CTDOT_FORM_819_Traffic_Control_Plans_(2026-10-08).pdf

MAINTENANCE AND PROTECTION OF TRAFFIC

TECHNICAL SPECIFICATIONS

MAINTENANCE AND PROTECTION OF TRAFFIC

FORM 819 TABLE 9.71-1 – MINIMUM LANE TAPER LENGTH

POSTED SPEED

LIMIT

(MPH)

MINIMUM TAPER LENGTH

FOR A SINGLE LANE CLOSURE

(FEET)

30 MPH OR LESS 165

35 225 40 295 45 495 50 550 55 605 65 715

CTDOT FORM 819 SPECIAL PROVISIONS

The following are revisions to the relevant CONSTRUCTION TRAFFIC CONTROL PLAN sheets under Section 9.71 of Form 819 for use when Work is required on Town-owned (municipal) roadways.

The following DOT coded signs are anticipated to be used during the project. Where applicable, “STATE” shall be revised to “TOWN” and “COMMISSIONER OF TRANSPORTATION” shall be revised to “DIRECTOR OF PUBLIC WORKS”:

80-1613 30” x 24” 16-M (Construction Ahead – Road Use Restricted) 80-1619 48” x 30” 16-S (Construction Ahead – Sidewalk Use Restricted)

80-9701R 48” x 18” Detour (right arrow) 80-9701L 48” x 18” Detour (left arrow)

80-9611 36” x 18” “End Road Work” 80-9612 48” x 24” “End Road Work”

80-9602 30” Road Work Ahead (W20-1) 31-1906 48” x 42” “Road Work Ahead Fines Doubled” 31-1907 60” x 54” “Road Work Ahead Fines Doubled”

Series 16 signs shall be post-mounted at the beginning and end of the project area as applicable.

See specific Construction Traffic Control Plans for information on taper lengths and cone spacing.

NOTES

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

NOTES FOR TEMPORARY TRAFFIC CONTROL PLANS

7.

6. THE SHOULDER TAPER IS OPTIONAL IF THE SHOULDER WIDTH IS LESS THAN 8'.

THE PAVEMENT SURFACE TO THE BOTTOM OF THE SIGN.

5. SIGN #80-9705 (EXIT SIGN, TEMPORARY) SHALL BE MOUNTED A MINIMUM OF 7 FEET FROM

SIGNS IN THE PATTERN.

4. LOCATION OF SPEED FEEDBACK UNIT(S) TO VARY TO AVOID INTERFERING WITH OTHER

INSTALLED.

TEMPORARY PAVEMENT MARKINGS THAT DELINEATE THE PROPER TRAVEL PATHS SHALL BE

EXISTING CONFLICTING PAVEMENT MARKINGS SHALL BE ERADICATED OR COVERED AND

3. IF THIS PLAN REMAINS IN CONTINUOUS OPERATION FOR MORE THAN 48 HOURS, THEN ANY

2. SEE TABLE 9.71-1 FOR ADJUSTMENT OF LANE TAPERS IF NECESSARY.

ZONE THAN THE WORK ZONE THAT IS ENCOMPASSED ON THIS PLAN.

THESE SIGNS HAVE ALREADY BEEN INSTALLED TO DESIGNATE A LARGER WORK

(ROAD WORK AHEAD), AND #80-9611/80-9612 (END ROAD WORK) SHALL BE OMITTED WHEN

1. SIGNS #31-1907/#31-1906 (ROAD WORK AHEAD FINES DOUBLED), #80-9603/#80-9604

SEE TABLE 9.71-4 FOR SHOULDER TAPER LENGTHS WHEN SHOULDERS ARE 12' OR WIDER.

TABLE 9.71-4: WIDE SHOULDER TAPER LENGTHS

WIDTH

SHOULDER

20'

18'

16'

15'

14'

13'

12'

SHOULDER CLOSURE

LENGTH FOR

MINIMUM TAPER

400'

360'

320'

280'

280'

240'

240'

WIDTH

SHOULDER

20'

18'

16'

15'

14'

13'

12'

SHOULDER CLOSURE

LENGTH FOR

MINIMUM TAPER

440'

400'

360'

360'

320'

320'

280'

SPEED LIMIT 55 MPH OR LESS SPEED LIMIT 65 MPH

9.71 July 2025

SERIES 16 SIGNS

CONSTRUCTION TRAFFIC CONTROL PLAN

SERIES 16 SIGNS

80-1613

80-1608

80-1605

30" x 24"

60" x 42"

84" x 60"

W H

SIGN 16-M SHALL BE USED ON OTHER TOWN ROADWAYS.

TOWN/CITY ROADWAYS.

SIGN 16-H SHALL BE USED ON ALL RAMPS, OTHER STATE ROADWAYS AND MAJOR

SIGN 16-E SHALL BE USED ON ALL FREEWAYS AND EXPRESSWAYS.

SIGNS 16-E AND 16-H SHALL BE POST-MOUNTED.

LIMITS.

EXIT RAMP AND ON ANY ENTRANCE RAMPS PRIOR TO OR WITHIN THE WORK ZONE

HIGHWAYS, THESE SIGNS SHOULD BE LOCATED IN ADVANCE OF THE NEAREST UPSTREAM

INTERSECTING ROADWAYS THAT APPROACH THE WORK ZONE. ON LIMITED ACCESS

AVOID A WORK ZONE. SERIES 16 SIGNS SHOULD BE INSTALLED ON MAJOR

SERIES 16 SIGNS SHOULD BE LOCATED TO ALLOW MOTORISTS THE OPPORTUNITY TO

SERIES 16 SIGNS SHALL BE INSTALLED IN ADVANCE OF THE TRAFFIC CONTROL PATTERNS.

OR RESTRICT PEDESTRIAN TRAVEL ON AN EXISTING SIDEWALK.

SIGN 16-S SHALL BE USED ON ALL PROJECTS THAT REQUIRE SIDEWALK RECONSTRUCTION

16-M

16-H

16-E 80-1619 48" x 30"

W H

16-S

W

H

W

H

SIGNS

ROAD WORK AHEAD

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

REGULATORY SIGN "ROAD WORK AHEAD FINES DOUBLED"

THE SERIES 16 SIGN AND IN ADVANCE OF THE "ROAD WORK AHEAD" SIGN.

THE "ROAD WORK AHEAD FINES DOUBLED" REGULATORY SIGN SHALL BE PLACED AFTER

CONNECTICUT WHERE THERE ARE WORKERS PRESENT ON THE HIGHWAY.

ALL WORK ZONES THAT OCCUR ON ANY STATE HIGHWAY AND MUNICIPAL ROAD IN

THE REGULATORY SIGN "ROAD WORK AHEAD FINES DOUBLED" SHALL IN INSTALLED FOR

CONNECTICUT GENERAL STATUTE SECTION 14-212A.

