11 Site Traffic Control Plans 12 10 2025

TRAFFIC CONTROL NOTES LK PG NO SCALE 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 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

ovided 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 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 [NOTES] 1 1. 2. 3. 4. 5. 6. 7. 8. 9. 13. 10. 11. 12. MOVING WORK AREAS IN A LANE CLOSURE REQUIRE A TRAILER MOUNTED ILLUMINATED FLASHING ARROW TO REMAIN AT THE END OF THE TAPER, THE TRAFFIC CONTROL TRUCK WITH MOUNTED CRASH CUSHION THAT IS TO MOVE WITH THE WORK AREAS TO KEEP A 70 FEET MIN. AND 150 FEET MAX. BUFFER IN ADVANCE OF EACH WORK AREA. ADVANCE WARNING SIGNS DISTANCES AND TAPER LENGTHS MAY BE EXTENDED, AT DIRECTION OF THE TOWNSHIP, TO ADJUST FOR REDUCED VISIBILITY DUE TO HORIZONTAL AND VERTICAL CURVATURE OF THE ROADWAY. THE APPROXIMATE LOCATIONS OF THE ILLUMINATED FLASHING ARROW BOARDS ARE SHOWN ON THE TRAFFIC CONTROL PLANS. THESE LOCATIONS

R REDUCED VISIBILITY DUE TO HORIZONTAL AND VERTICAL CURVATURE OF THE ROADWAY. THE APPROXIMATE LOCATIONS OF THE ILLUMINATED FLASHING ARROW BOARDS ARE SHOWN ON THE TRAFFIC CONTROL PLANS. THESE LOCATIONS MAY BE MODIFIED AS APPROVED BY RE TO ADJUST FOR VISIBILITY DUE TO HORIZONTAL OR VERTICAL CURVATURE OF THE ROADWAY OR TO POSITION AT A SAFER LOCATION. ILLUMINATED FLASHING ARROW BOARDS ARE TO BE USED FOR TEMPORARY LANE CLOSINGS AND AT LOCATIONS SHOWN ON THE TRAFFIC CONTROL PLANS. WHERE REQUIRED, THE CONTRACTOR IS TO MAKE PROVISIONS FOR MAINTAINING PEDESTRIAN CROSSING LOCATIONS AND TYPE AS DIRECTED BY THE RE. CONES MAY BE SUBSTITUTED FOR DRUMS AND INSTALLED UPON THE APPROVAL OF THE RE. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. PRIOR TO ANY ROAD CONSTRUCTION, TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN PLACE. RAMPS AND/OR SIDE STREETS ENTERING THE ROADWAY AFTER THE FIRST ADVANCE WARNING SIGN ARE TO BE PROVIDED WITH AT LEAST ONE W20-IF SIGN (ROAD WORK AHEAD) AS A MINIMUM. CONFLICTING OR NON-OPERATING SIGNAL INDICATIONS ON EITHER THE EXISTING, TEMPORARY,OR PROPOSED TRAFFIC SIGNAL SYSTEMS ARE TO BE BAGGED OR COVERED. MAINTENANCE AND PROTECTION OF TRAFFIC TO BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES - PART VI "STANDARDS AND GUIDES FOR TRAFFIC CONTROL FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY, AND INCIDENT MANAGEMENT OPERATIONS", UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. CONSTRUCTION SIGN W99-2 (GIVE US A BRAKE) TO BE LOCATED 200 FEET IN ADVANCE OF PROJECT LIMITS. A W1-6 (ARROW) SIGN MOUNTED ON A BREAKAWAY BARRICADE AND CENTERED ON THE CLOSED WIDTH TO BE LOCATED 100 FEET BEYOND EACH INTERSECTION OR MAIN ACCESS POINT WITHIN THE AREA OF A LANE OR SHOULDER CLOSURE. CONSTRUCTION SIGNS R11-4 (ROAD CLOSED TO THRU TRAFFIC) TO BE PLACED AT THE INTERSECTING STREETS WHICH ARE CLOSED TO TRAFFIC BECAUSE OF CONSTRUCTION. THE CONTRACTOR TO SUBMIT A PLAN FOR THE SAFE ACCESS OF CONSTRUCTION VEHICLES THROUGHOUT THE WORK SITE WHERE SPACE CONSTRAINTS PREVENT THE USE OF LANE CLOSURES. THE PLAN TO BE SUBMITTED TO THE RE AS SPECIFIED IN THE SPECIFICATIONS. THE REDUCED SPEED AHEAD SIGN, W3-5(S) (BLACK ON ORANGE) TO BE LOCATED IN ADVANCE OF SPEED LIMIT R2-1 SIGNS WHICH REDUCE THE NORMAL POSTED SPEED LIMIT THROUGH THE CONSTRUCTION ZONE. TRAFFIC FINES DOUBLED IN WORK AREA R(NJ)5-17(S) , 4 FEET BY 2.5 FEET SIGN TO BE LOCATED 500

