Traffic Report

Figure 10 11 20 21 LIST OF FIGURES Description Project Location AM Existing Peak Hour Traffic Volumes PM Existing Peak Hour Traffic Volumes AM No-Build Peak Hour Traffic Volumes PM No-Build Peak Hour Traffic Volumes AM Site Generated — 350 Units Peak Hour Traffic Volumes PM Site Generated — 350 Units Peak Hour Traffic Volumes AM Site Generated — 550 Units Peak Hour Traffic Volumes PM Site Generated — 550 Units Peak Hour Traffic Volumes AM Site Generated — 683 Units Peak Hour Traffic Volumes PM Site Generated — 683 Units Peak Hour Traffic Volumes AM Build — 350 Units Peak Hour Traffic Volumes PM Build — 350 Units Peak Hour Traffic Volumes AM Build — 550 Units Peak Hour Traffic Volumes PM Build — 550 Units Peak Hour Traffic Volumes AM Build — 683 Units Peak Hour Traffic Volumes PM Build — 683 Units Peak Hour Traffic Volumes Intersection Sight Distance — Bongart Dr. at Oval Rd. South Intersection Sight Distance — Bongart Dr. at Oval Rd. North Intersection Sight Distance — Davey Dr. at Warner Rd. West Intersection Sight Distance — Davey Dr. at Warner Rd. East