My WebLink
|
Help
|
About
|
Sign Out
Home
Search
08-03-2020 Council work Session Packet
LinoLakes
>
City Council
>
City Council Meeting Packets
>
1982-2020
>
2020
>
08-03-2020 Council work Session Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/2/2021 2:38:36 PM
Creation date
11/17/2021 11:48:51 AM
Metadata
Fields
Template:
City Council
Council Document Type
Council Packet
Meeting Date
08/03/2020
Council Meeting Type
Work Session Regular
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
50
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
<br />and reviewed with the final construction plans. Comment noted. <br />15.Street C temporary cul du sac should have continual curb and gutter and <br />temporary paved eyebrows. The storm sewer will need to be adjusted. <br />Temporary cul-de-sac and storm sewer has been updated. <br />16. The Revised Traffic Study provided a summary of the Level of Service for each <br />intersection movement for CSAH 14 and Street A. It concludes that in the build <br />2030 and build 2030+ conditions the southbound left turn would operate at a LOS <br />F. Are the recommended improvements discussed on page 9 of the Study included <br />with the build analysis? If not, what is the change in Level of Service with these <br />improvements? What is the Level of Service for the interim year (see comment <br />#1)? What is the Level of Service in the no-build condition? <br />This comment was not addressed in the May 17, 2018 revised Traffic Study. Following <br />discussion with the developers engineer an updated revised Traffic Study, dated J une <br />4, 2018 was prepared which did address the comment. The Study concluded that a <br />southbound right turn lane would be needed at the CSAH 14 and Street A intersection. <br />It appears the preliminary plat roadwa y width accommodates this and should be <br />verified with the final plat (striping plan). <br />Noted per comment above. <br /> <br />17. The applicant shall move the trail crossing to the intersection of Street C and Street <br />E. <br />Trail crossing updated. <br />Ped crossing signs and striping should be added. <br />Noted. Pedestrian signs and striping will be added in final plans. Striping added on <br />site plans. <br />18. The applicant shall widen the sidewalk in front of Block 8, Lot 1 to 8.5 feet between <br />the trail connections. <br />Trail in front of Lot 1, Block 8 updated. <br />L1B8 shall be 8.5’ wide concrete sidewalk vs trail. <br />Revised to concrete. <br />19. The applicant shall show striped crosswalks for the trail crossings with the final <br />plat. <br />Crosswalk markings added. <br />Please add to the intersection of Street C and Street E. <br />Striping added to preliminary and final plans. <br />20. Applicant shall adjust slopes on the back side of the trail to be a 4:1 specifically at <br />the ACD 10-22-32 ditch crossing. This may require extending the culvert length. <br />Side slopes of trail checked, and are proposed at 4:1 slope. <br />21. The applicant should install a fence or guardrail on the east side of the trail near <br />Sta. 8+25. <br />Fence/Guardrail to be installed. <br />22. It is suggested that the applicant move the trail crossing near Sta. 8+25 to the <br />south, away from the ditch crossing. Note: the low point location would be adjusted <br />so that the catch basins do not interfere with the pedestrian ramps. <br />Trail crossing unable to be moved. <br />23. Street lights shall be shown on the plans.
The URL can be used to link to this page
Your browser does not support the video tag.