BDC07D-01 Standard Details - New Jersey...changes to the scheduled hours for "temporary lane closures" shall be submitted to the tcd-1 1. 2. 3. 4. 5. 6. 7. 8. 9. 13. 10. 11. 12. general

DESCRIPTION DESCRIPTION

INDEX FOR STANDARD TRAFFIC CONTROL DETAILS

LEGEND AND GENERAL NOTES

TCD-22

TCD-21

TCD-20

TCD-19

TCD-18

TCD-15

TCD-14

TCD-13

TCD-12

TCD-11

TCD-9

TCD-8

TCD-7

TCD-6

TCD-5

TCD-4

TCD-3

TCD-1

TCD-2

TCD TCD

2 LANES, UNDIVIDED, LANE & SHOULDER CLOSING

2 LANES, UNDIVIDED, SHOULDER CLOSING

2 LANES, UNDIVIDED, LANE & SHOULDER CLOSING W/FLAGGING

2 LANES, UNDIVIDED, INTERSECTION

4 LANES, UNDIVIDED, RIGHT LANE & SHOULDER CLOSING


4 LANES, UNDIVIDED, LEFT LANE CLOSING


DIVIDED, EXIT RAMP CONSTRUCTION, LEFT

DIVIDED, EXIT RAMP CONSTRUCTION, RIGHT

DIVIDED, EXIT RAMP CONSTRUCTION, LEFT WITH DECELERATION LANE

DIVIDED, EXIT RAMP CONSTRUCTION, RIGHT WITH DECELERATION LANE

DIVIDED, ENTRANCE RAMP CONSTRUCTION, LEFT

DIVIDED, ENTRANCE RAMP CONSTRUCTION, RIGHT

DIVIDED, ENTRANCE RAMP CONSTRUCTION, LEFT WITH ACCELERATION LANE

DIVIDED, ENTRANCE RAMP CONSTRUCTION, RIGHT WITH ACCELERATION LANE

MULTI-LANE ROAD MOVING OPERATION

TCD-16

TCD-17

4 & 6 LANES, DIVIDED, RIGHT LANE & SHOULDER CLOSING

4 & 6 LANES, DIVIDED, SHOULDER CLOSING

4 & 6 LANES, DIVIDED, LEFT LANE CLOSING

6 LANES, DIVIDED, LEFT TWO LANES CLOSING

6 LANES, DIVIDED, RIGHT TWO LANES CLOSING

4 LANES, UNDIVIDED, 2 LANES & SHOULDER ONE DIRECTION CLOSING TCD-10

SIGHT DISTANCE

TAPER LENGTH

ESCAPE RAMP DETAIL

PLACEMENT OF PRECAST CONCRETE CONSTRUCTION BARRIER

6 LANES, DIVIDED, CENTER LANE CLOSURE


INITIATED BY LEFT LANE CLOSURE MAINTAIN 2 THROUGH LANES

INITIATED BY RIGHT LANE CLOSURE MAINTAIN 2 THROUGH LANES

CONSTRUCTION BARRIER, TYPE 4 JOINT CLASS & ALLOWABLE MOVEMENT

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99

146BD

C07D

-01-

OR

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TCD-1

1.

2.

3.

4.

5.

6.

7.

8.

9.

13.

10.

11.

12.

GENERAL NOTES:

NEW JERSEY DEPARTMENT OF TRANSPORTATION

TRAFFIC CONTROL DETAILS

NOTE TO DESIGNER:

REMOVE THIS NOTE AFTER DESIGN SPECIFIC

INFORMATION IS ADDED.

THIS SHEET REQUIRES DESIGN SPECIFIC INFORMATION

TO BE ADDED AND INCLUDED IN THE CONTRACT PLANS.

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 SHALL 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 SHALL BE BAGGED OR

COVERED.

CONSTRUCTION SIGN W99-2 (GIVE US A BRAKE) SHALL 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 SHALL BE LOCATED 100 FEET BEYOND EACH INTERSECTION OR

MAIN ACCESS POINT WITHIN THE AREA OF A LANE OR SHOULDER CLOSURE.

BITUMINOUS CONCRETE PLACED DURING THE VARIOUS CONSTRUCTION STAGES SHALL

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 PLACEMENT AND OR RELOCATION OF PRECAST CONCRETE CURB, CONSTRUCTION

BARRIER SHALL BE DONE DURING APPROVED OFF-PEAK HOURS WHEN TRAFFIC MAY BE

REDUCED TO ONE LANE IN EACH DIRECTION.

TRAFFIC FINES DOUBLED IN WORK AREA R(NJ)5-17(S) , 4 FEET BY 2.5 FEET SIGN SHALL

BE LOCATED 500 FEET AFTER THE FIRST ADVANCE WARNING SIGN, (W20 SERIES) AT

EACH WORK AREA LOCATED WITHIN URBAN AREAS. THIS SIGN SHALL ALSO BE USED

ON PROJECTS REQUIRING MOVING OPERATIONS IN WHICH CASE THE SIGN SHALL 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.

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CONSTRUCTION SIGNS R11-4 (ROAD CLOSED TO THRU TRAFFIC) SHALL BE PLACED

AT THE INTERSECTING STREETS WHICH ARE CLOSED TO TRAFFIC BECAUSE OF

CONSTRUCTION.

CONSTRUCTION SIGNS

CONE

BREAKAWAY BARRICADES

BREAKAWAY BARRICADES WITH SIGN

DRUMS

PRECAST CONCRETE CURB CONSTRUCTION BARRIER (TYPE SPECIFIED)

DIRECTION OF TRAFFIC FLOW

TEMPORARY CRASH CUSHION, INERTIAL BARRIER SYSTEM

WORK AREA

BUFFER ZONE

TRAFFIC CONTROL TRUCK WITH MOUNTED CRASH CUSHION AND

ARROW BOARD SHOWING CAUTION MODE

PAINT STRIPING TRUCK OR OTHER OPERATING VEHICLE

S

LEGEND

TEMPORARY CRASH CUSHION, (all other approved)

TRAFFIC CONTROL TRUCK WITH MOUNTED CRASH CUSHION AND

ARROW BOARD SHOWING ARROW PATTERN (Left, Right, Both)

ILLUMINATED FLASHING ARROW MOUNTED ON TOWING VEHICLE

SHOWING ARROW PATTERN (Left, Right, Both)

LEFT RIGHT BOTH

LEFT RIGHT BOTH

TRAILER MOUNTED MOUNTED ARROW BOARD SHOWING CAUTION MODE

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 SHALL MOVE WITH THE WORK AREAS TO

KEEP A 70 FEET MIN. AND 150 FEET MAX. BUFFER IN ADVANCE OF EACH WORK AREA.

100

TRAFFIC IMPACT NOTICES AND CHANGES

A. TERMS:

WHEN THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING SHALL BE AS FOLLOWS:

B. ADVANCE NOTICES

C. PROGRESS NOTICES

D. CHANGES TO THE SCHEDULED CLOSURES

i. IMPACTS TO NORMAL TRAFFIC FLOW - WORK THAT REQUIRES A PORTION OF THE PAVED

ROADWAY BEING BLOCKED OR CLOSED WITH SAFETY DEVICES OR VEHICLES, INCLUDING,

BUT NOT LIMITED TO, FULL OR PARTIAL LANE CLOSURES, FULL OR PARTIAL RAMP CLOSURES,

SHOULDER CLOSURES, MOVING OPERATIONS SUCH AS TRAFFIC STRIPING OR SWEEPING,

LANE SHIFTS, OR ALTERNATING TRAFFIC. THIS APPLIES EVEN WHEN DETOURS ARE PROVIDED.

ii. TEMPORARY LANE CLOSURES - WORK DESCRIBED UNDER "IMPACTS TO NORMAL TRAFFIC

FLOW" WHICH IS ROUTINELY SET UP AND REMOVED ON A DAILY BASIS.

iii. PERMANENT LANE CLOSURES - WORK DESCRIBED UNDER "IMPACTS TO NORMAL TRAFFIC

FLOW" WHICH REMAINS IN PLACE CONTINUOUSLY FOR 24 HOURS OR MORE.

146

ADVANCE WARNING SIGNS DISTANCES, AND TAPER LENGTHS MAY BE EXTENDED, AT

DIRECTION OF THE DEPARTMENT, 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 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.

ALL EXISTING ROAD SIGNS, PAVEMENT MARKINGS AND/OR PLOWABLE PAVEMENT

REFLECTORS WHICH CONFLICT WITH THE PROPOSED TRAFFIC CONTROL PLAN SHALL

BE COVERED, REMOVED OR RELOCATED AS DIRECTED BY THE RE.

MAINTENANCE AND PROTECTION OF TRAFFIC SHALL 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 SIGNS W8-9A (SYMBOL FOR UNEVEN PAVEMENT) AND W8-14A

(GROOVED PAVEMENT) SHALL BE USED WHEN SUCH PAVEMENT CONDITIONS EXIST.

