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Traffic Study <br />Lexington Avenue Reconstruction <br /> <br /> <br />Alliant No. 118-0186.0 5 <br />April 18, 2019 <br />x Lexington Avenue/Enterprise-Big O Tires-Arby’s Driveway: The Enterprise / <br />Big O Tires / Arby’s driveway is currently side-street stop controlled for eastbound <br />vehicles. A traffic signal at the Lexington Avenue / Target South intersection would <br />provide an opportunity to realign driveway access to businesses along the west side of <br />Lexington Avenue. The Target South intersection is located approximately 200 feet north <br />of the Enterprise / Big O Tires / Arby’s driveway. <br />x Lexington Avenue/Grey Fox Road Intersection: The Grey Fox Road intersection is <br />currently controlled by an actuated five-phase traffic signal which is coordinated with <br />signals along Lexington Avenue. Protective/permissive left-turn phasing exists for the <br />mainline northbound/southbound directions, while permissive only left-turn phasing is in <br />place for the side-street eastbound/westbound directions. <br />x Lexington Avenue/Shannon Square Driveway: The Shannon Square driveway is <br />currently side-street stop controlled for eastbound vehicles. The driveway is located <br />approximately 550 feet south of the Lexington Avenue / Grey Fox Road intersection. With <br />full access also being provided at Grey Fox Road, a RIRO or three-quarter access <br />configuration could be considered. <br />x Lexington Avenue/County Road E Intersection: The CR E intersection is currently <br />controlled by an actuated seven-phase traffic signal which is coordinated with signals along <br />Lexington Avenue during certain periods of the day. Protective/permissive left-turn <br />phasing exists for the mainline northbound/southbound directions, while split phasing is in <br />place for the side-street eastbound/westbound directions. <br />Roadway network characteristics, including existing a.m., midday, and p.m. peak hour traffic <br />volumes, are shown in Figure 2. No build characteristics, including design year 2020 a.m., <br />midday, and p.m. peak hour traffic volumes, are shown in Figure 3.