Laserfiche WebLink
<br />North Heights Traffic Impact Study <br />Alliant Engineering, Inc_ <br />AprilS, 2003 <br /> <br />Table 2 <br />Existing Conditions - Special Event <br />Parking Survey <br /> <br /> llIegally Total <br />Lot Vacancies Parked Vehicles Caoacitv <br />North 107 9 338 + 2 438 <br />Buses <br />Center 5 2 223 226 <br />South 4 18 241 , 227 <br />TOTAL 116 29 802+2 891 <br />Buses <br /> <br />The estimated attendance at the event was 1450 people. The cast, crew, and support staff totaled <br />622, while 92 people were involved in other activities at the center, giving a total of 2,164 people <br />on-site. Occupancy is calculated by taking the total number of people, subtracting those who <br />used the bus service, and divided by the number of vehicles. Assumptions were made that each <br />bus had a capacity of 50 and was 213 full. The resulting occupancy is 2.60 persons/vehicle, which <br />is consistent with the ratios typically used by the church. <br /> <br />During the peak entering hour, 719 vehicles arrived. During the peak exiting hour, 673 vehicles <br />departed. The directional distribution for event traffic is shown in Table 3. <br /> <br />Table 3 <br />Existing Conditions - Special Event <br />Directional Distribution <br /> <br /> South on <br /> West on East on North <br />Scenario Hwv 96 Hwy 96 Snellinl! <br />IEntering Event Traffic 65% 33% 2% <br />Exiting Event Traffic 52% 46% 2% <br /> <br />Observations <br /> <br />. When event traffic was arriving (6:15-7:15 pm), vehicles turning left onto North Snelling <br />A venue from westbound TH 96 experienced some delay. Some vehicles bypassed North <br />Snelling and utilized the North Church Entrance. <br /> <br />70fl6 <br /> <br />. <br /> <br />. <br /> <br />. <br />