THE PLACEMENT OF THESE SIGNS SHALL BE AS DIRECTED BY THE RE.

THE CONTRACTOR SHALL 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 SHALL BE SUBMITTED TO THE RE IN

ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

WHERE REQUIRED, THE CONTRACTOR SHALL MAKE PROVISIONS FOR MAINTAINING

PEDESTRIAN CROSSING LOCATIONS AND TYPE AS DIRECTED BY THE RE.

THE FINAL HMA SURFACE PAVEMENT SHALL NOT BE CONSTRUCTED UNTIL THE FINAL

STAGE OF THE PROJECT UNLESS OTHERWWISE 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.

THE REDUCED SPEED AHEAD SIGN, W3-5(S) (BLACK ON ORANGE) SHALL BE LOCATED

IN ADVANCE OF SPEED LIMIT R2-1 SIGNS WHICH REDUCE THE NORMAL POSTED

SPEED LIMIT THROUGH THE CONSTRUCTION ZONE.

CONES MAY BE SUBSTITUTED FOR DRUMS AND INSTALLED UPON THE APPROVAL OF THE RE.

THE SPEED LIMIT, R2-1 (BLACK ON WHITE) WITH ADDED WORK ZONE PLATE (BLACK

ON ORANGE) SIGNS SHALL BE LOCATED THROUGH WORK AREAS AS DIRECTED BY

THE TRAFFIC SIGNAL & SAFETY ENGINEERING REGIONAL TRAFFIC ENGINEER - WORK ZONE.

CONSTRUCTION ZONE SPEED LIMIT WILL BE DETERMINED BY THE TRAFFIC SIGNAL &

SAFETY ENGINEERING, REGIONAL TRAFFIC ENGINEER - WORK ZONE, AT THE TIME OF OR

DURING CONSTRUCTION, AS REQUESTED BY THE R.E..

FOR THE INITIAL START OF WORK THAT REQUIRES "IMPACTS TO NORMAL TRAFFIC FLOW", THE

CONTRACTOR SHALL NOTIFY THE RE IN WRITING, ON THE ADVANCE FORM TO-103 PROVIDED

BY THE DEPARTMENT, OF THE PROPOSED DATE. THE NOTICE SHALL BE SUBMITTED AT LEAST

TWENTY-EIGHT CALENDAR DAYS, BUT NOT MORE THAN SIXTY CALENDAR DAYS, BEFORE THE

PROPOSED DATE. START OF WORK THAT IMPACTS NORMAL TRAFFIC FLOW WILL NOT BE

PERMITTED PRIOR TO THE DATE STATED IN THE NOTICE. THE CONTRACTOR SHALL CONFIRM, IN

WRITING TO THE RE, THE PROPOSED DATE SEVEN (AND/OR FOURTEEN) CALENDAR DAYS BEFORE

STARTING THE ESTABLISHMENT OF THE TRAFFIC CONTROL MEASURES FOR THE TRAFFIC IMPACT.

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RE IF THE PROPOSED ESTABLISHMENT CAN

NOT BE COMPLETED ON THE PROPOSED DATE.

FOR A "PERMANENT LANE CLOSURE", THE CONTRACTOR SHALL NOTIFY THE RE IN WRITING, ON

ADVANCE FORM TO-103, OF THE PROPOSED DATE A NEW TRAFFIC PATTERN WILL BE ESTABLISHED.

THE NOTICE SHALL BE SUBMITTED AT LEAST TWENTY-EIGHT CALENDAR DAYS, BUT NOT MORE

THAN SIXTY CALENDAR DAYS, IN ADVANCE OF THE PROPOSED DATE. START OF A NEW TRAFFIC

PATTERN WILL NOT BE PERMITTED PRIOR TO THE DATE STATED IN THE NOTICE. THE CONTRACTOR

SHALL CONFIRM, IN WRITING TO THE RE, THE PROPOSED DATE OF THE NEW TRAFFIC PATTERN SEVEN

(AND/OR FOURTEEN) DAYS BEFORE STARTING TRAFFIC CONTROL MEASURES FOR THE ESTABLISHMENT

OF THE NEW PATTERN. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RE IF THE PROPOSED

ESTABLISHMENT CAN NOT BE COMPLETED ON THE PROPOSED DATE.

STARTING THE ESTABLISHMENT OF A NEW PERMANENT TRAFFIC PATTERN SHALL BEGIN NO EARLIER THAN

11:00 PM FRIDAY AND SHALL BE COMPLETED AND READY FOR OPERATIONS BY 6:00 PM THE FOLLOWING

SUNDAY. THE ESTABLISHMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE LANE CLOSURE HOURS

SPECIFIED IN THE CONTRACT.

ADVANCE NOTICES SENT PRIOR TO THE PRE-CONSTRUCTION MEETING SHALL BE ADDRESSED TO THE

CONTACT PERSON AS SPECIFIED IN SUBSECTION 101.04 OF THE SPECIAL PROVISIONS.

ALL "IMPACTS TO NORMAL TRAFFIC FLOW" SCHEDULED FOR THE SEVEN DAY PERIOD STARTING ON THE

FOLLOWING MONDAY SHALL BE SUBMITTED TO THE RE BY 9:00 AM OF EACH FRIDAY ON WEEKLY FORM

TO-101 PROVIDED BY THE DEPARTMENT.

EACH DAY OF "TEMPORARY LANE CLOSURES" SHALL BE SUBMITTED TO THE RE BY 9:00 AM THE DAY IN

ADVANCE OF THE START OF THOSE OPERATIONS ON DAILY FORM TO-102 PROVIDED BY THE DEPARTMENT.

"TEMPORARY LANE CLOSURES" FOR WEEKENDS SHALL BE SUBMITTED TO THE RE BY 9:00 AM ON THE

MMEDIATELY PRECEDING FRIDAY ON THE DAILY FORM TO-102 PROVIDED BY THE DEPARTMENT.

REQUEST FOR A CHANGE TO THE TRAFFIC CONTROL REQUIREMENTS IN THE CONTRACT DOCUMENTS SHALL

BE SUBMITTED IN WRITING TO THE RE AS FOLLOWS:

CHANGES TO THE SCHEDULED HOURS FOR "TEMPORARY LANE CLOSURES" SHALL BE SUBMITTED TO THE

R.E. AT LEAST EIGHT CALENDAR DAYS IN ADVANCE OF WHEN THE CHANGE IS PROPOSED TO START.

OTHER PROPOSED CHANGES TO "TEMPORARY LANE CLOSURES" AND ALL CHANGES TO "PERMANENT LANE

CLOSURES" SHALL BE SUBMITTED TO THE RE AS SPECIFIED IN THE SPECIFICATIONS.

BD

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TRAFFIC DIRECTOR, FLAGGER

ALL EXCAVATED AREAS WITHIN OR ADJACENT TO THE ROADWAY SHALL BE BACKFILLED

AND PLACED ON AT LEAST 6H : 1V SLOPE BEFORE THE END OF EACH WORK DAY. OTHER

EXCAVATED AREA WITHIN THE CLEAR ZONE SHALL BE BACKFILLED.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

BBD

C08D

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NO

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NO

. 14

TOP OF SUBGRADE

CONSTRUCTED

PAVEMENT

1

WORK AREA

N.T.S.

TRAFFIC LANE

CONSTRUCTED AREA

Existing Ground

6 MIN.

1

ESCAPE RAMP DETAIL

OPEN EXCAVATION

TCD-2

NOTE:

ROADWAY

TYPICAL SECTION

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.

TAPERS SHALL BE LOCATED TO MAXIMIZE THE VISIBILITY OF THEIR TOTAL LENGTH.

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.

5.

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.

GREATER THAN 2 INCHES

2’

6"

1’ 1’

4’ 11’ MIN.

4" (WHITE OR YELLOW) STRIPE

YELLOW LEFT & WHITE RIGHT

IN THE DIRECTION OF TRAFFIC

4" WHITE STRIPE

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

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

APPROXIMATE LOCATION OF DRUMS

DURING WORKING HOURS

ESCAPE RAMPS MUST BE CONSTRUCTED AND

MAINTAINED DURING NON-WORKING HOURS

WHERE A VERTICAL DROP GREATER THAN 2

INCHES EXISTS ADJACENT TO TRAVELED LANE.

2’ MIN.

PRECAST CONCRETE CURB

CONSTRUCTION BARRIER

(WHERE SHOWN ON PLANS)

10.5:1

20.5:1

MINIMUM

TAPER LENGTH

L - FOR LANE

WIDTHS

10’ 11’ 12’

RURAL AND URBAN ROAD DESIGNATIONS SHALL BE AS DEFINED IN THE NJDOT

STATE HIGHWAY STRAIGHT LINE DIAGRAMS.

JOINT

CLASS

A

B

C

JOINT

CLASSSTAGE LOCATION

CONSTRUCTION

BARRIER TYPE 4

NOTES:


1.

2.

PLACEMENT OF PRECAST CONCRETE

CONSTRUCTION BARRIER

NOTE TO DESIGNER:

REMOVE THIS NOTE AFTER DESIGN SPECIFIC

INFORMATION IS ADDED.

