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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 />Current vs. 2019 Build vs. RI/RO ADT Scenarios <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 />Actual ADT <br />Estimated ADT <br />Estimated ADT <br />Road <br />(Average Daily <br />(2019 Build <br />(RI/RO at <br />Aw <br />Traffic) <br />Conditions) <br />Hokah Drive) <br />Hokah Drive <br />270 <br />455 <br />175 <br />Sioux Lane <br />520 <br />670 <br />950 <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 />Peak Hour Level of Service (LOS) <br />Existing Peak Hour LOS <br />Proposed Peak Hour LOS <br />Intersection <br />A.M. Peak <br />P.M. Peak <br />A.M. Peak <br />P.M. Peak <br />Birch Street and Hodgson Drive <br />B <br />D <br />C <br />D <br />Birch Street and Ware Road <br />A <br />B <br />A <br />B <br />Birch Street and Hokah Drive <br />A/C <br />A/C <br />A/C <br />A/C <br />Ware Road and Sioux Lane <br />A/A <br />A/A <br />A/A <br />A/A <br />Ware Road and Hodgson Road <br />A/B <br />A/B <br />A/B <br />A/C <br />Hokah Drive and Sioux Lane <br />A/A <br />A/A <br />A/A <br />A/A <br />Notes: <br />1. A.M. Peak Hour is lam to 8am and PM Peak Hour is 5pm to 6pm <br />2. Overall LOS/Worst Side Street LOS <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 />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 <br />2 <br />