My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
02-23-15-R
ArdenHills
>
Administration
>
City Council
>
City Council Packets
>
2010-2019
>
2015
>
02-23-15-R
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/20/2015 5:38:44 PM
Creation date
2/20/2015 5:22:46 PM
Metadata
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.
/
315
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
. P:\PR&PW\Numbered Projects\PW-14-0110 Roberts redfox\2-19-15 plan review.doc <br /> <br />Page 2 of 2 <br /> <br />10. A water connection permit is required for each building. <br /> <br />11. A sewer connection for each building is required. <br /> <br />12. A NPDES construction permit issued by MPCA is required before any land <br />disturbing activities. <br /> <br />13. Pond slopes should not encroach into the sewer/water easement along the east <br />property line. <br /> <br />14. No provision has been made to direct passenger car traffic from the south end of the <br />northern building back to Red Fox without blending car and truck traffic. <br /> <br />15. The geotechnical report recommends installing a sand subbase of 12”-18” in the <br />pavement sections but this appears to be omitted in the design. If the geotechnical <br />engineer recommends installing the sand subbase The city expects this to be <br />included in the design. <br /> <br />16. Grading along the south side of the south pond needs to be held back a minimum of <br />10 feet from the property line in order to protect the trees on the lot line. Adjust <br />pond slope as needed. <br /> <br />17. No rock construction entrance location is shown in the erosion control plan <br /> <br />18. The erosion control plan / grading plan should identify construction sequencing for <br />construction of the filtration bench to be constructed after the site has bituminous <br />wear course paved and the pond slopes have been established to prevent sediment <br />from mixing with the filtration material. <br /> <br />19. Retaining walls over 4 feet in height require an engineered design and fence along <br />the top. <br /> <br />20. Silt fence is needed along the western property line closest to Red Fox Road <br /> <br />21. Detail all sanitary, water and storm pipe crossings it appears there are quite a few <br />pipe conflicts shown in the current layout. <br /> <br />22. Gate vales should be added after the water service tees off to each building to allow <br />the building water supply to be shut down independently <br /> <br />23. An external chimney seal should be put on the sanitary manhole when the rim <br />elevation is adjusted at the end of Northwoods Drive <br /> <br />24. The pond outlet pipes are located too close to pipes discharging to the pond add <br />some separation to prevent short circuiting <br /> <br />25. The 6” PVC pipe used as a pond outlet is too small. The minimum pipe size is 12”. <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.