Ordinances-2003-260

vi. Existing and Projected Traffic volumes – The following traffic volumes for access driveways, intersection, and the roadway network in the site vicinity shall be displayed on a roadway network map: a. Existing A.M./P.M. peak hour traffic volumes. b. Existing total daily volumes within the site vicinity. c. A.M./P.M. peak hour site generated traffic volumes. d. Total daily site generated traffic volumes. e. A.M./P.M. existing plus site generated traffic volumes. f. Total daily existing plus site generated traffic volumes. To determine A.M./P.M. existing traffic volumes machine counts and/or manual counts shall be conducted between the hours of 6:00 A.M. – 9:00 A.M., and 3:00 P.M. – 6:00 P.M. All A.M./P.M. counts machine or manual, shall be recorded and summarized in fifteen-minute increments for the three-hour period, and included in the Appendix of the traffic impact study. Manual turning movement counts shall include vehicle classifications, i.e. passenger cars single-unit, multi-unit trucks and busses. (Note: Vehicle classification counts are referred under item 5.A.3.f.) Traffic volume shall show both entering and existing traffic at the proposed access points in addition to turning and through traffic movements at critical intersections. The improvements shall be designed for a projected traffic volume of twenty years beyond the expected year of construction. vii. Capacity Analysis – Proposed access and influenced intersections shall be subject to a capacity analysis. Projected traffic conditions shall include the effects of any proposed developments within the influenced area. The existing and projected levels of service derived from