ROAD WORK AHEAD FINES DOUBLED SIGNS ARE REQUIRED AS DESCRIBED IN

31-1907

31-1906

60" x 54"

48" x 42"

W H

"END ROAD WORK" SIGN

THE LAST SIGN IN THE PATTERN SHALL BE THE "END ROAD WORK" SIGN.

SECTION 14-212A.

END ROAD WORK SIGNS ARE REQUIRED AS DESCRIBED IN CONNECTICUT GENERAL STATUTE

80-9612

80-9611

48" x 24"

36" x 18"

W H

135 SQ. FT (MIN.)

SIGN FACE

PLAN 1

WORK IN RIGHT LANE - MULTILANE HIGHWAY

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SEE NOTES 1, 2, 3, 4, 6, 7SPEED FEEDBACK DISPLAY UNIT

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL TRAFFIC DRUM PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

ARROW BOARD

AREA

WARNING

ADVANCE

AREA

TRANSITION

AREA

ACTIVITY

AREA

TERMINATION

AREA

BUFFER

AREA

WORK

TAPER

SHOULDER

DRUMS @ 40' SPACING

INSTALL 20 TRAFFIC

800'

DRUMS/CONES @ 80' SPACING

650' FOR 65 MPH SPEED LIMIT

500' FOR 55 MPH SPEED LIMIT

@ 80' SPACING

DRUMS/CONES

INSTALL TRAFFIC

500'

1000'

1300'

1300'

1500'

DRUMS @ 40' SPACING

SEE NOTE 6 FOR SHOULDER WIDTH É12'

240' FOR SHOULDER WIDTH <12'

31-1907

80-9604

80-9848

80-9917

80-9612

PLAN 2

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WORK IN RIGHT TWO LANES - MULTILANE HIGHWAY

167 SQ. FT (MIN.)

SIGN FACE

SEE NOTES 1, 2, 3, 4, 6, 7

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL TRAFFIC DRUM PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

AREA

WARNING

ADVANCE

AREA

TRANSITION

AREA

ACTIVITY

AREA

TERMINATION

AREA

BUFFER

AREA

WORK

TAPER

SHOULDER

DRUMS @ 40' SPACING

INSTALL 20 TRAFFIC

800'

DRUMS @ 80' SPACING

INSTALL 20 TRAFFIC

1600'

DRUMS @ 40' SPACING

INSTALL 20 TRAFFIC

800'

DRUMS/CONES @ 80' SPACING

650' FOR 65 MPH SPEED LIMIT

500' FOR 55 MPH SPEED LIMIT

@ 80' SPACING

DRUMS/CONES

INSTALL TRAFFIC

500'

DRUMS @ 40' SPACING

SEE NOTE 11 FOR SHOULDER WIDTH É12'

240' FOR SHOULDER WIDTH <12'

1000'

1300'

1300'

1500'

80-9612

80-9917

80-9917

80-9838

SPEED FEEDBACK DISPLAY UNITARROW BOARD

CONSTRUCTION TRAFFIC CONTROL PLAN

135 SQ. FT (MIN.)

SIGN FACE

PLAN 3

WORK IN LEFT LANE - MULTILANE HIGHWAY

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SEE NOTES 1, 2, 3, 4, 6, 7

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL TRAFFIC DRUM PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

80-9612

AREA

WARNING

ADVANCE

AREA

TRANSITION

AREA

ACTIVITY

AREA

TERMINATION

AREA

BUFFER

AREA

WORK

TAPER

SHOULDER

DRUMS @ 40' SPACING

INSTALL 20 TRAFFIC

800'

DRUMS/CONES @ 80' SPACING

650' FOR 65 MPH SPEED LIMIT

500' FOR 55 MPH SPEED LIMIT

@ 80' SPACING

DRUMS/CONES

INSTALL TRAFFIC

500'

DRUMS @ 40' SPACING

SEE NOTE 11 FOR SHOULDER WIDTH É12'

240' FOR SHOULDER WIDTH <12'

1300'

1300'

1500'

1000'

80-9847

80-9918

SPEED FEEDBACK DISPLAY UNITARROW BOARD

PLAN 4

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167 SQ. FT (MIN.)

SIGN FACEWORK IN LEFT TWO LANES - MULTILANE HIGHWAY

SEE NOTES 1, 2, 3, 4, 6, 7

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL TRAFFIC DRUM PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

80-9837

80-9918

80-9918

SPEED FEEDBACK DISPLAY UNITARROW BOARD

AREA

WARNING

ADVANCE

AREA

TRANSITION

AREA

ACTIVITY

AREA

TERMINATION

AREA

BUFFER

AREA

WORK

TAPER

SHOULDER

DRUMS @ 40' SPACING

INSTALL 20 TRAFFIC

800'

DRUMS @ 80' SPACING

INSTALL 20 TRAFFIC

1600'

DRUMS @ 40' SPACING

INSTALL 20 TRAFFIC

800'

DRUMS/CONES @ 80' SPACING

650' FOR 65 MPH SPEED LIMIT

500' FOR 55 MPH SPEED LIMIT

@ 80' SPACING

DRUMS/CONES

INSTALL TRAFFIC

500'

DRUMS @ 40' SPACING

SEE NOTE 11 FOR SHOULDER WIDTH É12'

240' FOR SHOULDER WIDTH <12'

1000'

1300'

1300'

1500'

PLAN 5

WORK IN RIGHT SHOULDER - MULTILANE HIGHWAY

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MOVING OPERATION

STATIONARY OPERATION

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SEE NOTES 1, 3, 4, 6, 7

STATIONARY: 103 SQ. FT (MIN)

MOVING: 87 SQ. FT (MIN.)

SIGN FACE

A

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80-9612

80-9828

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL TRAFFIC DRUM PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

AREA

WARNING

ADVANCE

AREA

ACTIVITY

AREA

TERMINATION

BUFFER

AREA

WORK

500'

@ 80' SPACING

DRUMS/CONES

INSTALL TRAFFIC

200'

DRUMS @ 40' SPACING

SHOULDER WIDTH É12'

SEE NOTE 11 FOR

240' FOR SHOULDER WIDTH <12'

750'

750'

500'

500'

TAPER

SHOULDER

80-9832

80-9828

SPEED FEEDBACK DISPLAY UNIT

MILE

MAX

PLAN 6

WORK IN LEFT SHOULDER - MULTILANE HIGHWAY

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MOVING OPERATION

STATIONARY OPERATION

A

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SEE NOTES 1, 3, 4, 6, 7

STATIONARY: 103 SQ. FT (MIN)

MOVING: 87 SQ. FT (MIN.)