THIS SHEET REQUIRES DESIGN SPECIFIC INFORMATION

TO BE ADDED AND INCLUDED IN THE CONTRACT PLANS.

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APPROXIMATE LOCATION OF

DRUMS DURING NON-WORKING

HOURS AS DIRECTED

CLEAR

AREA

20 INCHES

16 INCHES

11 INCHES

CONSTRUCTION BARRIER, TYPE 4

JOINT CLASS AND CLEAR AREA

RTE. STA. TO

STA.

þÿ�

CLEAR

AREA

TRAFFIC

AREA

101

146

FILLET OF MATERIAL DENSE GRADED

AGGREGATE BASE COURSE OR OTHER

MATERIAL AS APPROVED BY THE R.E.

BD

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CHANGES TO THE PROPOSED JOINT CLASS AT ANY

LOCATION MUST BE APPROVED BY THE DEPT.

NO ROADWAY DROP OFFS, OBSTRUCTIONS, STORAGE

OF MATERIALS OR WORK WILL BE PERMITTED IN THE CLEAR

AREA UNLESS APPROVED BY THE R.E.

TCD-3

G20-2A

D

G20-2A

B

SSS

S S S S

D D D D D

D D D D

DD

DDD

D

D

DD

DD

DD

DD

DD

D

D D D D

DD

DD

DD

DD

DD

D

D

D

D

DDDDDDD

D

D

D

D

D D D DDDD

*

*

*

G20-2A

Shoulder

Lane

Lane

Shoulder

D

D

D

D

D

DDDDDDDD

D

D

D

D

S S

SS

VARIES BUFFER

L/6L/6 L/6

L/2

S S

L/3 L/2

BUFFER VARIES

SS

S

100’

SS

Shoulder

Lane

Lane

Shoulder

S

L/6L/6L/6

L/3

L/6L/6 L/6

L/2

B

B

W20-1D

W20-1D

W20-1A

W20-1A W20-10G

W5-1 (S)

W20-1A

W20-1D

W20-1D

L/2

L/2

W20-1A

W20-1D

W20-1D

END

ROAD WORK

W1-4aR(S)

W1-4aL(S)

1500’

W5-1 (S)

48" x 48" 48" x 48"

48" x 24"

500’750’750’

48" x 48" 48" x 48" 48" x 48"

48" x 48" 48" x 48"

48" x 48"48" x 48"

500’

48" x 48"

500’500’

W1-6, 48" x 24" (3)

48" x 24"

500’

W1-6, 48" x 24" (3)W1-6, 48" x 24" (3)

500’500’500’

48" x 48" 48" x 48" 48" x 48"

48" x 48" 48" x 48"

48" x 24"

500’




G20-2A

48" x 24"

500’

NOTE:

SEE RECOMMENDED TAPER LENGTH

AND SPACING TABLE ON SHEET

TCD-2 FOR VALUES OF L, B AND D.

Shoulder

Lane

Lane

Shoulder Shoulder

Lane

Lane

Shoulder

2 LANES, UNDIVIDED, LANE & SHOULDER CLOSING

D

D

B

N.T.S.

ROAD

WORK

1 MILE

ROAD

WORK

1500 FT

ROAD

NARROWS

ROAD

WORK

1 MILE

ROAD

WORK

1500 FT

ROAD

NARROWS

ROAD

WORK

1500 FT

ROAD

WORK

1500 FT

SHOULDER

CLOSED

750 FT

ROAD

WORK

þÿ��M

ROAD

WORK

þÿ��M

ROAD

WORK

þÿ��M

ROAD

WORK

þÿ��M

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END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

100’

MIN.

WORK

AREA

100’

MIN.

100’

MIN.

WORK

AREA

1140’ 2640’

2640’ 11140’

1140’

1140’

102

146BD

C07D

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THIS SIGN SHALL BE INSTALLED

FOR ROADS WITH A SPEED LIMIT

OF 45 M.P.H. OR GREATER UNLESS

OTHERWISE DIRECTED BY THE RE.

D

G20-2A

Lane

Lane

Shoulder

Shoulder

BUFFER

S S S S S S

S S S S S

FM

D

D

D

D

DDDDDDD D

FM

*

*

*

Shoulder

S

250’ 250’200’

Lane

Lane

Shoulder

S

100’

VARIES

DD D D D D D D

B

B

W20-1DW20-1AW20-4B

300’

S

D

D

300’

W20-1A W20-4BW20-1D

W20-1D

250’

D

D

D

D

D

D

D D D D D D

TCD-4

W20-7a

W20-7b

W20-7a

W20-7b

48" x 24"

500’

48" x 48"

48" x 48"

48" x 48"

500’ 500’

48" x 48" 48" x 48" 48" x 48"

48" x 24"

500’

48" x 48"

500’

250’

500’500’

48" x 48"48" x 48"48" x 48"

48" x 48"

48" x 48"

24" x 18"

2 LANES, UNDIVIDED, LANE & SHOULDER CLOSING W/FLAGGING



NOTE:

SUPPLEMENTARY PLATE

SUPPLEMENTARY PLATE

24" x 18"




N.T.S.

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ROAD

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1500 FT

ONE LANE

ROAD

1000 FT

BE

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TO STOP

BE

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TO STOP

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ROAD

1000 FT

ROAD

WORK

1500 FT

ROAD

WORK

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1 MILE

500

FEET

END

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END

ROAD WORK

500

FEET

100’

MAX.

100’

MIN.

WORK

AREA2640’

G20-2A

1140’

2640’

W20-1D

1140’

103

146





BD

C07D

-01-

OR

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SH

EE

T

B

D

D

B

G2

0-2

A

Lane

Lane

Lane

Lane

Lane

Lane

Lane

Lane

G20-2A

SS

S

D

D

D

D

D

D

D

DD

DD

DD

DD

DD

D

DD D D D D

D D D D D D D D

S

S S S S

S S S

DDDDDDD

DD

DDDDDDD

DD D

D DD

D DD D

D D D D

DD

D

DD

DD

DD

DD

DD

D

SS

S

S

*

L/2

L/6 L/6 L/6 L/6 L/6 L/6

L/2

S

L/6 L/6 L/6

L/2 BUFFER

S

S

G20-2A

L/6

L/6

L/6

L/6

L/2

L/2

L/6

L/6

L/6

L/6

L/6

D

D

D

D

D

L/2

B

B

D

B

B

S

W5-1

(S

)

W2

0-1

A

W20-1

D

W5-1 (S)

S

W20-1D W20-1DW20-1A

S

W5-1

(S

)

W2

0-1

A

W2

0-1

D

W5-1 (S)

W20-1D

W20-1D

W20-1A

S

*

TCD-5

G2

0-2

A

W1-4aR (S)

W1-4aL (S)

W1

-4aR

(S)

W1-4

aL

(S)

48" x 48"48" x 48"

500’500’500’

48" x 48"

48" x 48"

W1-6, 48" x 24" (3)

500’

48" x 24"

48

" x

48

" 48

" x

48

"

48" x

48"

50

0’

50

0’

50

0’

48

" x

48

"

W1

-6

, 4

8" x

24

" (

3)

50

0’

48

" x

24

"

W1

-6

, 4

8" x

24

" (

3)

W1-6, 48" x 24" (3)

100’

10

0’

500’ 500’ 500’

48" x 48"

48" x 48"

48" x 48"

48" x 48"48" x 48"

W1-6, 48" x 24" (3)

100’

10

0’

10

0’

48" x 24"

500’

48

" x

48

"

48" x

48"

48" x

48"

48

" x

48

"

W1

-6

, 4

8" x

24

" (

3)

500’

50

0’

50

0’

50

0’

48

" x

24

"

11’ MIN.

11’ MIN.

11’

MIN

.

11

’ M

IN.

11’

MIN

.

11’

MIN

.

11’ MIN.

2 LANES, UNDIVIDED, INTERSECTIONNEW JERSEY DEPARTMENT OF TRANSPORTATION


*

NOTE:




N.T.S.

