My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2014-00771 - detached single family
Orono
>
Property Files
>
Street Address
>
K
>
Kintyre Lane
>
195 Kintyre Lane - 32-118-23-43-0015
>
Permits/Inspections
>
2014-00771 - detached single family
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:41:47 PM
Creation date
4/12/2017 2:26:31 PM
Metadata
Fields
Template:
x Address Old
House Number
195
Street Name
Kintyre
Street Type
Lane
Address
195 Kintyre Lane
Document Type
Permits/Inspections
PIN
3211823430015
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.
/
91
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
• � BOI—TON 8� M �N K , 1 NC� <br /> � . Consulting Engineers & Surveyors <br /> �� 2638 Shadow Lane, Suite 200•Chaska, MN 55318-1172 <br />' Phone(952)448-8838•Fax(952)448-8805 <br /> www.bolton-menk.com <br /> August 7, 2014 <br /> City of Orono <br /> Attn: Christine Mattson <br /> 2750 Kelley Parkway <br /> Orono, MN 55356 <br /> RE: Building Permit Application 2014-00771 <br /> 195 Kintyre Lane <br /> Engineering Review#1 <br /> Dear Christine, <br /> As requested, we have completed an engineering review of the documents submitted for the above <br /> referenced project. Our current review is based on the following submittal items: <br /> • Certificate of Survey prepared by Sathre-Bergquist, dated 3/12/14 <br /> • Building Plans prepared by Gonyea Homes, dated 7/17/14 <br /> • Development Grading Plans prepared by Gronberg& Associates, dated 6/23/10 <br /> We offer the following observations, comments, and recommendations for your consideration: <br /> 1. The existing contours should be revised to reflect the proposed grading depicted on the Development <br /> Grading Plans. <br /> 2. Additional grading detail should be provided. Proposed contours and sufficient spot elevations <br /> should be indicated on the plan in order to ensure runoff is not directed into the building, especially <br /> on the northwest corner, or onto adjacent property. Swales around the house should be a minimum <br /> 0.5' below the grade at the house. <br /> 3. A retaining wall 4' in height is proposed. Any walls 4' or greater in height must be designed by a <br /> licensed Professional Engineer, and plans submitted to the City for review and approval. <br /> 4. The silt fence should be installed and inspected by the City prior to any land disturbing activities. <br /> The Contractor must provide a minimum 24 hour notice prior to inspection. <br /> 5. A financial security of$2,500 from the Applicant is recommended for erosion control and <br /> engineering oversight. The financial security is intended to provide protection in the event that it <br /> becomes necessary for the City to install ar maintain erosion and sediment control within the project <br /> area and covers the cost of vegetation re-establishment if the applicant is unable to follow through <br /> with the conditions of approval. <br /> 6. The applicant will be required to obtain Minnehaha Creek Watershed District(MCWD) approval and <br /> permitting for their Erosion Control Rule. A copy of any approvals or permits required should be <br /> submitted prior to any work. <br /> DESIGNING FOR A BETTER TOMORROW <br /> Bolton&Menk is an equal opportunity employer <br />
The URL can be used to link to this page
Your browser does not support the video tag.