ADVANCE OF SPEED LIMIT R2-1 SIGNS WHICH REDUCE THE NORMAL POSTED SPEED LIMIT THROUGH THE CONSTRUCTION ZONE. TRAFFIC FINES DOUBLED IN WORK AREA R(NJ)5-17(S) , 4 FEET BY 2.5 FEET SIGN TO BE LOCATED 500 FEET AFTER THE FIRST ADVANCE WARNING SIGN, (W20 SERIES) AT EACH WORK AREA LOCATED WITHIN URBAN AREAS. THIS SIGN TO ALSO BE USED ON PROJECTS REQUIRING MOVING OPERATIONS IN WHICH CASE THE SIGN IS TO BE MOUNTED ON A SLOW MOVING CONSTRUCTION VEHICLE. TRAFFIC CONTROL DEVICES FOR LANE CLOSURES INCLUDING SIGNS, CONES, BARRICADES, ETC. SHALL BE PLACED AS SHOWN ON PLANS. SIGNS SHALL NOT BE PLACED WITHOUT ACTUAL LANE CLOSURES AND SHALL BE IMMEDIATELY REMOVED UPON REMOVAL OF THE CLOSURES. ALL EXISTING ROAD SIGNS, PAVEMENT MARKINGS, AND / OR PLOWABLE PAVEMENT REFLECTORS WHICH CONFLICT WITH THE PROPOSED TRAFFIC CONTROL PLAN ARE TO BE COVERED, REMOVED, OR RELOCATED AS DIRECTED BY THE RE. BACKFILL ALL EXCAVATED AREAS WITHIN OR ADJACENT TO THE ROADWAY AND PLACE ON AT LEAST 6H:1V SLOPE BEFORE THE END OF EACH WORK DAY. OTHER EXCAVATED AREA WITHIN THE CLEAR ZONE ARE TO BE BACKFILLED. BITUMINOUS CONCRETE PLACED DURING THE VARIOUS CONSTRUCTION STAGES TO BE TRANSITIONED ON A MINIMUM 20H:1V SLOPE TO MEET THE ADJACENT EXISTING GRADE AT THE LONGITUDINAL AND TRANSVERSE LIMITS OF THE STAGE CONSTRUCTION AREAS UNLESS OTHERWISE NOTED ON THE STAGE CONSTRUCTION PLANS. THE FINAL HMA SURFACE PAVEMENT SHALL NOT BE CONSTRUCTED UNTIL THE FINAL STAGE OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE RE OR INDICATED ON THE PLANS. MANHOLES AND INLETS SHALL BE SET TO FINISHED GRADE AND TEMPORARY PAVEMENT RAMPS ARE TO BE CONSTRUCTED AROUND THEM WITH A MINIMUM 20H:1V SLOPE IN ALL DIRECTIONS USING HOT MIX ASPHALT PAVEMENT. THIS TEMPORARY MATERIAL WILL BE REMOVED IMMEDIATELY PRIOR TO PLACING THE SURFACE COURSE. CONSTRUCTION ZONE SPEED LIMIT WILL BE DETERMINED BY THE TOWNSHIP, AT THE TIME OF OR DURING CONSTRUCTION, AS REQUESTED BY THE RE. THE SPEED LIMIT, R2-1 (BLACK ON WHITE) WITH ADDED WORK ZONE PLATE (BLACK ON ORANGE) SIGNS TO BE LOCATED THROUGH WORK AREAS AS DIRECTED BY THE TOWNSHIP. CONSTRUCTION SIGNS W8-11 (UNEVEN LANES) AND W8-15 (GROOVED PAVEMENT) SHALL BE USED WHEN SUCH PAVEMENT CONDITIONS EXIST. THE PLACEMENT OF THESE SIGNS SHALL BE AS DIRECTED BY THE RE. THE PLACEMENT AND/OR RELOCATION OF CONSTRUCTION BARRIER CURB TO BE DONE DURING ALLOWABLE LANE CLOSURE HOURS. WHERE FINAL HMA PAVING IS PERFORMED

