Traffic Control Device Manual for Work Zones

Saskatchewan Ministry of Highways and Infrastructure

Traffic Control Device Manual For Work Zones Saskatchewan Ministry of Highways and Infrastructure Section: TRAFFIC CONTROL DEVICES Subject: MANUAL DEPUTY MINISTER’S LETTER

The fundamental purpose of the manual to provide for the safe travel of motorists through work zones and to safeguard the workers. Everyone performing work on a highway has a responsibility to design, install and maintain traffic accommodation to achieve a high level of safety.

Work zones have a higher potential for traffic accidents because motorists may encounter unexpected situations. Highway workers are also at great risk as they carry out their duties on the roadway. The changing situations of highway work areas require special attention to standards and sound judgement.

This manual is intended for use by all ministry employees, contractors and others who are involved with maintenance and construction of provincial highways.

______

Deputy Minister

Date Page 2009-08-25 1 of 1 TCDMWZ 1-01

Section: TYPICAL PLANS TRAFFIC CONTROL DEVICES Subject: MANUAL FOR WORK ZONES INTRODUCTION

TYPICAL PLANS This section of the manual contains a number of typical plans, Sections 9-00 and 10-00 are general plans that may be adopted if a specific plan is not available or is inappropriate for the location or conditions. Sections 11-00 - 16-00 inclusive are site specific plans and should always be considered first when developing a traffic accommodation plan.

Any of the traffic accommodation plans are to be considered as guidelines and additional signs, devices and/or flagpersons may be required to take into consideration such factors as horizontal alignment, vertical alignment, unusual hazards and traffic volumes.

MINIMUM Every employee who may have reason to stop on the shoulder or roadway REQUIREMENTS will have as a minimum a vehicle flashing light

OPERATION When the work zone is inactive, including nights, weekends and holidays, signs not required for the accommodation of traffic will be removed or covered. All traffic control devices will be removed or covered immediately after they are no longer applicable.

LEGEND The following legend pertains to all the typical Traffic Accommodation Plans.

LEGEND:

WORK AREA

SIGN OR BARRICADE

DELINEATOR/TRAFFIC CONE

OUTER SHOULDER LINE

Date Page 2009-08-25 1 of 1 TCDMWZ 1-02

Section: TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES DEFINITIONS

"brief duration work" Foreseen, planned road work that is carried out near an accompanying work vehicle, in conformity with a typical plan or:

Unforeseen, unplanned road work that is carried out in conjunction with a vehicle equipped with a rotating/flashing amber light or flashing light board.

“fast moving work” Crews often carry out certain fast moving operations on a two lane roadway which require short duration stops. This does not include slow moving mobile operations. The work vehicle stops on an intermittent basis to carry out these activities. Examples of fast moving work activities are the Friday field inspection of all highways performed by maintenance crews in their respective sections.

Note: Any planned stops require as a minimum short duration traffic accommodation.

For unplanned activity the work vehicle is equipped with a flashing light board operating in the flashing bar mode, or a rotating/flashing amber light as a replacement for normal signing due to the work site changing on a continuous basis.

“moving operations” Roadwork performed using a vehicle moving up to 20 km/h for slow moving operations, or greater than 20 km/h for fast moving operations. The work area will be affected for a short duration of time and will then be returned to its original state. An example of a moving operation is paving.

“short duration work” Short duration work includes any daytime maintenance activity, construction project, utility work, preliminary survey work, pavement marking or other miscellaneous highway activity planned for one day or less.

When road work spans several days and normal traffic is restored at the end of each day, short duration work signing is installed each day.

Date Page 2009-08-25 1 of 2 TRAFFIC CONTROL DEVICES MANUAL FOR WORK ZONES TCDMWZ 1-02

Section: Subject: TYPICAL PLANS DEFINITIONS

“stationary operation” Any operation on the roadway where the surface is affected for several hours and the work is completed on a section basis rather than a continuous basis. Examples of this type of operation would be base surfacing where windrows are present on the road surface or the laying of the material is occurring.

“Long duration” Long duration work includes all construction, maintenance and utility activities which require a work area for a period of time greater than one day. Typical Plans 10-02 to 10-13 inclusive present typical traffic accommodation plans for the most common types of long duration work.

Page Date 2 of 2 2009-08-25 TCDMWZ 10-01

Section: LONG DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES INTRODUCTION

DEFINITION Long duration work includes all construction, maintenance and utility activities which require a work area for a period of time greater than one day. Typical Plans10-02 to 10-13 inclusive present typical traffic accommodation plans for the most common types of long duration work.

Date Page 2013-02-22 1 of 1 TCDMWZ 10-02

Section: LONG DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: MAJOR CONSTRUCTION PROJECTS CONSTRUCTION COURTESY SIGNS

TYPICAL PLAN

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

NOTES:

1. MAJOR CONSTRUCTION PROJECTS ARE THOSE PROJECTS THAT HAVE A VALUE GREATER THAN $3,000,000.

2. CORRESPONDING COURTESY SIGNS WILL BE ERECTED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION. CONSTRUCTION LIMIT

2 km MINIMUM TO

3 km MAXIMUM THE 7 SASKATCHEWAN AD ANTAGE Hwy 310 Rebuild CS-21 Investment $ 21 Million Length 29 km

Date Page 2013-02-22 1 of 1 TCDMWZ 10-03-01

Section: LONG DURATION WORK

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: TWO LANE HIGHWAY MANUAL FOR WORK ZONES BOTH LANES UNDER CONSTRUCTION AADT< 200

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 4) REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE *3 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE END 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS OF WORK CS-16 DISTANCE 30 - 89 90 -150 AREA 3 BETWEEN SIGNS

NOTES:

1. CORRESPONDING TRAFFIC CONTROL DEVICES WILL BE ERECTED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION.

2. THE FOLLOWING SIGNS MAY BE USED IN PLACE OF THE ROUGH ROAD SIGN: 90 m MINIMUM BE PREPARED TO STOP CS-5 MAXIMUM FRESH OIL CS-7 LOOSE GRAVEL CS-9 60 LOOSE STONES CS-28 CS-46C FINES PAVEMENT ENDS WD-25 TRIPLE

3. REFER TO 10-03-02 WHEN VISIBILITY IS IMPEDED. *3

4. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH CS-8 THE SPEED LIMIT THAT WAS POSTED ROUGH PREVIOUS TO THE WORK ZONE. ROAD (NOTE 2)

*3

WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 10-03-02

Section: LONG DURATION WORK

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: TWO LANE HIGHWAY MANUAL FOR WORK ZONES BOTH LANES UNDER CONSTRUCTION AADT > 200

TYPICAL PLAN

RB-32 REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE *3 40 - 74 75 - 150 1 TAPER LENGTH MAXIMUM

DISTANCE RB-1 2 5 - 9 10 -15 BETWEENBETWEEN MARKERS 100 (NOTE 4)

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS *3 END OF CS-16 WORK AREA

NOTES:

1. CORRESPONDING TRAFFIC CONTROL DEVICES WILL BE ERECTED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION.

2. THE FOLLOWING SIGNS MAY BE USED IN PLACE OF THE ROUGH ROAD SIGN: 70 m TO 150 m BE PREPARED TO STOP CS-5 FRESH OIL CS-7 FLAGPERSON (NOTE 3) LOOSE GRAVEL CS-9 LOOSE STONES CS-28 90 m PAVEMENT ENDS WD-A25 MINIMUM WD-A45 3. REFER TO 10-03-02 WHEN VISIBILITY IS (NOTE 3) IMPEDED. *3 4. THE REGULATORY SPEED SIGN USED AT MAXIMUM THE END OF THE WORK ZONE MUST MATCH CS-46C THE SPEED LIMIT THAT WAS POSTED 60 PREVIOUS TO THE WORK ZONE. *3 FINES TRIPLE

ROUGH CS-8 ROAD (NOTE 2) *3

RB-31

*3 WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 10-04-01

Section: LONG DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: TWO LANE HIGHWAY MANUAL FOR WORK ZONES ONE LANE CLOSED STATIONARY OPERATION

TYPICAL PLAN

RB-32 REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE *3 40 - 74 75 - 150 1 TAPER LENGTH MAXIMUM RB-1 DISTANCE 2 5 - 9 10 -15 BETWEENBETWEEN MARKERS 100 (NOTE 6) DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS *3 END OF WORK CS-16 NOTES: AREA *1, *2 1. CORRESPONDING TRAFFIC CONTROL DEVICES EXCEPT WD-A33 WILL BE ERECTED FOR TRAFFIC TRAVELLING IN THE DELINEATORS OPPOSITE DIRECTION. 2. TC-17 WILL BE USED WHEN NO *3 FLAGPERSON ON DUTY. KEEP LEFT CS-27L 3. FLASHING LIGHT BOARDS SHOULD BE CONSIDERED ON HIGH VOLUME HIGHWAYS. CS-12R CS-12L 4. WD-A9 MAY BE REPLACED WITH DELINEATORS IN DAYTIME ONLY.

5. ONE FLAGPERSON IS REQUIRED FOR ALL ACTIVITIES IN WHICH ONE LANE IS AFFECTED CS-13 CS-13 BY CONSTRUCTION. ADDITIONAL FLAGPERSONS ARE OPTIONAL. FOR WHEN TO SE ADDITIONAL FLAGPERSONS REFER TO TCDM 701. *1, *2 WD-A9 TWO FLAGPERSONS ARE REQUIRED FOR ALL ACTIVITIES IN WHICH BOTH LANES ARE (NOTE 4) BEING AFFECTED BY CONSTRUCTION. 70 m TO 150 m FLAGPERSON(S) SHALL BE VISIBLE TO THE MOTORISTS APPROACHING THE WORK ZONE FLAGPERSON (NOTE 5) FOR A MINIMUM OF 125 METRES.

6. THE REGULATORY SPEED SIGN USED AT THE 90 m END OF THE WORK ZONE MUST MATCH THE MINIMUM SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. WD-A45 OR TC-17 (NOTE 5) (NOTE 2) TO ONCOMING TRAFFIC *3 MAXIMUM 60 CS-46C FINES TRIPLE *3

WD-A33R

*3

RB-31

*3

WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 10-04-02

Section: LONG DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLAN MANUAL FOR WORK ZONES Subject: TWO LANE HIGHWAY ONE LANE CLOSED MOVING OPERATION TYPICAL PLAN

RB-32 REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE *3 40 - 74 75 - 150 1 TAPER LENGTH MAXIMUM

DISTANCE RB-1 2 5 - 9 10 -15 BETWEENBETWEEN MARKERS 100 (NOTE 6) DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS *3 END OF CS-16 WORK AREA

NOTES:

1. CORRESPONDING TRAFFIC CONTROL DEVICES EXCEPT WD-A33 WILL BE ERECTED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION. DELINEATORS *2

2. TC-17 WILL BE USED WHEN NO FLAGPERSON ON DUTY.

3. FLASHING LIGHT BOARDS SHOULD BE CONSIDERED ON HIGH VOLUME HIGHWAYS. 4. WD-A9 MAY BE REPLACED WITH DELINEATORS *1, *2 IN DAYTIME ONLY.

5. ONE FLAGPERSON IS REQUIRED FOR ALL ACTIVITIES IN WHICH ONE LANE IS AFFECTED BY CONSTRUCTION. ADDITIONAL FLAGPERSONS ARE OPTIONAL. FOR WHEN 70 m TO 150 m TO SE ADDITIONAL FLAGPERSONS REFER TO TCDM 701. FLAGPERSON (NOTE 5) TWO FLAGPERSONS ARE REQUIRED FOR ALL ACTIVITIES IN WHICH BOTH LANES ARE 90 m BEING AFFECTED BY CONSTRUCTION. MINIMUM FLAGPERSON(S) SHALL BE VISIBLE TO THE MOTORISTS APPROACHING THE WORK ZONE WD-A45 OR TC-17 FOR A MINIMUM OF 125 METRES. (NOTE 5) (NOTE 2) 6. THE REGULATORY SPEED SIGN USED AT THE TO ONCOMING TRAFFIC END OF THE WORK ZONE MUST MATCH THE *3 SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. MAXIMUM 60 CS-46C FINES *3 TRIPLE

WD-A33R

*3

RB-31

*3

WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 10-05-01

Section: LONG DURATION WORK

TRAFFIC CONTROL DEVICES TYPICAL PLAN MANUAL FOR WORK ZONES Subject: FOUR LANE HIGHWAY ONE LANE CLOSED STATIONARY OPERATION

TYPICAL PLAN

RB-32

*3 MAXIMUM RB-1 100 (NOTE 1) *3 REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m) END OF CS-16 LANE CLOSURE 1 40 - 74 75 - 150 WORK TAPER LENGTH AREA DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE *1, *2 30 - 89 90 -150 3 BETWEEN SIGNS

DELINEATORS *2

WD-A9

*1, *2 LIGHT BOARD

MAXIMUM 60 CS-46C *3 FINES TRIPLE NOTE:

1. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS WD-A33R TO THE WORK ZONE.

*3

RB-31

*3

WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 10-05-02

Section: LONG DURATION WORK

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: FOUR LANE HIGHWAY MANUAL FOR WORK ZONES ONE LANE CLOSED MOVING OPERATION

TYPICAL PLAN

RB-32

*3

MAXIMUM RB-1 100 (NOTE 1) REGULAR OR WZ 0 - <60 60 - 100 km/h *3 CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH END OF CS-16 DISTANCE WORK 2 5 - 9 10 -15 BETWEENBETWEEN MARKERS AREA DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

DELINEATORS

*1, *2 LIGHT BOARD 90 m MINIMUM

MAXIMUM *3 60 CS-46C FINES TRIPLE

WD-A33R *3 NOTE:

1. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE.

*3 RB-31

WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 10-06-01

Section: LONG WORK DURATION

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: STANDARD FOUR TO TWO LANE TEMPORARY RIGHT CROSSOVER SIGNING

TYPICAL PLAN

WD-A31 NOTES:

1 km 500 m 1. THE SPACING OF THE CHEVRON REMEMBER ALIGNMENT SIGNS (WD-A9) WILL RB-31 TWO WAY BE SUCH THAT THE MOTORIST TRAFFIC 250 m ALWAYS HAS TWO IN VIEW UNTIL NEXT __ km THE CHANGE IN ALIGNMENT WD-A31 300 m WS-53 ELIMINATES THE NEED FOR THE 100 m RB-32 SIGNS. MAXIMUM RB-1 80 2. THE NO PASSING ZONE PAVEMENT MARKINGS ARE THE MINIMUM 100 m 500 m REQUIRED. AN EXTENDED ZONE WD-A5R MAY BE REQUIRED DEPENDING ON VERTICAL ALIGNMENT OF THE 150 m ROADWAYS.

RB-25 RB-24 3. PLACE RAISED PAVEMENT MARKERS THROUGH THE CS-23 TRANSITION FROM FOUR LANE TO

18 m TWO LANE AND EXTEND ALONG RAISED PAVEMENT MARKERS THE CENTRELINE OF THE TWO LANE ROADWAY FOR 1 km. WD-A9 WD-A9 4. THE REGULATORY SPEED SIGN DELINEATORS USED AT THE END OF THE WORK WD-A32 ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. 450 m

WD-A33L

150 m RB-31

200 m

WD-A33L

MAXIMUM 200 m RB-1 800 m (NOTE 4) 100 WD-B3 150 m

1 km RB-32 1000 m

WD-A32

2 km

Date Page 2013-02-22 1 of 1 TCDMWZ 10-06-02

Section: LONG DURATION WORK

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES STANDARD FOUR TO TWO LANE TEMPORARY LEFT CROSSOVER SIGNING

TYPICAL PLAN

REMEMBER NOTES: WD-A31 TWO WAY TRAFFIC 1. THE SPACING OF THE CHEVRON NEXT __ km 300 m ALIGNMENT SIGNS (WD-A9) WILL BE 1 km 500 m WS-53 SUCH THAT THE MOTORIST ALWAYS RB-32 HAS TWO IN VIEW UNTIL THE RB-31 150 m CHANGE IN ALIGNMENT ELIMINATES

350 m MAXIMUM RB-1 THE NEED FOR THE SIGNS. (NOTE 4) WD-A31 100 500 m 2. THE NO PASSING ZONE PAVEMENT 150 m MARKINGS ARE THE MINIMUM RB-24 RB-25 REQUIRED. AN EXTENDED ZONE MAY BE REQUIRED DEPENDING ON VERTICAL ALIGNMENT OF THE CS-23 ROADWAYS. 18 m 3. PLACE RAISED PAVEMENT MARKERS DELINEATORS THROUGH THE TRANSITION FROM FOUR LANE TO TWO LANE AND EXTEND ALONG THE CENTRELINE OF THE TWO LANE ROADWAY FOR RB-32 1 km.

