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I _ Marina Del Mar II Traffic Impact Study Executive Summary This study was prepared to determine the vehicle trips associated with. the subject project and to evaluate the traffic impacts to the most impacted intersection. The subject site is located on 100 Kings Point Drive (159th Street) in the City of Sunny Isles Beach, Florida. This site has a residential apartment building with 336 units of which 333 units will remain. The proposed development consists of two (2) high-rise residential apartment buildings with a total of 256 units (128 units each). In addition, this project will provide an eight-story parking garage and several driveways along Kings Point Drive. The full-build out year is slated for 2021 . The trip generation characteristics for the subject project were obtained from ITE's Trip Generation Manual, 9th Edition. The trip generation analysis was performed for a typical weekday's AM and PM peak hour. The trip generation rates for Land Use 232: High-Rise Residential Condominium were utilized in the trip generation analysis. As a result, the trip generation calculations yielded 87 net vehicle trips (15 trips-in & 72 trips-out) during the-AM-peak hour and 97 net vehicle trips (60 trips-in &-37-trips-out) in the PM peak hour. The AM and PM peak hour trips were distributed to the most impacted intersection and assigned to the project's driveways. The trip distribution was performed consistent with• the trip distribution percentages of TAZ 611 and by interpolating between the 2010 and 2040 TAZ data for the projected design year of 2021. Manual Turning Movement Counts (TMC's) were taken at the intersection of Collins Avenue (SR A IA) and Kings Point Drive (159th Street). These turning movement counts were performed on Thursday, November 17th, 2016 during the typical weekday's AM 9 peak period of 7:00 AM to 9:00 AM and PM peak period of 4:00 PM to 6:00 PM. Subsequently, the AM and PM peak hour volumes were determined, adjusted for peak seasonal variations by utilizing the Florida Department of Transportation Seasonal Factor (SF) and utilized in the operational analysis for the existing condition. As a result, the c0., analysis revealed that Collins Avenue (SR Al A) and Kings Point Drive (159th Street) is operating at LOS A during the AM and PM peak hour. Also, the existing driveways were analyzed and yielded LOS A. Based on historical trends regression analysis, the existing traffic volumes were ` . augmented with a compounded background growth rate of 1.57 percent and committed trips to develop the traffic volumes for the future condition without project in 2021. Similarly, the traffic volumes for the future condition with project include background growth, committed trips and the project net trips. The proposed future t traffic volumes with project were evaluated and yielded LOS B for the AM and PM peak hour. Also, the project's driveways were evaluated and resulted in LOS A. Table 1 rbelow summarizes the LOS and delay per approach for the most impacted intersection. uv Page 14 Richard Garcia & Associates, Inc.