My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Request for Zoning Info (2)
Orono
>
Property Files
>
Street Address
>
W
>
Wayzata Boulevard West
>
2687 Wayzata Blvd W - 33-118-23-13-0002
>
Misc
>
Request for Zoning Info (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:47:18 PM
Creation date
2/4/2020 1:06:20 PM
Metadata
Fields
Template:
x Address Old
House Number
2687
Street Name
Wayzata
Street Type
Boulevard
Street Direction
West
Address
2687 Wayzata Boulevard West
Document Type
Misc
PIN
3311823130002
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
s <br /> ANDERSON ENGINEERING of Minnesota,LLC <br /> CIVIL ENGINEERING & LAND SURVEYING <br /> 13605 1st Avenue North,Suite 100 • Plymouth, Minnesota 55441 • Tel:763.412.4000 • Fax: 763.412.4090 <br /> June 18, 2009 RECEIVED <br /> JUL 0 6 2009 <br /> Ms. Melanie Curtis Via Email: mcurtis@ci.orono.mn.us C�TYOFORONO <br /> Planning &Zoning Coordinator <br /> City of Orono <br /> P.O. Box 66 <br /> Crystal Bay, MN 55323 <br /> RE: 2687 Wayzata Boulevard— Response to Comments <br /> Orono Building—Spensa Development <br /> AELLC Project 11586 <br /> Dear Ms. Curtis: <br /> We are writing in response to the comments provided by Darren Amundsen of Bonestroo for the grading <br /> and stormwater management plan dated May 19, 2009 for parking lot expansion and rain garden at 2687 <br /> Wayzata Boulevard. Responses by Anderson Engineering (AE) directly follow each comment. <br /> Bonestroo: Concrete curb and gutter should be installed around the perimeter of the <br /> parking lot. <br /> AE: Per June 8th on-site meeting, it was concluded that this is a private parking area and surface <br /> water sheet drains to rain garden; therefore, no curb is necessary. <br /> Bonestroo: The discharge rates for the rain garden (4.63 cfs 10-year and 6.79 cfs 100- <br /> year event) exceed those of the existing conditions(2.96 cfs 10-year and 4.50 cfs 100- <br /> year event). All runoff rates for proposed conditions should be less than or equal to <br /> existing condition rates. <br /> AE: Rain garden area/size has been adjusted and post run-off rates are less than or equal to pre run- <br /> off rates. Revised summary stormwater report. <br /> Bonestroo: Geotechnical reports for the adjacent Crystal Bay Business Center indicated <br /> that parking lot pavement sections include a 12-inch select granular, 6-inch aggregate <br /> base,and 3-inch bituminous pavement section for normal duty pavement. Heavy duty <br /> pavement(drive lanes of the parking lot) was to have 24-inches select granular,8-inches <br /> of aggregate base,and 4-inches of bituminous. We would recommend using these <br /> pavement sections or have the applicant submit a geotechnical report stating that the 6- <br /> inch aggregate base and 2.5-inch bituminous is sufficient. <br /> AE: Private parking areas maintain 3"section and private drive aisle was increased to 3% " <br /> pavement section per on site discussion with Tom Kellogg. <br /> Z:\Docs 11 500\1 1586 Orono Bldg-Spensa\Response to Comments 6-18-09.doc <br />
The URL can be used to link to this page
Your browser does not support the video tag.