SIGN FACE

A

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O

W

80-9612

80-9829

OPTIONAL TRAFFIC DRUM PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

AREA

WARNING

ADVANCE

AREA

ACTIVITY

BUFFER

AREA

WORK

500'

@ 80' SPACING

DRUMS/CONES

INSTALL TRAFFIC

200'

DRUMS @ 40' SPACING

SHOULDER WIDTH É12'

SEE NOTE 11 FOR

240' FOR SHOULDER WIDTH <12'

750'

750'

500'

500'

TAPER

SHOULDER

80-9833

80-9829

SPEED FEEDBACK DISPLAY UNIT

MILE

MAX

PLAN 7

WORK IN RAMP GORE AREA

103 SQ. FT (MIN.)

SIGN FACE

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AREA

WORK

N

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SEE NOTES 1, 3, 4, 5

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLANTRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL TRAFFIC DRUM PORTABLE SIGN SUPPORT

AREA

WARNING

ADVANCE

AREA

ACTIVITY

AREA

TERMINATION

1300'

1000'

500'

80-9705

TYP.

40'

SPEED FEEDBACK DISPLAY UNIT

PLAN 8

MAINLINE LANE CLOSURE - MULTILANE HIGHWAY

TYPICAL RAMP TREATMENTS FOR

SQ. FT VARIES

SIGN FACE

ON-RAMP TREATMENT

IN ADVANCE OF THIS PLAN.

CLOSE THE RIGHT LANE

CONTROL PLAN NO. 1 TO

1. USE TEMPORARY TRAFFIC

PLAN-SPECIFIC NOTES:

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O N R

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P

OFF-RAMP TREATMENT

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A M

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SEE NOTES 1, 3, 5

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL TRAFFIC DRUM PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

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500'

320' MIN

SECTION

ACCELERATION

DRUMS @ 40' SPACING

INSTALL TRAFFIC

350'

DRUMS/CONES @ 80' SPACING

650' FOR 65 MPH SPEED LIMIT

500' FOR 55 MPH SPEED LIMIT

500'

250'

250'

80-9055

31-0528

80-9612

TYP

40'

80'

TYP

40'

TYP

40'

80' 80'

TYP.

40'

TYP

40'

80'

400'

800'

80-9705

500'

80-9612

PLAN 9

STATIONARY: 63 SQ. FT (MIN)

MOVING: 79 SQ. FT (MIN.)

SIGN FACE

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MOVING OPERATION

STATIONARY OPERATION

A

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TURNING ROADWAYS / RAMPS

WORK IN SHOULDER AREA -

SEE NOTES 1, 3

THE MAINLINE ROUTE.

(ON RAMP) PLAQUE SHALL BE USED BELOW ALL SIGNS THAT ARE VISIBLE FROM

2. IF THE SEQUENCE OF SIGNS EXTENDS BACK TO A MAINLINE ROUTE, THE 80-9926

USE SIGN NO. 80-9833 INSTEAD OF 80-9832 AND 80-9829 INSTEAD OF 80-9828.

1. IF THE LEFT SHOULDER IS TO BE CLOSED INSTEAD OF THE RIGHT SHOULDER,

PLAN-SPECIFIC NOTES:

80-9828

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL TRAFFIC DRUM PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

80-9612

750'

750'

500'

500'

DRUMS @ 40' SPACING

INSTALL 5 TRAFFIC

200'

200'

@ 80' SPACING

CONES/DRUMS

INSTALL TRAFFIC

500'

AREA

WARNING

ADVANCE

AREA

ACTIVITY

AREA

TERMINATION

TAPER

SHOULDER

AREA

BUFFER

AREA

WORK

80-9832

80-9828

80-9926

SPEED FEEDBACK DISPLAY UNIT

500'

1300'

46 SQ. FT (MIN.)

SIGN FACEWORK IN RIGHT LANE - 4 LANE UNDIVIDED HIGHWAY

PLAN 10

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SEE NOTES 1, 2, 3, 4, 5, 6

SPEED FEEDBACK DISPLAY UNIT

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL

PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

ARROW BOARD OR ARROW SIGN 80-9424

AREA

WARNING

ADVANCE

AREA

TRANSITION

AREA

ACTIVITY

AREA

TERMINATION

TAPER

SHOULDER

AREA

BUFFER

AREA

WORK

300'

VARIES

VARIES

VARIES

É40 MPH

<40 MPH

LIMIT

SPEED

80'

40'

SPACING

DRUM/CONE

É40 MPH

<40 MPH

LIMIT

SPEED

600'

300'

LENGTH

TAPER

40'

20'

SPACING

DRUM/CONE

INSTALL 15 DRUMS/CONES

200'

@ 40' SPACING

TRAFFIC DRUMS/CONES

200' INSTALL 5

31-1906

80-9603

80-9851

80-9921

80-9611

SPACING SHALL BE:

ADVANCE SIGNING 1

É45 MPH

35 to 40 MPH

Ç30 MPH

LIMIT

SPEED

500'

350'

100'

SPACING

SIGN

73 SQ. FT (MIN.)

SIGN FACEWORK IN LEFT LANE - 4 LANE UNDIVIDED HIGHWAY

PLAN 11

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SEE NOTES 1, 2, 3, 4

300'

AREA

TERMINATION

VARIES

VARIES

LIMIT

SPEED

80'

40'

SPACING

DRUM/CONE

É40 MPH

<40 MPH

LIMIT

SPEED

600'

300'

LENGTH

TAPER

40'

20'

SPACING

DRUM/CONE

INSTALL 15 DRUMS/CONES

TRANSITION AREA

200'

BUFFER AREA

80-9852

80-9922

80-9611

A

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80-9611

AREA

WORK

AREA

WARNING

ADVANCE

OPTIONAL

PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

ARROW BOARD OR ARROW SIGN 80-9424

SPACING SHALL BE:

ADVANCE SIGNING 1

É45 MPH

35 to 40 MPH

Ç30 MPH

LIMIT

SPEED

500'

350'

100'

SPACING

SIGN

127 SQ. FT (MIN.)

SIGN FACE

PLAN 12

WORK IN BOTH LANES - 4 LANE UNDIVIDED HIGHWAY

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SEE NOTES 1, 2, 3, 4, 6

500'

VARIES

VARIES

VARIES

300'

LIMIT

SPEED

600'

300'

LENGTH

TAPER

40'

20'

SPACING

DRUM/CONE

INSTALL 15 DRUMS/CONES

TRANSITION AREA

AREA

WORK

200'

AREA

BUFFER

AREA

TERMINATION

AREA

ACTIVITY

VARIES

VARIES

WORK AREA

200' BUFFER AREA

8 DRUMS/CONES

320' INSTALL

5 DRUMS/CONES

200' INSTALL

300'

É40 MPH

<40 MPH

LIMIT

SPEED

600'

300'

LENGTH

TAPER

40'

20'

SPACING

DRUM/CONE

INSTALL 8 DRUMS/CONES

É40 MPH

<40 MPH

LIMIT

SPEED

600'

300'

LENGTH

TAPER

40'

20'

SPACING

DRUM/CONE

INSTALL 8 DRUMS/CONES

É40 MPH

<40 MPH

LIMIT

SPEED

600'

300'

LENGTH

TAPER

40'

20'

SPACING

DRUM/CONE

INSTALL 15 DRUMS/CONES

A

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A

500'

TRANSITION

É40 MPH

<40 MPH

LIMIT

SPEED

40'

20'

SPACING

DRUM/CONE

ACTIVITY AREA

80-9611

80-9611

80-9431

80-9432

80-9921 80-9851

80-9851

80-9922

80-9852 80-9852

SCALE: NONE

SPEED FEEDBACK DISPLAY UNIT

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL

PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

ARROW BOARD OR ARROW SIGN 80-9424

SPACING SHALL BE:

ADVANCE SIGNING 1

É45 MPH

35 to 40 MPH

Ç30 MPH

LIMIT

SPEED

500'

350'

100'

SPACING

SIGN

AND OMIT SIGN 80-9431.

