ZB 22 13 2023 04 05 Traffic Impact Study Rev 1

Traffic Impact Study Proposed Popeye’s & Fast Food Restaurant – West Orange Table V Future Levels of Service PM PSH SAT PSH Direction/ Intersection No No Movement Build Build Build Build EB LT A (9) A (9) A (9) A (9) Eagle Rock Avenue and Rosney WB LT A (9) A (10) A (9) A (9) Terrace/Mayfield Driveway NB LTR B (13) B (13) C (19) C (17) SB LTR D (25) D (27) C (24) D (27) Eagle Rock Avenue and WB LT - A (9) - A (9) East Site Driveway NB LR - C (23) - D (28) Eagle Rock Avenue and WB LT - A (9) - A (9) West Site Driveway NB R - B (11) - B (11) A (#) - Unsignalized Intersection Level of Service (seconds of delay per vehicle) Eagle Rock Avenue and Rosney Terrace/Mayfield Driveway With the addition of the site traffic, the individual intersection movements are anticipated to operate at Levels of Service “D” or better during the analyzed peak periods. See Table V for the individual movement Levels of Service and delays. Eagle Rock Avenue and the East Site Driveway The east site driveway is proposed to intersect Eagle Rock Avenue to form an unsignalized T- intersection with the site driveway under stop control. The eastbound approach of Eagle Rock Avenue is proposed to provide a dedicated through lane and a shared through/right turn lane. The westbound approach of Eagle Rock Avenue is proposed to provide a shared left turn/through lane and a dedicated through lane. The northbound

cated through lane and a shared through/right turn lane. The westbound approach of Eagle Rock Avenue is proposed to provide a shared left turn/through lane and a dedicated through lane. The northbound approach of the site driveway is proposed to provide a single lane for left and right turn movements. As designed, the individual intersection movements are anticipated to operate at Levels of Service “D” or better during the analyzed peak periods. See Table V for the individual movement Levels of Service and delays. Eagle Rock Avenue and the West Site Driveway The west site driveway is proposed to intersect Eagle Rock Avenue to form an unsignalized T- intersection with the site driveway under stop control. The eastbound approach of Eagle Rock Avenue is proposed to provide a dedicated through lane and a shared through/right turn lane. The westbound approach of Eagle Rock Avenue is proposed to provide a shared left turn/through lane and a dedicated through lane. The northbound approach of the site driveway is proposed to provide a single lane for right turn movements only. As designed, the individual intersection movements are anticipated to operate at Levels of Service “B” or better during the analyzed peak periods. See Table V for the individual movement Levels of Service and delays. Page 7