Zoning Resolution 26-Z-221 - Laserfiche WebLink

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Kimley»> Horn Traffic Impact Analysis VALET OPERATIONS ANALYSIS The valet queuing operations analysis was performed based on the methodology outlined in ITE's Transportation and Land Development, 1988. The analysis was performed to determine if valet operations could accommodate vehicular queues within the provided drop-off/pick-up area without exceeding the storage provided during the highest valet demand analysis scenario. Valet operations were analyzed for the number of valet attendants and required vehicle stacking for the development traffic. The development will be served by one (1) valet drop-off/pick-up area located on -site within the lobby level porte-cochere. The valet drop-off/pick-up area consists of one (1) valet drop-off/pick- up lane that will operate within the porte-cochere with storage for approximately three (3) vehicles. Note that the valet trips for this project were split proportionally based on the number of parking spaces currently contemplated to be dedicated for valet. Out of the total 298 proposed parking spaces, 153 spaces (31 tandem and 91 regular spaces) is assumed to be allocated for valet. Based on the 153 parking spaces allocated for valet, it was assumed that 51.0 percent (51.0%) of all trips will utilize valet. The project is expected to generate 35 valet trips (11 drop-off and 24 pick- up) during the A.M. peak hour and 33 valet trips (21 drop-off and 12 pick-up) during the P.M. peak hour. The site will provide both valet parking using tandem parking spaces within the garage as well as self -parking with the conventional parking spaces within the garage. A graphic illustration of the proposed ground level valet routes to/from the on -site parking garage is provided in Appendix M. VALET ASSUMPTIONS The queuing analysis used the multiple -channel waiting line model with Poisson arrivals and exponential service times. The queuing analysis is based on the coefficient of utilization, p, which is the ratio of the average vehicle arrival rate over the average service rate multiplied by the number of channels. Valet attendants will be stationed at the valet drop-off/pick-up area. Valet drop-off trip service time was calculated based on the time it would take a valet parking attendant to obtain and park a drop-off vehicle within the on -site parking garage. Valet pick-up trip service time was calculated based on the time it would take a valet parking attendant to bring a parked vehicle back to a patron K:\FL TPT0\044B00034-RDBH Sunny Isles\R,port\Gry of Sunny IS1,s 6each TIA 092025 A... Page - 26 September 2025 163