RAISED PAVEMENT MARKERS 4. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE WD-A9 MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE.

WD-A9 WD-A32 150 m

WD-A5L 200 m MAXIMUM 80 RB-1 150 m

WD-A33L 150 m

RB-31 150 m

WD-A33L

200 m 800 m WD-B3

1000 m 1 km

WD-A32

Date 2 km Page 2013-02-22 1 of 1 TCDMWZ 10-07

Section: LONG DURATION WORK

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES SEAL COAT SIGNING

TYPICAL PLAN

RB-32 REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH *3

DISTANCE 5 - 9 10 -15 MAXIMUM 2 BETWEENBETWEEN MARKERS RB-1 DISTANCE 3 30 - 89 90 -150 100 BETWEEN SIGNS (NOTE 4)

*3

END OF CS-16 NOTES: WORK AREA 1. CORRESPONDING TRAFFIC CONTROL DEVICES WILL BE ERECTED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION.

2. THE FOLLOWING SIGNS MAY BE USED IN PLACE OF THE LOOSE STONES SIGN:

ROAD SWEEPER AHEAD CS-42

3. ONE FLAGPERSON IS REQUIRED FOR ALL ACTIVITIES IN WHICH ONE LANE IS BEING AFFECTED BY CONSTRUCTION. ADDITIONAL 70 m TO 150 m FLAGPERSONS ARE OPTIONAL. FOR WHEN TO USE ADDITIONAL FLAGPERSONS REFER TO TCDM 701. FLAGPERSON (NOTE 3) TWO FLAGPERSONS ARE REQUIRED FOR FOR ALL ACTIVITIES IN WHICH BOTH LANES ARE BEING AFFECTED BY CONSTRUCTION. 90 m MIMINUM FLAGPERSON(S) SHALL BE VISIBLE TO THE MOTORISTS APPROACHING THE WORK ZONE FOR A MINIMUM OF 125 METRES. WD-A45 4. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. *3 MAXIMUM 60 CS-46C FINES TRIPLE *3

LOOSE CS-28 STONES *3

RB-31

*3

WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 10-08

Section: LONG DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES SIGNING OF FRESH OIL, PILED, WINDROWED OR LOOSELY SPREAD MATERIAL

TYPICAL PLAN

RB-32

*3 MAXIMUM

REGULAR OR WZ 0 - <60 60 - 100 km/h * SPEED LIMIT km/h (m) RB-1 CODE (m) 100 (NOTE 5) LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH *3

DISTANCE END 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS OF CS-16 WORK DISTANCE 30 - 89 90 -150 AREA 3 BETWEEN SIGNS

DELINEATORS *2 MAXIMUM 90 m MINIMUM 60 CS-46C FINES TRIPLE *3

LOOSE CS-28 STONES (NOTE 4)

NOTES:

1. CORRESPONDING TRAFFIC CONTROL KEEP RIGHT CS-27R DEVICES SHALL BE ERECTED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION. CS-12L CS-12R 2. THE DISTANCE FROM THE LEAD END OF THE PILED OR WINDROWED MATERIAL TO THE BARRICADE SHALL BE DEPENDENT ON THE SPEED OF THE CONTRACTOR’S OPERATION AND THE *1, *2 CS-13 CS-13 ROAD PROFILE. IN NO CASE SHALL THIS DISTANCE BE GREATER THAN 500 m.

3. FLASHING LIGHTS OR DELINEATORS SHALL WD-A9 BE SPACED AT *3 INTERVALS ALONG WINDROW AND FRESH OIL LEFT OVER NIGHT. *3

4. THE FOLLOWING SIGNS MAY BE USED IN PLACE OF THE ROUGH ROAD SIGN: WD-A23L BE PREPARED TO STOP CS-5 FRESH OIL CS-7 LOOSE GRAVEL CS-9 *3 LOOSE STONES CS-28 PAVEMENT ENDS WD-A25 RB-31 5. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUSH MATCH THE SPEED LIMIT THAT WAS *3 POSTED PREVIOUS TO THE WORK ZONE. WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 10-09

Section: LONG DURATION WORK

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES TRUCKS ENTERING HIGHWAY

TYPICAL PLAN

WD-A48R 150 m ROADWAY

HAUL ROUTE

150 m

MAIN

WD-A48L

Date Page 2013-02-22 1 of 1 TCDMWZ 10-10

Section: LONG DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: ADVISORY ALTERNATE ROUTE SIGNS

TYPICAL PLAN

Kelvington 9

49 38

Preeceville

47 9 310 5

Canora

16

HIGHWAY No. 49 150 m ADVISORY ALTERNATIVE ROUTE MAP 150 m AHEAD

HIGHWAY 47 No. CS-19 HIGHWAY No. 5 HWY. 47 TRAFFIC 150 m

CONSTRUCTION AHEAD POSSIBLE

HIGHWAY 47 No. ALTERNATE ROUTES VIA HIGHWAYS APPROACH PREFERRED 49.39 & 5 OR 49.9 & 5 BUT NOT REQUIRED CS-18

(FOR NORTH-BOUND TRAFFIC HWY No'S WILL BE REVERSED) NOTES:

1. THE ALTERNATE ROUTE MAP MAY BE USED WHEN TRAVEL THROUGH THE CONSTRUCTION ZONE CANNOT BE ENSURED AT THE DESIGNATED CLASS OF TRAVEL ACCOMMODATION.

2. THE ALTERNATE ROUTE MAP WILL BE LOCATED SUFFICIENTLY IN ADVANCE OF THE CONSTRUCTION ZONE SO THAT THE MOTORIST CAN USE OTHER NUMBERED ROUTES TO BYPASS THE WORK AREA.

3. THE ALTERNATE ROUTE MAP WILL BE ERECTED IN SUCH A MANNER TO ALLOW VIEWING WITHOUT LEAVING THE VEHICLE.

4. DURING ADVERSE CONDITIONS THAT MAY REQUIRE TRAFFIC TO BE ASSISTED, FLAGPERSONS WILL BE USED TO SUPPLEMENT THE ALTERNATE ROUTE MAP.

5. THE ALTERNATE ROUTE MAP WILL NOT BE REQUIRED ON PROJECTS WHERE THERE ARE NO FEASIBLE ALTERNATE ROUTES.

6. OFFSET 2 m FROM SHOULDER LINE.

Date Page 2013-02-22 1 of 1 TCDMWZ 10-11-01

Section: LONG DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: DETOUR SIGNING MANUAL FOR WORK ZONES TWO LANE HIGHWAY LOCAL ROADSIDE DETOUR

TYPICAL PLAN

RB-32

*3 MAXIMUM RB-1 100 (NOTE 2) *3 CS-23 *2

END CS-78 MAY OF CS-16 ALSO BE USED WORK AREA

WD-A9 *2

CS-11L OR R ROAD CLOSED CS-12L OR R DETOUR CS-12L OR R CS-12L OR R

CS-13 CS-13

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

CS-23 *2 DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 3 30 - 89 90 -150 CS-78 MAY BETWEEN SIGNS ALSO BE USED WD-A9 *2

MAXIMUM 60 CS-46C WD-A43L FINES NOTES: TRIPLE 1. CORRESPONDING TRAFFIC CONTROL *3 DEVICES SHALL BE ERECTED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION. *3 2. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE CS-1 DETOUR MUST MATCH THE SPEED LIMIT THAT *3 WAS POSTED PREVIOUS TO THE WORK ZONE. *3 RB-31

*3 WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 10-11-02

Section: LONG DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: DETOUR SIGNING MANUAL FOR WORK ZONES EXTENSIVE DETOUR COMPLETE EXCLUSION OF TRAFFIC

TYPICAL PLAN

DETOUR WD-A44 DETOUR WD-A44 END IB-2A DETOUR CS-3 14 125 m 14 IB-2A ID-B8R *3 *3 ID-B7

DETOUR WD-A44

IB-2A RS-26 TWO BARRICADES 14 AND CS-11 *3 CS-12L ROAD ID-B8L CS-12L CLOSED CS-12R DETOUR WD-A44 CONSTRUCTION 14 IB-2A CS-33 CS-13 CS-13 ID-B5L

TWO BARRICADES AND RS-26 (ROAD CLOSED)

CONSTRUCTION DETOUR WD-A44 DETOUR DETOUR WD-A44 DETOUR DETOUR IB-2A CS-33 14 IB-2A 14 14 14 14 ID-B7

ID-B8R ID-B5L ID-B8L

*3 *3 TWO *3 NOTE: BARRICADES 1. CORRESPONDING TRAFFIC CONTROL DEVICES AND CS-11R SHALL BE ERECTED FOR TRAFFIC TRAVELLING *3 IN THE OPPOSITE DIRECTION.

BARRICADE AHEAD WD-A1R

CS-11R REGULAR OR WZ 0 - <60 60 - 100 km/h *3 CS-2 * CS-12L ROAD CLOSED CODE SPEED LIMIT km/h (m) (m) DETOUR LANE CLOSURE 40 - 74 75 - 150 CS-12L 1 TAPER LENGTH DETOUR CS-12R DISTANCE 5 - 9 10 -15 *3 2 BETWEENBETWEEN MARKERS CS-1 ROAD CLOSED DETOUR DISTANCE 3 30 - 89 90 -150 CS-13 CS-13 BETWEEN SIGNS *3 CS-11R

CONSTRUCTION

CS-33

Date Page 2013-02-22 1 of 1 TCDMWZ 10-11-03

Section: LONG DURATION WORK

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES ROAD CLOSED

TYPICAL PLAN

(NOTE 5) REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

NOTES:

1. CORRESPONDING TRAFFIC CONTROL DEVICES WILL BE ERECTED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION. RS-26 CS-12R 2. ADVANCE WARNING OF THE WORK ZONE CAN ROAD BE PROVIDED BY USING TCDM 10-10 & 10-11-02. CS-12R CLOSED CS-12L 3. THE BARRICADE STAND MAY BE REPLACED BY INDUSTRY STANDARD WATER/SAND FILLED OR CONCRETE BARRIER STANDS TO MAKE A STANDARD BARRICADE. (NOTE 5) CS-13 CS-13 RS-26 4. A FLASHING LIGHT MAY BE PLACED ABOVE THE CS-12R CS-33, CS-2 STANDARD BARRICADE, CONCRETE ROAD CS-12R BARRIER OR WATER/SAND FILLED BARRIERS CLOSED DURING HOURS OF DARKNESS. CS-12L

5. THE DISTANCE BETWEEN BARRICADES WILL BE DEPENDENT ON ROADWAY GEOMETRICS AND/OR GEOGRAPHIC LOCATION. *3 CS-13 CS-13

BARRICADE CS-2 AHEAD

*3

CONSTRUCTION CS-33

Date Page 2013-02-22 1 of 1 TCDMWZ 10-13-01

Section: LONG DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: PAVEMENT EDGE DROP-OFF TRAVELLED WAY

TYPICAL PLAN

WD-A49

NOTES:

1. INSTALL WD-A49 SIGNS AT INTERVALS OF 3 km OR LESS.

2. DELINEATE PAVEMENT DROP-OFF WHEN DROP-OFF EXCEEDS 60 mm. INSTALL DELINEATORS ON THE TRAVELLED WAY AT EDGE OF DROP-OFF AND AT INTERVALS OF *3.

DELINEATORS * 3 SPACING REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

WD-A49

Date Page 2013-02-22 1 of 1 TCDMWZ 10-13-02

Section: LONG DURATION WORK

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: PAVEMENT EDGE DROP-OFF CENTRELINE

TYPICAL PLAN

RB-32 WD-A49

90 TO 150 m

RB-31

NOTES: DELINEATORS 1. INSTALL WD-A49 SIGNS AT INTERVALS OF 3 km * 3 SPACING OR LESS.

2. DELINEATE PAVEMENT DROP-OFF WHEN DROP-OFF EXCEEDS 60 mm. INSTALL DELINEATORS ON THE TRAVELLED WAY AT EDGE OF DROP-OFF AND AT INTERVALS OF *3. RB-31

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m) 90 LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH TO 150 m DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

WD-A49 RB-32

Date Page 2013-02-22 1 of 1 TCDMWZ 11-02

Section: PAVEMENT MARKING TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject:

MANUAL FOR WORK ZONES MATRIX

Plan

Traffic

Accommodation

TCDM 11-03-02 TCDM

TCDM 11-03-02 TCDM

TCDM 11-03-01 TCDM

TCDM 11-06 TCDM

TCDM 11-15 TCDM

TCDM 11-04 TCDM

TCDM 11-03-02 TCDM

TCDM 11-03-01 TCDM

TCDM 11-03-01 TCDM

TCDM 11-15 TCDM

TCDM 11-04 TCDM

TCDM 11-03-02 TCDM

TCDM 11-03-01 TCDM

TCDM 11-03-02 TCDM

TCDM 11-03-01 TCDM

Matrix

Description

Pavement Marking Traffic Accommodation

2 workers measure the road in front of the unit, one marks the centre. the marks one unit, the of front in road the measure workers 2

road surface directly in front of the vehicle. the of front in directly surface road

The truck straddles centreline while the driver guides 1 or 2 workers placing marks on the on marks placing workers 2 or 1 guides driver the while centreline straddles truck The

Generally done with 2-3 workers with one truck. one with workers 2-3 with done Generally

clearly.

missing due to maintenance patching or where lines are too dim for the striper driver to see to driver striper the for dim too are lines where or patching maintenance to due missing

Brightening is manual premarking that is done where short sections of existing line are line existing of sections short where done is that premarking manual is Brightening

shoulders allow. shoulders

Truck straddles centreline, traffic is passed to the left on narrow roads, to the right if right the to roads, narrow on left the to passed is traffic centreline, straddles Truck

Premarking performed by a unit equipped with a closed circuit television system. television circuit closed a with equipped unit a by performed Premarking

Work zones are the same as for manual premarking. manual for as same the are zones Work

and flushing operations to provide temporary delineation until a road is striped. is road a until delineation temporary provide to operations flushing and

Temporary raised pavement markers (TRPM’s) are placed on existing lines prior to sealing to prior lines existing on placed are (TRPM’s) markers pavement raised Temporary

Ametres. 300 every split generally is road

The road surface is measured (split) to obtain centre. obtain to (split) measured is surface road The

Done prior to manual premarking. manual to prior Done

Work zones are identical to manual premarking. manual to identical are zones Work

Removal of existing pavement markings. pavement existing of Removal

Transit operator always faces traffic. faces always operator Transit

Work is done between 2 units. 2 between done is Work

Passing lane is closed. is lane Passing

passing would be to the left. the to be would passing

Traffic is passed to the right, unless there is no shoulder or shoulder is soft, in which case which in soft, is shoulder or shoulder no is there unless right, the to passed is Traffic

metres.

equipped with lightboards, the distance between the units is generally never more than 300 than more never generally is units the between distance the lightboards, with equipped

The crew sets up a maximum 3 km work zone and works on centreline between 2 units 2 between centreline on works and zone work km 3 maximum a up sets crew The

Asplits. the between transit a with in run then is line

The road is split to find centre every 200 to 300 metres. 300 to 200 every centre find to split is road The

follow.

