My WebLink
|
Help
|
About
|
Sign Out
Home
2014_0421_CCpacket
Roseville
>
City Council
>
City Council Meeting Packets
>
2014
>
2014_0421_CCpacket
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/8/2014 1:43:38 PM
Creation date
4/17/2014 2:45:46 PM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
135
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
MaYC Culver March 26, 2014 <br />Cin� of Roseville Page 5 <br />Results of the existing intersection capacit�� analysis shown in Table 2 indicate that the study <br />intersections currently operate at an acceptable overall LOS A during the a.m. and p.m. peak hours. <br />The side-streets at Lovell Avenue and Cope Avenue also opeYate acceptably during the a.m. and <br />p.m. peak hours. However, it should be noted that during the a.m. peak hour, the westbound <br />approach at Lovell Avenue experiences delay and queuing issues for approximately 10 minutes. <br />FuYtheYmoYe, southbound queues from the TH 36 NoYth Ramps/Dale Street inteYSection were <br />observed to occasionally extend (less than five percent of the peak hour) to Cope Avenue during the <br />a.m. and p.m. peak hours, but had minimal impact to the study intersection operations. No other <br />significant side-street delays or queuing issues were observed in the field or traffic simulation. <br />Table 2. Existing Intersection Capacity Analysis <br />A.M. Peak Hour <br />I ntersectio n <br />LOS Delay <br />P.M. Peak Hour <br />LOS Delay <br />Dale Street/Lovell Avenue �1� A/C 21 sec. A/C 20 sec. <br />Dale Street/Cope Avenue �1> A/C 18 sec. A/C 21 sec. <br />(1) Indicates an unsignalized intersection with side-street stop control, where the overall LOS is shown followed <br />by the worst approach LOS. The delay shown represents the worst side-street approach delay. <br />Proposed Development <br />The proposed residential development is located west of Da1e Street between Lovell Avenue and <br />Cope Avenue. The site is currently occupied by a former fire station that is now vacant The cuYrent <br />development proposal consists of 10 single-family homes and 16 townhomes. Access to the <br />development is proposed at the following locations: <br />1) Multiple residential driveways on Cope Avenue (350 feet west of Dale Street) <br />2) Alley access to Lovell Avenue and Cope Avenue (80 feet west of Dale Street) <br />3) Alley access to Lovell Avenue and Cope Avenue (300 feet west of Dale Street) <br />The proposed residential development site plan is shown in FiguYe 3 <br />Traffic Forecasts <br />Background Growth <br />The proposed development is estimated to be completed in the year 2015. Therefore, traffic <br />foYecasts were developed foY year 2016 conditions (i.e. one year afteY construction). An annual <br />gYOwth rate of one-half percent was applied to the e�sting peak hour volumes to develop year 2016 <br />backgYOUnd traffic forecasts. This growth rate is consistent with historical growth in the study area <br />(based on MnDOT annual average daily traffic volumes). <br />
The URL can be used to link to this page
Your browser does not support the video tag.