My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Agenda Packets - 2025/05/11
MoundsView
>
Commissions
>
City Council
>
Agenda Packets
>
2020-2029
>
2025
>
Agenda Packets - 2025/05/11
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/8/2026 6:09:35 PM
Creation date
5/6/2026 3:27:47 PM
Metadata
Fields
Template:
MV Commission Documents
Commission Name
City Council
Commission Doc Type
Agenda Packets
MEETINGDATE
5/11/2025
Description
Regular Meeting
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
464
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).
Show annotations
View images
View plain text
Proposed Senior Living Facility—Mounds View, Minnesota <br /> Kilo Project 25-2066—December 30,2025 <br /> Page 2 of 9 <br /> PROJECT INFORMATION <br /> Project Authorization and Provided Documentation <br /> The following Table summarizes, in chronological order, the Project Authorization History for the <br /> services performed and represented in this report by Kilo Engineering, LLC. <br /> DOCUMENT AND REFERENCE NUMBER DA REPRESENTATIVE&COMPANY <br /> Phone/Email Request for Proposal 11/13/2025 Mr. Dan Brown <br /> Hampton Companies, LLC <br /> Kilo Proposal 25e-2385 11/19/2025 Mr. Travis Peterson <br /> Kilo Engineering, LLC <br /> Notice to Proceed: 11/29/2025 Mr. Dan Brown <br /> Hampton Companies, LLC <br /> The following documents were provided by the client for this project. <br /> Schematic Site Plan by Civil Site Group Mr. Dan Brown 10/8/2025 <br /> Hampton Companies, LLC <br /> Project Description <br /> Kilo understands that the project includes the design and construction of a new Senior Living Facility to <br /> be located at 7687 Long Lake Road in Mounds View, Minnesota. The site is currently undeveloped <br /> urban land with significant tree cover and adjacent wetland areas.This report is based on the proposed <br /> construction consisting of a maximum of one-story above-grade with no below-grade levels. Based on <br /> this type of construction, the maximum column loads of 75 kips and maximum wall loads of 3.0 kips <br /> per lineal feet will be used for analysis. The proposed construction is assumed to generally consist of <br /> conventional wood framing above grade with cast-in-place concrete or concrete masonry unit <br /> foundations below grade. Kilo Engineering was engaged by the client to perform on-site soil sampling <br /> and testing in order to estimate the soil strength to confirm the code-minimum bearing pressure of <br /> 1,500 pounds per square foot. This limited investigation was completed in lieu of conventional soil <br /> borings due to the limited site access with the existing tree cover and to assist the client in project risk <br /> assessment. <br />
The URL can be used to link to this page
Your browser does not support the video tag.