20 2026 01 21 Eagle Rock Ave and Oval Road Laurel Avenue Traffic Signal Design Report

The driveway realignment has been evaluated in combination with the proposed traffic signal and coordination improvements. Based on the analyses conducted and the findings presented in this report, the following operational and geometric improvements were identified to accommodate existing and anticipated traffic conditions associated with ongoing development in the study area. These improvements are proposed in conjunction with the recommended traffic signalization and are summarized below by study intersection: • Eagle Rock Avenue (CR 611) and Oval Road / Crestmont Country Club Drwy o Proposed signalization of the intersection  Peak Hour, 4-Hour, and 8-Hour Warrants Met o Widen the eastbound Eagle Rock Avenue (CR 611) approach to provide one 155- foot left-turn lane, one exclusive through lane, and one through/right-turn lane. o Westbound Eagle Rock Avenue (CR 611) approach to continue to provide a one exclusive through lane and one shared through/right-turn lane. o Relocate the existing Crestmont Country Club Exit-Only Driveway along Eagle Rock Avenue (CR 611) to intersect Eagle Rock Avenue (CR 611) directly across from Oval Road.  Northbound approach to provide one left-turn lane and one shared through/right-turn lane. o Restripe the southbound Oval Road approach to provide one left-turn lane and one shared trough/right-turn lane. • Eagle Rock Avenue (CR 611) and Laurel Avenue (CR 634)  Extend the westbound Eagle Rock Avenue (CR 611) left-turn lane to increase storage length from the existing 120 feet to 405 feet. o Timing mitigation  Coordinate the signal timings with the proposed signal at the intersection of Eagle Rock Avenue (CR 611) and Oval Road / Crestmont Country Club Driveway  Increase the maximum cycle length to 90 seconds during both the AM and PM peak hours. 2