1998-08-04 Engineering Prelim Comments08J04/98 14:49 FAY 1320251.8760
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MItW1fETONKA, MN 55345
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p 421FRENETTEDRfVE
CHIPPEWA FALLS, YVI 54729
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p 6418 NORhL4NDY LANE
SUITE i00
MADISON, WI 53319
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SEH ST. CLOUD -~~~ ALBERT~'ILLE CI`fY ~J001/003
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PHONE:
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G InfomratioNRecotds O Review and comment D Approval
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• Rn~O'trmatlvaAcfiv~c WEREQUESTARE5PONSEFROMYOUBY.•
Egval Opporruniry Employer
St97
~ 08/04198 14:50 FAX 13202518760 SEH ST. CLOUll -~-~~ ALBERTVILLE CITY ~j002!003
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,~_ ME1VI®RANDUM
!7 ST. PAifL, MAf O M/NNEAPOLfS, MN ^ S7. CLOUD, MAt ^ CHIPPEWA FALLS, Wr ^ MADISON, t~tf ®LAXE COUJVTY, 1JN
TO: Dave Lund
City Administrator
Albertville, Minnesota
FROM: Peter 7. Carlson, P.E.
City Engineer
DATE: August 4, 199$
RE: Site Plan Review
Minneapolis Outlet Center
Albertville, Minnesota
SEH No. A-ALBEV9811.Q0
I have reviewed the above referenced site and have the following conoxnents:
• Sheet C-2
1. All the pedestrian ramp locations shall be shown.
2. Concrete durnpster pad is shown along the north lot line. With all the parallel parking north
of the proposed building, it is unclear how the dumpster site will be accessed. The plan shall
be clarified.
3. "I?o not enter" signs shall be installed along the one-way driveways adjacent to the proposed
ponds.
Sheet C-4
1. Raised concrete medians and bollards shall be installed azound all fire hydrants.
2. No fire hydrants are shown on the back side of the buildings. This shall be reviewed and
approved by the City Fire Marshall.
Sheet C-5
1. Open excavation within CSAH 19 will not be allowed. The water main shall be jacked-in-
place across CSAH 19.
An A~rnrative,4ction,
• EgualOppoxunltyEmploye-
08i 09/98 14:51 F.4X 13202518760 SEH ST. CLOUD -~-~-> r1L$ERT4'ILLE CITP ~ 003!003
Dave Lund
• August. 4, 1998
Page 2
2. Dpen excavation within CSAH 19 will not be allowed. The force main shall be installed by
directional boring.
Sheet C-6
1. Concrete curb and gutter will be required around all storm water detention ponds.
2. It is unclear how storm water will be directed to the catch basins. Drainage direction arrows
and spot elevations shall be shown on the plan.
3. All grade breaks shall be shown on the plan.
4. All drainage from the site shall be directed to the storm water detention ponds. Concrete
curb and gutter and catch basins shall be added to the south driveway.
5. It is unclear how the storm water ponds north of the development will be incorporated into
any future development. This shall be clarified.
Additional issues which shall be addressed by the developer are the following:
• 1. Along dead-end water main is proposed. A hydraulic analysis shall be provided to show
that a minimum of 2000gpm at 20 psi can be provided at all hydrants within the
development.
2. There does not appear to be any room for snow storage on the site. The wetland to the south
should not be used for storage. The developer shall provide clarification.
3. The plan indicates the parking lot pavement will be constructed with approximately a 1
grade. Considering the poor soils that are typical for Albertville, the large parl~ing lot, and
the locations of the catch basins, "bird baths will develop throughout the parking lot. 1
would suggest to the developer a reconfiguration. of the storm sewer that will allow an
increase in the grade of the parking lot and minimize the distance storm water will have to
travel to a catch basin.
4. The plan shall be submitted to Wright Soil and Water Conservation District for approval.
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• An Ajflrmatlve Acilon,
Equal OpporruniJy Employer