Performed prior to road marking in areas where there is no existing line for the striper to striper the for line existing no is there where areas in marking road to prior Performed

§

§

§

§

§

§

§

§

§

§

§

§

§

§

§

§

§

§

§

§

§

Brightening

Premarking

Automated

Placement

TRPM

Splitting

Erasing

4-Lane

Premarking

Manual

– 2-lane

Premarking

Manual

Activity

Marking Pavement

Date Page 2013-02-22 1of3 TRAFFIC CONTROL D EVICES M ANUAL FOR WORK ZONES TCDMWZ 11-02

Section: PAVEMENT MARKING Subject: TYPICAL PLANS MATRIX TCDM 11-04 TCDM 11-15 TCDM 11-08-01 TCDM 11-08-02 TCDM 11-09 TCDM 11-10-01 TCDM 11-10-02 TCDM 11-15 TCDM 11-12 TCDM 11-13 Pavement Marking Traffic Accommodation Summary Involves painting arrows in the driving and turning lanes at flared intersections, bypass lanes, and turning lanes on 2 4 lane highways. Uses a minimum of 2 people working between trucks equipped with light boards. is passed to the right when arrows are painted in driving lane. Traffic Painting of stop bars at locations where Stop signs are located. As this is a stop condition no extra signing required, lane closed with truck. A minimum of 2 people, one person is designated signaller. Uses a minimum of 2 people. On a 2 lane highway the is closed using truck with light board and flagperson. cones. 4 lane highways are painted closing the with a truck and traffic Involves the painting of transverse yellow crosshatch bars at 2 lane to 4 transitions and channelized intersections. 3 – 4 workers, one worker is designated signaller. 60 cm bars marked on the shoulder of road. Transverse of locations where shoulder width narrows by .6 metres and the sight distance in Warn advance of this transition is less than 500 metres. Lane adjacent to curb is closed by truck with light board. § § § § § § § § § § § § § Premarking Intersections Premarking Medians Pavement Signs at Intersections Pavement Signs – Stop Bars Pavement Signs – R.W. Crossing Bars & X-Walks Pavement Signs – Painted Medians Bridge Markings Curb Painting

Page Date 2 of 3 2013-02-22 TRAFFIC CONTROL D EVICES M ANUAL FOR WORKZONES TCDMWZ 11-02

Section: PAVEMENT MARKING Subject: TYPICAL PLANS MATRIX The operator will proceed per the guidelines outlined in the task description. TCDM 11-11-02 TCDM 11-14-01 TCDM 11-14-02 § TCDM 11-11-01 TCDM 11-11-03 Pavement Marking Traffic Accommodation Summary Is the continuation of edge line marking from a highway to another highway or intersecting Done prior to striping. Pilot vehicle maintains a distance between the striper that allows the paint to dry to a Traffic is directed into free lane. A car equipped with a500 DMI and m a of lightbar sight is distanceThe is used operator to not ensures establish available that and areas the where require vehiclemetres, barrier a if when lines. minimum stopped not of is a always warning visibleWhenever vehicle for possible is a this used. minimum operation of will 300 be done in conjunction with premarking. road. The original marking is donetypeunitoragunmountedona1tonautomatedpremarkingunit. with the striping unit, restripingMay is require done the by unit using to auntil paint small traffic against push conditions traffic, allow. in whichAn case accompanying the unit operator with does an not operatortraffic. proceed is placed on the intersectingYellow roadway 4 to signal lane wraps are always marked in the direction of traffic trackfree state. Traffic is passed to the right if shoulders allow otherwise to the left when safe. § § § § § § § § § § § § Edge Line Wraps Establi shi ng No Passing Zones Striping 2-lane Striping 4-lane

Page Date 3 of 3 2013-02-22 TCDMWZ 11-03-01

Section: PAVEMENT MARKING

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES MANUAL PREMARKING, TRPM’s BRIGHTENING & SPLITTING TWO LANE HIGHWAY

TYPICAL PLAN MAXIMUM RB-1 100 (NOTE 1)

*3

WD-A41 END OF CS-16 WORK AREA WD-A41T WORKERS PRESENT *3

MAXIMUM CS-46C 60 FINES NOTES: TRIPLE 90 m MINIMUM 1. SUPPLEMENTARY SIGNS: YIELD TO ONCOMING TRAFFIC (TC-17)

2. IF SHOULDER IS SOFT OR THERE IS NO SHOULDER, THE UNIT MAY MOVE TO THE RIGHT AND TRAFFIC MUST PASS TO THE LEFT.

3. THE REGULATORY SPEED SIGN USED AT FRONT FACING THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. OR 3 km REAR FACING MAXIMUM

FRONT FACING REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 OR 1 TAPER LENGTH

DISTANCE 2 5 - 9 10 -15 BETWEENBETWEEN MARKERS REAR FACING DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS 90 m MINIMUM MAXIMUM 60 CS-46C FINES TRIPLE

*3

END OF CS-16 WORK WD-A41 AREA

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 11-03-02

Section: PAVEMENT MARKING

TRAFFIC CONTROL DEVICES TYPICAL PLANS

MANUAL FOR WORK ZONES Subject: MANUAL PREMARKING, TRPM’s BRIGHTENING & SPLITTING FOUR LANE HIGHWAY

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 1)

*3

END OF CS-16 WORK AREA

*3 TRUCK MOUNTED LIGHT BOARDS

FRONT FACING REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 1 40 - 74 75 - 150 TAPER LENGTH REAR FACING DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS TRUCK MOUNTED LIGHT BOARDS

3 km FRONT FACING MAXIMUM

REAR FACING

90 m MINIMUM NOTES: MAXIMUM 1. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE CS-46C SPEED LIMIT THAT WAS POSTED PREVIOUS 60 TO THE WORK ZONE. FINES 2. WHEN WORKERS ARE NOT PRESENT AND TRIPLE THERE ARE HAZARDS THAT REQUIRE DRIVERS *3 TO REDUCE THEIR SPEED REPLACE:

WD-A33L

*3

WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 11-04

Section: PAVEMENT MARKING

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: PREMARKING AT INTERSECTIONS

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 1) *3 END OF WD-A41 WORK CS-16 AREA WD-A41T WORKERS PRESENT *3

MAXIMUM CS-46C 60 REGULAR OR WZ 0 - <60 60 - 100 km/h FINES * TRIPLE CODE SPEED LIMIT km/h (m) (m) LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

TRUCK MOUNTED LIGHT BOARDS

FRONT FACING

REAR FACING

TRUCK MOUNTED LIGHT BOARDS

FRONT FACING

NOTE:

1. THE REGULATORY SPEED SIGN USED AT REAR FACING THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE.

MAXIMUM CS-46C 90 m 60 FINES MINIMUM TRIPLE

END OF WD-A41 CS-16 WORK *3 AREA WORKERS PRESENT WD-A41T MAXIMUM RB-1 *3 (NOTE 1) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 11-06

Section: PAVEMENT MARKING TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: MANUAL FOR WORK ZONES AUTOMATED PREMARKING

TYPICAL PLAN

TRUCK MOUNTED LIGHT BOARDS

FRONT FACING

REAR FACING

NOTE:

1. THE REAR FACING LIGHT BOARDS MAY INDICATE FLASHING CHEVRONS TO THE RIGHT WHERE SHOULDER WIDTH PERMITS PASSING ON THE RIGHT.

PILOT VEHICLE IS EITHER IN FRONT OF OR BEHIND DEPENDING ON WORK CONDITIONS.

TRUCK MOUNTED LIGHT BOARDS

FRONT FACING

REAR FACING

PASS WHEN SAFE CS-43

Date Page 2013-02-22 1 of 1 TCDMWZ 11-08-01

Section: PAVEMENT MARKING TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: PAVEMENT SIGNS AT MANUAL FOR WORK ZONES INTERSECTIONS 2 LANE TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 2)

*3 END OF CS-16 WD-A41 WORK AREA

WORKERS WD-A41T PRESENT *3

MAXIMUM CS-46C 60 FINES TRIPLE

* REGULAR OR WZ 0 - <60 60 - 100 km/h CODE SPEED LIMIT km/h (m) (m) TRUCK MOUNTED LANE CLOSURE 40 - 74 75 - 150 LIGHT BOARDS 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS FRONT FACING

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

WD-A41 WITH REAR FACING

TRUCK MOUNTED LIGHT BOARDS

FRONT FACING

NOTES:

1. THE REAR FACING LIGHT BOARDS MAY REAR FACING INDICATE SEQUENTIAL CHEVRONS TO THE RIGHT WHERE A LANE OR SHOULDER WIDTH PERMITS PASSING ON THE RIGHT.

2. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. MAXIMUM CS-46C 90 m 60 MINIMUM FINES TRIPLE

END OF *3 WD-A41 CS-16 WORK AREA WORKERS PRESENT WD-A41T

MAXIMUM RB-1 *3 (NOTE 2) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 11-08-02

Section: PAVEMENT MARKING

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: PAVEMENT SIGNS AT MANUAL FOR WORK ZONES INTERSECTIONS 4 LANE

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 2)

*3

END OF WORK CS-16 AREA

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

TRUCK MOUNTED LIGHT BOARDS

FRONT FACING

NOTES: REAR FACING

1. FOUR LANE LEFT TURN LANE MOVE TRUCKS TO LEFT SIDE AND SIGN AS REQUIRED. 2. THE REGULATORY SPEED SIGN USED TRUCK MOUNTED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT LIGHT BOARDS WAS POSTED PREVIOUS TO THE WORK ZONE. FRONT FACING

REAR FACING

90 m MINIMUM MAXIMUM 60 CS-46C FINES TRIPLE *3

WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 11-09

Section: PAVEMENT MARKING

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: PAVEMENT SIGNS - STOP BARS

TYPICAL PLAN

RA-1

Traffic Observer RA-1

TRUCK MOUNTED LIGHT BOARDS

NOTES: REAR FACING* 1.THE LIGHT BOARD MAY BE USED TO DIRECT TRAFFIC TO PASS ON THE LEFT OR RIGHT DEPENDING ON TRAFFIC VOLUMES AND ROADWAY WIDTHS.

2. WD-A45 FLAGPERSON AHEAD FRONT FACING* SIGN AND CS-46C “REGULATORY SPEED SIGN WITH FINES TRIPLE TAB” IS REQUIRED IF FLAGPERSON INCLUDED. * NOTICE: TRUCK IS FACING ONCOMING TRAFFIC

Date Page 2013-02-22 1 of 1 TCDMWZ 11-10-01

Section: PAVEMENT MARKING TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: PAVEMENT SIGNS - RAILROAD CROSSING BARS & CROSSWALKS

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 2)

*3

END OF CS-16 WD-A41 WORK AREA

WD-A41T WORKERS PRESENT *3 REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

MAXIMUM LANE CLOSURE 1 40 - 74 75 - 150 CS-46C 60 TAPER LENGTH DISTANCE FINES 2 5 - 9 10 -15 TRIPLE 90 m BETWEENBETWEEN MARKERS MINIMUM DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

TRUCK MOUNTED LIGHT BOARDS NOTES: 1. ONE FLAGPERSON IS REQUIRED FOR ALL FRONT FACING ACTIVITIES IN WHICH ONE LANE IS BEING AFFECTED BY CONSTRUCTION. ADDITIONAL FLAGPERSONS ARE OPTIONAL. FOR WHEN TO USE ADDITIONAL FLAGPERSONS REFER TO TCDM 701. REAR FACING TWO FLAGPERSONS ARE REQUIRED FOR 70 m ALL ACTIVITIES IN WHICH BOTH LANES ARE BEING AFFECTED BY TO CONSTRUCTION. 150 m FLAGPERSON(S) SHALL BE VISIBLE TO FLAGPERSON (NOTE 1) THE MOTORISTS APPROACHING THE WORK ZONE FOR A MINIMUM OF 90 m 125 METRES. MINIMUM 2. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST WD-A45 MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. *3

MAXIMUM 60 CS-46C FINES TRIPLE *3

END OF WD-A41 CS-16 WORK AREA WORKERS WD-A41T *3 PRESENT

MAXIMUM RB-1 (NOTE 2) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 11-10-02

Section: PAVEMENT MARKING TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: FOUR LANE HIGHWAY ONE LANE CLOSED

TYPICAL PLAN

RB-32

*3

MAXIMUM RB-1 100 (NOTE 2) *3 END OF WORK CS-16 AREA REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH TRUCK MOUNTED LIGHT BOARDS DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS FRONT FACING DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS REAR FACING

70 m TO 150 m (NOTE 1)

FLAGPERSON (NOTE 1)

*1,*2

LIGHT BOARD

90 m NOTES: MINIMUM WD-A45 1. THE WD-A45, FLAGPERSON, AND THE (NOTE 1) 70 TO 150 METRE SPACE ARE OPTIONAL.

IF A FLAGPERSON IS USED, THE FLAGPERSON SHALL BE VISIBLE TO THE MOTORIST *3 APPROACHING THE WORK ZONE FOR A MAXIMUM MINIMUM OF 125 METRES. 60 CS-46C IF A FLAGPERSON IS NOT PRESENT OR ENGAGED, THE WD-A45 SIGN SHALL BE FINES REMOVED OR COVERED. *3 TRIPLE

2. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST WD-A33R MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. (OR WD-A33L) *3

RB-31 *3

WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 11-11-01

Section: PAVEMENT MARKING

TRAFFIC CONTROL DEVICES TYPICAL PLANS

MANUAL FOR WORK ZONES Subject: STRIPING TWO LANE HIGHWAY

TYPICAL PLAN

TRUCK MOUNTED LIGHT BOARDS

FRONT FACING

REAR FACING

NOTE:

1. THE REAR FACING LIGHT BOARDS MAY INDICATE SEQUENTIAL CHEVRONS TO THE RIGHT WHERE SHOULDER WIDTH PERMITS PASSING ON THE RIGHT.

30 m MINIMUM

TRUCK MOUNTED LIGHT BOARDS

REAR FACING

WET PAINT CS-50

Date Page 2013-02-22 1 of 1 TCDMWZ 11-11-02

Section: PAVEMENT MARKING

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: STRIPING FOUR LANE HIGHWAY

TYPICAL PLAN

NOTE:

1. LANE LINE WILL BE MARKED WITH THE STRIPER AND PILOT TRUCK IN THE LEFT LANE WHENEVER POSSIBLE

TRUCK MOUNTED LIGHT BOARDS

REAR FACING

30 m MINIMUM

TRUCK MOUNTED LIGHT BOARDS

REAR FACING

WET PAINT CS-50

Date Page 2013-02-22 1 of 1 TCDMWZ 11-11-03

Section: PAVEMENT MARKING TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: ESTABLISHMENT OF NO PASSING ZONES WITH PILOT VEHICLE

TYPICAL PLAN

TRUCK MOUNTED LIGHT BOARDS

NOTE: REAR FACING

1. THE REAR FACING LIGHT BOARDS MAY INDICATE SEQUENTIAL CHEVRONS TO THE RIGHT WHERE SHOULDER WIDTH PERMITS PASSING ON THE RIGHT.

30 m MINIMUM

TRUCK MOUNTED LIGHT BOARDS

FRONT FACING

REAR FACING

Date Page 2013-02-22 1 of 1 TCDMWZ 11-12

Section: PAVEMENT MARKING TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: PAVEMENT SIGNS - BRIDGE MARKINGS

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 1)

*3

END WD-A41 OF WORK CS-16 AREA WD-A41T WORKERS PRESENT *3

MAXIMUM CS-46C 60 FINES 90 m TRIPLE MINIMUM

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE TRAFFIC OBSERVER 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 3 30 - 89 90 -150 BETWEEN SIGNS TRUCK MOUNTED LIGHT BOARDS

NOTE: FRONT FACING 1. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. REAR FACING

90 m MINIMUM MAXIMUM 60 CS-46C FINES TRIPLE *3

END OF CS-16 WORK WD-A41 AREA

*3 WORKERS PRESENT WD-A41T MAXIMUM RB-1 (NOTE 1) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 11-13

Section: PAVEMENT MARKING TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: PAVEMENT SIGNS - CURBING

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 1)

*3

END OF CS-16 WORK AREA

*3

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS TRUCK MOUNTED LIGHT BOARDS DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS FRONT FACING

REAR FACING

NOTE:

1. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST TRUCK MOUNTED MATCH THE SPEED LIMIT THAT WAS LIGHT BOARDS POSTED PREVIOUS TO THE WORK ZONE. FRONT FACING

REAR FACING

90 m MINIMUM

MAXIMUM 60 CS-46C FINES *3 TRIPLE

WD-A33L (OR WD-A33R)

*3

WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 11-14-01

Section: PAVEMENT MARKING TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: MANUAL FOR WORK ZONES WRAP - 2 LANE

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 2)

*3

WD-A41 END OF WORK CS-16 WORKERS AREA WD-A41T PRESENT

*3

MAXIMUM CS-46C 60 FINES TRIPLE 90 m TRUCK MOUNTED REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m) MINIMUM LIGHT BOARDS LANE CLOSURE 1 40 - 74 75 - 150 TAPER LENGTH FRONT FACING DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS REAR FACING *3

*3 TRUCK MOUNTED NOTES: LIGHT BOARDS 1. A HAND UNIT MAY BE SUBSTITUTED FOR THE MARKING UNIT. FRONT FACING 2. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. REAR FACING 90 m MINIMUM MAXIMUM END CS-46C OF 60 CS-16 WORK FINES AREA TRIPLE

*3 *3

MAXIMUM WD-A41 RB-1 (NOTE 2) 100 WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 11-14-02

Section: PAVEMENT MARKING

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES WRAPS - 4 LANE HIGHWAY

TYPICAL PLAN

TRUCK MOUNTED LIGHT BOARDS

REAR FACING

FRONT FACING

TRUCK MOUNTED LIGHT BOARDS

FRONT FACING

NOTE: REAR FACING

1. IF THIS OPERATION IS DONE MANUALLY (WITH X-HATCH MACHINE), WORK ZONE SIGNS REQUIRED.

Date Page 2013-02-22 1 of 1 TCDMWZ 11-15

Section: PAVEMENT MARKING TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: PAVEMENT SIGNS - PAINTED MEDIANS

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 2)

*3

END OF CS-16 WD-A41 WORK AREA WD-A41T WORKERS PRESENT *3

MAXIMUM 60 CS-46C REGULAR OR WZ 0 - <60 60 - 100 km/h FINES CODE* SPEED LIMIT km/h (m) (m) TRIPLE 90 m LANE CLOSURE 1 40 - 74 75 - 150 MINIMUM TAPER LENGTH DISTANCE 2 5 - 9 10 -15 TRUCK MOUNTED BETWEENBETWEEN MARKERS DISTANCE LIGHT BOARDS 30 - 89 90 -150 3 BETWEEN SIGNS REAR FACING

FRONT FACING

TRAFFIC OBSERVER (STAYS WITH MACHINE)

NOTES: TRUCK MOUNTED 1. MEDIAN AREA SHOULD BE DELINEATED LIGHT BOARDS WITH TRAFFIC CONES. REAR FACING 2. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. FRONT FACING 90 m MINIMUM

MAXIMUM 60 CS-46C FINES TRIPLE

*3

END OF WD-A41 CS-16 WORK AREA WORKERS WD-A41T PRESENT *3

MAXIMUM RB-1 (NOTE 2) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 12-01

Section: TESTING SERVICES TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: INTRODUCTION

This section contains written guidelines and typical plans for traffic control for Testing Services crews. The guidelines are flexible and should be followed to the extent that is possible to do so for the sake of consistency and uniformity and modified to the extent necessary to achieve optimum traffic control and safety.