LACEMENT OF THESE SIGNS SHALL BE AS DIRECTED BY THE RE. THE PLACEMENT AND/OR RELOCATION OF CONSTRUCTION BARRIER CURB TO BE DONE DURING ALLOWABLE LANE CLOSURE HOURS. WHERE FINAL HMA PAVING IS PERFORMED AND THE LANE IS TO BE RE-OPENED TO TRAFFIC AND THE ITEM TRAFFIC STRIPES IS UNABLE TO BE APPLIED, APPLY THE ITEM TRAFFIC STRIPES, LATEX. ENSURE THAT THE ITEM TRAFFIC STRIPES IS APPLIED WITHIN 14 DAYS. GENERAL NOTES: DESIRABLE MINIMUM NOTES: RECOMMENDED SIGHT DISTANCE TO BEGINNING OF CHANNELIZING TAPERS REGULATORY APPROACH SPEED OF TRAFFIC MILES/HOUR AVOIDANCE MANEUVER IS FOR A SPEED, PATH, AND/OR DIRECTION CHANGE PRIOR TO THE BEGINNING OF CHANNELIZING TAPERS. RECOMMENDED DISTANCES BETWEEN TWO SEPARATE LANE CLOSURES SHALL BE DOUBLE THE VALUES SHOWN ABOVE. DESIRABLE VALUES SHALL BE PROVIDED WHEREVER POSSIBLE. IF IT IS NOT FEASIBLE OR PRACTICAL TO PROVIDE DESIRABLE VALUES BECAUSE OF HORIZONTAL OR VERTICAL CURVATURE OR IF RELOCATION OF THE TAPER IS NOT POSSIBLE, THEN MINIMUM VALUES CAN BE APPLIED. WHEN MINIMUM VALUES ARE USED, SPECIAL ATTENTION SHOULD BE GIVEN TO THE USE OF SUITABLE TRAFFIC CONTROL DEVICES FOR PROVIDING ADVANCED WARNING OF THE CONDITIONS THAT ARE LIKELY TO BE ENCOUNTERED. 1. 2. 3. 4. RURAL FEET URBAN FEET RURAL AND URBAN FEET 25 30 35 40 45 50 55 60 65 375 450 525 600 675 750 875 1000 1050 525 625 725 825 925 1025 1150 1275 150 200 250 325 400 475 550 650 725 RURAL AND URBAN ROAD DESIGNATIONS SHALL BE AS DEFINED IN THE NJDOT STATE HIGHWAY STRAIGHT LINE DIAGRAMS. FLOURESCENT ORANGE 6" MIN. REFLECTORIZED STRIPES BE USED. THE SAME VISIBILITY AS AN 18 INCH DIAMETER ROUND DRUM REGARDLESS OF ORIENTATION, MAY ENSURE THE REFLECTORIZED AREA OF DRUMS IS ROUND EXCEPT OTHER SHAPES, WHICH PROVIDE ALTERNATE TYPES OF BALLAST MUST BE APPROVED BY THE RE. OF THE BALLAST IS 50 LBS. AND IS TO BE LOCATED APPROXIMATELY AT GROUND LEVEL. WHEN BALLAST IS REQUIRED BY THE RE, USE SAND. THE MAXIMUM WEIGHT IF KNOCKED OVER. ENSURE THE TOP OF THE DRUM IS NOT OPEN. CONSTRUCT DRUMS TO INHIBIT ROLLING SHEETING FOR STRIPES CONFORMS WITH ASTM D 4956 TYPE VII OR VIII WITH S2 REQUIREMENTS. BETWEEN THE STRIPES, THEY ARE TO BE NO MORE THAN 2" WIDE. ENSURE RETROREFLECTIVE ORANGE AND WHITE RETROREFLECTIVE STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES ENSURE DRUMS ARE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT BASE DIA. MAY BE LARGER THAN TOP DIA. 36"

