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08-02-2017
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08-02-2017
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8/30/2018 6:18:51 AM
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MV City Council
City Council Document Type
City Council Packets
Date
8/2/2017
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<br />June 2017 1-1 <br /> <br /> <br /> <br />1.0 Executive Summary <br />The purpose of this Traffic Impact Study is to evaluate the traffic impacts of a proposed new <br />apartment building located in the northwest quadrant of the CSAH 10/Groveland Road <br />intersection in Mounds View, MN. <br /> <br />This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed <br />development at the following intersections: <br /> <br />• CSAH 10/Groveland Road <br />• Groveland Road/proposed access <br /> <br />Proposed Development Characteristics <br /> <br />The proposed project will involve the construction of a 60-unit apartment building. <br /> <br />One vehicle access point to the site will be located on Groveland Road on the east side of <br />the building. The project includes 63 underground parking stalls for residents and 60 above <br />ground parking stalls for residents and visitors. <br /> <br />The project is expected to be completed and fully occupied in March 2019. <br /> <br />The conclusions drawn from the information and analyses presented in this report are as <br />follows: <br /> <br />• The proposed project is expected to add 31 trips during the a.m. peak hour, 37 trips <br />during the p.m. peak hour, and 399 weekday trips. <br /> <br />• One vehicle access point to the site is provided on Groveland Road on the east side <br />of the building. <br /> <br />• The CSAH 10/Groveland Road intersection is expected to operate at acceptable levels <br />of service during all existing and future scenarios. Trips generated by the proposed <br />development have minimal impact on the operations at the CSAH 10/Groveland Road <br />intersection. <br /> <br />• The addition of a southbound right turn lane on Groveland Road would separate the <br />southbound right turns from the through/left turns, which would reduce delay for the <br />right turn movement. However, the volume of southbound right turn traffic is small <br />compared to the total volume on CSAH 10, resulting in minimal improvements to the <br />overall intersection operations. <br /> <br /> <br />
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