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07-10-13-PC
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ARDEN HILLS PLANNING COMMISSION JUNE 19, 2013 10 <br /> <br />to the public sidewalk network and which includes striping where pedestrians must cross parking <br />areas. A total of four bicycle stands are located near the building entrances. The four stands should <br />be able to accommodate up to eight bicycles. <br /> <br />3. Traffic Study <br /> <br /> <br />A traffic study was completed by the SRF Consulting Group for the Lexington Station project. The <br />main objectives of the study were to review existing operations within the study area, evaluate the <br />traffic impacts to the adjacent roadway network, and to recommend any necessary improvements to <br />accommodate the proposed development. The study evaluated all three phases of the development to <br />help illustrate the timeframe in which improvements may be necessary. <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, it <br />was determined that all intersections are operating at an acceptable Level of Service (LOS) C or <br />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 the <br />existing shared access located along Lexington Avenue approximately 350 feet south of Red Fox <br />Road. Scenario B includes the construction of a west approach at the Lexington Avenue/Target <br />applicant has proposed maintaining Scenario A during Phase I and Phase II, and implementing <br />Scenario B for Phase III. <br /> <br />The results of the Phase I build operations analysis indicate that all study intersections are expected <br />to operate at an overall acceptable LOS C or better. The study does indicate that the northbound <br />queues at the Lexington Avenue/Red Fox Road intersection are expected to extend beyond the <br />existing shared access under Scenario A during the p.m. peak hour. However, this is considered <br />more of a safety issue rather than an operational issue. The City and Ramsey County will monitor <br />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 significantly <br />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 acceptable <br />overall LOS D or better, indicating an increase in intersection delay from the previous phases. The <br />study reports that LOS D is still generally considered acceptable by drivers in the Twin Cities <br />metropolitan area. Eastbound queues at the Lexington Avenue/Red Fox Road intersection are <br />expected to block the east access along Red Fox Road approximately 20 percent of the p.m. peak <br />hour. The study concludes that construction of a right-turn lane at the Lexington Avenue/Red Fox <br />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 />
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