Zoning Resolution 26-Z-221 - Laserfiche WebLink

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Kimlep Horn Traffic Impact Analysis EXECUTIVE SUMMARY RDBH Sunny Isles Venture LLC is proposing to develop the property located at 19051 Collins Avenue in Sunny Isles Beach, Florida. The site proposed for development consists of a low-rise residential building, which is now vacant as of July 2025. The development is proposed to consist of 145 high-rise residential units and a restaurant with 10 employees. The project is expected to be completed and opened by the year 2029. Access to the site will be provided via one (1) limited -access (right-in/right-out) driveway along SR A1A/Collins Avenue. Additionally, there is one (1) service driveway located south of the project driveway. Trip generation for the proposed development was calculated using rates and/or equations contained in the Institute of Transportation Engineers' (ITE's) Trip Generation Manual, 11th Edition. The project is expected to generate 68 net new vehicle trips during the weekday A.M. peak hour and 64 net new vehicle trips during the weekday P.M. peak hour. The results of the intersection capacity analysis indicate that all study intersections are expected to operate at adopted level of service (LOS) E+20% or better during the A.M. and P.M. peak hours under all analysis scenarios. The results of the roadway segment capacity analysis indicate that the study segment is expected to operate at LOS D or better during the A.M. and P.M. peak hours under all analysis scenarios. A right -turn lane analysis was conducted at the project driveway based on the guidelines contained in FDOT's Access Management Guidebook (2023). Note that SR A1A/Collins Avenue is classified as C5 — Urban Center roadway. Therefore, based on section 6.2.3 When Not to Consider Exclusive Right -Turn Lanes of FDOT's Access Management Guidebook (2023), exclusive right -turn lanes are not proposed along roadway segments with Context Classification of C5. The results of the 95th percentile entry gate queuing analysis indicate that the vehicle queue is expected to be less than one (1) vehicle behind the service position duringthe A.M. and P.M. peak hours at the entry gate. Therefore, entry gate queues are expected to be accommodated on -site without extending onto public right-of-way. The results of the valet operations analysis demonstrate that four (4) valet attendants would be required during the A.M. and P.M. peak. hours to ensure that valet queues do not exceed the storage provided. It should be noted that projected vehicular volumes and estimated valet processing times were conservatively assumed in the analysis. If it is determined that valet processing times can be performed more efficiently and/or actual traffic volumes are lower than projected, a reduced number of valet attendants may be adequate to serve the site. K.\RTL_TPTO\Oa800034-RDOM Sennylsles\Report\ON of Senny l sles Beach TIA092025od Page -i September 2025 135