While the following plans provide guidelines for the application of work zone signing for Testing Services crews, they are not a substitute for good judgment. These guidelines are directed to the safe and expeditious movement of traffic through work zone and workers safety. Adverse environmental, climactic, highway alignment and topography are conditions that would require enhanced work zone signing.

When work is performed under normal conditions, the degree of risk to motorists and workers is determined by the position of crews and equipment in relation to the road surface, time required performing the task and the traffic volumes.

It is emphasized that these are guidelines for typical situations and that additionalor other protection must be provided when unusual complexities and hazards prevail. It is also vital that crewmembers watch out for each other and that at least one member of the crew is always watching the traffic around them.

Date Page 2013-02-22 1 of 1 Date

RFI OTO DEVICES CONTROL TRAFFIC AULFRWR ZONES WORK FOR MANUAL

2013-02-22

Traffic Accommodation No. Description Testing Activities Plan 2-Lane 4-Lane Shoulder Short Duration Work - Activity occurs on or adjacent to a highway, during normal working hours, for up to one day. 1. A lane of highway is closed in order to perform the activity. Temporary signs are · bridge deck surveys 12-03 12-05 9-03 erected and the work area may be coned off. On two-lane roads, a safety truck · walking profile measurements or parked in the closed lane, equipped with rotating lights or a light board in caution · special concentrated coring 12-04 mode, and a flagperson are used to control traffic and protect the workers. Highways · deflection bowl Benkelman Beam with higher traffic volumes or with restricted sight distances use a second flagperson · special Benkelman Beam to control traffic from the other direction. On four-lane roads, a safety truck parked in · installing traffic counting equipment the closed lane, equipped with rotating lights or a light board in arrow mode, and an · installing thermisters optional flagperson are used to control traffic and protect the workers. · reading slope indicators on bridges · painting special test sections · geotechnical drilling · truck traffic studies 2. Activity occurs 2 to 10 m from the edge of the road. Temporary signs are erected. · reading slope indicators on shoulders 9-02 9-02 9-02 The testing vehicle is either parked on the shoulder or off of the road surface with a · soil sampling with the auger drill rotating light on. · traffic counter repairs · geotechnical drilling

Subject: Brief Duration Work - Activity occurs on a highway, during normal working hours, for a period of less than 15 minutes at a time. Section: 3. The testing activity moves along quickly over an extended length of highway (up to 20 · general coring 9-02 9-02 9-02 km). The lane is temporarily closed to perform the task, which usually takes less than · soil sampling with the auger drill 15 minutes to complete. On two-lane roads, a safety truck parked in the shoulder, · subgrade testing equipped with rotating lights and the applicable signage, and a flagperson are used to · centerline traffic counts control traffic and protect the workers. Highways with higher traffic volumes or with restricted sight distances use a second flagperson to control traffic from the other direction. On four-lane roads, a safety truck parked in the shoulder, equipped with rotating lights and the applicable signage, and an optional flagperson are used to control traffic and protect the workers.

TESTING SERVICES

MATRIX

YIA PLANS TYPICAL Moving Operations - Activity either occurs for less than a minute at one location or continuously moves along at a slow speed. 4. The testing activity proceeds rapidly over an extended length of highway (up to 40 · skeleton Benkelman Beam 9-02 9-02 9-02 km). The lane is temporarily blocked by the testing vehicle to perform the task, which · concentrated Benkelman Beam usually takes less than 15 seconds to complete. A safety truck, with appropriate lights and signage, follows the testing vehicle on the shoulder watching for traffic and 12-02 TCDMWZ provides an early warning for the public and if required, to the workers.

1 of 2 1 of TRAFFIC CONTROL D EVICES M ANUAL FOR WORK ZONES TCDMWZ 12-02

Section: TESTING SERVICES Subject: TYPICAL PLANS MATRIX Plan None None None None NoneNone None None None None None None Traffic Accommodation 2-Lane 4-Lane Shoulder traffic counter servicing data collection box servicing manual traffic surveys reading off-road slopegeotechnical indicators drilling soil sampling with thehigh-speed auger profiler drill skid resistance testing moving equipment on orplacing off temporary the traffic road traffic repairs counters counter speed surveys special section painting Benkelman Beam pre-marking road inspections road-top hazard removal using mobile communication road inspections reviewing information writing notes · · · · · · · · · · · · · · · · · · · · vehicles use rotatingbeyond lights. 10 m This but also the includes testing situations vehicle where may the be workers parked are on the shoulder. 80 kph. The testing vehicles use flashingenter the or rotating driving lanesit lights. is for safe usually to lesswaits do than for so 15 a and seconds. break thererotating in is light. The the no action traffic oncoming only to traffic. occurs continue when the In operation. heavy traffic, The the testing worker vehicle simply uses a attend to a taskinstead within of the the vehicle. shoulderflashers whenever as An possible. a attempt minimum. must The be testing made to vehicle use uses an four-way approach No.Other Work - Activity5. occurs anywhere within the The highway testing right-of-way activity but is does beyond not 10 disrupt m traffic from flow. the edge of the road surface. The testing 6. The testing activity7. continuously moves along the The highway activity at involves speeds stopping between Description on 50 the and shoulder and having a worker or a vehicle briefly 8. The activity involves stopping a vehicle on the shoulder for a short period of time to Testing Activities

Page Date 2 of 2 2013-02-22 TCDMWZ 12-03

Section: TESTING SERVICES

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: SHORT DURATION WORK TWO LANE HIGHWAY AADT <1000

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 5)

*3

WD-A41 END OF CS-16 WORK WORKERS AREA WD-A41T PRESENT *3

MAXIMUM CS-46C 60 FINES 90 m MINIMUM REGULAR OR WZ 0 - <60 60 - 100 km/h TRIPLE CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 1 40 - 74 75 - 150 *1 TAPER LENGTH DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE NOTES: 30 - 89 90 -150 3 BETWEEN SIGNS 1. A SAFETY TRUCK WITH ROTATING LIGHTS OR A *2 SIGN BOARD IN CAUTION MODE IS USED IN CLOSED LANE NEAR FLAGPERSON.

2. OPTIONAL CONES MAY BE PLACED AROUND WORK AREA AT *1 AND *2 SPACING. 70 m TO 150 m 3. ONE FLAGPERSON IS REQUIRED FOR ALL ACTIVITIES IN WHICH ONE LANE IS BEING AFFECTED BY CONSTRUCTION. ADDITIONAL FLAGPERSONS ARE OPTIONAL.FOR WHEN TO USE ADDITIONAL FLAGPERSONS REFER TO TCDM 701. *1

TWO FLAGPERSONS ARE REQUIRED FOR ALL ACTIVITIES IN WHICH BOTH LANES ARE FLAGPERSON (NOTE 3) AFFECTED BY CONSTRUCTION.

FLAGPERSON(S) SHALL BE VISIBLE TO THE 90 m MOTORIST APPROACHING THE WORK ZONE MINIMUM FOR A MINIMUM OF125 METRES. TC-17 4. TC-17 WILL BE USED WHEN NO FLAGPERSON WD-A45 OR ON DUTY. (NOTE 4)

5. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE TO ONCOMING SPEED LIMIT THAT WAS POSTED PREVIOUS TO *3 TRAFFIC THE WORK ZONE. MAXIMUM 60 CS-46C FINES TRIPLE *3

END WD-A41 OF CS-16 WORK AREA *3 WORKERS PRESENT WD-A41T MAXIMUM RB-1 (NOTE 5) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 12-04

Section: TESTING SERVICES

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: SHORT DURATION WORK TWO LANE HIGHWAY AADT >1000

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 3)

*3 WD-A41 END OF CS-16

WORKERS WORK WD-A41T PRESENT AREA *3 MAXIMUM CS-46C 60 FINES REGULAR OR WZ 0 - <60 60 - 100 km/h TRIPLE *3 CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE WD-A45 2 5 - 9 10 -15 90m MINIMUM BETWEENBETWEEN MARKERS DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS FLAGPERSON 70 m TO 150 m

*1

*2

NOTES:

1. A SAFETY TRUCK WITH ROTATING LIGHTS OR A 70 m TO 150 m SIGN BOARD IN CAUTION MODE IS USED IN CLOSED LANE NEAR FLAGPERSON.

2. OPTIONAL CONES MAY BE PLACED AROUND WORK AREA AT *1 AND *2 SPACING. *1 3. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE FLAGPERSON SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. 90 m MINIMUM

WD-A45

*3 MAXIMUM 60 CS-46C FINES TRIPLE *3 END OF CS-16 WORK AREA WD-A41 *3 MAXIMUM WORKERS WD-A41T RB-1 PRESENT (NOTE 3) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 12-05

Section: TESTING SERVICES

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: SHORT DURATION WORK FOUR LANE HIGHWAY

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 4)

*3

END OF CS-16 WORK AREA

*1 REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE *2 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS NOTES:

1. A SAFETY TRUCK WITH ROTATING LIGHTS OR A SIGN BOARD IN ARROW MODE IS USED IN CLOSED LANE NEAR FLAGPERSON. 70 m TO 150 m

2. OPTIONAL CONES MAY BE PLACED AROUND WORK AREA AT *1 AND *2 SPACING.

3. FLAGPERSON AND WD-A45 ARE OPTIONAL.

4. THE REGULATORY SPEED SIGN USED *1 AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. FLAGPERSON (NOTE 3) 5. WHEN WORKERS ARE NOT PRESENT AND THERE ARE HAZARDS THAT REQUIRE DRIVERS TO REDUCE THEIR SPEED REPLACE: 90 m MINIMUM WD-A45 (NOTE 3)

*3 MAXIMUM 60 CS-46C FINES *3 TRIPLE

WD-A33R OR *3 WD-A33L

WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 RFI OTO DEVICES CONTROL TRAFFIC AULFRWR ZONES WORK FOR MANUAL

Date

2013-02-22

No. Type of Activity Description Traffic Activities Accommodation Plan 1. Continuous slow This activity continuously moves along the 13-03 <1000/2 lane · establishing PIs and POTs for preliminary moving activities highway at less than 10 km/h. Workers will be 13-04 >1000/2 lane surveys and construction surveys along road surface present on the road surface. Vehicles shall use 13-05 4 Lane · offsetting POTs for preliminary surveys and (<10 km/h). an amber flashing light. construction surveys No plan required if work · determining chainage for POTs for is within a Contractor’s preliminary surveys work zone. · preliminary cross sectioning · slope staking and second grading. · plugging culverts · final cross-sections · material sampling on the road surface · provision of width stakes on surfacing projects · checking of cross-slopes on surfacing projects · centreline marking on surfacing projects · coring supervision on surfacing projects

Subject: · density testing Section: · segregation inspections · road inspections on microsurfacing projects 2. Continuous moving This activity continuously moves along the 13-03 · typical cross-sectioning for rehabilitation activity on the road highway. Workers will be present on the surface 13-06 assessments surface or within 2 or within 2 m of the road surface. When workers · obtaining centreline profiles for rehabilitation m of the road are required to enter the road surface, the contracts ENGINEERING SERVICES surface. workers wait for a break in traffic to carry out the · running fly levels activity. Vehicles shall use an amber flashing · obtaining transit and drainage notes during PLANS TYPICAL light. preliminary surveys · running line for surfacing projects · obtaining centreline profiles and typical cross-sections on haul roads MATRIX

CMZ13-02 TCDMWZ

Page

1 of 2 1 of TRAFFIC CONTROL D EVICES M ANUAL FOR WORK ZONES TCDMWZ 13-02

Section: Subject: ENGINEERING SERVICES MATRIX TYPICAL PLANS road inspections haul road inspectionslocating project limits contracts forand microsurfacing sealing contracts road-top hazard removal reviewing information others grading projects establishing bench marks grades on projects not open tomaterials the sampling public and density testing second grading on road checking time keeping control quality road testing on sealing contracts on contracts sealing sampling materials Contractor communi cations communications withand the local public, government landowners officials running line for preliminary surveys and legal pinlocation and second culverts plugging staking, slope communication mobile using · · · · · · · · · · · · · · · · · · · · 13-03 13-06 No plan required. No plan required. No plan required. The activity i and all vehicles. sincluding workers Lowrisk lane beyond 10 m fromentry procedures shoulder, are used tohighway. exit and enter Vehicl the eslight. shall use an amber flashing and having a workerlanes for less than 1 usually minute. bri The action efly enteronly occurs the when there driving isIn no heavy oncoming traffic. traffic, the workerthe traffic waits to for the continue operation. a This activity breakalso in includes parkingwork on beyond 10 the m from shoulder the road surface.vehicle to access The shall use right This place the within takes activity highway an amber flashingof way but light. is entirely within the Contractor’s work zone. shall use Vehicles an amber flashing light. The activity i nvolvesshoulder for stopping a short a periodtask within vehicle of the vehicle. time An to on must attempt be attend themadetouseanapproachinsteadofthe to a shoulder whenever possible. Thefour-way vehicle flashers uses as a minimum. m of the road surface. surface but within the Contractor’s work zone. shoulder. 3. Activity beyond 10 4. Low risk lane entry. The activity i nvolves stopping on the shoulder 5. Activity on the road 6. Stopping on

Page Date 2 of 2 2013-02-22 TCDMWZ 13-03

Section: ENGINEERING SERVICES

TRAFFIC CONTROL DEVICES TYPICAL PLAN MANUAL FOR WORK ZONES Subject: SURVEYING TWO LANE HIGHWAY AADT <1000

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 1)

*3 WD-A41 END OF CS-16 WORK WD-A41T WORKERS AREA PRESENT *3

MAXIMUM NOTE: CS-46C 60 FINES 1. THE REGULATORY SPEED SIGN USED AT TRIPLE THE END OF THE WORK ZONE MUST 90 m MINIMUM MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE.

