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Liberty Classical Academy: Phase 1—Lower School Addition 11/30/23—Revised 05/06/24 Page 3 Neighborhood commitment: To minimize disruptions, Liberty has proposed to provide adequate screening for neighbors and forgo field lighting systems and speaker-integrated scoreboard systems in the initial phases. If this changes in the future, Liberty will be sure to address this with the community in a full site plan review and community meetings. Furthermore, Liberty aims to create opportunities for neighbors, including allowing use of their trails through the property leading to Goggins Lake.This aligns with Hugo's comprehensive plan,emphasizing partnerships and innovative approaches for park and trail development and fostering community connections. Site Signage: Currently, in the first phase, Liberty has no plans to introduce additional monument signage.There will be a wall mounted sign affixed to the existing building as shown in the elevations. Traffic: The Liberty Classical Academy currently generates 153 trips in the AM peak hour and 78 trips in the school PM peak hour. With the Phase 1 expansion, it is anticipated the school will generate 330 AM peak hour trips and 183 trips in the school PM peak hour.With the full buildout of the school campus, it is anticipated the campus will generate 751 AM peak hour trips and 436 trips in the school PM peak hour. A capacity analysis was performed for Existing(2023),Opening Year(Phase 1) No-Build and Build,and Design Year(full buildout) No-Build and Build scenarios.All intersections and individual movements in the Existing(2023)and Opening Year (Phase 1) No-Build/Build scenarios are anticipated to operate at LOS C or better. During the Design Year(full buildout) No- Build and Build scenarios,the westbound left turn movement at the intersection of 122"d Street&Manning Trail is anticipated to operate at LOS D and LOS F during the AM and PM peak hours, respectively. The delay per vehicle is anticipated to reach at most 53 seconds per vehicle for this movement and all other movements at the intersection operate at LOS B or better in all scenarios. Because of this, implementation of a signal or other traffic control alternatives are not recommended. Queueing for the site was analyzed,the pick-up/drop-off school's queueing was modeled to determine the maximum anticipated queues for a typical school day.The site provides storage of dedicated vehicular queueing which is sufficient to store the anticipated queues.All queues are anticipated to remain on site and not impact any public roadways. Queueing for the Phase 1 lower school expansion is not anticipated to impact public streets because the anticipated queues will be approximately 600 feet with the Phase 1 expansion (see queueing exhibit with Civil plans). Per the results of the analysis,the mitigation recommended for the Phase 1 lower school expansion project are listed below: • A northbound right turn lane should be constructed at the site access along Keller Avenue for Phase 1 buildout. • A southbound right turn lane on Keller Avenue at 122"d Street for the Phase 1 buildout.