Traffic Impact Study 11102025 4927 7608 81845

Traffic Impact Study Proposed Mixed-Use Development – West Orange, NJ Page 6 Table 5 Future Levels of Service Intersection Direction/ Movement AM PSH PM PSH No Build Build No Build Build Northfield Avenue & Sheridan Avenue EB L A (4) A (4) A (3) A (3) T A (3) A (3) A (3) A (3) WB TR A (4) A (4) A (3) A (3) SB LR C (31) C (32) C (24) C (24) Overall A (5) A (5) A (4) A (4) Northfield Avenue & Easterly Site Driveway SB R - b (14) - b (11) Northfield Avenue & Westerly Site Driveway EB L - b (12) - a (10) SB LR - c (23) - b (15) a (#) - Unsignalized Intersection Level of Service (seconds of delay per vehicle) A (#) - Signalized Intersection Level of Service (seconds of delay per vehicle) Northfield Avenue and Sheridan Avenue With the addition of site generated traffic, the intersection is projected to continue operating at overall No Build level of service “A” during the analyzed peak hours and each movement is projected to continue operating at No Build levels of service “C” or better. See Table 5 for the individual movement levels of service and delays. Northfield Avenue and Easterly Site Driveway The eastern site driveway is proposed to intersect Northfield Avenue to form an unsignalized T- intersection with the southbound approach of the site driveway operating under stop control. The eastbound approach of Northfield Avenue is proposed to provide two (2) exclusive through lanes. The westbound approach of Northfield Avenue is proposed to provide an exclusive through lane and a shared through/right-turn lane. The southbound approach of the site driveway is proposed to provide an exclusive right-turn lane. As designed, the driveway is projected to operate at level of service “B” during the studied peak hours. See Table 5 for the individual movement levels of service and delays. Northfield Avenue and Westerly Site Driveway The western site driveway is proposed to intersect Northfield Avenue to form an unsignalized T- intersection with the southbound approach of the site driveway operating under stop control. The eastbound approach of Northfield Avenue is proposed to provide an exclusive left-turn lane and two (2) exclusive through lanes. The westbound approach of Northfield Avenue is proposed to provide an exclusive through lane and a shared through/right-turn lane. The southbound approach of the site driveway is proposed to provide a shared left-turn/right-turn

rthfield Avenue is proposed to provide an exclusive through lane and a shared through/right-turn lane. The southbound approach of the site driveway is proposed to provide a shared left-turn/right-turn lane. As designed, the driveway is projected to operate at levels of service “C” or better during the studied peak hours. See Table 5 for the individual movement levels of service and delays.