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 1 40 - 74 75 - 150 TAPER LENGTH INSTRUMENT PERSON DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 3 30 - 89 90 -150 BETWEEN SIGNS SURVEY VEHICLE WITH HIGH VISIBILITY AMBER FLASHING LIGHT

90 m MINIMUM MAXIMUM 60 CS-46C FINES TRIPLE

*3

END CS-16 OF WD-A41 WORK AREA WORKERS WD-A41T *3 PRESENT

MAXIMUM RB-1 (NOTE 1) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 13-04

Section: ENGINEERING SERVICES

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: SURVEYING TWO LANE HIGHWAY AADT >1000

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 2) WD-A41 *3 END WORKERS OF CS-16 WD-A41T PRESENT WORK AREA *3 MAXIMUM CS-46C 60 FINES TRIPLE REGULAR OR WZ 0 - <60 60 - 100 km/h *3 CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 1 40 - 74 75 - 150 WD-A45 TAPER LENGTH DISTANCE (NOTE 1) 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

90 m MINIMUM DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS FLAGPERSON (NOTE 1) 70 m TO 150 m

INSTRUMENT PERSON

SURVEY VEHICLE WITH HIGH VISIBILITY AMBER FLASHING LIGHT

NOTES: 70 m TO 150 m

1. FLAGPERSONS CAN BE SUBSTITUTED WITH FLASHING LIGHT BOARDS FLAGPERSON AND/OR PORTABLE RUMBLE STRIPS. (NOTE 1) FLAGPERSON(S) SHALL BE VISIBLE TO 90 m MINIMUM THE MOTORIST APPROACHING THE WORK ZONE FOR A MINIMUM OF WD-A45 125 METRES. (NOTE 1) 2. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE *3 MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE MAXIMUM WORK ZONE. 60 CS-46C FINES *3 TRIPLE END OF CS-16 WORK AREA WD-A41 *3 MAXIMUM WORKERS WD-A41T PRESENT RB-1 (NOTE 2) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 13-05

Section: ENGINEERING SERVICES

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES SURVEYING FOUR LANE HIGHWAYS

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 2)

*3

END OF CS-16 WORK AREA *3

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 INSTRUMENT PERSON 3 BETWEEN SIGNS

SURVEY VEHICLE WITH AN AMBER ROTATING/FLASHING LIGHT

NOTES: 1. FLAGPERSONS CAN BE SUBSTITUTED 70 TO 150 m WITH FLASHING LIGHT BOARDS AND/OR PORTABLE RUMBLE STRIPS.

THE FLAGPERSON(S) MUST BE VISIBLE TO FLAGPERSON (NOTE 1) THE MOTORIST APPROACHING THE WORK ZONE FOR A MINIMUM OF 125 METRES.

2. THE REGULATORY SPEED SIGN USED AT THE 90 m MINIMUM END OF THE WORK ZONE MUST MATCH THE WD-A45 SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. (NOTE 1)

*3 MAXIMUM 60 CS-46C FINES TRIPLE *3

WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 13-06

Section: ENGINEERING SERVICES TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: SURVEYING FOUR LANE HIGHWAYS CONTINOUS MOVING

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 1)

*3

END OF CS-16 WORK AREA

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

INSTRUMENT PERSON

NOTE: SURVEY VEHICLE WITH 1. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST A ROTATING/FLASHING AMBER MATCH THE SPEED LIMIT THAT WAS LIGHT POSTED PREVIOUS TO THE WORK ZONE.

90 m MINIMUM

MAXIMUM 60 CS-46C FINES TRIPLE

*3

WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 14-02

Section: PRESERVATION TRAFFIC CONTROL D EVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: MATRIX equipment alert, notify RCMP, notify hotline, alert, notify RCMP, available Pull over on shoulder when having to sign available Follow Policy and add "Smoke Area" mechanical sign at major centre to indicate "road closed" available available Media available take attention off the road take attention off - As required with the equipment - As required with the equipment - As required with the - As required with the equipment - As required with the equipment Lights Lights Lights Lights Safety Rotary Rotary Rotary Rotary Reflector 10-11-01 10-11-02 Lights Lights Lights Lights Reflector 10-11-02 Road - Road - Emergency Measures . Traffic Control FlaggingTraffic Road ClosureRemoval of Debris/RoadkillRoad DetourEquipment BreakdownUse of Handheld Communication Devices RoadRoad Closures due to fires Rotary RoadRoad Closures due to floods Completely closed Road Rotary Detour Rotary Road Closures Due to Weather Road Road Safety Temporary Airstrip Rotary Road 9-09 9-09 - Road 9-09 9-09 Road 10-11-01 Road 9-05-02 9-05-02 Note: A critical examination should be made of each project to determine if flagging and additional signing is necessary and if so, what the minimum level that can be used to commensurate with job and safety needs Activity#Unscheduled Stops Activity Name Description Location 2 Lane 4 LanePlanned Emergencies Comments

Date Page 2013-02-22 1 of 9 TRAFFIC CONTROL D EVICES M ANUAL FOR WORKZONES TCDMWZ 14-02

Section: PRESERVATION Subject: TYPICAL PLANS MATRIX the delineators If a windrow is left overnight Use cones to direct traffic around the Use cones to direct traffic hole and equipment When windrow is > 4 cm in height a cone is placed at the start of windrow Max length of section is 10 km Leave arrow board and delineators up overnight if seal can’t be swept the same day it is applied (4 lane only) Leave arrow board and up overnight if seal can’t be swept the same day it is applied (4 lane only) ------or Lights Lights Rotary Rotary 10-05-02 10-05-01 10-05-02 10-05-01 10-05-02 10-05-01 10-05-01 or or or or or or or or or or 10-07 10-07 10-07 10-07 Lights Lights 10-03-02 10-03-02 10-03-02 10-03-02 10-03-02 10-03-02 Road 10-03-01 Road 10-03-01 Road 10-03-01 Road 10-03-01 Road 14-05 9-06 Road Rotary Overnight 10-08 10-08 Overnight 10-03-01 Overnight 10-03-01 ts to prevent Routine Surface Repair Activities (MiPP) Repair of failed areas by excavating into the sub-grade by mechanical means The process of spreading asphalt mix with a motor grader or other mechanical means to repair failed area, wheel ruts, depressions, bumps, etc The sealing of cracks on a pavement with liquid asphalt or with and sand The application of liquid asphalt and graded aggregate on surfaced roads to prevent moisture from entering the subgrade and to prevent further deterioration of the asphalt mat Application of asphalt and graded aggregate to granular and asphalt concrete surfaced roads in wheel ru moisture from accumulating in rutted areas as well prevent further deterioration. Single or multiple wheel path seals The reshaping of the road surface and spreading of aggregate on gravel surfaced highways by blading with a motor grader. Includes the pulling of shoulders on gravel roads Spot Seal Gravel Blading Spot Road Rotary Strip Seal Single 3120 3130 Deep Patch 3140 Machine Mix Patching 3150 Crack Sealing 3160 Activity # Activity Name Description Location 2 Lane 4 Lane Comments

Page Date 2 of 9 2013-02-22 TRAFFIC CONTROL D EVICES M ANUAL FOR WORKZONES TCDMWZ 14-02

Section: PRESERVATION Subject: TYPICAL PLANS MATRIX If load is take dumped improperly, necessary precautions to ensure public safety Lead truck with rotary lights, Radio communication Semi and lead vehicles travel in centre of the road 10 km section Vehicles travel at 10 km/h Add an extra person to act as traffic observer/spotter ------or Lights Lights Rotary Rotary 10-05-02 14-03-02 10-05-02 or Use the same sign plan as surface activity uses 9-11 Lights Lights Lights Lights - 10-03-01 10-03-02 Road 10-04-02 10-05-02 Road 14-05 Road 14-03-01 Road 9-04-02 Road Rotary Road 9-05-01 9-06 Road Rotary Shoulder d or micro - asphalt mix - Removal or recycle of bituminous surface material, generally carried out to improve ride or rutting. Not associated with Mepp and Hepp projects material exists. surfacing materials Major spot regravel of areas less than a complete segment The application of calcium chloride, lignosulfinate, asphalt to a gravel surface road Hand patching which is expected to take greater than 15 minutes in a 3 km section. Any activity outside the shoulder line including sealing, hand patching, deep patching, graveling, flushing, blading composite shoulders, etc. Includes any type of work on approaches The leveling ofsand surface depressions sulphur with Minor spot regraveling of gravel surfaces Road Rotary Hand repair of small pot holes or depressions using cold mix, hot mixbase or and compacting Hand patching which isless expected to take than 15 minutes in a 3 km section. Minor recycling of bituminous mix generally carried out to improve ride or rutting. This activity is intended for useshort on sections where deformed or rutte Spot Gravel Extensive Patching Pavement Planning Thermopatching / Transverse Crack Machine TandemMinor Spot Regravel Hand Patching Fast Moving (short duration) Minor Sandvik Blading Road Rotary 3170 3180 Dust Treatment 3190 3200 3210 Shoulder Work 3220

Date Page 2013-02-22 3 of 9 TRAFFIC CONTROL D EVICES M ANUAL FOR WORK ZONES TCDMWZ 14-02

Section: PRESERVATION Subject: TYPICAL PLANS MATRIX ss than a day eld to oncoming traffic on windrow eld to oncoming traffic same day it is applied (4 lane only) overnight if seal can't be swept the of TMS to gravel Leave arrow board and cones up surface Le necessary precautions to ensure public Used when windrow is left overnight safety Greater than a day side Yi - Construction signing for the conversion - 10-05-02 10-05-02 10-05-02 - or or or or 03-01 or 03-02 - - 10-03-02 10-03-02 10-03-02 10-03-02 10 10 Road 14-05 10-05-02 - Road 10-04-02 10-05-02 Road 9-04-02 - take If load is dumped improperly, Road 10-03-01 Road 9-04-02 - Routine maintenance to maintain gravel Road 10-03-01 Road 10-03-01 Road 10-03-01 Overnight 10-08Overnight - Overnight - Overnight 10-08 - Used when windrow is left overnight Overnight 10-08 10-08 - Used when windrow is left overnight Light Surface Repair Activities (MaPP) Medium Surface Repair Activities (MaPP) The filling of depressions usually ruts, using contractor and specialized materials Major regravel covering a complete segment of a gravel surface highway slit or gravel materials to Use of clay, stabilize sandy subgrades or cover rocky road surfaces on gravel highways Removal or recycle of bituminous surface material, generally carried out to improve ride or rutting Routine gravel blading for purposes of maintaining road surface for safe travel Full seal of driving lanes for entire segment with the application of liquid asphalt and aggregate to all surface roads to prevent moisture from entering the subgrade and to prevent deterioration of surface the asphalt The process of converting an asphalt surface to a gravel surface. Includes spot blading failures regravel and blading or, on sections of road awaiting resurfacing, or thick patch spot overlay, Spot overlays using a paver for AC pavements. Larger scale strengthening layers generally covered with a seal coat on granular or TMS surfaces (strengthening) Regular Convert TMS to Gravel 3260 3280 Spot Improvement 3370 Full Seal 3530 Micro Surfacing 3540 Regravel 3550 Subgrade Stabilization 5360 Sandvic Blading (full segment) Activity # Activity NameActivity # Description Activity Name Location 2 Lane 4 Lane Description Comments Location 2 Lane 4 Lane Comments

Page Date 4 of 9 2013-02-22 TRAFFIC CONTROL D EVICES M ANUAL FOR WORKZONES TCDMWZ 14-02

Section: PRESERVATION Subject: TYPICAL PLANS MATRIX vehicle vehicle on back of the plan the plan on back of - Use rotary lights - WD-A41 and CS-46C may be mounted - Use rotary lights - WD-A41 and CS-46C may be mounted Lights Lights Rotary Rotary 10-05-02 10-05-02 or or 10-02 10-02 - Used if size of job fits criteria set out in 10-02 10-05-02 - Used if size of job fits criteria set out in Lights Lights 10-03-02 10-03-02 Ditch 9-02 9-02 Road Rotary Road Rotary ROW 9-02 9-02 - Use rotary lights Road 10-08 10-08 - Used when windrow is left overnight Road 10-03-01 Road 10-03-01 Shoulder 9-02 9-02 Overnight 10-08 10-08 - Used when windrow is left overnight he Mowing Activities could be a Winter MaintenanceWinter Activities Heavy Surface Repair Activities (HePP) Cutting vegetation under 25mm in diameter to a height less than 100mm. The removal of snow, snowpack and The removal of snow, slush from the road surface by mechanical means. Includes sanding while plowing Spreading of sand or chemical for t treatment of pavement frost, ice or snowpack on driving lanes AC Major resurfacing (N20 design). Gran Structural / TMS Structural Preservation Overlay combination of any strengthening methods that provide a design life less than 15 years. ie: Cold in place or sub- grade strengthening or spot improvement 100% or TMS gravel reversion on a full segment Structural Heavy Preservation Beginning and end of job site Non-Structural Heavy Preservation Mowing Hand Cutting Beginning and end of job site 3610 3910 Snow Removal 3920 Ice Control Activity # Activity Name Description Location 2 LaneActivity # 4 Lane Activity Name Comments DescriptionActivity # Activity Name Location 2 Lane 4 Lane Description Comments Location 2 Lane 4 Lane Comments

Date Page 2013-02-22 5 of 9 TRAFFIC CONTROL D EVICES M ANUAL FOR WORK ZONES TCDMWZ 14-02

Section: PRESERVATION Subject: TYPICAL PLANS MATRIX "Slow Moving Vehicle" sign on back "Slow Moving Vehicle" of mowing equipment Cones are placed around any piece of equipment left on road surface unattended Use rotary lights Safety vehicle needed to follow grader traveling on the road Use rotary lights Use rotary lights ------or or or or or or Light Light Light Light Light Rotary Rotary Rotary Rotary Rotary 10-05-02 10-05-02 10-05-02 10-05-02 10-05-02 10-05-02 9-029-02 9-02 9-02 9-02 9-02 Light Light Light Light Light Rotary Ditch Rotary Ditch 9-02 9-02 ROW 9-02 9-02 ROW 9-02 9-02 ROW Rotary ROW 9-02 9-02 Shoulder 9-02 9-02 Shoulder Rotary Shoulder Rotary Shoulder 9-03 9-03 Ditch Maintenance Activities The control of brush and noxious weeds using chemical treatment 25mm by hand The control of vegetation greater than 25mm by mechanical means. Removal of litter from highway rights way Hand Cutting The control of vegetation greater than Moving Operation parked on Mowing Vehicle Road driving on Mowing Vehicle Road Brushing Mechanical - Hydro-Axing Mechanical - Robo Cutter Litter Pickup Adopt a Highway Volunteer Groups Volunteer 4140 Control Chem. Vegetation 4220 4130 Activity # Activity Name Description Location 2 Lane 4 Lane Comments

Page Date 6 of 9 2013-02-22 TRAFFIC CONTROL D EVICES M ANUAL FOR WORKZONES TCDMWZ 14-02

Section: PRESERVATION Subject: TYPICAL PLANS MATRIX 47), work - ed in addition to weeping operation to reduce the Traffic Control signalers mandatoryTraffic while blasting Water is recommend Water a s dust and increase the visibility Only for work in the median Add road sweeper ahead Addition of "Bridge Repairs Ahead Be Prepared to Stop"(CS is to take a day or more Safety Vehicle must be present for Safety Vehicle all sweeping, complete with arrow board and "Road Sweeper Ahead" sign ------or or or or Light Light Light Light Lights Rotary Rotary Rotary Rotary Rotary 10-05-02 10-05-02 10-05-02 10-05-02 10-05-02 or Light Light Light Light Lights Rotary Rotary Rotary 10-03-01 10-03-02 Road ROW 9-02 9-02 ROW Rotary Shoulder 9-04-02 9-06 Shoulder 9-04-02 9-06 Shoulder 9-02 9-02 Bridges Sweeping lvert. The activity also includes time spent removing beaver dams and/or time spent eradicating beaver from the site. Cleaning debris from the culverts used the flow of water by beavers to plug off through the cu Repair or replace fences. Includes all types of fences and security barriers Steaming, cleaning, repairing and replacing culverts, Cleaning subdrains Explosives Used Beaver Control Backhoe Used Seeding Right of Way After sealing and other maintenance activities Cleanup Dust Control Inspections Cleaning/Minor RepairHazard Markers 9-05-02 10-05-02 Rotary 4230 4240 Fence Repair 4250 Culvert Maintenance Activity # Activity Name DescriptionActivity # Location 2 Lane Activity Name 4 Lane Comments Description Location 2 Lane 4 Lane Comments

Date Page 2013-02-22 7 of 9 TRAFFIC CONTROL D EVICES M ANUAL FOR WORK ZONES TCDMWZ 14-02

Section: PRESERVATION Subject: TYPICAL PLANS MATRIX trol If work on both sides of the road At least one person be must added to control act as traffic If road not closed Measurements done from the truck con The recorder acts as a traffic person Measurements done from the truck Measurements done from the truck See Guidance Section Traffic See Guidance Section Traffic See Guidance Section Traffic See Engineering Services Branch ------or or Light Lights Rotary Rotary 10-05-02 10-05-02 10-05-02 9-02 9-02 Light Lights Lights Lights Lights Rotary Rotary Rotary Rotary Rotary 9-05-02 9-04-02 9-05-01 9-05-02 9-05-01 9-06 Road Rating Other Activities Traffic Guidance Traffic AC & Granular Gauging Everything Else TMS Rutting Measurement Without Rutting Measurement Gravel Sign Inspections Sign Repair Pavement Marking Guardrail Preservation Measuring Clearances Railway Crossing Surveying Activity # Activity Name Description Location 2 LaneActivity # 4 Lane Activity Name Comments Activity # Description Activity Name Location 2 Lane 4 Lane Description Comments Location 2 Lane 4 Lane Comments

Page Date 8 of 9 2013-02-22 TRAFFIC CONTROL D EVICES M ANUAL FOR WORK ZONES TCDMWZ 14-02

Section: PRESERVATION Subject: TYPICAL PLANS MATRIX NOTES:

Date Any operation in which equipmentthat or only work crosses zone over is thearound crossing centre the the line operators centre when attention line, turning should 2 around, be flagpersons only on are one the mandatory. flag traffic. person is For required. equipment WhenIn turning cases equipment where extended work zones are used, refer to Typical Plan 9-11. Page 2013-02-22 9 of 9 TCDMWZ 14-03-01

Section: PRESERVATION

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: THERMOPATCH MANUAL FOR WORK ZONES 2 LANE HIGHWAY MOVING OPERATION

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 4)

*3

END OF CS-16 WORK AREA REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

NOTES:

1. CORRESPONDING TRAFFIC CONTROL DEVICES WILL BE ERECTED FOR SAND SULPHUR BATCH PLANT TRAFFIC TRAVELLING IN THE OPPOSITE (NOTE 2) DIRECTION.

