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<br />improvements to accommodate the proposed development. The study evaluated all three phases <br />of the development to help illustrate the timeframe in which improvements may be necessary. <br /> <br />To evaluate the existing traffic operations, SRF gathered data for the intersections at I-694 and <br />Lexington Avenue; Red Fox Road and Lexington Avenue; Target Service Road and Lexington <br />Avenue; and Grey Fox Road and Lexington Avenue. Based on an analysis of current conditions, <br />it was determined that all intersections are operating at an acceptable Level of Service (LOS) C <br />or better during the a.m. and p.m. peak hours. <br /> <br />Two access scenarios were reviewed for the Lexington Station development. Scenario A utilizes <br />the existing shared access located along Lexington Avenue approximately 350 feet south of Red <br />Fox Road. Scenario B includes the construction of a west approach at the Lexington <br />Avenue. The applicant has proposed maintaining Scenario A during Phase I and Phase II, and <br />implementing Scenario B for Phase III. <br /> <br />The results of the Phase I build operations analysis indicate that all study intersections are <br />expected to operate at an overall acceptable LOS C or better. The study does indicate that the <br />northbound queues at the Lexington Avenue/Red Fox Road intersection are expected to extend <br />beyond the existing shared access under Scenario A during the p.m. peak hour. However, this is <br />considered more of a safety issue rather than an operational issue. The City and Ramsey County <br />will monitor this access driveway and consider modification, if necessary. <br /> <br />The results of the Phase II build operations analysis also indicate that all study intersections are <br />expected to operate at an acceptable overall LOS C or better. The queuing issue along Lexington <br />Avenue identified for Phase I is expected to continue, but is not expected to increase <br />significantly with the build-out of Phase II. <br /> <br />For Phase III, the analysis was completed under Scenario B access conditions. The results of the <br />build operations analysis show that all study intersections are expected to operate at an <br />acceptable overall LOS D or better, indicating an increase in intersection delay from the previous <br />phases. The study reports that LOS D is still generally considered acceptable by drivers in the <br />Twin Cities metropolitan area. Eastbound queues at the Lexington Avenue/Red Fox Road <br />intersection are expected to block the east access along Red Fox Road approximately 20 percent <br />of the p.m. peak hour. The study concludes that construction of a right-turn lane at the Lexington <br />Avenue/Red Fox Road intersection is warranted to alleviate this issue. <br /> <br />Based on the Phase III traffic forecasts, SRF determined there would not be sufficient volume to <br />meet the traffic signal warrant criteria at the Lexington Avenue/Target Service Road intersection. <br />However, the study states that if a signal were to be installed, there would likely be sufficient <br />diversion to warrant the signal and provide relief to the Lexington Avenue/Red Fox Road <br />intersection. <br /> <br /> <br />City of Arden Hills <br />Planning Commission Meeting for June 19, 2013 <br /> <br />1219 <br />Page of <br /> <br />