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movement counts (TMCs) at the following intersections to determine existing traffic <br />volumes on the project corridor: <br />• Hunter Road / Wonder World Drive <br />• Hunter Road / Dixon St <br />• Hunter Road / San Antonio St <br />• Hunter Road / Bishop St <br />Additionally, the Engineer will obtain from the City 24 -hour directional tube counts at <br />the following mid -block locations: <br />• Hunter Road just north of Wonder World Drive <br />• Hunter Road between Dixon St and San Antonio St <br />• Hunter Road just south of Bishop St <br />The City will provide the Engineer information on existing approved land development <br />projects and future land use plans. The Engineer will use appropriate land use codes <br />from the Trip Generation, 8t' Edition, published by the Institute of Transportation <br />Engineers (ITE) to determine future peak - period and daily new vehicle trips. The <br />Engineer will coordinate with the City to set a future study year for conducting all <br />existing and future capacity analyses. The Engineer will apply an appropriate growth <br />factor to project existing traffic volumes to future study year background volumes. The <br />total traffic in the future study year will be the combination of background and future <br />traffic volumes. Capacity for different roadway cross - sections will be considered such <br />that existing and future traffic volume requirements on the corridor are satisfied. <br />Intersection capacity analysis shall be considered to address turning lane storage <br />requirements. An appropriate roadway cross - section will be recommended in accordance <br />with capacity, pedestrian and bike requirements, and the City's long term transportation <br />goals and objectives. <br />The Engineer will develop a technical memorandum that will document the methodology, <br />assumptions, analysis, alternatives, and recommendations on an appropriate roadway <br />cross - section for the project corridor. <br />Conduct a signal warrant analysis at San Antonio Street and Dixon Street (assuming the <br />future traffic volumes are high enough). <br />1.5.5 Design preliminary horizontal and vertical roadway geometrics utilizing Microstation V8 <br />and Geopak roadway design software. <br />1.5.6 Prepare preliminary design schematics for up to two (2) alternative roadway <br />configurations. The preliminary design schematics will identify impacts associated with varying <br />lane configurations, roadway cross sections, and pedestrian and bicycle facilities. The <br />preliminary design schematics will be limited to existing topography and utilities, horizontal <br />alignments, roadway typical sections, existing and proposed right -of -way, existing and proposed <br />Kirnley -Horn — FM 2439 (Hunter Road) <br />13 <br />