2. THE SAND SULPHUR BATCH PLANT STRADDLING THE SHOULDER

3. ONE FLAGPERSON IS REQUIRED FOR ALL ACTIVITIES IN WHICH ONE LANE IS BEING AFFECTED BY CONSTRUCTION. ADDITIONAL FLAGPERSONS ARE 70 m TO 150 m OPTIONAL. FOR WHEN TO USE ADDITIONAL FLAGPERSONS REFER TO TCDM 701. FLAGPERSON (NOTE 3) TWO FLAGPERSONS ARE REQUIRED FOR ALL ACTIVITIES IN WHICH BOTH LANES ARE BEING AFFECTED BY 90 m MINIMUM CONSTRUCTION. 4. THE REGULATORY SPEED SIGN USED AT WD-A45 THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. *3 MAXIMUM 60 CS-46C FINES TRIPLE *3

WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 14-03-02

Section: PRESERVATION

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: THERMOPATCH MANUAL FOR WORK ZONES FOUR LANE HIGHWAY MOVING OPERATION

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 3) *3

END OF CS-16 WORK AREA

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 1 40 - 74 75 - 150 TAPER LENGTH SAND SULPHUR BATCH PLANT DISTANCE (NOTE 1) 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

FLAGPERSON (NOTE 2) NOTES:

1. THE SAND SULPHUR BATCH PLANT 70 m TO 150 m STRADDLING THE SHOULDER.

2. FLAGPERSON MAY BE PLACED AT THE BEGINNING OF THE SAND SULPHUR PLANT TO MOTION TRAFFIC AWAY 90 m MINIMUM FROM THE PLANT. WD-A45 3. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE *3 WORK ZONE. MAXIMUM 60 CS-46C *3 FINES TRIPLE WD-A33R OR WD-A33L *3

WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 14-04

Section: PRESERVATION

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: GAUGING ROAD RUTTING ON AC FOUR LANE HIGHWAY

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 1)

*3

END OF CS-16 WORK AREA

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS TRAFFIC OBSERVER

DELINEATORS NOTE:

1. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE.

*3

MAXIMUM 60 CS-46C FINES TRIPLE

*3

WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 14-05

Section: PRESERVATION

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: TWO LANE HIGHWAY LANE(S) UNDER REPAIR

TYPICAL PLAN

RB-32

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m) *3 MAXIMUM LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH RB-1 (NOTE 4) DISTANCE 100 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS *3 DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS END OF CS-16 WORK AREA

NOTES:

1. CORRESPONDING TRAFFIC CONTROL DEVICES WILL BE ERECTED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION.

2. THE FOLLOWING SIGNS MAY BE USED IN PLACE OF THE ROUGH ROAD SIGN: 70 m TO 150 m

FRESH OIL CS-7 LOOSE GRAVEL CS-9 LOOSE STONES CS-28 FLAGPERSON (NOTE 3) PAVEMENT ENDS WD-A25 3. ONE FLAGPERSON IS REQUIRED FOR 90 m MINIMUM ALL ACTIVITIES IN WHICH ONE LANE IS BEING AFFECTED BY CONSTRUCTION ADDITIONAL FLAGPERSONS ARE OPTIONAL. FOR WHEN TO USE WD-A45 FLAGPERSONS REFER TO TCDM 701.

TWO FLAGPERSONS ARE REQUIRED FOR ALL ACTIVITIES IN WHICH BOTH *3 LANES ARE BEING AFFECTED BY CONSTRUCTION. MAXIMUM CS-46C 4. THE REGULATORY SPEED SIGN 60 USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT FINES WAS POSTED PREVIOUS TO THE TRIPLE WORK ZONE. *3

ROUGH CS-8 ROAD (NOTE 2)

*3

RB-31

*3

WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 15-02

Section: BRIDGES TRAFFIC CONTROL D EVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: MATRIX 10-04-01 - add Bridge Repair Ahead sign (CS-30). 15-03-01, 15-03-02 - add Bridge Repairs Ahead,Prepared to Stop (CS-47). Be For checking emergency situations (not planned) less than 15 minutes duration. Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). 9-04-02 Light On Unit 10-04-01, 15-03-01, 15-03-05 9-04-02, 9-05-01, 9-06 10-11-02,10-11-01, 15-03-05 9-04-01, 9-05-01, 9-06 10-05-01, 10-04-01, 15-03-01, 15-03-02 15-03-02, 15-03-05 15-03-01, 15-03-05 10-11-02,10-11-01, 15-03-01, 10-12-02 15-03-01, 15-03-02, 15-03-05 15-03-01, 15-03-02, 15-03-05 15-03-01, 15-03-02, 15-03-05 9-05-02 9-05-01 1000 1000 1000 < Deck Inspection ADT Deck Inspection One Lane ADT > Deck Inspection Lanes Two ADT > Install with detour Cable With DetourWithout DetourBox BeamW-Beam 10-04-01,15-03-01; Install Guard Rails 10-11-02, 10-11-01, Timber 9-04-01, 9-05-01, 9-06, Steel 9-04-01, 9-05-01, 9-06 9-04-01, 9-05-01, 9-06 Precast Concrete 10-11-02, 10-11-01, 10-11-02, 10-11-01, 10-11-01, 10-11-02, No Activity Type Control Traffic Comments 1.a Bridge Inspectionb.c. Deck Inspection Emergencyd. e. 2.3. Patching Holes Rotating/Flashing Amber Driving Piles 9-04-024. Replace bridge rails 5. All bridge inspections not including deck inspections. 9-04-02, 9-05-01, 9-06 Replace Guard rails 9-04-2, 9-05-01, 9-06, Add Bridge Repair Ahead sign (CS-30). 6. Cap replacement - timber pier bent7. Cap Installation 9-04-01, 9-05-01, 9-06, 15-03-05

Date Page 2013-02-22 1 of 4 TRAFFIC CONTROL D EVICES MANUAL FOR WORKZONES TCDMWZ 15-02

Section: BRIDGES Subject: MARTIX TYPICAL PLANS Options to add lights and rumble strips. A barrier or a guard to the area, option as over and above the minimum standards outlined Zone manual. in the Work New bridge and can only do one lane at a time (hole in the and left open. area) or anytime precast units taken off Concrete barriers limit the work area to daylight hours. If going to be left over night, concrete or standard bridge rail around the work hole. Option to add lights and rumble strips. Options to add lights and rumble strips. Option to add lights and rumble strips. Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). 15-03-04, 15-03-05 15-03-01, 15-03-02, 15-03-05 15-03-01, 15-03-02, 15-03-04, 15-03-05 15-03-01, 15-03-02, 15-03-04, 15-03-05 15-03-01, 15-03-02, 15-03-04, 15-03-05 15-03-01, 15-03-02, 15-03-04, 15-03-05 9-05-01, 9-05-02, 9-06, 15-03-04, 15-03-05 15-03-04, 15-03-05 9-05-01, 9-05-02, 9-06, 10-1010-11-02, 9-05-01, 9-05-02, 9-06, Surface preparationCurbsReplacement/precast 10-04-01, 10-05-01, Replacement/concrete 10-04-01, 10-05-01, 10-04-01, 10-05-01 With lane closed 10-04-01, 10-05-01, No lane closedRunning PlanksReplacementRe-nail 9-04-01, 9-04-02, Add 10-04-01, 10-05-01, 9-04-01, 9-04-02, 9-04-02, 9-05-02, 9-04-01, 9-04-02, 9-04-01, 9-05-01, 9-06 Add Bridge Repair Ahead sign (CS-30). No Activity Type Control Traffic Comments 8. Concrete deck repair 15-03-01, 15-03-02, 9. Precast deck installation10. Concrete Pier repair11. 10-11-02, 10-11-01, Deck Repair Timber 15-03-04, 15-03-05 12. Stringers (timber)

Page Date 2 of 4 2013-02-22 TRAFFIC CONTROL DEVICES MANUAL FOR WORK ZONES TCDMWZ 15-02

Section: BRIDGES Subject: MATRIX TYPICAL PLANS Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). , 01, 9-06 Add Bridge Repair Ahead sign (CS-30). 01, 9-06 Add Bridge Repair Ahead sign (CS-30). -01, 9-06 Add Bridge Repair Ahead sign (CS-30). 01, 9-05-01, 9-06, 15-03-01, 15-03-02, 15-03-03 15-03-03 10-04-1, 10-05-1, 10-11-01, 10-11-02, 15-03-01, 15-03-02 15-03-01, 15-03-05 15-03-03 15-03-03 15-03-03 15-03-03 15-03-01, 15-03-02, 15-03-03 15-03-02, 15-03-03 15-03-02, 15-03-03 10-04-01, 10-05-01, 15-03-02, 15-03-03 10-04-01, 10-05-01, 15-03-03 10-04-01, 10-05-01 15-03-03 15-03-01, 15-03-02 15-03-01, 15-03-02 15-03-01, 15-03-02, 15-03-05 Over wings & carry underneathDump through the floor & carryPlace Gabions 9-04-01, 9-05-01, 9-06, With construction 9-04-01, 9-05-01, 9-06, Replace knee braceReplace sway braceReplace backing planks 9-04-01, 9-05-01, 9-06, 10-11-02, 10-11-01, 9-04-1, 9-05-1, 9-06, Raise Up 9-04-1, 9-05-1, 9-06, 9-04-01, 9-05-01, 9-06, LoweringInstall ice protection 9-04-01, 9-05-01, 9-06, 10-11-02, 10-11-01, 9-04-01, 9-05-01, 9-06, ConstructionInstall connectors 10-11-02, 10-11-01, 10-11-02, 10-11-01, No Activity Type Control Traffic Comments 13. Place Rip-Rap14 Repair planking 15-03-03 15. Install planking16. Level Bridge 15-03-02, 15-03-03 17. Place upstream ice protection18. 10-11-02, 10-11-01, Install struts19. Install stub-piles20. 9-04-01, 9-05- 15-03-03 Install pile tiles21. Install anchor rods22.23. Install T-Sections b/w precast Replace/repair connectors 9-04-1, 9-05-1, 9-06, 9-04- 9-04-1, 9-05-1, 9-06, 9-04-01, 9-05 9-04-01, 9-05- 9-04-01, 9-05-01, 9-06,

Date Page 2013-02-22 3 of 4 TRAFFIC CONTROL D EVICES M ANUAL FOR WORKZONES TCDMWZ 15-02

Section: BRIDGES Subject: TYPICAL PLANS MATRIX Add Bridge Repair Ahead sign (CS-30). Add Bridge Repair Ahead sign (CS-30). -01, 01, 9-06 Add Bridge Repair Ahead sign (CS-30). 0-05 15-03-01, 15-03-02 10-04-01, 10-05-01 15-03-01, 15-03-02 15-03-01, 15-03-02 15-03-01, 15-03-02 9-06 9-06 Structural steel railsTimber With constructionRepairingConstruction 9-04-01, 9-05-01, 9-06 Repair 10-11-02, 10-11-01, 9-04-01, 9-05-01, 9-06Construction Add Bridge Repair Ahead sign (CS-30). Lanes not affected Lanes not affected 9-04-01, 9-05-01, 9-05-02, 9-04-01, 9-05-01, 9-05-02, No Activity Type Control Traffic Comments 24 Replace expansion joints25.26. Strip seal replacement27. Remove pavement Proofing Water 28. Painting 10-04-01, 1 9-04-01, 9-05- 29.30. bridges Washing 9-04-01, 9-05-01, 9-06 Girders31. 10-11-02, 10-11-01, Ferry Towers 32. Overhead sign structures 9-04-01, 9-05-01, 9-06 Add Bridge Repair Ahead sign (CS-30). 9-04-01, 9-05-01, 9-06

Page Date 4 of 4 2013-02-22 TCDMWZ 15-03-01

Section: BRIDGES

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: TWO LANE HIGHWAY ONE LANE CLOSED LONG DURATION

TYPICAL PLAN

RB-32

*3 MAXIMUM RB-1 100 (NOTE 5) *3 REGULAR OR WZ 0 - <60 60 - 100 km/h END * OF CODE SPEED LIMIT km/h (m) (m) WORK CS-16 AREA LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH *1, *2

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS BARRIERS DISTANCE 3 30 - 89 90 -150 BETWEEN SIGNS BARRIERS CONNECTED (NOTES 2,3,4)

BARRIERS

KEEP LEFT CS-27L CS-12R *1, *2 CS-12L

CS-13 CS-13

TRAFFIC CONTROL SIGNALS 6mTO9m STOP LINE RC-4L NOTES: *3 MAXIMUM CS-46C 1. CORRESPONDING TRAFFIC CONTROL 60 DEVICES EXCEPT WD-A33R ARE ERECTED FINES FOR TRAFFIC TRAVELLING IN THE *3 TRIPLE OPPOSITE DIRECTION. WD-A33R

2. INTERLOCKING CONCRETE BARRICADES *3 WILL BE USED TO ENSURE TRAFFIC ` RB-5 REMAINS OUT OF THE WORK AREA. 60 *3 3. CONCRETE BARRIERS MAY BE REPLACED WITH WATER/SAND FILLED BARRIERS. WD-B4

4. FOR HIGHWAYS WITH AADT < 400, *3 CONCRETE BARRIERS MAY BE RB-31 SUBSTITUTED BY CONES. *3 5. THE REGULATORY SPEED SIGN USED AT BRIDGE CS-30 THE END OF THE WORK ZONE MUST REPAIR MATCH THE SPEED LIMIT THAT WAS *3 POSTED PREVIOUS TO THE WORK ZONE. WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 15-03-02

Section: BRIDGES

TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: FOUR LANE HIGHWAY MANUAL FOR WORK ZONES ONE LANE CLOSED LONG DURATION

TYPICAL PLAN

RB-32 *3 MAXIMUM RB-1 100 (NOTE 4) REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m) *3

LANE CLOSURE END 40 - 74 75 - 150 OF 1 TAPER LENGTH WORK CS-16 AREA DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

BARRIERS BARRIERS CONNECTED (NOTES 1,2,3) BARRIERS

*1, *2

NOTES:

1. INTERLOCKING CONCRETE BARRICADES WILL BE USED TO ENSURE TRAFFIC REMAINS OUT OF THE WORK AREA. 2. CONCRETE BARRIERS MAY BE REPLACED WITH WD-A9, CONES OR WATER/SAND FILLED BARRIERS. OTHER DELINEATORS 3. FOR HIGHWAYS WITH AADT < 400, CONCRETE BARRIERS MAY BE SUBSTITUTED BY CONES.

4. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE MAXIMUM SPEED LIMIT THAT WAS POSTED PREVIOUS 60 TO THE WORK ZONE. CS-46C FINES *3 TRIPLE WD-A33R *3 60 RB-5 *3 RB-31 *3

BRIDGE REPAIR CS-30 *3 WD-A41

WORKERS PRESENT WD-A41T

Date 2013-02-22 Page 1 of 1 TCDMWZ 15-03-03

Section: BRIDGES

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: TWO LANE HIGHWAY ONE LANE CLOSED SHORT DURATION

TYPICAL PLAN

RB-32

*3 MAXIMUM RB-1 100 (NOTE 5) *3 END REGULAR OR WZ 0 - <60 60 - 100 km/h OF CS-16 CODE* SPEED LIMIT km/h (m) (m) WORK AREA LANE CLOSURE 40 - 74 75 - 150 *1, *2 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

WD-A9, CONES OR OTHER DELINEATORS

FLASHING *1, *2 LIGHT BOARD (OPTIONAL)

TRAFFIC CONTROL NOTES: SIGNALS 1. CORRESPONDING TRAFFIC CONTROL *3 (NOTE 2) DEVICES EXCEPT WD-A33R ARE ERECTED STOP RC-4L FOR TRAFFIC TRAVELLING IN THE OPPOSITE LINE DIRECTION. (NOTE 2) *3 MAXIMUM 2. THE TRAFFIC CONTROL SIGNAL MAY BE SUBSTITUTED WITH EITHER A FLAGPERSON 60 CS-46C OR THE TC-17 WHEN REQUIRED. *3 FINES TRIPLE IF A FLAGPERSON IS USED, THE WD-B4 SHALL REMOVED AND THE RC-4L SHALL BE WD-A33R SUBSTITUTED WITH THE WD-A45. *3 3. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MUST THE RB-5 SPEED LIMIT THAT WAS POSTED PREVIOUS 60 TO THE WORK ZONE. *3 WD-B4 (NOTE 2) *3 RB-31 *3 BRIDGE CS-30 REPAIR *3 WD-A41

WORKERS WD-A41T PRESENT

2013-02-22 Page 11of TCDMWZ 15-03-04

Section: BRIDGES

TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: FOUR LANE HIGHWAY ONE LANE CLOSED SHORT DURATION

TYPICAL PLAN

RB-32 *3 MAXIMUM RB-1 100 (NOTE 4) REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m) *3 END LANE CLOSURE 1 40 - 74 75 - 150 OF TAPER LENGTH WORK CS-16 AREA DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

WD-A9, CONES OR OTHER DELINEATORS

*1, *2

MAXIMUM NOTE: 60 CS-46C 1. THE REGULATORY SPEED SIGN USED AT THE (NOTE 2) END OF THE WORK ZONE MUST MATCH THE FINES SPEED LIMIT THAT WAS POSTED PREVIOUS *3 TRIPLE TO THE WORK ZONE. WD-A33R *3 RB-5 *3 60 RB-31 *3

BRIDGE CS-30 REPAIR *3 WD-A41 (NOTE 2)

WORKERS PRESENT WD-A41T

Date 2013-02-22 Page 1 of 1 TCDMWZ 15-03-05

Section: BRIDGES TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: BRIDGE CLOSED MANUAL FOR WORK ZONES USE DETOUR ONE LANE WITH TRAFFIC LIGHTS

TYPICAL PLAN RB-32 *3 MAXIMUM 100 RB-1 CS-23 *2 (NOTE 4) *3 CS-78 MAY END OF ALSO BE USED WORK CS-16 AREA

*1, *2

BARRIERS

CS-23 *2 CS-78 MAY ALSO BE USED BARRIERS

CS-11L OR R ROAD CLOSED DETOUR CS-12L OR R CS-12L OR R *1, *2 CS-12L OR R

REGULAR OR WZ 0 - <60 60 - 100 km/h CS-13 CS-13 CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 1 40 - 74 75 - 150 TAPER LENGTH TRAFFIC DISTANCE 2 5 - 9 10 -15 BETWEENBETWEEN MARKERS CONTROL STOP DISTANCE 6mTO9m SIGNALS 3 30 - 89 90 -150 BETWEEN SIGNS LINE RC-4L *3 MAXIMUM 60 CS-46C *3 FINES TRIPLE WD-A43L NOTES: *3

1. CORRESPONDING TRAFFIC CONTROL DEVICES SHALL BE ERECTED FOR TRAFFIC *3 DETOUR CS-1 TRAVELLING IN THE OPPOSITE DIRECTION. RB-5 2. THE REGULATORY SPEED SIGN USED AT THE 60 *3 END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. WD-B4 *3 RB-31 *3

BRIDGE CS-30 *3 REPAIR WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 16-01

Section: TRAFFIC GUIDANCE TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES INTRODUCTION

This section contains written guidelines and typical plans for traffic control for sign crews. The guidelines are flexible and should be followed to the extent that is possible to do so for the sake of consistency and uniformity and modified to the extent necessary to achieve optimum traffic control and safety.

While the following guidelines provide for the application of work zone signing for the sign crews, they are not a substitute for good judgement. These guidelines are directed to the safe and expeditious movement of traffic through work zone and workers safety. Adverse environmental, climactic, highway alignment and topography are conditions that would require enhanced work zone signing.

When work is performed under normal conditions, the degree of risk to motorists and workers is determined by the position of the unit in relation to the road surface, time required to perform the task and the AADT.

It is emphasized that these are guidelines for typical situations and that additional or other protection must be provided when unusual complexities and hazards prevail.

Date Page 2013-02-22 1 of 1 TCDMWZ 16-02

Section: TRAFFIC GUIDANCE TRAFFIC CONTROL D EVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: MATRIX 9-05-01 9-05-01 9-05-01 < 16-04 9-05-01 9-05-01 Location of Unit 2 Lane 1000 AADT 16-03 16-03 16-03 16-03 16-03 16-08 16-08 16-05 16-05 9-05-01 > - 16-04 16-04 9-05-01 9-05-01 9-05-01 9-05-01 9-05-01 9-05-01 Location of Unit 2 Lane 1000 AADT 16-03 16-03 16-03 16-03 16-03 9-06 9-06 9-06 16-07 16-07 4 lane 9-06 9-06 9-06 16-06 16-06 16-04 Location of Unit 16-03 Ditch Shoulder Road Surface Ditch Shoulder Road Surface Ditch Shoulder Road Surface 16-03 16-03 16-03 16-03 Ditch: Unit is setup entirely off of the road surface. Shoulder: Setup unit must be completely off the driving lane, including outriggers Road Surface: Unit is setup either wholly or partially in driving lane. Arrowboard and cones can not be used to direct traffic into oncoming Workzone TrafficWorkzone Accommodation Signing for Provincial Sign Crews Time Installation >10 Minutes Steel (I-beam) Guardrail Overhead Structures <10 Minutes

Date Page 2013-02-22 1 of 1 TCDMWZ 16-03

Section: TRAFFIC GUIDANCE TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: MANUAL FOR WORK ZONES DITCH

TYPICAL PLAN

Location of Unit - Ditch

Highway Installation Classification

<10 Minutes 2 Lane 2 Lane 4 Lane >1000 AADT <1000 AADT

>10 Minutes 4 Lane 2 Lane 2 Lane >1000 AADT <1000 AADT

Steel (I-Beam) 4 Lane 2 Lane 2 Lane >1000 AADT <1000 AADT

Amber rotating/flashing lights

Setup unit entirely off of the road surface

Date Page 2013-02-22 1 of 1 TCDMWZ 16-04

Section: TRAFFIC GUIDANCE TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: SHOULDER

TYPICAL PLAN

Location of Unit - Shoulder

Highway Installation Classification

<10 Minutes 4 Lane 2 Lane 2 Lane >1000 AADT <1000 AADT

>10 Minutes See See 2 Lane TCDM 16-06 TCDM 16-06 <1000 AADT

Amber rotating/flashing lights

Setup unit completely off of the driving lanes, including the outriggers

Date Page 2013-02-22 1 of 1 TCDMWZ 16-05

Section: TRAFFIC GUIDANCE TRAFFIC CONTROL DEVICES TYPICALPLANS MANUAL FOR WORK ZONES Subject: ROAD SURFACE

TYPICAL PLAN

Location of Unit - Road Surface Highway Installation Classification

<10 Minutes 2 Lane 2 Lane >1000 AADT <1000 AADT

Amber rotating/flashing lights

Unit is setup wholly or partially in the driving lane

Date Page 2013-02-22 1 of 1 TCDMWZ 16-06

Section: TRAFFIC GUIDANCE TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: MANUAL FOR WORK ZONES SHOULDER

TYPICAL PLAN

Location of Unit - Shoulder Highway Installation Classification

>10 Minutes 4 Lane 2 Lane 2 Lane >1000 AADT <1000 AADT

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 Shaunavon 15km 2 BETWEENBETWEEN MARKERS Eastend 15km DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS *1, *2

Amber rotating/flashing lights, either cones and/or unit mounted light board

Setup unit completely off of the driving lanes, including the outriggers

Date Page 2013-02-22 1 of 1 TCDMWZ 16-07

Section: TRAFFIC GUIDANCE TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: MANUAL FOR WORK ZONES ROAD SURFACE - FOUR LANE HIGHWAY

TYPICAL PLAN

Location of Unit - Road Surface

Installation Highway Classification

<10 Minutes 4 Lane

>10 Minutes 4 Lane

Amber rotating/flashing lights, either cones and/or unit mounted light board

Unit is setup wholly or partially in the driving lane

REGULAR OR WZ 0 - <60 60 - 100 km/h *1, *2 CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

Date Page 2013-02-22 1 of 1 TCDMWZ 16-07

Section: TRAFFIC GUIDANCE TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: MANUAL FOR WORK ZONES ROAD SURFACE

TYPICAL PLAN

Location of Unit - Road Surface

Installation Highway Classification

<10 Minutes 4 Lane

>10 Minutes 4 Lane

Amber rotating/flashing lights, either cones and/or unit mounted light board

Unit is setup wholly or partially in the driving lane

REGULAR OR WZ 0 - <60 60 - 100 km/h *1, *2 CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

Date Page 2013-02-22 1 of 1 TCDMWZ 16-08

Section: TRAFFIC GUIDANCE TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: MANUAL FOR WORK ZONES ROAD SURFACE

TYPICAL PLAN

MAXIMUM Location of Unit - Road Surface RB-1 100 (NOTE 1)

Installation Highway *3

Classification END OF CS-16 2 Lane 2 Lane WORK >10 Minutes AREA >1000 AADT <1000 AADT

Shaunavon 15km

Eastend 15km

AMBER ROTATING/FLASHING LIGHTS, EITHER CONES AND/OR UNIT MOUNTED LIGHT BOARD

UNIT IS SETUP WHOLLY OR *1, *2 PARTIALLY IN THE DRIVING LANE

MAXIMUM REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m) 60 CS-46C LANE CLOSURE FINES 40 - 74 75 - 150 TRIPLE 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS *3

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS TC-17

NOTE: TO ONCOMING TRAFFIC 1. THE REGULATORY SPEED SIGN *3 USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 18-01

Section: EXAMPLE TRAFFIC CONTROL DEVICES PROJECT PLANS Subject: MANUAL FOR WORK ZONES INTRODUCTION

The Typical Plans located in Sections 9-00 to 16-00 of this manual are intended to show manual holders the minimum traffic control that is required for that specific type of activity or work.

The Example Project Plan in Section 18-00 is designed to demonstrate a project that is more complex in nature or may require additional traffic control. The Example Project Plan also shows the areas that make up a work zone.

Considerable thought should be put into reviewing sign plans during the sign planning design stage, as well as periodically after the signs have been installed, in order to ensure that all aspects of traffic control are covered.

TCDM 18-02 - Example Detailed Long-Duration Project Plan

The set up of this site shows the use of multiple devices and transition speeds. It would normally be on a long duration construction or maintenance work area on a 1A or 1B Highway as identified in the Preservation Highways Hierarchy or as specified in a contract. A contractor may wish to consider the use of extra devices and transition speeds at other project locations to supplement their traffic accommodation plan.

Date Page 2013-02-25 1 of 2

1of1 2013-03-01

Page Date

egh2 km 29 Length

netet$2 Million 21 $ Investment

CS-21

Rebuild 310 w 1 Rebuild 310 Hwy Hwy

DANTAGE AD

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CONSTRUCTION ENDS CS-14

RJC NOMTO ZONE INFORMATION PROJECT

CS-33 CS-33 CS-33 CS-33

CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION

cl:NTS Scale: S ae a ,2013 9, 2 Jan Date: TSB rfe by Drafted

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Message Sample

.

0 m 600 PROJECT DELAYS DELAYS

TION LONG-DURA DETAILED A LNOF PLAN

EXPECT EXPECT

VMS

80

RB-5 RB-32

(Optional)

*3 AREA PE TRANSITION SPEED

MAXIMUM 80

RB-1 100 RB-1 (See Note 2)

MAXIMUM

*3

PRESENT PRESENT WORKERS

WORKERS END OF

WORK CS-16

WD-A41 AREA

*3

RB-31

*3 UBESTRIP RUMBLE

UBESTRIP RUMBLE WD-A33R

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60 RB-5

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5m 15 UBESTRIPS RUMBLE

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TRIPLE TRIPLE AREA ARNING DAC W ADVANCE

FINES FINES

60 60

S4C(e t 1) ote N (See CS-46C

MAXIMUM MAXIMUM

*3

SIGN 95

FEEDBACK

OKZONE WORK SPEED

YOUR RADAR *3

3km

WD-A45

MINIMUM

0m 90

FLAGPERSON

AREA

TRANSITION m 150 to m 70 TERMINATION AREA

WD-A9 1 *2 *1,

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CS-13 CS-13

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BUFFER SP ACE

INAREA TION TERMINA

1 *2 *1, TRANSITION AREA

70 m to 150 m

FLAGPERSON

90 m MINIMUM 3km

WD-A45

WORK ZONE OTEWR ZONE WORK THE TO PREVIOUS POSTED

*3 AC H PE II HTWAS THAT LIMIT SPEED THE MATCH

TTEEDO H OKZN MUST ZONE WORK THE OF END THE AT YOUR RADAR

SPEED FEEDBACK OYSEDSG USED SIGN SPEED TORY

.TEREGULA THE 2. 95 SIGN ADVANCE W ARNING AREA

*3

0MEXISTS 60KM MAXIMUM MAXIMUM

OYSEDLMTO ESTHAN LESS OF LIMIT SPEED TORY

REGULA 60 60 CS-46C (See Note 1)

FINES FINES A .C-6 UTNTB SDWHERE USED BE NOT MUST CS-46C 1. TRIPLE TRIPLE *3

15 m} RUMBLE STRIPS

RB-5 NOTE: 60

*3

RB-31

*3

AREA

WORK CS-16 WD-A41

OF END

WORKERS WORKERS PRESENT PRESENT *3

MAXIMUM

100

2) Note (See

RB-1 80 RB-1 MAXIMUM SPEED TRANSITION AREA *3 (Optional)

RB-32 80 RB-5

VMS

EWE SIGNS BETWEEN EXPECT

3 30-89 0-150 90

DISTANCE DELAYS 600 m

TENMARKERS ETWEEN

B Sample Message

2 0-15 10 5-9

DISTANCE 2to3km

AE LENGTH TAPER

1

5-150 - 75

40-74 CONSTRUCTION CS-33 AECLOSURE LANE

CODE (m) * mh(m) ( km/h PE LIMIT SPEED

0-10km/h 100 - 60 <60 - 0 EUA RWZ OR REGULAR

PROJECT INFORMATION ZONE

ENDS ENDS ENDS ENDS CS-14 CS-14 CS-14 CS-14

CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION THE7 SASKATCHEWAN

AD ANTAGE Hwy 310310 RebuildRebuild

Investment $ 21 Million CS-21 Length 29 km

PLAN XML PROJECT EXAMPLE

RJC PLAN PROJECT

AULFRWR ZONES WORK FOR MANUAL

Subject: XML EALDLONG-DURATION DETAILED EXAMPLE

RFI OTO DEVICES CONTROL TRAFFIC

Section: XML OETPLANS P ROJECT P EXAMPLE CMZ18-02 TCDMWZ TCDMWZ 9-01

Section: SHORT DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS Subject: MANUAL FOR WORK ZONES INTRODUCTION

DEFINITION Short duration work includes any daytime maintenance activity, construction project, utility work, preliminary survey work, pavement marking or other miscellaneous highway activity planned for one day or less.

TEMPORARY Closure of a highway to motorists may become necessary due to a HIGHWAY CLOSURE sudden hazardous or abnormal condition. Conditions which could result in a temporary highway closure include, but are not limited to, the following:

1. limited visibility;

2. obstructions on the roadway;

3. dangerous surface conditions; and

4. combinations of the above.

• Limited Visibility Closure due to limited visibility as a result of weather conditions such as winter blizzards, dust storms or fog. Smoke from forest fires or other burning may also cause limited visibility, necessitating temporary closure of the highway.

• Obstructions Closure due to obstructions when any lane of the roadway are blocked because of a traffic accident, snowdrifts, bridge or culvert washouts.