AND WHITE RETROREFLECTIVE STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES ENSURE DRUMS ARE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT BASE DIA. MAY BE LARGER THAN TOP DIA. 36" APPROX. DRUMS 18" MIN. DIA. (ORANGE) ( TYP.) 2" MAX. NON-REFLECTORIZED SPACE (WHITE) 6" MIN. REFLECTORIZED STRIPES NON-REFLECTORIZED SPACE (ORANGE) RECOMMENDED TAPER LENGTH AND SPACING FOR CHANNELIZING TAPERS REGULATORY APPROACH SPEED OF TRAFFIC MILES/HOUR RECOMMENDED SPACING ALONG TANGENTS NOTE: THE MAXIMUM DEVICE SPACING ALONG CURVES SHALL BE AS DEFINED FOR TAPERS (B) IN THE ABOVE TABLE. MINIMUM TAPER RATIO IN LENGTH PER FOOT OF WIDTH MAXIMUM DEVICE (B) SPACING ALONG TAPERS IN FEET MAXIMUM DEVICE (D) SPACING ALONG TANGENTS IN FEET 25 50 30 30 60 35 35 70 40 40 80 45 45 90 50 50 55 55 60 60 65 65 25 15:1 27:1 45:1 50:1 55:1 60:1 65:1 105 150 205 270 450 500 550 600 650 115 165 225 300 495 550 605 660 715 125 180 245 325 540 600 660 720 780 100 110 120 130 10.5:1 20.5:1 MINIMUM TAPER LENGTH L - FOR LANE WIDTHS 10' 11' 12' LOCATE TAPERS TO MAXIMIZE THE VISIBILITY OF THEIR TOTAL LENGTH.5. SHEETING, ASTM D-4956 TYPE III RETROREFLECTIVE 4" SILVER (WHITE) SHEETING, ASTM D-4956 TYPE III RETROREFLECTIVE 6" SILVER (WHITE) NOTES: OF THE ENGINEER. MAY BE ACCEPTABLE UPON APPROVAL MINOR MANUFACTURER'S VARIATIONS BALLASTED TYPE. BASES MAY BE OF BREAKAWAY 1 3/4 " MIN. O.D. FOR HANDLING. 3" TO 4" SPACE 2" SPACE 28" MIN. 7 1/2 " MIN. O.D. 14" MIN. BASE MIN. WEIGHT 7 LBS. PLASTIC OR RUBBER, IN COLOR. PREDOMINATELY ORANGE TRAFFIC CONES SHALL BE TRAFFIC CONES 6 MIN. 1 ESCAPE RAMP DETAIL OPEN EXCAVATION NOTE: ROADWAY GREATER THAN 2 INCHES 6"APPROXIMATE LOCATION OF DRUMS DURING WORKING HOURS FILLET OF MATERIAL DENSE GRADED AGGREGATE BASE COURSE OR OTHER MATERIAL AS APPROVED BY THE R.E. ESCAPE RAMPS MUST BE CONSTRUCTED AND MAINTAINED DURING NON-WORKING HOURS WHERE A VERTICAL DROP GREATER THAN 2 INCHES EXISTS ADJACENT TO TRAVELED LANE. APPROXIMATE LOCATION OF DRUMS DURING NON-WORKING HOURS AS DIRECTED NCHRP-350 CRASHED TESTED AND FHWA APPROVED. THE FRAMING, RAILS, AND BALLAST FOR BREAKAWAY BARRICADE TO BE ATTACHED ACCORDING TO THE MANUFACTURER'S RECOMMENDATION. ENSURE THE 8" MIN. x 48", OR 12" MAX. x 48" BARRICADE RAILS TO BE ACCORDING TO THE MANUFACTURE'S RECOMMENDATION. IF NECESSARY, FABRICATE THE BALLAST AND PLACE 45° TYPE III BARRICADE - FRONT VIEW 5'-0" MIN. 45 DEGREES IN THE