ROAD

WORK

1 MILE

ROAD

WORK

1500 FT

RO

AD

WO

RK

15

00

FT

ROAD

WORK

1 MILE

ROAD

WORK

1500 FT

RO

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WO

RK

15

00

FT

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RR

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S

RO

AD

NA

RR

OW

S

ROAD

NARROWS

ROAD

NARROWS

END

ROAD WORK

END

ROAD WORK

EN

D

RO

AD

WO

RK

EN

D

RO

AD

WO

RK

1140’ 2640’

48" x 48"

11

40

’

2640’ 1140’

1140’

104

146





BD

C07D

-01-

OR

IGIN

AL

SH

EE

T

TCD-6

B

D

D

B

G2

0-2

A

G2

0-2

A

Lane

Lane

Lane

Lane

Lane

Lane

Lane

Lane

G20-2A

G20-2A

D

S

SS

D

D

D

D

D

D

DD

DD

DD

DD

DD

S S S

S

DDDDDDDD

D

D

DDDDDDDDD

D

D

D

DDDDDD

D D D

S S S

S

DD

D

D

DD

DD

DD

DD

DD

SS

S

*

S

S

S

S

100’

100’

*

L/6 L/6 L/6

L/2

L/6L/6 L/6

L/2 BUFFER

100’

D D D D D D D D D D

L/6

L/6

L/6

L/2

L/6

L/6

L/6

L/2

L/6

L/6

L/6

D

L/2 B

B

D

B

D

D

W5-1

(S

)

S

W2

0-1

AW20-1

D

S

W5-1 (S)

W20-1DW20-1DW20-1A

S

W5-1 (S)W20-1D W20-1D W20-1A

S

W5-1

(S

)

W2

0-1

A

W1-4

aL

(S)

W1-4aR(S)

W1

-4aR

(S)

W1-4aR(S)

48" x 24"

500’

48" x 48" 48" x 48" 48" x 48" 48" x 48"

500’ 500’

48" x 48"

500’

W1-6, 48" x 24" (3)

11’ MIN.

W1

-6

, 4

8" x

24

" (

3)

50

0’

50

0’

50

0’

48

" x

48

"

48

" x

48

"

48

" x

48

"

50

0’

48

" x

24

"

11

’ M

IN.

11’

MIN

.

W1-6, 48" x 24" (3) 48" x 48"

500’ 500’ 500’

48" x 48" 48" x 48" 48" x 48"

48" x 48"

48

" x

24

"

50

0’

50

0’

50

0’

W1

-6

, 4

8" x

24

" (

3)

500’

48" x 24"

50

0’

11’ MIN.

11’ MIN.

11’ MIN.

11’

MIN

.




NOTE:

*

W1

-6

, 4

8" x

24

" (

3)

48" x

48"

48

" x

48

"48" x

48"

48

" x

48

"

48" x

48"

W2

0-1

D




N.T.S.

RO

AD

WO

RK

15

00

FT

RO

AD

NA

RR

OW

S

ROAD

WORK

1500 FT

ROAD

WORK

1 MILE

RO

AD

WO

RK

15

00

FT

ROAD

WORK

1 MILE

ROAD

WORK

1500 FT

ROAD

WORK

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ROAD

NARROWS

ROAD

NARROWS

RO

AD

NA

RR

OW

S

END

ROAD WORK

END

ROAD WORK

EN

D

RO

AD

WO

RK

EN

D

RO

AD

WO

RK

100’

MIN.

2640’ 1140’

11

40

’

1140’ 2640’

1140’

105

146





BD

C07D

-01-O

RIG

INA

L S

HE

ET

B

D

B

G20-2

A

G2

0-2

A

Lane

Lane

Lane

Lane

Lane

Lane

Lane

Lane

G20-2A

G20-2A

D

S

SS

S S S

S

DDDDD

D

S S S

S

DD

D

D

DD

DD

DD

DD

DD

SS

S

*

S

S

S

S

10

0’

100’

*

L/6 L/6 L/6

L/2

100’

D D

D

D

DD

DD

DD

DD

DD D D D

DD

D

D

D

D D D D

D

D

D

D

D

DD

DD

DD

D

D

D

DD

D

L/2 L/2 VARIES

D D D D D D D D D D D D D D D D

D D D D D D D D

L/6

L/6

L/6

L/6

L/2

L/6

L/6

L/2

L/6

L/6

L/6

L/2

L/6 L/6 L/6 L/6 L/6 L/6

B

BB

B

D

S

W5-1

(S

)

W2

0-1

D

S

W20-1D W20-1DW20-1A

W5-1

(S

)

S

W2

0-1

D

W2

0-1

A

S

W5-1 (S)

W20-1D W20-1D W20-1A

W2

0-1

ATCD-7

W1-4aR(S)

W1

-4aR

(S)

W1-4

aL

(S)

W1-4aL(S)

48" x

48"

500’

48" x

24"

50

0’

W1

-6

, 4

8" x

24

" (

3)

500’

500’

48

" x

48

"

48

" x

48

"

48" x

48"

48

" x

48

"

48

" x

48

" 48

" x

48

"48" x

48"

50

0’

500’

500’

48

" x

24

"

500’

W1

-6

, 4

8" x

24

" (

3)

W1

-6

, 4

8" x

24

" (

3)

500’

48" x 24"

48" x 48" 48" x 48"

48" x 48"

W5-1 (S)

48" x 48"

500’500’500’

W1-6, 48" x 24" (3)

500’

48" x 24"

W1-6, 48" x 24" (3)48" x 48" 48" x 48" 48" x 48"

500’ 500’ 500’

48" x 48"

48" x 48"




NOTE:

11’ MIN.

11’ MIN.

11’ MIN.

11’ MIN.

W1-6, 48" x 24" (3)

11

’ M

IN.

11

’ M

IN.

11’

MIN

.




N.T.S.

ROAD

WORK

1 MILE

ROAD

WORK

1500 FT

RO

AD

WO

RK

15

00

FT

ROAD

WORK

1500 FT

ROAD

WORK

1 MILE

*

RO

AD

WO

RK

15

00

FT

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RK

EN

D

RO

AD

WO

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END

ROAD WORK

END

ROAD WORK

ROAD

NARROWS

RO

AD

NA

RR

OW

S

RO

AD

NA

RR

OW

S

WORK

AREA

1140’

48" x 48"

2640’

11

40

’

1140’2640’

11

40

’

106

146





BD

C07D

-01-O

RIG

INA

L S

HE

ET

G20-2A

G20-2A

D

D

D

DD

D

D

D

DDDDDDDD

D

S S

S S S

D

G20-2A

G20-2A

Lane

Lane

Shoulder

Shoulder

Lane

Lane

B

S S S S S

S

S

S

D

D

D

D

DDDDDDD

D

D

D

D

VARIESBUFFER

L/3

Lane

Lane

Shoulder

Shoulder

Lane

Lane

*

Lane

S S

L/3

BUFFER VARIES

*

Lane

Lane

Lane

Shoulder

Shoulder

L/3L/3L/3

L

B

B

W20-1D W20-1D W20-1A

W20-1A

W20-1A

W20-5BW20-5AW20-1D W20-1D

W20-10C

TCD-8

W4-2 (S)

500’

1500’

1500’

48" x 48"

500’

48" x 24"

48" x 24"

500’100’

48" x 48" 48" x 48" 48" x 48" 48" x 48"

48" x 24"

500’

48" x 48"

48" x 24"

500’100’

W1-6, 48" x 24" (3)

500’500’500’

48" x 48" 48" x 48" 48" x 48" 48" x 48" 48" x 48"


4 LANES, UNDIVIDED, RIGHT LANE & SHOULDER CLOSING



Lane

Lane

Shoulder

Shoulder

Lane

Lane

*

NOTE:




N.T.S.

ROAD

WORK

1 MILE

RIGHT LANE

CLOSED

1500 FT

RIGHT LANE

CLOSED

1000 FT

ROAD

WORK

1500 FT

ROAD

WORK

1 MILE

ROAD

WORK

1500 FT

SHOULDER

CLOSED

500 FT

ROAD

WORK

1500 FT

ROAD

WORK

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END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

100’

MIN.

WORK

AREA

100’

MIN.

WORK

AREA

2640’ 1140’

2640’ 1140’ 1000’

107

146





BD

C07D

-01-O

RIG

INA

L S

HE

ET

G20-2A

G20-2A

Lane

Lane

Shoulder

D

Lane

Lane

Shoulder

B

S

S S S S S

S S S S S

DDDDDDD D D D D D D D D D

D

D

DDDDDDDDDDDDDDDD

D

D

W4-2 (S)

Shoulder

Lane

Lane

Lane

Lane

Shoulder

BUFFER

D D D D D

*

S

DDDD

W4-2 (S)

BUFFER VARIES

*

L/3L/3L/3

L

L

L/3L/3L/3

DB

W20-5B W20-5A W20-1D W20-1D

W20-1D W20-1D W20-5A W20-5B

TCD-9

48" x 48"

500’

48" x 48" 48" x 48" 48" x 48" 48" x 48"

W1-6, 48" x 24" (3)

48" x 24"

500’ 100’

500’ 500’

100’ MIN.

W1-6, 48" x 24" (3)

48" x 48" 48" x 48" 48" x 48"

500’ 500’500’

500’100’

48" x 24"

48" x 48"

4 LANES, UNDIVIDED, LEFT LANE CLOSING



NOTE:

*




N.T.S.

ROAD

WORK

1 MILE

ROAD

WORK

* MILE

LEFT LANE

CLOSED

1500 FT

LEFT LANE

CLOSED

1000 FT

ROAD

WORK

1 MILE

LEFT LANE

CLOSED

1500 FT

LEFT LANE

CLOSED

1000 FT

ROAD

WORK

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END

ROAD WORK

END

ROAD WORK

100’

MIN.

