Zoning Resolution 26-Z-221 - Laserfiche WebLink

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Kim I ey >>> H o r n David Ettinger, AIA July 30, 2025, Page 2 • BCT Route 28 operates along Collins Avenue in the vicinity of the project site with the nearest stop located just north of SR-856/William Lehman Causeway. This route operates with 25-minute headways in the northbound and southbound directions during the A.M and P.M. peak yours. • DTPW Route 100 operates along Collins Avenue in the vicinity of the project site with the nearest stop located just south of 1891h Street. This route operates with 15-minute headways in the northbound and southbound directions during the A.M and P.M. peak hours. • City of Sunny Isles Beach Trolley Blue Line operates along Collins Avenue in the vicinity of the project site with the nearest stop located just north of SR-856/William Lehman Causeway. This route operates with approximately 120-minute headways in the northbound and southbound directions during the A.M and P.M. peak hours. • City of Sunny Isles Beach Trolley Orange Line operates along Collins Avenue in the vicinity of the project site with the nearest stop located just north of SR-856/William Lehman Causeway. This route operates with approximately 120-minute headways in the northbound and southbound directions during the A.M and P.M. peak hours. As shown in Table 1, the project is expected to generate 68 net new weekday A.M. peak hour vehicular trips and 64 net new weekday P.M. peak hour vehicular trips. Detailed trip generation calculations and US Census Means of Transportation to Work data are included in Attachment C. Table 1: Trip Generation A.M. (P.M.) Future Land Use Scale Entering Exiting Net New ITE Code Proposed Development Multifamily Housing (High -Rise) 145 11 33 44 222 dwelling units 35 20 55 High-Tumover (Sit -Down) Restaurant 10 11 13 24 932 employees 5 4 9 Total 22 46 68 40 24 64 STUDY AREA Based on the proposed development plan, the intersection of SR 856/William Lehman Causeway and SR A1A/Collins Avenue in addition to the project driveways are proposed to be analyzed. Additionally, the roadway segment along SR AllA/Collins Avenue between SR 856/WiIliams Lehman Causeway and SR 826/NE 1631d Street will be analyzed. DATA COLLECTION A.M. (7:00 A.M. to 9:00 A.M.) and P.M. (4:00 P.M. to 6:00 P.M.) peak period turning movement counts will be collected at all identified study intersections on a typical weekday (Tuesday, Wednesday, or Thursday). Additionally, 24-hour continuous machine counts will be collected at the identified study roadway segment during the typical weekday (Tuesday, Wednesday, or Thursday). All traffic counts will be adjusted to peak season conditions using the appropriate Florida Department of Transportation (FDOT) peak season category factors. Turning movement counts will be collected in 15-minute intervals during the two (2) peak periods. Turning movement counts will also include pedestrians and bicyclists. Signal timing information will be obtained from Miami -Dade County Department of Transportation and Public Works — Traffic. Signals and Signs Division. All traffic data collected will be provided in the Appendix of the traffic analysis report. TRIP DISTRIBUTION The likely distribution of project traffic was forecast for the trips expected to be generated by the proposed development. The trip distribution was based on an interpolated cardinal trip distribution for the project site's traffic analysis zone (TAZ) obtained from the Miami -Dade Transportation Planning Organization's (TPO) 2045 Cost Feasible Plan travel demand model 2015 and 2045 data. The trip distribution for the anticipated build -out year of 2029 was interpolated from the 2015 and 8201 Peters Road, Suite 2200, Plantation, FL 33324 172