80-9056 IN PLACE OF SIGN 80-9432

DOUBLE REVERSE CURVE LEFT SIGN

AREAS COMBINED IS <600', USE

IF LENGTH OF WORK AND BUFFER

PLAN-SPECIFIC NOTES:

80-9056

OPTIONAL

PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

100 SQ. FT (MIN.)

SIGN FACE

ALTERNATING ONE-WAY TRAFFIC OPERATIONS

TWO LANE HIGHWAY

WORK IN TRAVEL LANE AND SHOULDER

PLAN 13 - SHEET 1 OF 2

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SEE NOTES 1, 3, 4UNIFORMED FLAGGER OR POLICE OFFICER

FLAGGER OPERATION PROCEDURES.

SEE SHEET 2 OF 2 FOR

80-9950 TO CONTROL TRAFFIC.

POLICE OFFICERS SHALL USE SIGN

1. TRAFFICPERSONS OTHER THAN

PLAN-SPECIFIC NOTES:

9.71-5

SEE TABLE

500'

VARIES

VARIES

VARIES

AREA

TERMINATION

AREA

ACTIVITY

AREA

WARNING

ADVANCE

500'

100' MAX

5 TRAFFIC DRUMS/CONES

40' BUFFER AREA

AREA

WORK

40' BUFFER AREA

100' MAX

5 TRAFFIC DRUMS/CONES

9.71-5

SEE TABLE

500'

VARIES

VARIES

VARIES

500'

TRANSITION

ACTIVITY AREA

TERMINATION

AREA

WARNING

ADVANCE

(SIDE A) (SIDE B)

80-9611

80-9611

80-9834

80-9803

80-9834

80-9803

É40 MPH

<40 MPH

LIMIT

SPEED

40'

20'

DRUM/CONE

AT NIGHT

FLAGGING IS CONDUCTED

BE ILLUMINATED WHEN

FLAGGER STATION SHALL

SPACING SHALL BE:

ADVANCE SIGNING 1

É45 MPH

35 to 40 MPH

Ç30 MPH

LIMIT

SPEED

500'

350'

100'

SPACING

SIGN

100 SQ. FT (MIN.)

SIGN FACE

ALTERNATING ONE-WAY TRAFFIC OPERATIONS

TWO LANE HIGHWAY

WORK IN TRAVEL LANE AND SHOULDER

PLAN 13 - SHEET 2 OF 2

HAND SIGNAL METHODS TO BE USED BY UNIFORMED FLAGGERS

CONSTRUCTION AND PERMIT OPERATIONS" SHALL BE USED.

SIGN PADDLE (SIGN NO. 80-9950) SHOWN ON THE TRAFFIC STANDARD SHEET TR-1220 01 ENTITLED, "SIGNS FOR

DEVICES," SHALL BE USED BY UNIFORMED FLAGGERS WHEN DIRECTING TRAFFIC THROUGH A WORK AREA. THE STOP/SLOW

THE FOLLOWING METHODS FROM SECTION 6D.05, FLAGGER PROCEDURES, IN THE "MANUAL ON UNIFORM TRAFFIC CONTROL

LEVEL TOWARD APPROACHING TRAFFIC.

ARM SHALL BE HELD WITH THE PALM OF THE HAND ABOVE SHOULDER

WITH THE ARM EXTENDED HORIZONTALLY AWAY FROM THE BODY. THE FREE

THE STOP PADDLE FACE TOWARD ROAD USERS IN A STATIONARY POSITION

TO STOP ROAD USERS, THE FLAGGER SHALL FACE ROAD USERS AND AIM

TO STOP TRAFFICA.

B.

C.

TO DIRECT TRAFFIC TO PROCEED

FOR ROAD USERS TO PROCEED.

AWAY FROM THE BODY. THE FLAGGER SHALL MOTION WITH THE FREE HAND

IN A STATIONARY POSITION WITH THE ARM EXTENDED HORIZONTALLY

ROAD USERS WITH THE SLOW PADDLE FACE AIMED TOWARD ROAD USERS

TO DIRECT STOPPED ROAD USERS TO PROCEED, THE FLAGGER SHALL FACE

TO ALERT OR SLOW TRAFFIC

FREE HAND, PALM DOWN.

PADDLE FACE TOWARD ROAD USERS MAY MOTION UP AND DOWN WITH THE

TO FURTHER ALERT OR SLOW TRAFFIC, THE FLAGGER HOLDING THE SLOW

POSITION WITH THE ARM EXTENDED HORIZONTALLY AWAY FROM THE BODY.

THE SLOW PADDLE FACE AIMED TOWARD ROAD USERS IN A STATIONARY

TO ALERT OR SLOW TRAFFIC, THE FLAGGER SHALL FACE ROAD USERS WITH

SEE NOTES 1, 3, 4

(MUTCD TABLE 6B-2)

TO TAPER DISTANCES

TABLE 9.71-5 - FLAGGER

(MPH)

SPEED

EXPECTED

20 OR LESS

DISTANCE

730'

645'

570'

495'

425'

360'

305'

250'

200'

155'

115'

SEE MUTCD SECTION 6D.06.

BE ADJUSTED BASED ON FIELD CONDITIONS.

THE FLAGGER TO TAPER DISTANCE MAY

TABLE 9.71-5 NOTE:

WORK IN SHOULDER - TWO LANE HIGHWAY

64 SQ. FT (MIN.)

SIGN FACE

PLAN 14

R

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H

S

R

E

D

L

U

O

H

S

SEE NOTES 1, 4, 7

A

E

O

W

500'

VARIES

AREA

TERMINATION

AREA

ACTIVITY

AREA

WARNING

ADVANCE

VARIES

INSTALL 5 DRUMS/CONES

BUFFER AREA

AREA

WORK

100'

AREA

WARNING

ADVANCE

TRANISITON

TERMINATION

É40 MPH

<40 MPH

LIMIT

SPEED

600'

300'

LENGTH

TAPER

40'

20'

SPACING

DRUM/CONE

É40 MPH

<40 MPH

LIMIT

SPEED

80'

40'

SPACING

80-9826

80-9611

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL

PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

SPACING SHALL BE:

ADVANCE SIGNING 1

É45 MPH

35 to 40 MPH

Ç30 MPH

LIMIT

SPEED

500'

350'

100'

