11 Site Traffic Control Plans 12 10 2025

WORK ZONE LIMITS MAY BE REDUCED TO REOPEN DRIVEWAY WHEN WORK IN THIS AREA IS COMPLETED. ADJUST FENCING AND SIGNS ACCORDINGLY. R11-2(MOD.) 60" x 30" WORK AHEAD ROAD W20-1(F) 36" x 36" R11-2(MOD.) 60" x 30" R11-2(MOD.) 60" x 30" ROAD CLOSED R11-2 48" x 30" CLOSED AHEAD ROAD W20-3(F) 36" x 36" CLOSED AHEAD ROAD W20-3(F) 36" x 36" SIDEWALK CLOSED R9-9 24" x 12" ROAD CLOSED R11-2 48" x 30" APPROXIMATE WORK ZONE LIMITS SURROUNDED BY HIGH-VISIBILITY CONSTRUCTION FENCE TEMPORARY 24" WHITE STOP LINE (TYP.) SIGN 'A' 36" x 36" WORK AHEAD ROAD W20-1(F) 36" x 36" WORK AHEAD ROAD W20-1(F) 36" x 36" EXTEND WORK ZONE ALONG FULL FACE OF BUILDING FOR EXTERIOR RENOVATIONS. MAINTAIN ACCESS TO ACTIVE STOREFRONTS ON SIDEWALK BELOW CANOPY AT ALL TIMES DURING BUSINESS HOURS. MAINTAIN A MINIMUM 5' WIDE PEDESTRIAN WALKWAY. 1 INCH = 30 FEET ( IN FEET ) 30 0 15 30 60 120 GRAPHIC SCALE TRAFFIC CONTROL PLAN - STAGE 2 LK PG 1'' = 30' E N W S 1234567890 WHAT YOU DON'T KNOW CAN HURT YOU. 1 - 800 - 272 - 1000 PROTECT YOURSELF G A R D E N S T A T E U ND E R G R O U N D L O C A T I O N S T O P - C A L L B E F O R E Y O U D I G ! THE STATE OF NEW JERSEY REQUIRES NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. NEW JERSEY LICENSE NO. 46476 PAUL B. GOING PROFESSIONAL ENGINEER N.J. Certificate of Authorization No. 24GA28030100 OF 3 471 MOUNT PLEASANT AVENUE (NJ ROUTE 10) TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY PROPOSED RETAIL STORE SITE TRAFFIC CONTROL PLANS BOHL00209 12/10/2025 BOHL00209-TRAF-Stage2 30 Independence Boulevard, Suite 110 Warren, New Jersey 07059 908.769.5588 Moving Forward Together® Moving Forward Together® THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL ONE CALL SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS BY VARIOUS UTILITY AGENCIES AND RECORD DRAWINGS AND MUST BE CONFIRMED ACCORDINGLY. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING CONSTRUCTION MUST

ILATION OF FIELD LOCATIONS BY VARIOUS UTILITY AGENCIES AND RECORD DRAWINGS AND MUST BE CONFIRMED ACCORDINGLY. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD I.D.: R 20241213 SHEET TITLE: SHEET NUMBER: T H E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM Traffic Planning and Design, Inc. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES. ã Traffic Planning and Design, Inc. LK DISCLAIMER: This drawing and/or file has been prepared by Traffic Planning and Design, Inc at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Traffic Planning and Design, Inc makes no representation regarding the suitability for the intended use by the recipient. Further, Traffic Planning and Design, Inc makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately. Due to the alterable nature of electronic documents, Traffic Planning and Design, Inc does not make any expressed or implied warranty for the accuracy or completeness of this information. The information, design and content of this file are proprietary and shall not be copied or used for any purpose without prior written authorization from Traffic Planning and Design, Inc. Only current, signed and sealed plans shall be utilized for construction purposes. Viewing the contents of this file shall serve as your acknowledgement of acceptance of the above terms and conditions. By opening this file or through the use of the information contained herein, the recipient agrees to indemnify and hold Traffic Planning and Design, Inc harmless from any loss, damage, liability or cost, including reasonable attorney's fees that Traffic Planning and Design, Inc defending such claims, arising from any use or reuse of this electronic document or information. ã 2025 Traffic Planning and Design, Inc. PROJECT: NOT APPROVED

es that Traffic Planning and Design, Inc defending such claims, arising from any use or reuse of this electronic document or information. ã 2025 Traffic Planning and Design, Inc. PROJECT: NOT APPROVED FOR CONSTRUCTION ORIGINAL DATE No. DATE COMMENT BY REVISIONS 12/10/2025 An serving the eastern United StatesENR 500 TOP DESIGN FIRM C:\pwworking\projectwise\tpd-c3d\d2778986\BOHL00209-PlanSet.dst C:\pwworking\projectwise\tpd-c3d\d2778986\BOHL00209-TRAF-Stage2 [STAGE2] 3 MT PLEASANT AVE (NJSH ROUTE 10)MT PLEASANT AVE (NJSH ROUTE 10)MT PLEASANT AVE (NJSH ROUTE 10) MT PLEASANT PLMT PLEASANT PLMT PLEASANT PL PLEASANT VALLEY WAY (CR 636)PLEASANT VALLEY WAY (CR 636)PLEASANT VALLEY WAY (CR 636) NOTES: 1. EXCEPT AS SHOWN ON THE PLAN, EXISTING SIDEWALKS TO REMAIN OPEN AND ACCESSIBLE TO PEDESTRIANS AT ALL TIMES. 2. EXCEPT AS SHOWN ON THE PLAN, MAINTAIN ACCESS TO DRIVEWAYS AND CROSS AISLES AT ALL TIMES. 3. INSTALL CONSTRUCTION GATES IN WORK ZONE PERIMETER FENCING WHERE APPROPRIATE FOR THE STAGE OF WORK. GATES SHALL BE LOCKED AND SECURED OUTSIDE OF WORK HOURS. 4. MAINTAIN MINIMUM 5' WIDE PEDESTRIAN WALKWAY AROUND WORK AREAS AS SHOWN ON THE PLAN. 5. CONSTRUCT AND MAINTAIN TEMPORARY ADA RAMPS AS NEEDED. USE COLD PATCH OR OTHER MATERIALS ACCEPTABLE TO THE ENGINEER. 6. TEMPORARY ADA RAMPS SHALL HAVE A STABLE, FIRM, AND SLIP RESISTANT SURFACE; SHALL NOT EXCEED 2% CROSS SLOPE; AND SHALL NOT EXCEED 8.33% (12:1) RUNNING SLOPE. 7. WHERE TEMPORARY ADA RAMP RUNNING SLOPE EXCEEDS 5%, A 5' x 5' LEVEL LANDING, NOT EXCEEDING 2% IN ANY DIRECTION, SHALL BE PROVIDED AT THE TOP AND BOTTOM RAMP GRADE BREAKS. 8. NOTIFY AND COORDINATE WITH NEIGHBORING BUSINESSES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 9. COORDINATE WITH NEIGHBORING BUSINESSES TO PERFORM FINAL PAVING AND STRIPING WORK OUTSIDE OF BUSINESS HOURS.