WORK

AREA

1140’

48" x 48"

2640’

2640’ 1140’

108

146





BD

C07D

-01-

OR

IGIN

AL

SH

EE

T

G20-2A

Lane

Lane

Shoulder

Shoulder

Lane

Lane B

S S S S S

S

DDDDDDD

D

D

D

D

Lane

Lane

Shoulder

Shoulder

Lane

Lane

B

L/4L/4

B

SSSSS

L

L/3 L/3 L/3

W4-2 (S) W20-1D W20-1DW20-5AW20-5B

MA

TC

H L

IN

E "

A"

MA

TC

H L

IN

E "

A"

Shoulder

Shoulder

Lane

Lane

Lane

Lane

S

D D

W1-4L

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

D D D D D D

L/2

BUFFER

D

D

D D D D D D D D D

L/2

48" x 24"

48" x 48"

W1-6, 48" x 24" (3)

48" x 48"48" x 48"48" x 48"48" x 48"

500’ 500’ 500’

48" x 48"

100’



*

48" x 48"

500’ 500’

W20-1D

48" x 48"

W20-5A

48" x 48"

W20-5B

48" x 48"

W20-1D W4-2 (S)

48" x 48"

500’ L/3

L/3 L/3 L/3

L

W1-6, 48" x 24" (3)

BUFFER VARIES

W1-6, 48" x 24" (3)

WORK

AREA

W1-6, 48" x 24" (3)

L/2

L/6 L/6 L/6

*

G20-2A

48" x 24"

MIN.

NOTE:

*




D

D

D

D

D

D

D

TCD-10

4 LANES, UNDIVIDED, 2 LANES & SHOULDER ONE DIRECTION CLOSING

N.T.S.

ROAD

WORK

1 MILE

RIGHT LANE

CLOSED

1500 FT

RIGHT LANE

CLOSED

1000 FT

ROAD

WORK

1 MILE

LEFT LANE

CLOSED

1500 FT

LEFT LANE

CLOSED

1000 FT

ROAD

WORK

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END

ROAD WORK

END

ROAD WORK

100’

MIN.2640’ 1140’

2640’1140’

109

146





BD

C07D

-01-

OR

IGIN

AL

SH

EE

T

B

G2

0-2

A

G2

0-2

A

Lane

Lane

Lane

Lane

G20-2A

G20-2A

B

DD

D

D

D

SS

SS

S

S

Lane

Lane

D

S S S S

S

S

SS SS SS

Lane

Lane

*

W4

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(S

)

Lane

Lane

Lane

Lane

Lane

Lane

Lane

Lane

S

W4-2 (S)

BUFFER

*

*

D

D

D

D D D D D D D D

D

D

D

D

D

L/3

L/3

L/3

L

L/3L/3 L/3

L

W2

0-1

A

W20-1C W20-1A W20-1DW20-1D

W20-5B

W20-5AW20-1DW20-1D

W20-5

B

W20-5A

W2

0-1

D

W2

0-1

D

TCD-11

15

00

’

48" x 24"

500’

48

" x

48

"4

8" x

48

"4

8" x

48

"

48

" x

48

"48" x

48"

W1

-6

, 4

8" x

24

" (

3)

50

0’

50

0’

50

0’

10

0’

48" x

24"

500’

10

0’

500’ 500’ 500’

48" x 48" 48" x 48" 48" x 48"

48" x 48"

48" x 48"

W1-6, 48" x 24" (3)

48

" x

48

"

48" x 24"

500’

48" x 48" 48" x 48" 48" x 48"48" x 48"

500’ 1000’

50

0’

48

" x

24

"




NOTE:

*




N.T.S.

ROAD

WORK

1 MILE

RIGHT LANE

CLOSED

1500 FT

RIGHT LANE

CLOSED

1000 FT

RO

AD

WO

RK

15

00

FT

ROAD

WORK

1 MILE

ROAD

WORK

1500 FT

ROAD

WORK

500 FT

RO

AD

WO

RK

1 M

ILE

RIG

HT

LA

NE

CL

OS

ED

15

00

FT

RIG

HT

LA

NE

CL

OS

ED

10

00

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END

ROAD WORK

END

ROAD WORK

EN

D

RO

AD

WO

RK

EN

D

RO

AD

WO

RK

100’

MIN.

1140’ 2640’

1140’

26

40

’

2640’ 1140’

110

146





BD

C07D

-01-

OR

IGIN

AL

SH

EE

T

TCD-12

B

D

B

G2

0-2

A

G2

0-2

A

Lane

Lane

Lane

Lane

Lane

G20-2A

G20-2A

B

SS

SS

S

S

Lane

D

SS

SS

S

DD

DD

DD

D

S

S

Lane

Lane

DD

DD

DD

DD

D

D D D

D

D

D

D

DD

DD

DD

DD

D

D

D

D

S

D

D

D

D

D

D

D D D D D D

D

D

D

D

D

D D D D

D D D D D D

B

B

SS SSS

DDDDDDD

DDDD

W4-2 (S)

BU

FF

ER

DD

DD

Lane

Lane

L/2

L/6L/6L/6

SS S S

Lane

Lane

Lane

Lane

Lane

Lane

D D D D D D D D D

S

DDD

*

W4

-2

(S

)

W4-2 (S)

L/6L/6L/6

L/2

W4

-2

(S

)

D

D

D

D

D

D

L/3

L/3

L/3

L

L/3L/3L/3

L

L/3

L/3

L/3

L

L

L/3 L/3L/3

D

D

D

B

W20-5

B

W20-5

A

W2

0-1

D

W2

0-1

D

L/4 L/4

W20-5B

W20-5A

W20-1D W20-1D

W20-5B

W20-5A

W20-1

D

W20-1

D

D

D

D

D

D D

W20-5AW20-1DW20-1D

L/2

W20-5B

W1-4aL (S)

500’

100’

48" x 48"4

8" x

48

"

48

" x

48

"4

8" x

48

"

50

0’

50

0’48" x 48"

W1

-6

, 4

8" x

24

" (

3)

48" x 24"

500’

48" x 48" 48" x 48" 48" x 48"48" x 48"

500’500’ 500’

W1-6, 48" x 24" (3)

W1-6, 48" x 24" (3)

100’

48

" x

24

"

500’

48

" x

24

"

50

0’

10

0’

W1-6, 48" x 24" (3)

48" x 48"

W1-6, 48" x 24" (3)

48" x 48"

48" x 48"

48" x 48"

48" x 48"

500’ 500’ 500’

48" x 48"

10

0’

W1

-6

, 4

8" x

24

" (

3)

48

" x

48

"

50

0’

50

0’

50

0’

48" x 48"48" x 48" 48

" x

48

" 48" x 48"500’

48" x 24"

48" x 48"




NOTE:

*1

00

’

MIN

.

11’ MIN.

11’ MIN.

11’ MIN.

11’

MIN

.

11’

MIN

.1

1’

MIN

.




N.T.S.

ROAD

WORK

1 MILE

LEFT LANE

CLOSED

1500 FT

LEFT LANE

CLOSED

1000 FT

RO

AD

WO

RK

1 M

ILE

LE

FT

LA

NE

CL

OS

ED

15

00

FT

LE

FT

LA

NE

CL

OS

ED

10

00

FT

ROAD

WORK

1 MILE

RIGHT LANE

CLOSED

1500 FT

RIGHT LANE

CLOSED

1000 FT

RO

AD

WO

RK

1 M

ILE

LE

FT

LA

NE

CL

OS

ED

15

00

FT

LE

FT

LA

NE

CL

OS

ED

10

00

FT

*

*

*

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END

ROAD WORK

END

ROAD WORK

EN

D

RO

AD

WO

RK

EN

D

RO

AD

WO

RK

1140’

26

40

’

1140’ 2640’

1140’

26

40

’

1140’2640’

111

146





BD

C07D

-01-

OR

IGIN

AL

SH

EE

T

B

G2

0-2

A

G2

0-2

A

Lane

Lane

G20-2A

G20-2A

SS

S S

Lane

Lane

D

SS

SS

DD

D

DD

D

S

S

D DD

D

D

S

S

D

D

D

D

D

D

D D D D D D

D

D

D

D

D

D D D D

D D D D D D

B

B

S S

SSS

DDDDDDD

DDD

D

D

D

D

D

D

D

D

D

D

D

D

D

DD

D

D

D

D

D

D

D

D

D

D

D

D

D D D

Lane

Lane

Lane

Lane

Lane

Lane

Lane

Lane

SS

D

D

D

D

SS

W4-2 (S)

L/6 L/6L/6

L/2

Lane

Lane

Lane

Lane S

W4

-2

(S

)

D D D D D

S S

W4-2 (S)

L/6 L/6 L/6

L/2

D

D

D

D

D

D

DDDDDD

W4

-2

(S

)

L

L

L

L

L/3

L/3

L/3

L/3L/3L/3

L/3

L/3

L/3

L/3 L/3 L/3

D

B

D

B

D

B

B

W20-5

B

W20-5A

W2

0-1

D

W2

0-1

D

L/4 L/4

W20-5B

W20-5A W20-1DW20-1D

W20-5B

W20-5A

W2

0-1

D

W2

0-1

D

W20-5B

W20-5AW20-1DW20-1D

L/2

W1-4aL (S)

48" x 24"

500’

48

" x

48

"

48" x

48"48

" x

48

"

48" x

48"

48

" x

48

"

W1

-6

, 4

8" x

24

" (

3)

50

0’

50

0’

50

0’

48

" x

24

"

100’

50

0’

W1-6, 48" x 24" (3)

48" x 48"

W1-6, 48" x 24" (3)

48" x 48"

48" x 48"

100’ 500’ 500’ 500’

48" x 48" 48" x 48" 48" x 48"

500’

48" x 24"

50

0’

50

0’

50

0’

10

0’

W1

-6

, 4

8" x

24

" (

3)

48

" x

48

"4

8" x

48

"

48

" x

48

"4

8" x

48

"4

8" x

48

"

500’

48

" x

24

"

W1-6, 48" x 24" (3) W1-6, 48" x 24" (3)

500’ 100’

48" x 48"

48" x 48" 48" x 48" 48" x 48"

48" x 48"

500’ 500’

TCD-13




NOTE:

11’ MIN.11’ MIN.