SPACING

SIGN

91 SQ. FT (MIN.)

SIGN FACE

PLAN 15

TWO LANE HIGHWAY

WORK IN TRAVEL LANE AND SHOULDER

A

E

O

W

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E

D

L

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O

H

S

R

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D

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H

S

SEE NOTES 1, 3, 4, 7

300'

VARIES

VARIES

AREA

BUFFER

AREA

WORK

AREA

BUFFER

500'

AREA

TERMINATION

AREA

ACTIVITY

AREA

TRANISTION

AREA

WARNING

ADVANCE

100'

200' INSTALL 5 DRUMS/CONES

INSTALL 8 DRUMS/CONES

SHIFT

VARIES

VARIES

300'

É40 MPH

<40 MPH

LIMIT

SPEED

600'

300'

LENGTH

SHIFT

40'

20'

<40 MPH

LIMIT

SPEED

80'

40'

SPACING

DRUM/CONE

AREA

TERMINATION

AREA

<40 MPH

LIMIT

SPEED

600'

300'

LENGTH

TAPER

40'

20'

NOTE

SEE

MIN

11' UNLESS SPECIFIED ELSEWHERE.

MINIMUM VEHICULAR LANE WIDTH SHOULD BE

PLAN-SPECIFIC NOTES:

80-9431 AND OMIT SIGN 80-9432.

CURVE RIGHT SIGN 80-9059 IN PLACE OF SIGN

COMBINED IS <600', USE DOUBLE REVERSE

IF LENGTH OF WORK AND BUFFER AREAS

80-9432 AND OMIT SIGN 80-9431.

CURVE LEFT SIGN 80-9056 IN PLACE OF SIGN

COMBINED IS <600', USE DOUBLE REVERSE

IF LENGTH OF WORK AND BUFFER AREAS

2 2

80-9432

80-9432

80-9431

80-9431

AREA

TRANSITION

SPEED FEEDBACK DISPLAY UNIT

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL

PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

SPACING SHALL BE:

ADVANCE SIGNING 1

É45 MPH

35 to 40 MPH

Ç30 MPH

LIMIT

SPEED

500'

350'

100'

SPACING

SIGN

80-9056 80-9059

65 SQ. FT (MIN.)

SIGN FACE

PLAN 16

TWO LANE HIGHWAY

WORK IN MIDDLE OF ROADWAY

A

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L

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O

H

S

R

E

D

L

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H

S

SEE NOTES 1, 3, 4

500'

VARIES

120'

AREA

BUFFER

AREA

WORK

120'

AREA

BUFFER

500'

AREA

TERMINATION

AREA

ACTIVITY

AREA

TRANSITION

AREA

WARNING

ADVANCE

500'

TRANSITION AREA

AREA

WARNING

ADVANCE

AREA

TERMINATION

É40 MPH

<40 MPH

LIMIT

SPEED

320'

160'

LENGTH

TAPER

40'

20'

SPACING

DRUM/CONE

É40 MPH

<40 MPH

LIMIT

SPEED

80'

40'

SPACING

DRUM/CONE

É40 MPH

<40 MPH

LIMIT

SPEED

320'

160'

LENGTH

TAPER

40'

20'

SPACING

80-960380-9611

31-1526

31-1526

MIN

NOTE

SEE

MIN

ELSEWHERE.

SHOULD BE 11' UNLESS SPECIFIED

MINIMUM VEHICULAR LANE WIDTH

PLAN-SPECIFIC NOTES:

2 2

SPEED FEEDBACK DISPLAY UNIT

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL

PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

SPACING SHALL BE:

ADVANCE SIGNING 1

É45 MPH

35 to 40 MPH

Ç30 MPH

LIMIT

SPEED

500'

350'

100'

SPACING

SIGN

PLAN 17

WORK IN MIDDLE OF ROADWAY AT INTERSECTION

130 SQ. FT (MIN.)

SIGN FACE

AREA

WORK

SEE NOTES 1, 3

CONSTRUCTION BARRICADE TYPE III

OPTIONAL PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

200'

500'

SEE 3

LENGTH

TAPER

200'

500'

SEE 3

LENGTH

TAPER

200' 500'

SEE 3

LENGTH

TAPER

SEE 3

LENGTH

TAPER

500' 200'

WIDTH

WIDTH

MIN

SEE 1

MIN WIDTH

SEE 1

MIN WIDTH

THE TYPICAL TAPER IS 8 DRUMS/CONES INSTALLED AS FOLLOWS:

BARRICADES TYPE III WITH APPROVAL FROM THE ENGINEER.

TRAFFIC DRUMS AND/OR TRAFFIC CONES MAY BE SUBSTITUTED FOR CONSTRUCTION

MINIMUM VEHICULAR LANE WIDTH SHOULD BE 11' UNLESS SPECIFIED OTHERWISE.

PLAN-SPECIFIC NOTES:

É40 MPH

<40 MPH

LIMIT

SPEED

320'

160'

LENGTH

TAPER

40'

20'

SPACING

80-9603

80-9603

80-9611

80-9611

80-9611

TYPE III

BARRICADES

CONSTRUCTION

31-1526 ON

TYPE III

BARRICADES

CONSTRUCTION

31-1526 ON

TYPE III

BARRICADES

CONSTRUCTION

31-1526 ON

80-9611

TYPE III

BARRICADES

CONSTRUCTION

31-1526 ON

LANES IN ADVANCE.

4. FOR MULTIPLE LANES, USE THE APPLICABLE CONSTRUCTION TRAFFIC CONTROL PLAN TO CLOSE

PLAN 19

MULTILANE HIGHWAYS & SECONDARY ROADWAYS

MOVING OPERATION IN RIGHT SHOULDER

66 SQ. FT (MIN.)

SIGN FACE

R

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D

L

U

O

H

S

R

E

D

L

U

O

H

S

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONALWORK VEHICLE

N

A

I

D

E

M

OPERATION

ACCORDING TO

DISTANCE VARIES

SPECIFICATIONS

MANUFACTURER'S

DISTANCE PER TMA

ARROW BOARD

BE COVERED WHEN NOT IN USE.

THE OPERATION. THE SIGN #80-8915 SHOULD

#80-9914, USE AN APPROPRIATE MESSAGE FOR

AND #80-9914 ON VEHICLE 1. FOR THE SIGN

A TMA FOR VEHICLE 1. INSTALL SIGNS #80-9815

A PRE-WARNING VEHICLE MAY BE USED INSTEAD OF

80-9815

80-9914

FOR THE SIGN 80-9914.

THE MESSAGE "MOVE OVER" IS RECOMMENDED

OF VEHICLE 1.

A STATIC SIGN 80-9604 MAY BE USED INSTEAD

80-9914

2 INSTALL SIGN #31-1906 ON VEHICLE 2.

VEHICLE IN THE PATTERN.

3 INSTALL SIGN #80-9612 ON THE LAST WORK

VEHICLE 1 MAY DRIVE PARTIALLY IN THE RIGHT LANE.

