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Varadero <br />Traffic Study <br /> <br />Page 29 <br />The calculations for Station 3 are presented in Exhibit 16. <br /> <br />Exhibit 16 <br />Station 3 – Residential Lobby <br />Valet Processing Rate <br /> <br />Inbound Valet Time <br />Processing time: 51 sec / 60 sec / 1 min = 0.85 min <br />Driving time (most distant space): 1486 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr =1.68 min <br />Mechanical Lift Processing Time: 30 sec/lift * 3 lift * 1 min/60 sec = 1.50 min <br />Park Processing Time: 0.50 min <br />Walking time: 515ft/6 ft/sec / 60 sec/min = 1.43 min <br />Total = 5.96 min <br /> <br />Outbound Valet Time <br />Processing time: 51 sec / 60 sec / 1 min = 0.85 min <br />Driving time (most distant space): 1643 ft * 1 mile/5280 ft * 1hr/10 miles * 60 min/hr =1.86 min <br />Mechanical Lift Processing Time: 30 sec/lift * 3 lift * 1 min/60 sec = 1.50 min <br />Park Processing Time: 0.75 min <br />Walking time: 515ft/6 ft/sec / 60 sec/min = 1.43 min <br />Total = 6.39 min <br /> <br />Weighted Valet Time <br />62% Inbound Valet parking: 0.62 * 5.96 min = 3.69 min <br />38% Outbound Valet parking: 0.38 * 6.39 min = 2.43 min <br /> Total = 6.12 min <br /> <br />An iterative approach was used to determine the minimum number of valet attendants required <br />during the PM peak hour to serve the entering and exiting vehicles that will ensure that the <br />average valet queue will not extend past the drop-off / pick-up area at Station 3. Exhibit 16A <br />shows the calculations for Station 3. <br /> <br />