11’ MIN.

11

’ M

IN.

11’

MIN

.11’

MIN

.




N.T.S.

*

ROAD

WORK

1 MILE

LEFT LANE

CLOSED

1500 FT

LEFT LANE

CLOSED

1000 FT

RO

AD

WO

RK

1 M

ILE

LE

FT

LA

NE

CL

OS

ED

15

00

FT

LE

FT

LA

NE

CL

OS

ED

10

00

FT

ROAD

WORK

1 MILE

RIGHT LANE

CLOSED

1000 FT

RIGHT LANE

CLOSED

1500 FT

RO

AD

WO

RK

1 M

ILE

LE

FT

LA

NE

CL

OS

ED

15

00

FT

LE

FT

LA

NE

CL

OS

ED

10

00

FT

*

*

*

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END

ROAD WORK

END

ROAD WORK

EN

D

RO

AD

WO

RK

EN

D

RO

AD

WO

RK

BU

FF

ER

10

0’

MIN

.

26

40

’1140’

1140’ 2640’

11

40

’2

64

0’

1140’2640’

112

146





*

BD

C07D

-01-

OR

IGIN

AL

SH

EE

T

D

G20-2A

G20-2A

Lane

Lane

Shoulder

Shoulder

Lane

Lane B

S S S S S S

D

D

D

D

DDDDDDD

D

D

D

D

VARIESBUFFER

L/3

Lane

Lane

Shoulder

Shoulder

Lane

Lane

*

MedianMedian S S S S S S

W4-2 (S)

L

L/3L/3L/3

B

W4-2 (S)

W20-1D W20-1D

W20-1DW20-1D

W20-5A

W20-5A

W20-5B

W20-5B

NOTES:

G20-2A

Shoulder

Lane

Lane

Shoulder

G20-2A

Lane

Lane

D

D

D

DD

D

D

D

DDDDDDDD

D

S S S

*

Lane

S S

L/3

BUFFER VARIES

*

Lane

Lane

Lane

Shoulder

Shoulder

Median MedianS S S

S

S S

B

W20-1D W20-1D

W20-1DW20-1D

W20-1A

W20-1A

W20-10C

W20-10C

TCD-14

100’

48" x 48" 48" x 48" 48" x 48" 48" x 48" 48" x 24"

500’ 100’ 500’

48" x 24"48" x 48" 48" x 48" 48" x 48" 48" x 48"

48" x 48" 48" x 48" 48" x 48" 48" x 48" 48" x 48"48" x 24"

48" x 24"

500’

W1-6, 48" x 24" (3)

48" x 48" 48" x 48" 48" x 48" 48" x 48" 48" x 48"

500’ 500’ 500’

4 & 6 LANES, DIVIDED, SHOULDER CLOSING

4 & 6 LANES, DIVIDED, RIGHT LANE & SHOULDER CLOSING



*

1.

2.

*

100’

MIN.

N.T.S.

ROAD

WORK

1 MILE

ROAD

WORK

1500 FT

SHOULDER

CLOSED

500 FT

ROAD

WORK

1 MILE

ROAD

WORK

1500 FT

SHOULDER

CLOSED

500 FT

ROAD

WORK

1 MILE

RIGHT LANE

CLOSED

1500 FT

RIGHT LANE

CLOSED

1000 FT

ROAD

WORK

1 MILE

RIGHT LANE

CLOSED

1500 FT

RIGHT LANE

CLOSED

1000 FT

ROAD

WORK

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ID=

date=

pen

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scale=

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SEE RECOMMENDED TAPER LENGTH AND

SPACING TABLE ON SHEET TCD-2 FOR

VALUES OF L, B AND D.

IF MEDIAN IS NARROWER THAN WIDTH OF

SIGN PLUS 2 FEET, OMIT MEDIAN SIGNING.

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

WORK

AREA

100’

MIN.

WORK

AREA2640’ 1140’

2640’ 1140’

1000’

113

146

THIS SIGN SHALL BE INSTALLED FOR ROADS WITH

A SPEED LIMIT OF 45 M.P.H. OR GREATER UNLESS


FOR ROADS WITH A SPEED LIMIT GREATER THAN

55 M.P.H., A "ROAD WORK 2 MILES" SIGN SHALL

ALSO BE INSTALLED 2 MILES IN ADVANCE OF

LANE CLOSING UNLESS OTHERWISE DIRECTED BY

THE RE.

BD

C07D

-01-

OR

IGIN

AL

SH

EE

T

D

G20-2A

G20-2A

Lane

Lane

Shoulder

Shoulder

Lane

LaneB

S S S S S S

VARIESBUFFER

Lane

Lane

Shoulder

Shoulder

Lane

Lane

*

*


W4-2 (S)

D D D D D D D

D

D

D

L/3L/3L/3

L

W4-2 (S)

W20-1D W20-1D

W20-1DW20-1D

W20-5A

W20-5A

W20-5B

W20-5B

TCD-15

100’

48" x 48" 48" x 48" 48" x 48" 48" x 48" 48" x 48" 48" x 24"

500’ 500’ 500’

48" x 48" 48" x 48" 48" x 48" 48" x 48" 48" x 48"

500’

48" x 24"

W1-6, 48" x 24" (3)



*

1.

2.

NOTES:

3.

4 & 6 LANES, DIVIDED, LEFT LANE CLOSING

N.T.S.

ROAD

WORK

1 MILE

LEFT LANE

CLOSED

1500 FT

LEFT LANE

CLOSED

1000 FT

ROAD

WORK

1 MILE

LEFT LANE

CLOSED

1500 FT

LEFT LANE

CLOSED

1000 FT

ROAD

WORK

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WORK

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IF WORK INTERFERS WITH OPPOSING TRAFFIC,

CLOSE OPPOSITE LEFT LANE USING SAME

CONFIGUATION.

IF MEDIAN IS NARROWER THAN WIDTH OF

SIGN PLUS 2 FEET, OMIT MEDIAN SIGNING.

TPX

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scale

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END

ROAD WORK

END

ROAD WORK

100’

MIN.

WORK

AREA2640’ 1140’

114

146

THIS SIGN SHALL BE INSTALLED FOR ROADS WITH

A SPEED LIMIT OF 45 M.P.H. OR GREATER UNLESS

OTHERWISE DIRECTED BY THE RE. FOR ROADS

WITH A SPEED LIMIT GREATER THAN 55 M.P.H., A

"ROAD WORK 2 MILES" SIGN SHALL ALSO BE

INSTALLED 2 MILES IN ADVANCE OF LANE CLOSING

UNLESS OTHERWISE DIRECTED BY THE RE.

