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4 <br />NB/SB movements on Hokah and Sioux at the Birch and Ware intersections, <br />respectively. <br />Traffic counts increased by 20 trips on Hokah Drive and decreased by 80 trips on Sioux <br />Lane from the original May 2016 traffic study to the revised June 23, 2016 study. <br /> <br />Current vs. 2019 Build vs. RI/RO ADT Scenarios <br /> <br />The following is a comparison of current ADT, estimated 2019 build ADT and estimated <br />right in/right out ADT at Hokah Drive and Birch Street. <br /> <br />Road <br />Actual ADT <br />(Average Daily <br />Traffic) <br />Estimated ADT <br />(2019 Build <br />Conditions) <br />Estimated ADT <br />(RI/RO at <br />Hokah Drive) <br />Hokah Drive 270 455 175 <br />Sioux Lane 520 670 950 <br /> <br />Per the City’s Transportation Plan, typical average daily traffic on local streets is less <br />than 1,000. The increased projected trips on Hokah Drive and Sioux Lane are less than <br />1,000 in all 3 scenarios. <br /> <br />Peak Hour Level of Service (LOS) <br /> <br /> Existing Peak Hour LOS Proposed Peak Hour LOS <br />Intersection A.M. Peak P.M. Peak A.M. Peak P.M. Peak <br />Birch Street and Hodgson Drive B D C D <br />Birch Street and Ware Road A B A B <br />Birch Street and Hokah Drive A/C A/C A/C A/C <br />Ware Road and Sioux Lane A/A A/A A/A A/A <br />Ware Road and Hodgson Road A/B A/B A/B A/C <br />Hokah Drive and Sioux Lane A/A A/A A/A A/A <br />Notes: <br />1. A.M. Peak Hour is 7am to 8am and PM Peak Hour is 5pm to 6pm <br />2. Overall LOS/Worst Side Street LOS <br /> <br />Capacity analysis results identify a Level of Service which indicates the quality of traffic <br />flow through an intersection. The LOS results are based on average delay per vehicle. <br /> <br />The LOS did not change from the original traffic study. The existing roads and <br />intersections providing access to the development have structural capacity to <br />accommodate the projected traffic from the proposed subdivision. The proposed Levels