WHERE ADEQUATE SHOULDER WIDTH IS NOT AVAILABLE,

(LEGEND VARIES)

MOVE OVER

PLAN 20

SHOULDER AT THE SAME TIME - MULTILANE HIGHWAY

MOVING OPERATION IN RIGHT LANE AND OUTSIDE

82 SQ. FT (MIN.)

SIGN FACE

R

E

D

L

U

O

H

S

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

BE COVERED WHEN NOT IN USE.

THE OPERATION. THE SIGN #80-8915 SHOULD

#80-9914, USE AN APPROPRIATE MESSAGE FOR

AND #80-9914 ON VEHICLE 1. FOR THE SIGN

A TMA FOR VEHICLE 1. INSTALL SIGNS #80-9815

1 A PRE-WARNING VEHICLE MAY BE USED INSTEAD OF

80-9815

80-9914

ON VEHICLE 2.

2 INSTALL SIGN #31-1906 AND AN ARROWBOARD

ON VEHICLE 3.

3 INSTALL SIGN #80-9604 AND AN ARROWBOARD

VEHICLE IN THE PATTERN.

5 INSTALL SIGN #80-9612 ON THE LAST WORK

31-1906

80-9612

N

A

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E

M

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L

U

O

H

S

SPECIFICATIONS

MANUFACTURER'S

DISTANCE PER TMA

OPERATION

ACCORDING TO

DISTANCE VARIES

800'

1000'

80-9604

4 INSTALL TMA AS SHOWN.

FOR THE SIGN 80-9914.

THE MESSAGE "MOVE OVER" IS RECOMMENDED

WHEN MORE THAN ONE LANE IS OPEN,

80-9914

VEHICLE 1 MAY DRIVE PARTIALLY IN THE RIGHT LANE.

WHERE ADEQUATE SHOULDER WIDTH IS NOT AVAILABLE,

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONALWORK VEHICLE ARROW BOARD

PLAN 21

SHOULDER AT THE SAME TIME - MULTILANE HIGHWAY

MOVING OPERATION IN LEFT LANE AND INSIDE

82 SQ. FT (MIN.)

SIGN FACE

R

E

D

L

U

O

H

S

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

VEHICLE IN THE PATTERN.

5 INSTALL SIGN #80-9612 ON THE LAST WORK

31-1906

80-9612

N

A

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D

E

M

R

E

D

L

U

O

H

S

SPECIFICATIONS

MANUFACTURER'S

DISTANCE PER TMA

OPERATION

ACCORDING TO

DISTANCE VARIES

800'

1000'

A TMA FOR VEHICLE 1.

A PRE-WARNING VEHICLE MAY BE USED INSTEAD OF

BE COVERED WHEN NOT IN USE.

THE OPERATION. THE SIGN #80-8915 SHOULD

#80-9914, USE AN APPROPRIATE MESSAGE FOR

AND #80-9914 ON VEHICLE 1. FOR THE SIGN

INSTALL SIGNS #80-9815

80-9815

80-9914

FOR THE SIGN 80-9914.

THE MESSAGE "MOVE OVER" IS RECOMMENDED

WHEN MORE THAN ONE LANE IS OPEN,

80-9914

ON VEHICLE 3.

3 INSTALL SIGN #80-9604 AND AN ARROWBOARD

4 INSTALL TMA AS SHOWN.

VEHICLE 1 MAY DRIVE PARTIALLY IN THE LEFT LANE.

WHERE ADEQUATE SHOULDER WIDTH IS NOT AVAILABLE,

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONALWORK VEHICLE ARROW BOARD

PLAN 22

MULTILANE HIGHWAY

RIGHT-CENTER LANE

MOVING OPERATION IN CENTER LANE OR

82 SQ. FT (MIN.)

SIGN FACE

R

E

D

L

U

O

H

S

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

BE COVERED WHEN NOT IN USE.

THE OPERATION. THE SIGN #80-8915 SHOULD

USE AN APPROPRIATE MESSAGE FOR

ON VEHICLE 1. FOR THE SIGN #80-9914,

INSTALL SIGNS #80-9815 AND #80-9914

INSTEAD OF A TMA FOR VEHICLE 1.

1 A PRE-WARNING VEHICLE MAY BE USED

80-9815

80-9914

6 INSTALL SIGN #80-9612 ON THE LAST WORK

31-1906

80-9612

N

A

I

D

E

M

R

E

D

L

U

O

H

S

SPECIFICATION

MANUFACTURER'S

DISTANCE PER TMA

OPERATION

ACCORDING TO

DISTANCE VARIES

800'

800'

1000'

FOR THE SIGN 80-9914.

THE MESSAGE "MOVE OVER" IS RECOMMENDED

WHEN MORE THAN ONE LANE IS OPEN,

80-9914

ON VEHICLE 3.

3 INSTALL SIGN #80-9604 AND AN ARROWBOARD

80-9604

4 INSTALL TMA WITH ARROWBOARD AS SHOWN.

5 INSTALL TMA AS SHOWN.

IN THE RIGHT LANE.

AVAILABLE, VEHICLE 1 MAY DRIVE PARTIALLY

WHERE ADEQUATE SHOULDER WIDTH IS NOT

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONALWORK VEHICLE ARROW BOARD

PLAN 23

MULTILANE HIGHWAY

MOVING OPERATION IN LEFT-CENTER LANE

82 SQ. FT (MIN.)

SIGN FACE

R

E

D

L

U

O

H

S

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

N

A

I

D

E

M

R

E

D

L

U

O

H

S

SPECIFICATIONS

MANUFACTURER'S

DISTANCE PER TMA

OPERATION

ACCORDING TO

DISTANCE VARIES

800'

800'

1000'

BE COVERED WHEN NOT IN USE.

THE OPERATION. THE SIGN #80-8915 SHOULD

USE AN APPROPRIATE MESSAGE FOR

ON VEHICLE 1. FOR THE SIGN #80-9914,

INSTALL SIGNS #80-9815 AND #80-9914

INSTEAD OF A TMA FOR VEHICLE 1.

1 A PRE-WARNING VEHICLE MAY BE USED

80-9815

80-9914

6 INSTALL SIGN #80-9612 ON THE LAST WORK

31-1906

80-9612

FOR THE SIGN 80-9914.

THE MESSAGE "MOVE OVER" IS RECOMMENDED

WHEN MORE THAN ONE LANE IS OPEN,

80-9914

ON VEHICLE 3.

3 INSTALL SIGN #80-9604 AND AN ARROWBOARD

80-9604

4 INSTALL TMA WITH ARROWBOARD AS SHOWN.

5 INSTALL TMA AS SHOWN.

IN THE LEFT LANE.

AVAILABLE, VEHICLE 1 MAY DRIVE PARTIALLY

WHERE ADEQUATE SHOULDER WIDTH IS NOT

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONALWORK VEHICLE ARROW BOARD

PLAN 24

MOVING OPERATION IN TWO-LANE HIGHWAY

66 SQ. FT (MIN.)

SIGN FACE

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

BE COVERED WHEN NOT IN USE.