BD

C07D

-01-

OR

IGIN

AL

SH

EE

T

*

D

G20-2A

G20-2A

Lane

Lane

Shoulder

Shoulder

Lane

Lane

B

S S S S S S

100’

VARIESBUFFER

Lane

Lane

Shoulder

Shoulder

Lane

Lane

*


W4-2 (S)

Lane

Lane

Lane

Lane

LL

2LW4-2 (S)

W4-2 (S)

S

D D D D D D D

D

D

D

D

DD D D D D D

L/3

D

D

D

W4-2 (S)

S

S

L/3 L/3 L/3 L/3 L/3 L/3

L L

B

B

D

W20-1D

W20-1D

W20-1D

W20-1D

W20-5D (M)

W20-5A

W20-5A W20-5B

W20-5B

W20-4F (M)

W20-4F (M)

*

D

G20-2A

G20-2A

Lane

Lane

Shoulder

Shoulder

Lane

Lane B

S S S S S S

100’

VARIESBUFFER

Lane

Lane

Shoulder

Shoulder

Lane

Lane

*


Lane

Lane

Lane

Lane

S

LL

2LW4-2 (S)

W4-2 (S)

D D D D D D

S

D

D

D

DDDDDD

W4-2 (S)

S

S

L/3L/3L/3L/3L/3 L/3

LL

B

W20-1D

W20-1D

W20-1D

W20-1D

W20-5D (M)

W20-5D (M)

W20-5A

W20-5A W20-5B

W20-5B W20-4F (M)

1200’

S

W20-5D (M)

SS

S

6 LANES, DIVIDED, LEFT TWO LANES CLOSING

6 LANES, DIVIDED, RIGHT TWO LANES CLOSING

W4-2 (S)

500’

W1-6, 48" x 24" (3)

48" x 48"

W1-6, 48" x 24" (3)

48" x 48"

W20-4F (M)

48" x 48"

48" x 48"48" x 48"

48" x 48" 48" x 48" 48" x 48" 48" x 48" 48" x 48"

48" x 24"

48" x 24"

500’ 500’ 500’

48" x 48" 48" x 48" 48" x 48"

48" x 48"

48" x 48" 48" x 48"

48" x 48"

48" x 48"

48" x 48"

48" x 48" 48" x 48" 48" x 48" 48" x 48" 48" x 48"

48" x 24"

48" x 48"

48" x 48" 48" x 48" 48" x 48"

500’ 500’ 500’

48" x 48" 48" x 48"

W1-6, 48" x 24" (3) W1-6, 48" x 24" (3)

48" x 48"

48" x 48"48" x 24"

500’



1200’

*

NOTES:

1.

2.

TCD-16

N.T.S.

ROAD

WORK

1 MILE

LEFT LANE

CLOSED

1500 FT

LEFT LANE

CLOSED

1000 FT

SINGLE

LANE

AHEAD

ROAD

WORK

1 MILE

LEFT LANE

CLOSED

1500 FT

LEFT LANE

CLOSED

1000 FT

SINGLE

LANE

AHEAD

SINGLE

LANE

AHEAD

ROAD

WORK

1 MILE

RIGHT LANE

CLOSED

1500 FT

RIGHT LANE

CLOSED

1000 FT

SINGLE

LANE

AHEAD

ROAD

WORK

1 MILE

RIGHT LANE

CLOSED

1500 FT

RIGHT LANE

CLOSED

1000 FT

ROAD

WORK

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TWO LANES

CLOSED

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LEFT

TWO LANES

CLOSED

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ROAD

WORK

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TWO LANES

CLOSED

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RIGHT

TWO LANES

CLOSED

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ID=

date=

pen

tab

le=

scale=

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SEE RECOMMENDED TAPER

LENGTH AND SPACING TABLE

ON SHEET TCD-2 FOR


IF MEDIAN IS NARROWER THAN

WIDTH OF SIGN PLUS 2 FEET,

OMIT MEDIAN SIGNING.

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

100’

MIN.

WORK

AREA

100’

MIN.

WORK

AREA

2640’ 1140’

2640’ 1140’

115

146




OTHERWISE DIRECTED BY THE

RE. FOR ROADS WITH A SPEED

LIMIT GREATER THAN 55 M.P.H.,

A "ROAD WORK 2 MILES" SIGN

SHALL ALSO BE INSTALLED 2

MILES IN ADVANCE OF LANE

CLOSING UNLESS OTHERWISE

DIRECTED BY THE RE.

BD

C07D

-01-

OR

IGIN

AL

SH

EE

T

*

D

G20-2A

Lane

Lane

Shoulder

Shoulder

Lane

Lane

B

S S S S S S

100’

VARIESBUFFER

Lane

Lane

Shoulder

Shoulder

Lane

Lane

*


W4-2 (S)

Lane

Lane

Lane

Lane

2LW4-2 (S)

S

D D D D D

D

D

DD

D

D

D D D D D

L/3

D

D

D

L/3 L/3 L/3

L L

B

B

D

W20-1D

W20-1D

W20-1DW20-1D W20-5A

W20-5A W20-5B

W20-5B

*

D

G20-2A

G20-2A

Lane

Lane

Shoulder

Shoulder

Lane

Lane

B

S S S S S S

100’

VARIESBUFFER

Lane

Lane

Shoulder

Shoulder

Lane

Lane


W4-2 (S)

Lane

Lane

Lane

Lane

2LW4-2 (S)

D D D D D D

S

D

DD

D

DDDDD

L/3L/3 L/3

LL

B

W20-1D

W20-1D

W20-1D

W20-1D

W20-5D (M)

W20-5A

W20-5A W20-5B

W20-5B

DD

DD

D DD

DD

D

D D D D D DD

DD

DD

DD

DD

DD

D

D D D D D D DD

D

B

B

D D D D D D D D D D D

500’

D D D D D D D D D D D D

500’ G20-2A

D

DDDDD

DDDDDD

S

L/2 L/2

W12-1

L/2 L/2

S

W12-1

S

SE

E N

OT

E 3

S

SE

E N

OT

E 3

W9-3a

S S

1200’

SE

E N

OT

E 3

SE

E N

OT

E 3

W9-3a

S

1200’

SE

E N

OT

E 3

S

SE

E N

OT

E 3

W9-3a

S

1200’

SE

E N

OT

E 3

S

SE

E N

OT

E 3

W9-3a

48" x 48"48" x 24"

16’ MIN.

500’

48" x 24"

48" x 48"

48" x 48"

W1-6, 48" x 24" (3)

500’500’500’

48" x 48" 48" x 48" 48" x 48" 48" x 48" 48" x 48"

500’

500’

48" x 48"

48" x 48"

48" x 48"

48" x 48" 48" x 48" 48" x 48"

500’

48" x 48"

48" x 48"

48" x 48" 48" x 48" 48" x 48"

48" x 48" 48" x 48" 48" x 48" 48" x 48" 48" x 48"

500’ 500’ 500’

500’

W1-6, 48" x 24" (3)

48" x 48"

48" x 48"

16’ MIN.

48" x 48"

48" x 24"

500’

48" x 24"

1200’




INITIATED BY LEFT LANE CLOSURE

MAINTAIN 2 THROUGH LANES


INITIATED BY RIGHT LANE CLOSURE

MAINTAIN 2 THROUGH LANES

TCD-17

*

NOTES: 1.

2.

3.

N.T.S.

ROAD

WORK

1 MILE

LEFT LANE

CLOSED

1500 FT

LEFT LANE

CLOSED

1000 FT

ROAD

WORK

1 MILELEFT LANE

CLOSED

1500 FT

LEFT LANE

CLOSED

1000 FT

ROAD

WORK

1 MILE

RIGHT LANE

CLOSED

1500 FT

RIGHT LANE

CLOSED

1000 FT

ROAD

WORK

1 MILE

RIGHT LANE

CLOSED

1500 FT

RIGHT LANE

CLOSED

1000 FT

*

ROAD

WORK

þÿ��M

ROAD

WORK

þÿ��M

ROAD

WORK

þÿ��M

ROAD

WORK

þÿ��M

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IF MEDIAN IS NARROWER THAN WIDTH OF SIGN PLUS 2 FEET, OMIT MEDIAN SIGNING.

SEE RECOMMENDED TAPER LENGTH AND SPACING TABLE ON SHEET TCD-2 FOR


IF AN INTERCHANGE IS LOCATED EITHER WITHIN THE LIMITS OF THE CLOSURE OR WITHIN

1 MILE OF THE END OF THE CLOSURE, TEMPORARY GUIDE SIGN W(NJ) 100-1(L), "ALL EXITING

TRAFFIC KEEP RIGHT (LEFT)" MUST BE PLACED ON BOTH SIDES OF THE ROADWAY AS

FOLLOWS: 1200 FEET BEFORE SIGN W20-1D AND 500 FEET BEFORE SIGN W20-5A.

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

100’

MIN.

WORK

AREA

100’

MIN.

WORK

AREA

(USE ONLY WHEN WORKERS NOT PRESENT)

(USE ONLY WHEN WORKERS NOT PRESENT)

2640’ 1140’

2640’ 1140’

116

146

THIS SIGN SHALL BE INSTALLED FOR ROADS WITH A SPEED LIMIT OF 45 M.P.H. OR GREATER

UNLESS OTHERWISE DIRECTED BY THE RE. FOR ROADS WITH A SPEED LIMIT GREATER THAN

55 M.P.H., A "ROAD WORK 2 MILES" SIGN SHALL ALSO BE INSTALLED 2 MILES IN ADVANCE OF

LANE CLOSING UNLESS OTHERWISE DIRECTED BY THE RE.

BD

C07D

-01-

OR

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AL

SH

EE

T

Shoulder

Lane

Lane

DDDDDDDDDDDDD

Median or Lane

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

Lane

Shoulder

Lane

Median or Lane

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D D D D

D D

D

L

Lane

Lane

DDDDDDDDDDDDD

Median or Lane

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

Lane

Shoulder

Lane

D

D

D

D

D

D

D

D

D

D

D

Median or Lane

D D

E5-1

WHITE ON GREEN

NOTE:

NOTE:

L

EXIT

TCD-18

50’

100’ MIN.

