Item 3.1 - Due North Car Wash
S:\Municipal\Aotsego25xx\2500\OT2522.04 Due North car wash
Main Office:
3601 Thurston Avenue, Anoka, MN 55303
Phone: 763/427-5860 Fax: 763/427-0520
www.haa-inc.com
MEMORANDUM
TO: Honorable Mayor and City Council
CC: Adam Flaherty, City Administrator
Audra Etzel, City Clerk
Daniel Licht, City Planner
Dave Kendall, City Attorney
Cory Kampschroer, CN Otsego Properties, LLC
Jessica Kampschroer, CN Otsego Properties, LLC
Scott Dahlke, Civil Engineering Site Design
FROM: Ronald Wagner, P.E. City Engineer
Abdullah Alqwaizani, E.I.T.
DATE: August 26, 2022, updated August 29, 2022 with other staff input
RE: Due North Otsego
We have reviewed the following information provided by Civil Engineering Site Design on behalf of
Scott Dahlke regarding the Due North Otsego.
Civil Plan Set for Due North Otsego, dated 8/15/2022 by Due North Otsego
The submittal is to be considered for preliminary acceptance. We would offer the following
comments:
Cover Sheet
1. Provide an approval signature line for Ronald J. Wagner, P.E., City Engineer.
2. Provide benchmark(s) and datum listed (should be NGVD 1929 Adj. Datum).
Preliminary Plat & Site Plan
3. A few existing utilities are missing. All existing sewer, watermain, culverts, and other
underground facilities within 150’ shall be shown.
4. Provide a stop sign on the east and south entrance.
5. Provide cross walk paint and signage on Parson Ave.
a. Key note 18 to signify 10’ trail (City Standard Plate 707).
6. Add key note 19 to the ped ramp west side of Parson Avenue and south side of 85.
August 26, 2022, revised August 29, 2022
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S:\Municipal\Aotsego25xx\2500\OT2522.04 Due North car wash
7. Verify if there is a push button crossing the traffic signal at 85th Street and Parrish Avenue
intersection.
8. Provide drainage & utilities easement for storm sewer on west of the site.
9. Provide a one-way signage across the south entrance on median strip and raised concrete
traffic median “pork chop” at 85th Street access to guide right in, right out only movements.
Grading and Drainage Plan
10. Provide the normal, 2-year, 10-year, and 100-year water level for the proposed pond.
Sanitary Sewer & Water Plan
11. The hydrant coverage is insufficient for the building.
Storm Sewer Plan
12. No comments.
SWPPP
13. No comments.
Existing Conditions & Removal Plan
14. No comments.
Details
15. Remove standard plat:
300, 301, 304, 307, 309, 314, and 408
16. Verify standard plat 407, 48” diameter outlet structure is needed. Plan shows 27” outlet
structure.
17. Standard plate 409 will also be used as pond outlet structure.
Landscape Plan
18. No comments.
Summary and/or Recommendation
We recommend approval contingent on the above comments being addressed.