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ORDINANCE NO. 88 - 26 c. Existing and Proposed Roadways and Intersections. Within the study area, the applicant must describe existing roadways and intersections (geometrics and traffic signal control) as well as improvements committed to by government agencies. This would include the nature of the improvement project, its extent, implementation schedule, and theagency or funding source responsible. 3d'. Existing and Committed Traffic Conditions. .•A detailed description of the existing traffic conditions, includ- ing the Average Annual Daily Traffic (AADT) and the highest average peak hour volume for all collector and arterial roads within the study area shall be provided. The AADT shall be based on a current twenty-four (24) hour traffic count provided by the applicant. The County shall provide the applicant with information regarding all committed development within the boundaries of the study area and this information shall also be included in the analysis. The current twenty-four (24) hour traffic count shall be adjusted to compensate for seasonal variations. This adjustment shall be determined by utilizing quarter- ly traffic counts, as supplied by the County. The methodology and assumptions underlying the annual adjustment shall be clearly stated. The average peak hour traffic volume 'shall be the highest average peak hour volume for any weekday twenty-four (24) hour period. The applicant shall also describe the exist- ing. levels of service (L.O.S.) of all collector and arterial roadways and major intersections within the study area. e. Trip Generation. The traffic impact analysis shall include summary table listing each type of land use, the size (square footage for nonresidential use) or number of dwelling units proposed, average trip generate rates utilized (total daily traffic and a.m./p.m. peaks) and the resulting total trips generated. All methodology and assumptions must be clearly stated. f. Trip Assignment. The traffic impact analysis shall describe the utilization of study area roadways by site generated traffic. The anticipated site traffic volumes shall be. combined with existing and projected area traffic volumes to describe mainline and turning movement volumes with the site developed as proposed. All traffic will be assigned to existing and planned facilities in a manner consistent with existing traffic patterns and approved by the County. CODING: Words in ¢¢f� type are deletions from existing law, words underlined are additions. Roadway V44. g. Determination of Anticipated and Intersection Levels of Service. The levels of major roadways and service major intersections within the study area shall be determined based on the trip CODING: Words in ¢¢f� type are deletions from existing law, words underlined are additions.