", OR 12" MAX. x 48" BARRICADE RAILS TO BE ACCORDING TO THE MANUFACTURE'S RECOMMENDATION. IF NECESSARY, FABRICATE THE BALLAST AND PLACE 45° TYPE III BARRICADE - FRONT VIEW 5'-0" MIN. 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS. (WHITE) STRIPES 6" WIDE SLOPING DOWNWARD AT AN ANGLE OF SHEETING, ASTM D 4956 TYPE III. ALTERNATE ORANGE AND SILVER ENSURE ORANGE AND SILVER (WHITE) STRIPES TO BE RETROREFLECTIVE 4. 3. 2. 1. BREAKAWAY BARRICADES NOTES: 4'-0" 12" MAX. 8" MIN. TO 11" 11" 11" 1.7" 20.3" 2" 24" 3" 1.5"D 6.5" 1.5"D 5.5" 3" 1.5"D 1" 1.5"D 4" 1.5"D 1" 1.5"D 3" 18" BORDER R=1.5" TH=0.63" IN=0.38" 2" 20.3" 1.7" 24" 1.8" 1.5"D 3.2" 1.5"D 4" 1.75" 1.5"D 3.25" 1.5"D 0.75" 1.5"D 1.75" 12" BORDER R=1.5" TH=0.63" IN=0.38" 9.3" 30.8" 9.3" 36" 11.18" 6"D 4.5" 6"D 4.5" 6" 11.18" BORDER R=1.38" TH=0.75" IN=0.5" NONSTANDARD SIGN DETAILS R9-11R(MOD. A) R9-11L(MOD. B) SIGN 'A' 4.4 51.125 4.4 60 in 5 8D 4 8D 5 30 in BORDER R=1.875 in TH=0.75 in IN=0.625 in R11-2(MOD.) 60" x 30" DRUM DRUM WITH TYPE 'A' FLASHING LIGHT OVERSIZED VERTICAL PANEL OVERSIZED VERTICAL PANEL WITH TYPE 'A' FLASHING LIGHT CONE SIGN SIGN WITH TYPE 'B' FLASHING LIGHT FLASHING ARROW BOARD BARRIER VEHICLE WITH ARROW BOARD EXISTING TRAVEL LANE WORK ZONE TRAVEL LANE WORK AREA TYPE 'B' FLASHING LIGHT ON TEMPORARY SIGN WORK ZONE ALTERNATING TRAVEL LANE (FLAGGER) WORK ZONE TRAFFIC CONTROL LEGEND TYPE III BARRICADE TYPE III BARRICADE WITH SIGN FLAGGER

APPROXIMATE WORK ZONE LIMITS SURROUNDED BY HIGH-VISIBILITY CONSTRUCTION FENCE (TYP.) WORK AHEAD ROAD W20-1(F) 36" x 36" WORK AHEAD ROAD W20-1(F) 36" x 36" WORK AHEAD ROAD W20-1(F) 36" x 36" COVER OR REMOVE CONFLICTING PAVEMENT MARKINGS (TYP.) WORK AHEAD ROAD W20-1(F) 36" x 36" TEMPORARY 4" DOUBLE YELLOW LINE R9-11(MOD. B) 24" x 12" MAINTAIN MINIMUM 5' WIDE PEDESTRIAN WALKWAY R9-11R(MOD. A) 24" x 18" CONES WITH CONE TOPPERS @ MAXIMUM 10' O.C. TEMPORARY 24" WHITE STOP LINE (TYP.) TEMPORARY 24" WHITE STOP LINE (TYP.) MAINTAIN MINIMUM 10' LANE WIDTHS (TYP.) 1 INCH = 30 FEET ( IN FEET ) 30 0 15 30 60 120 GRAPHIC SCALE TRAFFIC CONTROL PLAN - STAGE 1 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-Stage1 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 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

ROJECT 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 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-Stage1 [STAGE1] 2 NOTES: 1.

ng 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-Stage1 [STAGE1] 2 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. 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)