PB 25 12 Application

SATURDAY PEAK HOUR 12:15 P.M. TO 1:15 P.M. AO SITE eee Ss KLING STREET Legend — =Existing Roadway -- =Proposed Driveway = ty ty ee Fy iz) Zz = = PROPOSED SUPERMARKET FIGURE 5c TOWNSHIP OF WEST ORANGE Essex COUNTY, NEW JERSEY SATURDAY PEAK HOUR > DOLAN:DEAN 2027 NO BUILD TRAFFIC VOLUMES ‘CONSULTING ENGINEERS, LLC

MORNING PEAK HouR 7:30 A.M. TO 8:50 A.M. AO 2 & SITE odin | a! ENTER EXIT ~ yl] — 105 53 250 sT09 KLING STREET |ate loan On t Legend — =Existing Roadway -- =Proposed Driveway = ty ty ee Fy iz) Zz = = PROPOSED SUPERMARKET FIGURE 6A TOWNSHIP OF WEST ORANGE Essex COUNTY, NEW JERSEY DOLAN:DEAN MORNING PEAK HOUR > “CONSULING ENGREERS LL 2027 BUILD TRAFFIC VOLUMES

EVENING PEAK HOUR 5:00 P.M. TO 6:00 P.M. SITE ENTER EXIT 88 89 Legend — =Existing Roadway -- =Proposed Driveway 018 NOLO “4 = ty ty ee Fy iz) Zz = = KLING STREET 683—> PROPOSED SUPERMARKET TOWNSHIP OF WEST ORANGE Essex COUNTY, NEW JERSEY y) DOAN: DEAN ‘CONSULTING ENGINEERS, LLC FIGURE 6B EVENING PEAK HOUR 2027 BUILD TRAFFIC VOLUMES

SATURDAY PEAK HOUR 12:15 P.M. TO 1:15 P.M. SITE ENTER EXIT 100 99 Legend — =Existing Roadway -- =Proposed Driveway Ss KLING STREET = ty ty ee Fy iz) Zz = = PROPOSED SUPERMARKET TOWNSHIP OF WEST ORANGE Essex COUNTY, NEW JERSEY y) DOAN: DEAN ‘CONSULTING ENGINEERS, LLC FIGURE 6c SATURDAY PEAK HOUR 2027 BUILD TRAFFIC VOLUMES

} none? SITE | FEO] ----+~+~+ STOR KLING STREET [choc | X ny PLACE 3 ERM ‘x Legend & — =Existing Roadway E -- =Proposed Driveway PROPOSED SUPERMARKET FIGURE 7 TOWNSHIP OF WEST ORANGE Essex County, NEW JERSEY DOLAN:DEAN MORNING (EVENING) [SATURDAY] PEAK HOUR ») “CONSULING ENGREERS LLC” 2027 NO BUILD LEVELS OF SERVICE

} none? SITE JEON] ----+~+~+ STOR KLING STREET [A(A)A4 sr [clc)c4 equ PASE Legend — =Existing Roadway -- =Proposed Driveway [AAAS MAIN STREET PROPOSED SUPERMARKET FIGURE 8 TOWNSHIP OF WEST ORANGE Essex COUNTY, NEW JERSEY DOLAN:DEAN MORNING (EVENING) [SATURDAY] PEAK HOUR p) coLn.névNn TOSINS RGR 2027 BUILD LEVELS OF SERVICE

National Data & Surveying Services Intersection Turning Movement Count Location: Main St & Erwin Pl City: West Orange Project ID: 25-340072-001 Control: 1-Way Stop(EB) Date: 5/20/2025 Data - Total NS/EW Streets: Main St Main St Erwin Pl Erwin Pl NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND AM 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 3 81 0 0 0 130 1 0 3 0 3 0 0 0 0 0 221 7:15 AM 2 102 0 0 0 145 0 0 1 0 5 0 0 0 0 0 255 7:30 AM 0 143 0 0 0 148 2 0 3 0 7 0 0 0 0 0 303 7:45 AM 2 133 0 0 0 179 1 0 3 0 3 0 0 0 0 0 321 8:00 AM 2 121 0 0 0 137 0 0 0 0 2 0 0 0

0 0 321 8:00 AM 2 121 0 0 0 137 0 0 0 0 2 0 0 0 0 0 262 8:15 AM 0 124 0 0 0 129 2 0 3 0 0 0 0 0 0 0 258 8:30 AM 0 113 0 0 0 142 3 0 3 0 3 0 0 0 0 0 264 8:45 AM 1 142 0 0 0 145 3 0 4 0 1 0 0 0 0 0 296 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 10 959 0 0 0 1155 12 0 20 0 24 0 0 0 0 0 2180 APPROACH %'s : 1.03% 98.97% 0.00% 0.00% 0.00% 98.97% 1.03% 0.00% 45.45% 0.00% 54.55% 0.00% PEAK HR : 07:30 AM - 08:30 AM 7:30 AM 39 TOTAL PEAK HR VOL : 4 521 0 0 0 593 5 0 9 0 12 0 0 0 0 0 1144 PEAK HR FACTOR : 0.500 0.911 0.000 0.000 0.000 0.828 0.625 0.000 0.750 0.000 0.429 0.000 0.000 0.000 0.000 0.000 0.891 0.918 0.831 0.525 Headers NBL NBT NBR NBU SBL

0.918 0.831 0.525 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM 0 NL 1 NT 0 NR 0 NU 0 SL 1 ST 0 SR 0 SU 0 EL 1 ET 0 ER

ER 0 EU 0 WL 0 WT 0 WR 0 WU TOTAL 4:00 PM 3 147 0 0 0 141 1 0 0 0 3 0 0 0 0 0 295 4:15 PM 0 143 0 0 0 146 1 0 1 0 1 0 0 0 0 0 292 4:30 PM 3 167 0 0 0 134 0 0 1 0 1