My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4.1 & 4.2 PCSR 01-14-2014
ElkRiver
>
City Government
>
Boards and Commissions
>
Planning Commission
>
Planning Packets
>
2011-2020
>
2014
>
01-14-2014
>
4.1 & 4.2 PCSR 01-14-2014
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/10/2014 4:05:39 PM
Creation date
1/10/2014 4:02:20 PM
Metadata
Fields
Template:
City Government
type
PCSR
date
1/14/2014
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
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
Sheet 3 of 12 <br /> 12. Show wetland boundary. <br /> Sheet 4 of 12 <br /> 13. Remove existing access on TH 10. Secure work in right-of-way permit from MnDOT in <br /> accordance with their standards. <br /> Sheet 5 of 12 <br /> 14. Show delineated wetland edge and required buffer. <br /> 15. Plan sheet and drainage calculation show a perforated 42"pipe which does not match the <br /> detail shown on Sheet 11. <br /> ( 16. Provide access to infiltration pipes on west ends. <br /> 17. According to the detail,the top width of the infiltration strip is 20.5'wide. This entire area <br /> should be contained within the applicant's property or easement. <br /> 18. CB 107 needs to be moved so it is fully constructed within property and or permanent <br /> easements. <br /> 19. All improvements,including infiltration strip constructed within the existing.drainage and <br /> utility easement are subject to disturbance if work on the public utilities is ever required. All <br /> costs for the removal and replacement of any of the private improvements will be at the cost <br /> of the owner and will not be paid for by the City or Plk River Municipal Utilities. <br /> i . <br /> Sheet 6 of 12 <br /> 20. Add catch basin at end of east curb return of 1706 Lane as it meets the existing 1715t Avenue <br /> south curb line. <br /> I ' <br /> 21. Rebuild existing catch basin at end of west curb return of 170th Lane as it meets the existing <br /> 171st Avenue south curb line.Assure its placement is in line with proposed curb line. <br /> 22. Identify grades of the 171'Avenue pavement edge across 170th Lane. <br /> 23. Provide for two lanes of traffic on northbound 170th Lane at its approach to 171st Avenue. <br /> (Left turn and through/right turn) <br /> Sheet 10 of 12 <br /> 24. Typical section for street should be adjusted to provide for 2" of bituminous wear,2.5"of <br /> bituminous non wear and 10" of aggregate base. This matches the typical section used on <br /> 170th Lane in Natures Edge Business Center east of the proposed project. <br /> Sheet 11 of 12 <br /> 25. On the top of the infiltration strip detail,identify the thickness,material type and vegetation. The <br /> same detail should identify a slight swale or berm on the downstream side to assure the drainage <br /> going to the strip is contained and runs into the infiltration system. <br /> 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.