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4.10. SR 01-20-2015
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4.10. SR 01-20-2015
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City of <br />Elk <br />River <br />Request for Action <br />To <br />Item Number <br />Mayor and City Council <br />4.10 <br />Agenda Section <br />Meeting Date <br />Prepared by <br />Consent <br />January 20, 2015 <br />Justin Femrite, P.E., City Engineer <br />Item Description <br />Reviewed by <br />Twin Lakes Road —171st Avenue Intersection <br />Cal Portner, City Administrator <br />Analysis <br />Reviewed by <br />Action Requested <br />Approve, by motion, the preliminary design of a traditional T- intersection at Twin Lakes Road and 171" <br />Avenue. <br />Background /Discussion <br />At the October 20, 2014, meeting, Council directed staff to work with the area stakeholders to analyze <br />alternative options for the future intersection of Twin Lakes Road and 171" Avenue. The conceptual idea <br />included in the 171" Area Focused Area Study (FAST) identified the use of a roundabout at this <br />intersection. Since the October meeting, staff has met on two separate occasions with representatives <br />from Lefebvre Companies, Morrell Companies, Novco, and Preferred Powder Coating, the area <br />stakeholders who routinely operate longer than standard semi -truck loads. During the meetings <br />alternative options were reviewed. These alternatives were then analyzed by Spack Consulting, a traffic <br />engineering firm. The traffic analysis is attached for review. <br />The traffic analysis recommended the option of a T- intersection at Twin Lakes Road and 1715` Avenue. <br />The T- intersection is proposed to be stop controlled on 1715` Avenue with no control for through traffic <br />on Twin Lakes Road. This option was also the preferred option as reviewed by the stakeholders. The <br />stakeholders have been seeking confirmation on the future intersection configurations and access options. <br />The attached preliminary layout is a representation of the recommendations made in the traffic study. <br />The study further recommended reducing Twin Lakes Road from four lanes to a 3 -lane concept. A 3- <br />lane corridor would provide for single through lanes in each direction and designated left and right turn <br />lanes at all intersections. We will continue to analyze the 3 -lane concept through future geometric design, <br />but no formal decision is required at this time. <br />If this item is approved by the Council, the traffic study and memorandum will be added as an addendum <br />to the 1715` FAST. <br />Financial Impact <br />None <br />Attachments <br />• Traffic Analysis <br />• Preliminary Intersection Layout <br />PV0WIBEO BY <br />INAMUR <br />
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