THE OPERATION. THE SIGN #80-8915 SHOULD

#80-9914, USE AN APPROPRIATE MESSAGE FOR

AND #80-9914 ON VEHICLE 1. FOR THE SIGN

1 INSTALL SIGNS #80-8915 WITH "AHEAD" COVERED

WITH "AHEAD" COVERED

80-9815

80-9914

2 INSTALL SIGN #31-1906 ON THE FIRST WORK

LAST WORK VEHICLE IN THE PATTERN.

USED, INSTALL THE #80-9612 SIGN ON THE

LEAD VEHICLE. IF THE LEAD VEHICLE IS NOT

3 INSTALL SIGN #80-9612 ON THE OPTIONAL

31-1906

80-9612

R

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H

S

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L

U

O

H

S

VEHICLE

LEAD

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONALWORK VEHICLE ARROW BOARD

OPERATION

ACCORDING TO

DISTANCE VARIES

OPERATION

ACCORDING TO

DISTANCE VARIES

PLAN 25

MOWING OPERATION - MULTILANE HIGHWAY

RIGHT: 48 SQ. FT (MIN.)

MEDIAN: 96 SQ. FT (MIN.)

SIGN FACE

R

E

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L

U

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H

S

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

WORK VEHICLE

N

A

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D

E

M

R

E

D

L

U

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H

S

PORTABLE SIGN SUPPORT

R

E

D

L

U

O

H

S

N

A

I

D

E

M

R

E

D

L

U

O

H

S

80-9610

80-9610

80-9610

MOWING IN MEDIAN

1 MILE

1 MILE

R

E

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L

U

O

H

S

R

E

D

L

U

O

H

S

OF TRAVEL WAY

MOWING TO RIGHT

80-9610

1 MILE

1 MILE

80-9610

80-9610

IF THE LIMITS OF MOWING ARE GREATER THAN 2 MILES.

5. ADDITIONAL SIGN NO. 80-9610 (MOWING) SIGNS SHALL BE INSTALLED AT 1 MILE INTERVALS

RAMPS BETWEEN THE FIRST AND LAST MOWING SIGNS IN THE PATTERN.

4. INSTALL AN ADDITIONAL SIGN NO. 80-9610 (MOWING) IMMEDIATELY BEYOND ANY ENTRANCE

3. WHEN MOWING FROM A SHOULDER, USE PLAN NO. 19 IN ADDITION TO THIS PLAN.

TRAVEL USING THE LEFT TRAVEL LANE, USE PLAN NO. 21 IN ADDITION TO THIS PLAN.

2. WHEN MOWING FROM A LEFT TRAVEL LANE OR WHEN MOWING EQUIPMENT MUST

TRAVEL USING THE RIGHT TRAVEL LANE, USE PLAN NO. 20 IN ADDITION TO THIS PLAN.

1. WHEN MOWING FROM A RIGHT TRAVEL LANE OR WHEN MOWING EQUIPMENT MUST

WORK IN RESTRICTED LANE

189 SQ. FT (MIN.)

SIGN FACE

PLAN 26 / H.O.V. PLAN 1

A

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S

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I

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I

D

SEE NOTES 1, 2, 3, 4, 6, 7SPEED FEEDBACK DISPLAY UNIT

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL TRAFFIC DRUM PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

ARROWBOARD

80-9451

80-9612

1500'

1300'

1300'

TAPER

SHOULDER

MAINLINE

TAPER

SHOULDER

H.O.V. LANE

SHIFT

H.O.V. LANE

DRUMS @ 40' SPACING

SEE NOTE 6 FOR SHOULDER WIDTH É12'

240' FOR SHOULDER WIDTH <12'

DRUMS @ 40' SPACING

INSTALL 20 TRAFFIC

800'

DRUMS @ 40' SPACING

SEE NOTE 6 FOR SHOULDER WIDTH É12'

240' FOR SHOULDER WIDTH <12'

1000'

80-9847

80-9918

80-9432

WORK IN RESTRICTED LANE AND DIVIDER

500'

@ 40' SPACING

INSTALL TRAFFIC DRUMS

1000'

@ 80' SPACING

DRUMS/CONES

INSTALL TRAFFIC

DRUMS/CONES @ 80' SPACING

650' FOR 65 MPH SPEED LIMIT

500' FOR 55 MPH SPEED LIMIT

@ 40' SPACING

INSTALL TRAFFIC DRUMS

1000'

AREA

TERMINATION

AREA

ACTIVITY

AREA

TRANSITION

AREA

WARNING

ADVANCE

AREA

WORK

AREA

BUFFER

SHIFT

LANE

H.O.V.

125 SQ. FT (MIN.)

SIGN FACE

PLAN 27 / H.O.V. PLAN 2

WORK IN DIVIDER OF RESTRICTED LANE

A

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U

O

H

S

R

E

D

L

U

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H

S

SEE NOTES 1, 3

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

SPEED FEEDBACK DISPLAY UNIT

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

TRAFFIC DRUM PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

80-9957

80-9959

80-9612

AREA

TERMINATION

AREA

ACTIVITY

AREA

WARNING

ADVANCE

AREA

WORK

AREA

BUFFER

TAPER

SHOULDER

500'

750'

750'

@ 80' SPACING

DRUMS/CONES

INSTALL TRAFFIC

DRUMS/CONES @ 80' SPACING

650' FOR 65 MPH SPEED LIMIT

500' FOR 55 MPH SPEED LIMIT

@ 40' SPACING

5 TRAFFIC DRUMS

200' INSTALL 2 ROWS OF

PLAN 28 / H.O.V. PLAN 3

WORK IN LEFT SHOULDER OF RESTRICTED LANE

103 SQ. FT (MIN.)

SIGN FACE

A

E

O

W

R

E

D

L

U

O

H

S

R

O

T

A

R

A

P

E

S

R

E

D

L

U

O

H

S

SEE NOTES 1, 6, 7

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONAL TRAFFIC DRUM PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

80-9833

80-9829 500'

500'

750'

750'

DRUMS @ 40' SPACING

SEE NOTE 6 FOR SHOULDER WIDTH É12'

240' FOR SHOULDER WIDTH <12'

200'

@ 80' SPACING

DRUMS/CONES

INSTALL TRAFFIC

500'

AREA

WORK

AREA

BUFFER

TAPER

SHOULDER

AREA

TERMINATION

AREA

ACTIVITY

AREA

PLAN 29 / H.O.V. PLAN 4

MOVING OPERATION IN RESTRICTED LANE

80 SQ. FT (MIN.)

SIGN FACE

R

E

D

L

U

O

H

S

R

E

D

I

V

I

D R

E

D

L

U

O

H

S

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

5 INSTALL SIGN #80-9612 ON THE LAST WORK

31-1906

80-9612

BE COVERED WHEN NOT IN USE.