100’ MIN.

500’

60" x 48"

30’

30’

500’

30’

50’

30’

60" x 48"

W50-1C





SIGN MUST BE LIGHT

STOCK (0.024")

NOTE:60" x 48"

W50-1C

E5-1

WHITE ON GREEN

EXIT

60" x 48"

Shoulder

IF MORE THAN ONE LANE IS

OPEN, AN EXIT SIGN MUST

BE PLACED ON BOTH SIDES.

IF MORE THAN ONE LANE IS

OPEN, AN EXIT SIGN MUST

BE PLACED ON BOTH SIDES.

NOTE:

SIGN MUST BE LIGHT

STOCK (0.024")

NOTE:

11’ MIN.

11’ MIN.

11’ MIN.

11’ MIN.

12’ MIN.

12’ MIN.




N.T.S.

EXIT

500 FT

EXIT

500 FT

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117

146BD

C07D

-01-

OR

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SH

EE

T

Shoulder

Lane

Lane

Median or Lane

Lane

Shoulder

Lane

D

D

D

D

D

D

Median or Lane

D

DDD

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

D

D

RA

MP

DD D D D D D D D

D

DD

D

D

D

D

DD

D

D D D D D D

D

D

D

D

D

D

D

D

D

D

B

WHITE ON GREEN

W50-1C

E5-1

EXIT

Shoulder

Lane

Lane

DDDDDD

D

D

D

D

DD

Median or Lane

D

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

Lane

Shoulder

Lane

Median or Lane

D

D

D

D

D

D

D

D

D

D

D

D

DDDDDD D D D

D

D

RA

MP

D

D

D

D

D

EXIT

TCD-19

100’ MIN.

100’ MIN.

MATCH EXISTING DECELERATION LANE LENGTH

MATCH EXISTING DECELERATION LANE LENGTH

D

D

D

D

D

D

D

D

D

30’

500’

60" x 48"

60" x 48"

500’



W50-1C

60" x 48"

WHITE ON GREEN

E5-1

60" x 48"NOTE:

NOTE:

IF MORE THAN ONE LANE IS OPEN, AN EXIT

SIGN MUST BE PLACED ON BOTH SIDES.

SIGN MUST BE LIGHT STOCK (0.024")

IF MORE THAN ONE LANE IS OPEN, AN EXIT

SIGN MUST BE PLACED ON BOTH SIDES.

SIGN MUST BE LIGHT STOCK (0.024")


WITH DECELERATION LANE

NOTE:

11’ MIN.

11’ MIN.

12’ MIN.

12’ MIN.

11’ MIN.




N.T.S.


WITH DECELERATION LANE

EXIT

500 FT

EXIT

500 FT

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NOTE:

NOTE:

118

146BD

C07D

-01-

OR

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SH

EE

T

Shoulder

Lane

Lane

D D D D D D D D D D D D D

Median or Lane

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

Lane

Shoulder

Lane

Median or Lane

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

DDDD

DD

D

D

D

D

D

D

D

D

D

D

S

S

R1-1

RA

MP

D

200’

VARIES

AS REQUIRED

L/2

L/6

L/6

L/6

200’

30’

R1-2

*

W4-1 (S)

W3-2

a (S)

W3-1

a (S)

*

W20-1

F

W20-1

F

Shoulder

Lane

Lane

Median or Lane

Lane

Shoulder

Lane

D

D

D

D

D

D

D

Median or Lane

D

D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

SD

D

D

D

D

D

D

D

DD

D

S

S

RA

MP

D

D

D

D

D

D

D

D

D

D

DD

D

DD

DD

DD

DD

DD

D

DD

DD

DD

W4-1 (S)200’

R1-1

R1-2

L/2

200’L/6

L/6L/6

*

VARIES AS REQUIRED30’30’

W3-1a (S)

W3-2a (S)

*

W20-1

F

TCD-20

200’ MIN

.

D

DD

D

D

D

D

D

W1-6, 48" x 24" (3)

48"

x 4

8"

48" x 48"

48" x 48"

48" x 48"

36" x 36"

36" x 36" x 36"

48" x 48"

48" x 4

8"

48"

x 4

8"

W1-6

, 48"

x 24"

(3)

48" x 4

8"

200’

48" x 4

8"

36" x 36"

36" x 36" x 36"

30’





STOP SIGN OR YIELD SIGN TO

BE DETERMINED BY REGIONAL

TRAFFIC ENGINEER. SIGNS MUST

BE LIGHT STOCK (0.024")

NOTE:

*11’ M

IN.

11’ MIN.

N.T.S.

RO

AD

WO

RK

AH

EA

D

RO

AD

WO

RK

AH

EA

D

RO

AD

WO

RK

AH

EA

D

PROVIDE AN ACCELERATION LANE

WHERE POSSIBLE. SEE TCD-21.




1.

2.

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RO

AD

WO

RK

AH

EA

D

W20-1

F

48"

x 4

8"

119

146BD

C07D

-01-

OR

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SH

EE

T

YIELD

YIELD

STOP

STOP

Shoulder

Lane

Median or Lane

Lane

Shoulder

Lane

D

D

D

D

D

D

Median or Lane

Shoulder

Lane

Lane

D D D D

D D

Median or Lane

D

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

Shoulder

Lane

Median or Lane

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D D D D D DDDD

D

D

D D D D

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

D

D

D

D

D

D

D

D

DD

D

D

S

S

RA

MP

D

D

D

D

D

D

D

D

D

D

S

S

RA

MP

W4-1 (S)

D DDDDDDDD

W4-1 (S)

R1-2

L/3 L/3 L/3

D

DDD

DD

DD

DD

DD

DD D D

DD

DD

DD

DD

DD

DD

DD

L/6

L/6

L/6

L/2

VARIES AS REQUIRED

L/6

L/6

L/6

L/2

R1-2

L/3 L/3 L/3

B

B

B

W20-1F

W20-1

F

W20-1

F

W20-1

F

TCD-21

200’ MIN

.

MATCH EXISTING ACCELERATION LANE LENGTH.

MATCH EXISTING ACCELERATION LANE LENGTH

D

L

L

48" x 48"

48"

x 4

8"

48" x 48"200’

W1-6, 48" x 24" (3)

36" x 36" x 36"

48" x 48"200’

48" x 4

8"

W1-6

, 48"

x 24"

(3)

200’

48"

x 4

8"

30’

W1-6, 48" x 24" (3)

200’

200’ MIN

.




WITH ACCELERATION LANE


WITH ACCELERATION LANE

Lane

Lane

NOTE:

36" x 36" x 36"

11’ MIN.

11’ MIN.




N.T.S.

ROAD

WORK

AHEAD

ROA

D

WO

RK

AH

EAD

ROA

D

WO

RK

AH

EAD

ROA

D

WO

RK

AH

EAD

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W1-6, 48" x 24" (3)

120

146BD

C07D

-01-

OR

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AL

SH

EE

T

YIELD

YIELD

TCD-22

Lane

Lane

Shoulder

Shoulder

Lane

Lane

Shoulder

Shoulder

Lane Lane

PAINT STRIPING TRUCK

OR OTHER OPERATING

VEHICLE

CONE RETRIEVAL TRUCK

OR OTHER OPERATING

VEHICLE

NOTE:

WL # L L L L L

LEGEND

25 M.P.H. 30 M.P.H. 35 M.P.H. 40 M.P.H. 45 M.P.H. 50 M.P.H.

L

55 M.P.H.

# # # # # #

10

10 2

2

2

3

3

3

4

4

5

215

2

3

30

3

3

4

5

5

6

220

3

3

4

5

30

4

6

7

7

345

4

5

6

50 3

4

5

6

7

9

14

15

16

25

35

45

55

65

45

65

85

55

45

60

75

90

80

270

295

320

450

495

540

550

500

600

300

90

2

3

3

4

5

5

8

9

9

7

8

13

14

15

55 3

4

5

7

8

9

15

16

18

605

550

660

330

275

220

165

110100

150

200

250

135

180

225

270160

135

110

245

225

205

125

105

180

165

150

125

115

105

1

2

3

4

5

6

11

12



LENGTH OF TAPER CHART FOR MOVING OPERATIONS

"L" IS THE LENGTH OF TAPER

SHADOW VEHICLE SHALL MAINTAIN A

DISTANCE OF 70 FEET MINIMUM TO

A MAXIMUM OF 150 FEET BEHIND THE

OPERATING VEHICLE.MULTI-LANE ROAD MOVING OPERATION

N.T.S.

"#" IS NUMBER OF CONES IN TAPER AT 40’ SPACING

"W" IS THE WIDTH OF LANE CLOSURE IN FEET

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SHADOW

VEHICLE

SHADOW

VEHICLE

121

146BD

C07D

-01-

OR

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Documents

BDC07D-01 Standard Details - New Jersey...changes to the scheduled hours for "temporary lane closures" shall be submitted to the tcd-1 1. 2. 3. 4. 5. 6. 7. 8. 9. 13. 10. 11. 12. general