• Surface Conditions Closure due to surface conditions made in the extreme case where safety of the motorist would be endangered. Hazardous surface conditions may be extremely slippery surface conditions caused by ice, excessive asphalt or by a dangerous goods spill.

• Traffic Accommodation Plan A typical Traffic Accommodation Plan for temporary highway closure is shown in TCDM 9-09.

• Detour A temporary highway closure may require a detour or an alternate highway route around the affected area.

Date Page 2013-02-22 1 of 1 TCDMWZ 9-02

Section: SHORT DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: WORK ADJACENT TO ROADWAY

TYPICAL PLAN MAXIMUM RB-1 100 (NOTE 2)

*3

END OF WORK CS-16 REGULAR OR WZ 0 - <60 60 - 100 km/h AREA CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEEN MARKERS

DISTANCE 3 30 - 89 90 -150 BETWEEN SIGNS 2 m MINIMUM TO 10 m MAXIMUM

SIGNING NOT REQUIRED FOR WORK > 10 m FROM THE SHOULDER NOTES:

1. TWO LANE HIGHWAYS: CORRESPONDING TRAFFIC CONTROL DEVICES MAY BE REQUIRED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION.

2. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE.

90 m MINIMUM

MAXIMUM 60 CS-46C FINES TRIPLE

*3

WD-A41

WORKERS WD-A41T PRESENT

Date Page 2013-02-22 1 of 1 TCDMWZ 9-03

Section: SHORT DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLAN MANUAL FOR WORK ZONES Subject: WORK ON SHOULDER OF ROADWAY

TYPICAL PLAN

MAXIMUM 100 RB-1 (NOTE 1)

*3

WD-A41 END OF WORK CS-16 AREA WD-A41T WORKERS PRESENT *3

MAXIMUM * REGULAR OR WZ 0 - <60 60 - 100 km/h CS-46C CODE SPEED LIMIT km/h (m) (m) 60 LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH FINES TRIPLE 90 m DISTANCE 2 5 - 9 10 -15 MINIMUM BETWEEN MARKERS DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

<2m NOTES:

1. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE

90 m MINIMUM MAXIMUM 60 CS-46C FINES TRIPLE

*3

WD-A23R

*3

END OF WD-A41 CS-16 WORK AREA

WORKERS WD-A41T *3 PRESENT

MAXIMUM RB-1 (NOTE 1) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 9-04-01

Section: SHORT DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: TWO LANE HIGHWAY ONE LANE CLOSED AADT< 1000

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 1)

*3

END OF WD-A41 WORK CS-16 AREA

WD-A41T WORKERS PRESENT *3

MAXIMUM CS-46C 60 FINES TRIPLE 90 m MINIMUM

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS 90 m MINIMUM

MAXIMUM 60 CS-46C FINES NOTE: TRIPLE

1. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST *3 MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE TC-17

TO ONCOMING TRAFFIC *3

END WD-A41 CS-16 OF WORK AREA WORKERS WD-A41T PRESENT *3

MAXIMUM RB-1 (NOTE 1) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 9-04-02

Section: SHORT DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLAN MANUAL FOR WORK ZONES Subject: TWO LANE HIGHWAY BOTH LANES UNDER REPAIR AADT <1000

TYPICAL PLAN

MAXIMUM 100 RB-1 (NOTE 1) *3 WD-A41 END OF WORK CS-16 WD-A41T WORKERS AREA PRESENT *3

MAXIMUM CS-46C 60 FINES TRIPLE 90 m MINIMUM

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH NOTE: DISTANCE 5 - 9 10 -15 2 BETWEEN MARKERS 1. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST DISTANCE MATCH THE SPEED LIMIT THAT WAS 30 - 89 90 -150 3 BETWEEN SIGNS POSTED PREVIOUS TO THE WORK ZONE.

90 m MINIMUM MAXIMUM 60 CS-46C FINES TRIPLE *3 END OF WD-A41 CS-16 WORK AREA

WORKERS *3 PRESENT WD-A41T

MAXIMUM RB-1 (NOTE 1) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 9-05-01

Section: SHORT DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: TWO LANE HIGHWAY ONE LANE CLOSED AADT > 1000

TYPICAL PLAN

MAXIMUM RB-1 100 (NOTE 2) *3

WD-A41 END OF CS-16 WORK AREA WORKERS WD-A41T PRESENT *3

MAXIMUM CS-46C 60 FINES TRIPLE 90 m MINIMUM REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m)

LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH

DISTANCE 5 - 9 10 -15 NOTES: 2 BETWEEN MARKERS

1. ONE FLAGPERSON IS REQUIRED FOR ALL DISTANCE 30 - 89 90 -150 ACTIVITIES IN WHICH ONE LANE IS BEING 3 BETWEEN SIGNS AFFECTED BY CONSTRUCTION. ADDITIONAL FLAGPERSONS ARE OPTIONAL.

FOR WHEN TO USE ADDITIONAL FLAGPERSONS REFER TO TCDM 701.

TWO FLAGPERSONS ARE REQUIRED FOR ALL ACTIVITIES IN WHICH BOTH LANES ARE BEING AFFECTED BY CONSTRUCTION.

FLAGPERSON(S) SHALL BE VISIBLE TO THE MOTORISTS APPROACHING THE WORK ZONE FOR A MINIMUM OF 125 METRES 70 m TO 150 m 2. THE REGULATORY SPEED SIGN AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE FLAGPERSON (NOTE 1) WORK ZONE. 90 m MINIMUM WD-A45 (NOTE 1)

*3 MAXIMUM 60 CS-46C FINES TRIPLE *3

END CS-16 OF WD-A41 WORK AREA

WORKERS WD-A41T *3 PRESENT MAXIMUM RB-1 (NOTE 2) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 9-05-02

Section: SHORT DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: TWO LANE HIGHWAY MANUAL FOR WORK ZONES BOTH LANES UNDER REPAIR AADT > 1000

TYPICAL PLAN

MAXIMUM 100 RB-1 (NOTE 2) *3 WD-A41 END OF WORK CS-16 AREA WORKERS WD-A41T PRESENT *3 NOTES: MAXIMUM CS-46C 1. FLAGPERSON(S) SHALL BE VISIBLE TO 60 THE MOTORISTS APPROACHING THE WORK ZONE FOR A MINIMUM OF 125 FINES METRES. TRIPLE *3 2. THE REGULATORY SPEED SIGN USED AT THE END OF THE WORK ZONE MUST MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. WD-A45 90 m MINIMUM FLAGPERSON (NOTE 1)

70 m TO 150 m

* REGULAR OR WZ 0 - <60 60 - 100 km/h CODE SPEED LIMIT km/h (m) (m) 70 m TO 150 m LANE CLOSURE 40 - 74 75 - 150 1 TAPER LENGTH FLAGPERSON (NOTE 1) DISTANCE 2 5 - 9 10 -15 BETWEENBETWEEN MARKERS 90 m DISTANCE 30 - 89 90 -150 MINIMUM 3 BETWEEN SIGNS WD-A45

*3 MAXIMUM 60 CS-46C FINES TRIPLE *3

END CS-16 OF WD-A41 WORK AREA WORKERS WD-A41T *3 PRESENT

MAXIMUM RB-1 (NOTE 2) 100

Date Page 2013-02-22 1 of 1 TCDMWZ 9-06-01

Section: SHORT DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: FOUR LANE HIGHWAY ONE LANE CLOSED

TYPICAL PLAN MOVING OPERATION (STATIONARY OPERATION NOTE 2)

RB-32

*3 MAXIMUM RB-1 100 (NOTE 3) * REGULAR OR WZ 0 - <60 60 - 100 km/h CODE SPEED LIMIT km/h (m) (m) *3 LANE CLOSURE 40 - 74 75 - 150 END 1 TAPER LENGTH OF CS-16 DISTANCE WORK 5 - 9 10 -15 2 BETWEEN MARKERS AREA

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

70 m TO 150 m (NOTE 1)

FLAGPERSON (NOTE 1)

NOTES: *1, *2

1. A FLAGPERSON IS OPTIONAL. LIGHT BOARD IF A FLAGPERSON IS USED, THE FLAGPERSON SHALL BE VISIBLE TO THE MOTORIST APPROACHING THE WORK ZONE FOR A *3 MINIMUM OF 125 METRES. WD-A45 IF A FLAGPERSON IS USED,THE WD-A45, (NOTE 1) FLAGPERSON, AND THE 70 TO 150 METRE SPACE SHALL BE IN PLACE.

IF A FLAGPERSON IS TEMPORARILY ABSENT, *3 THE WD-A45 SIGN SHALL BE REMOVED OR MAXIMUM COVERED. 60 CS-46C 2. FOR STATIONARY OPERATIONS, DELINEATORS FINES SHOULD BE EXTENDED ALONG CENTRELINE TRIPLE TO A POINT BEYOND THE WORK AREA AT *3 *3 SPACING.

3. THE REGULATORY SPEED SIGN USED WD-A33R AT THE END OF THE WORK ZONE MUST (OR WD-A33L) MATCH THE SPEED LIMIT THAT WAS POSTED PREVIOUS TO THE WORK ZONE. *3

RB-31

*3 WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1 TCDMWZ 9-09

Section: SHORT DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS MANUAL FOR WORK ZONES Subject: TEMPORARY HIGHWAY CLOSURE

TYPICAL PLAN FLASHING LIGHTS (IF AVAILABLE)

REGULAR OR WZ 0 - <60 60 - 100 km/h CODE* SPEED LIMIT km/h (m) (m) RS-26 LANE CLOSURE 1 40-74 75 - 150 CS-12L TAPER LENGTH ROAD DISTANCE 5-9 10 -15 2 BETWEEN MARKERS CLOSED HAZARD CS-12L DISTANCE 30-89 90 -150 3 BETWEEN SIGNS CS-12L

CS-13 CS-13

70 m TO 150 m

NOTES: FLAGPERSON 1. DEPENDENT UPON THE CONDITIONS (NOTE 5&6) TRAFFIC CONTROL DEVICES MAY OR MAY NOT BE SET UP FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION. 90 m

2. ERECT ONLY A SINGLE BARRICADE MINIMUM WHEN TRAFFIC CONTROL DEVICES ARE NOT REQUIRED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION. WD-A45 3. SIGNING USED TO ADVISE OF A CLOSURE FARTHER DOWN THE (NOTE 5&6) HIGHWAY WILL ONLY USE A SINGLE BARRICADE OR IN ITS PLACE AN INFORMATION SIGN. *3 4. ERECT BARRICADE OR SIGN ON RIGHT SHOULDER. MAXIMUM 5. IF INFORMATION SIGN (RS-25) IS USED, FLAGPERSONS, WD-A45 SIGN AND 60 CS-46C CS-46C SIGN MAY NOT BE REQUIRED. FINES TRIPLE 6. ONE FLAGPERSON IS REQUIRED FOR ALL ACTIVITIES IN WHICH ONE LANE IS BEING AFFECTED BY CONSTRUCTION. *3 ADDITIONAL FLAGPERSONS ARE OPTIONAL FOR WHEN TO USE ADDITIONAL FLAGPERSONS REFER TO TCDM 701.

TWO FLAGPERSONS ARE REQUIRED FOR WD-A41 ALL ACTIVITIES IN WHICH BOTH LANES ARE AFFECTED BY CONSTRUCTION. WORKERS FLAGPERSON(S) SHALL BE VISIBLE TO THE PRESENT WD-A41T MOTORISTS APPROACHING THE WORK ZONE FOR A MINIMUM OF 125 METRES. *3

HIGHWAY CLOSED RS-25 AHEAD WORKERS SIGN MAY BE MOUNTED ON REAR OF PARKED TRUCK

Date Page 2013-02-22 1of1 TCDMWZ 9-10

Section: SHORT DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLAN

Subject: MANUAL FOR WORK ZONES TEMPORARY HIGHWAY CONDITION

TYPICAL PLAN

REGULAR OR WZ 0 - <60 60 - 100 km/h END CODE* SPEED LIMIT km/h (m) (m) OF LANE CLOSURE 1 40 - 74 75 - 150 TAPER LENGTH WORK

DISTANCE AREA 5 - 9 10 -15 2 BETWEENBETWEEN MARKERS

DISTANCE CS-16 30 - 89 90 -150 3 BETWEEN SIGNS

NOTES: 8 km 1. a) TWO LANE HIGHWAYS: MAXIMUM CORRESPONDING TRAFFIC CONTROL DEVICES MAY BE REQUIRED FOR TRAFFIC TRAVELLING (SEE NOTE 2) IN THE OPPOSITE DIRECTION.

b) FOUR LANE HIGHWAY: CORRESPONDING TRAFFIC CONTROL DEVICES MAY BE REQUIRED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION.

2. MAXIMUM DISTANCE BETWEEN SIGNS OR SERIES OF SIGNS IS 8 km.

3. MAXIMUM LENGTH OF SECTION WITH NO TEMPORARY SURFACE CONDITIONS ALLOWED WITHIN A SIGNING ZONE IS 2 km. SECTIONS FRESH GREATER THAN 2 km NECESSITATE THE START OF A NEW SIGNING ZONE. OIL

4. DEPENDANT ON THE CONDITION OF SURFACE; SIGNS WHICH MAY BE USED ARE: FRESH OIL CS-7 ROUGH ROAD CS-8 8 km CS-7 LOOSE GRAVEL CS-9 MAXIMUM LOOSE STONES CS-28 (SEE NOTE 2)

*3 FRESH OIL

1 km MINIMUM TO 2 km MAXIMUM CS-7

CONSTRUCTION

CS-33

Date Page 2013-02-22 1 of 1 TCDMWZ 9-11

Section: SHORT DURATION WORK TRAFFIC CONTROL DEVICES TYPICAL PLANS

Subject: MANUAL FOR WORK ZONES EXTENDED WORK AREAS IN WORK ZONES

TYPICAL PLAN

RB-32

*3 MAXIMUM * REGULAR OR WZ 0 - <60 60 - 100 km/h RB-1 CODE SPEED LIMIT km/h (m) (m) 100 (NOTE 5) LANE CLOSURE *3 40 - 74 75 - 150 1 TAPER LENGTH END OF DISTANCE CS-16 2 5 - 9 10 -15 WORK BETWEENBETWEEN MARKERS AREA

DISTANCE 30 - 89 90 -150 3 BETWEEN SIGNS

MAXIMUM NOTES: 3km 1. CORRESPONDING TRAFFIC CONTROL DEVICES WILL BE ERECTED FOR TRAFFIC TRAVELLING IN THE OPPOSITE DIRECTION. WD-A41 2. THE WD-A41, WD-A41T & CS-46C SIGNS ARE INSTALLED EVERY 3 KM ALONG WITH WD-A45 & MAXIMUM WD-A46 SIGNS WHEN APPLICABLE. 60 (NOTES 2-4) 3. COVER/REMOVE WD-A41, WD-A41T, CS-46C1, FINES AND WD-A45 WHEN WORKERS OR EQUIPMENT WORKERS TRIPLE ARE NOT PRESENT IN THE 3 KM SECTION. PRESENT WD-A41T RB-31 CS-46C WD-A45 4. ONE FLAGPERSON IS REQUIRED FOR ALL ACTIVITIES IN WHICH ONE LANE IS AFFECTED BY CONSTRUCTION. MAXIMUM ADDITIONAL FLAGPERSONS ARE OPTIONAL. 3km FOR WHEN TO USE ADDITIONAL WD-A41 FLAGPERSONS REFER TO TCDM 701. MAXIMUM TWO FLAGPERSONS ARE REQUIRED FOR ALL ACTIVITIES IN WHICH BOTH LANES ARE BEING 60 (NOTES 2-4) AFFECTED BY CONSTRUCTION. FINES TRIPLE WORKERS FLAGPERSON(S) SHALL BE VISIBLE TO THE PRESENT MOTORISTS APPROACHING THE WORK ZONE WD-A41TRB-31 CS-46C WD-A45 FOR A MINIMUM OF 125 METRES. 70-150 m 5. THE REGULARTORY SPEED SIGN USED AT THE FLAGPERSON END OF THE WORK ZONE MUST MATCH THE (NOTE 4) SPEED LIMIT THAT WAS POSTED PREVIOUS 90 m TO THE WORK ZONE. MINIMUM WD-A45 USE CORE SIGNING FROM TCDM TYPICAL PLAN THAT *3 MAXIMUM CORRESPONDS TO CS-46C THE APPROPRIATE 60 ACTIVITY FINES TRIPLE PERFORMED *3

RB-31

*3 WD-A41

WORKERS PRESENT WD-A41T

Date Page 2013-02-22 1 of 1