.
STORM SEWER STRUCTURE OR WATERBODY.
ALL DRAINTIlE SHALL HAVE
A MINIMUM OF 18" COVER.
BUILDER SHAll REMOVE CAP AT SERVICE
AND MAKE CONNECTION TO DRAIN TILE.
HOUSE CONNECTION
SERVICE CONNECTION
TRACER WIRE
CAST IRON PLUG
(GRINNELL CORED
BAR PLUG> ~
THREADED PVC ---------
FEMALE ADAPTER .. 4
pvc RISER EXTENDED ~ Jft~1
12" ABOVE SURF ACE . JIII~
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~ STEEL FENCE POST
~. DEVELOPER TO INSTALL A CLEANOUT
EVERY 200 LINEAL FEET AND AT THE
TEMINUS OF DRAINTILE LINE.
CLEANOUT LOCATED AT TERMINUS
SHALL HAVE TRACER WIRE EXTENDED
18" ABOVE THE SURFACE GRADE.
NON-PERFORATED
DRAIN TILE
DRAINTILECLEANOUT
TRACER WIRE
LEAVE
ENOUGH
WIRE TO
EXTEND TO
SURFACE
DEVELOPER
INSTALLED
NON-PERFORATED
DRAINTILE WITH
TRACER WIRE
GROUT
DRAINTILE
DRAINTILE OUTLET
TO WATERBODY
CONNECTION TO
STORM SEWER
SUMP PUMP DISCHARGE REQUIREMENTS
ALBERTVILLE, MINNESOTA
STO-15
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~CITY OF ALBERTVILLE MINIMUM DRAIN TILE REQUIREMENTS
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o PIPE SIZE - 3/1 - 4/1 NON PERF ORA TED PIPE
OTYPE OF PIPE - NON PERFORATED FLEXIBLE
POLYETHYLENE PIPE OR SDR 35 OR BETTER
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o DEPTH OF PIPE - 12/1 TO TOP OF PIPE FROM
FINISH GRADE
-OTRACER WIRE - MINIMUM GAUGE #14 CONTINUOUS
SHEATHED WIRE. A DRAIN TILE INSPECTION SHOULD
BE SET UP WITH THE BUILDING OFFICIAL.
NOTE: CORRECT FITTINGS MUST BE USED WITH ALL PIPE. NO TAPING OR
SPLICING WILL BE ACCEPTED. A TRACER WIRE SHALL BE INSTALLED
ALONG WITH THE PIPE. THIS WIRE MUST BE A CONTINUOUS SHEATHED
WIRE WITH A MINIMUM GAUGE OF 14 AND BE EXPOSED A MINIMUM
LENGTH OF 12 INCHES AT THE HOSE AND SHALL DEAD END AT THE
CONNECTION OR TILE DISCHARGE. NO WIRE SHALL BE ACCEPTED
EXCEPT AS SPECIFIED ABOVE.
NOTE: THE TRENCH MUST BE LEFT OPEN AT ALL CONNECTIONS FOR INSPECTION
PURPOSES. IF A TILE LINE IS TO DEAD END INTO A POND OR WET
LAND A STAKE SHALL CLEARLY MARK ITS END. ALL INSPECTIONS
SHALL REQUIRE A 24 HOUR NOTICE. ALL TRENCHES MUST BE BACK
FILLED WITHIN 24 HOURS. IT IS RECOMMENDED THAT A
REPRESENTATIVE OF THE BUILDER BE PRESENT AT ALL INSPECTIONS.
SUMP PUMP DISCHARGE REQUIREMENTS
ALBERTVILLE, MINNESOTA
STO-15A