Traffic Impact Study revised August 24 2026 4896 9729 06992

FROM *: FAX NO. : a Apr. 21 S612 1222981 F 1 : Z va TIMING . “| "SIGNAL INDICATIONS PHASING. ~ ; {SECONOS) Lo) me VEHICLE ACTUATION MIN MAX EXT 127 Bo G1 | 1243 1. NORTHFIELD AVE. ROW 22 el = G R Ww Ow 1, PEDESTRIAN CLEARANCE 44 0) . G R FOW | DW 1. CHANGE 4 4 - y R OW | DW 1, ALL RED 2 La R R Ow DW 2. WHERIDAN AVE, ROW 8 Za 2 R G DW DW 2. CHANGE 3 3 R ne ow | ow 2, ALL RED 2 2 . R R ow | OW TIMING SIGNALINOICATIONS | PHIASING (SECONDS) PEDESTRIAN ACTUATION MIN MAX EXT t27 S92 | OM ie ng i. NORTHFIELD AVE, ROW }f 2G . rs R Vv DW 1, PEDESTRIAN CLEARANCE 14 11 : G R | Fow | ow 1. CHANGE 4 4 : ¥ R ow | OW 1, ALL RED 2 Z - R R ow | ow 2. SHERIDAN AVE, ROW 8 8 . R G DW W 2, PEDESTRIAN CLEARANCE 13 19 - R G DW | FOW 2. WEHICLE EXTENSION @) 12 2 R G Ow | OW ee 2, GHANGE 3 3 . R ¥ ow | Dw 2. ALL RED 2 2 - R R DW DW FLASHING OPERATION ¥ R OUT | OUT NOTES: 1, The detactor memory mode is 10 be off. : er = 2. Controller is to be semi-actuated. 3. GO second background cycle. 4, The offsetis G seconds as measured from the beginning of the yellow to Northtield Avenue ai Pleasant Vailey Way to the beginning of yullow to Northfietd Ls this intersection, Qi ga q~ i JB NORTHFIELD AVENUE AND SHERIDAN AVENU kh, WEST ORANGE ‘ Lew. eea 2 [31(2014 do f—