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Task 6: Final Report The final report will be a combination and summation of all tasks. A final report and highly graphic executive summary will be produced as well as PowerPoint presentation of that report. Drafts will be delivered to the City for review. After the final presentation, bound and electronic copies will be made available. This project can be completed within six months from the notice to proceed for a cost of$75,000. 2. OBJECTIVE —Collins Avenue Corridor Traffic Analysis Study Methodology BDPG in association with The Corradino Group will prepare a Corridor Traffic Analysis Study for Collins Avenue within the municipal boundaries of the City of Sunny Isles Beach. The scope of the project is to analyze current and future level of service on various intersections along the Collins Avenue corridor within the City limits. Project Description • Various intersections on Collins Avenue from Bayview Drive to 193rd Street are to be analyzed The following methodology is proposed for conducting the traffic study: • The traffic study will evaluate intersections along Collins Avenue throughout the City.Traffic counts will be collected for the twenty nine (29) intersections listed at the end during the peak day/AM & PM peak periods. These intersections were selected after discussing with the City's staff. Any additional data collection will be billed separately. • Committed Development/ Background Growth o All committed developments (approximately 20) within the study area shall be quantified as provided by the City of Sunny Isles Beach. Existing traffic will be adjusted with an annual growth factor for the future condition. The growth factor will be determined following the FDOT historical count's regression analysis. • A description of the type of land use, category, trip rates, and other pertinent data indicated in the ITE Trip Generation Tables will be included for the committed development land uses.All future trip generation traffic volumes will be based on ITE Trip Generation Manual (9thEdition). • Intersection capacity/LOS analysis will be performed following the HCM 2010 methodology and using the latest version of Synchro / SimTraffic or HCS software. Such analysis will provide the results for the Level of Service (LOS), volume to capacity ratio (V/C) and other outputs such as Queue Lengths and Vehicular Delay for the following conditions: o Existing Condition Base Year(2015) o Proposed Future Condition with Committed Projects (2019) • Intersections that show deficient capacity will be highlighted and recommendations will be 6 Bell David Planning Group 1019 NE 104th Street Miami Shores, FL 33138 SIB TMP and CTA 032515