THE OPERATION. THE SIGN #80-8915 SHOULD

USE AN APPROPRIATE MESSAGE FOR

ON VEHICLE 1. FOR THE SIGN #80-9914,

INSTALL SIGNS #80-9815 AND #80-9914

INSTEAD OF A TMA FOR VEHICLE 1.

1 A PRE-WARNING VEHICLE MAY BE USED

80-9815

80-9914

ON VEHICLE 3.

3 INSTALL SIGN #80-9604 AND AN ARROWBOARD

80-9604

4 INSTALL TMA AS SHOWN.

IN THE H.O.V. LANE.

AVAILABLE, VEHICLE 1 MAY DRIVE PARTIALLY

WHERE ADEQUATE SHOULDER WIDTH IS NOT

TRUCK OR TRAILER MOUNTED IMPACT ATTENUATOR

OPTIONALWORK VEHICLE ARROW BOARD

1000'

800'

OPERATION

ACCORDING TO

DISTANCE VARIES

SPECIFICATIONS

MANUFACTURER'S

DISTANCE PER TMA

PLAN 30

BLASTING ZONE - ALL ROADWAYS

90 SQ. FT (MIN.)

SIGN FACE

PORTABLE SIGN SUPPORT

BLASTING AREA.

5. SIGNS SHOWN ON THIS PLAN ARE IN ADDITION TO OTHER CONSTRUCTION SIGNS IN ADVANCE OF THE

CAP, SIMILAR SIGNING AS ON THE MAINLINE SHALL BE INSTALLED ON THE SIDE ROAD.

AND THE SIGN #80-9623 (END BLASTING ZONE), OR A SIDE ROAD IS WITHIN 1,000 FEET OF ANY BLASTING

4. WHENEVER A SIDE ROAD INTERSECTS THE ROADWAY BETWEEN THE SIGN #80-9620 (BLASTING ZONE AHEAD)

INSTALLED ON BOTH APPROACHES OF THE DIVIDED HIGHWAY.

#80-9623 (TURN OFF 2-WAY RADIO AND CELL PHONE) AND #80-9621 (END BLASTING ZONE) SHALL BE

3. IF THIS PLAN IS USED FOR A DIVIDED HIGHWAY, A SEQUENCE OF SIGNS #80-9620 (BLASTING ZONE AHEAD), SECURE.

2. COVER OR REMOVE SIGNS WHEN THERE ARE NO EXPLOSIVES IN THE AREA OR THE AREA IS OTHERWISE

1 USE THIS PLAN WHENEVER BLASTING CAPS ARE USED WITHIN 1,000' OF A ROADWAY.

PLAN-SPECIFIC NOTES:

BLAST HOLE

80-9620

80-9623

MIN. 1000'

300' TO 500'

MIN 1000'

ZONE

BLASTING

SEE 1

OR LESS

1000'

80-9621

80-9621

80-9621

300' TO 500'

1000'

500'

TO

300'

80-9620

80-9623

80-9620 80-9623

OPTIONAL

PORTABLE SIGN SUPPORT

SCALE: NONE

CONSTRUCTION TRAFFIC CONTROL PLAN

AREA

WORK

80-9603

80-9611

TEMPORARY SIDEWALK DIVERSION

DIRECTION OF TRAFFIC

MIN WIDTH 60"

80-9611

80-9603

63 SQ. FT (MIN)

SIGN FACE

THE ENTIRE WIDTH ACROSS A CLOSED SIDEWALK.

PEDESTRIAN BARRICADES SHALL ALWAYS COVER

31-1906

31-1906

SEE NOTE 1

BARRICADES

PEDESTRIAN

80-9076 ON

TRAFFIC DRUM OR CONE

AREA EVERY 200' IS ALSO ACCEPTABLE

A 48" WIDE PATH WITH 60" x 60" PASSING

NECESSARY.

TEMPORARY RAMPS AND WALKWAY AS

SURFACE. INSTALL AND DELINEATE

BE AN ADA-COMPLIANT TRAVERSABLE

SIDEWALK DIVERSION ROUTE SHALL

SPECIFIED ELSEWHERE

SHOULD BE 11' UNLESS

MINIMUM VEHICULAR LANE WIDTH

PEDESTRIAN BARRICADES

PEDESTRIAN RAMP (AS NECESSARY)

PEDESTRIAN RAMP (AS NECESSARY)

BARRICADES

PEDESTRIAN

80-9076 ON

PLAN 31

OPTIONALPORTABLE SIGN SUPPORT

CONSTRUCTION TRAFFIC CONTROL PLAN

PEDESTRIAN BARRICADES

PLAN 32

AREA

WORK

80-9603

80-9603

80-9611

80-9611

AND PEDESTRIAN DETOUR

TEMPORARY SIDEWALK CLOSURE

80-9703

80-9703

80-9703

80-9703

BARRICADES

PEDESTRIAN

80-9075 ON

BARRICADES

PEDESTRIAN

80-9075 ON

BARRICADES

PEDESTRIAN

80-9076 ON

BARRICADES

PEDESTRIAN

80-9076 ON

DIRECTION OF TRAFFIC

95 SQ. FT (MIN)

SIGN FACE

THE ENTIRE WIDTH ACROSS A CLOSED SIDEWALK.

PEDESTRIAN BARRICADES SHALL ALWAYS COVER

SEE NOTE 1

PLAN-SPECIFIC NOTES:

31-1906

31-1906

80-9708

80-9708

CLOSE THE SIDEWALK IN ADVANCE OF THE WORK ZONE.

80-9074 SIGN ON A PORTABLE SIGN SUPPORT AND DO NOT

THE DETOUR ROUTE AND WORK AREA, USE AN

IF THERE IS A PEDESTRIAN DESTINATION BETWEEN

PLAN 33

AND PEDESTRIAN DETOUR

TEMPORARY CROSSWALK CLOSURE

AREA

WORK

133 SQ. FT (MIN.)

SIGN FACE

80-9611

80-9703

80-9703

80-9703

80-9703

80-9611

80-9603

80-9706

80-9706

BARRICADES

PEDESTRIAN

80-9076 ON

BARRICADES

80-9076 ON

BARRICADES

80-9076 ON

80-9611

80-9703

80-9703

80-9074

80-9603

BARRICADES

PEDESTRIAN

80-9075 ON

80-9611

DIRECTION OF TRAFFICPEDESTRIAN BARRICADES

THE ENTIRE WIDTH ACROSS A CLOSED SIDEWALK.

PEDESTRIAN BARRICADES SHALL ALWAYS COVER

SEE NOTE 1

31-1906

31-1906

80-9708

80-9708

PLAN-SPECIFIC NOTES:

BARRICADES

PEDESTRIAN

80-9086 ON

BARRICADES

PEDESTRIAN

80-9086 ON

SEE

WIDTH

MIN

SPECIFIED OTHERWISE.

WIDTH SHOULD BE 11' UNLESS

MINIMUM VEHICULAR LANE

OPTIONAL PORTABLE SIGN SUPPORT

TRAFFIC CONE TRAFFIC DRUMOR

9.71 July 2025