section f1 level 2 roads signs and layout diagrams · signs and layout diagrams static operations...
TRANSCRIPT
![Page 1: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/1.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F0 - 1 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS
STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No
Temporary Speed Limit
F1.2 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – Temporary Speed Limit
F1.3 TWO-WAY TWO-LANE LEVEL 2 ROAD: Other Hazard – Flooding
F1.4 TWO-WAY TWO-LANE LEVEL 2 ROAD: One Lane Closure - Manual Traffic Controllers
F1.5 TWO-WAY TWO-LANE LEVEL 2 ROAD: One Lane Closure - Portable Traffic Signals
F1.6 TWO-WAY TWO-LANE LEVEL 2 ROAD: One Lane Closure - Temporary Two-Lane Diversion
F1.7 TWO-WAY TWO-LANE LEVEL 2 ROAD: Work Site in Centre of Road
F1.8 TWO-WAY TWO-LANE LEVEL 2 ROAD: Temporary Road Closure – Less than five (5) minutes at a time
F1.9 TWO-WAY TWO-LANE LEVEL 2 ROAD: New Chip Seal – Attended work Site
F1.10 TWO-WAY TWO-LANE LEVEL 2 ROAD: New Chip Seal - Unattended Work Site
F1.11 TWO-WAY TWO-LANE LEVEL 2 ROAD: Road Closure – With Detour
F1.12 TWO WAY TWO-LANE LEVEL 2 ROAD: Footpath Closure – Temporary Footpath Provided
F1.13 TWO WAY TWO-LANE LEVEL 2 ROAD: Cycle Lane Closure – Temporary Cycle Lane Provided
F1.14 TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 2 ROAD: Left Lane Closure
F1.15 TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 2 ROAD: Right Lane Closure
F1.16 TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 2 ROAD: Two Lane Closure - One Lane Temporary Diversion
F1.17 TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 2 ROAD: One Lane Closure - Two Lane Temporary Diversion
F1.18 THREE-LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 2 ROAD: Left Lane Closure
F1.19 THREE-LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 2 ROAD: Right Lane Closure
![Page 2: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/2.jpg)
F0 - 2 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
F1.20 THREE -LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 2 ROAD: Two Lane Closure - Left and Centre Lanes
F1.21 THREE-LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 2 ROAD: Two Lane Closure - Right and Centre Lanes
F1.22 THREE-LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 2 ROAD: Two Lane Closure - Two Lane Temporary Diversion
F1.23 DIVIDED or ONE-WAY LEVEL 2 ROAD: Site Access
F1.24 PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD: Left Lane Closure – With Chicane
F1.25 PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD: Centre Lane Closure
F1.26 PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD: Left and Centre Lane Closure within the first 600m of a Passing Lane
F1.27 PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD: Centre Lane Closure within the first 600m of a Passing Lane
F1.28 PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD: Right Lane Closure within the first 600m of a Passing Lane
F1.29 PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD: Right Lane Closure with Chicane
![Page 3: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/3.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F0 - 3 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
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![Page 4: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/4.jpg)
F0 - 4 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 5: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/5.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 1 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.1: TWO-WAY TWO-LANE LEVEL 2 ROAD Shoulder Closure - No Temporary Speed Limit
NOTE: Where only one sign is erected in advance of the start of a cone taper the
distance from the sign to the start of the taper must be (2xC).
![Page 6: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/6.jpg)
F1 - 2 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 7: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/7.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 3 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.2: TWO-WAY TWO-LANE LEVEL 2 ROAD Shoulder Closure - Temporary Speed Limit
![Page 8: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/8.jpg)
F1 - 4 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 9: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/9.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 5 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.3: TWO-WAY TWO-LANE LEVEL 2 ROAD Other Hazard – Flooding
![Page 10: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/10.jpg)
F1 - 6 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 11: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/11.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 7 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.4: TWO-WAY TWO-LANE LEVEL 2 ROAD One Lane Closure - Manual Traffic Controllers
![Page 12: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/12.jpg)
F1 - 8 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 9 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.5: TWO-WAY TWO-LANE LEVEL 2 ROAD One Lane Closure - Portable Traffic Signals
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F1 - 10 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 11 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.6: TWO-WAY TWO-LANE LEVEL 2 ROAD One Lane Closure -Temporary Two Lane Diversion
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F1 - 12 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 17: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/17.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 13 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.7: TWO-WAY TWO-LANE LEVEL 2 ROAD Work Site in Centre of Road
![Page 18: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/18.jpg)
F1 - 14 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 15 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.8: TWO-WAY TWO-LANE LEVEL 2 ROAD Temporary Road Closure - Less than five (5) minutes at a time
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F1 - 16 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 17 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.9: TWO-WAY TWO-LANE LEVEL 2 ROAD New Chip Seal - Attended Work Site
![Page 22: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/22.jpg)
F1 - 18 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 23: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/23.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 19 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.10: TWO-WAY TWO-LANE LEVEL 2 ROAD New Chip Seal - Unattended Work Site
![Page 24: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/24.jpg)
F1 - 20 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 25: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/25.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 21 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.11: TWO-WAY TWO-LANE LEVEL 2 ROAD Road Closure - With Detour
![Page 26: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/26.jpg)
F1 - 22 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 27: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/27.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 23 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.12: TWO-WAY TWO-LANE LEVEL 2 ROAD Footpath Closure - Temporary Footpath Provided
![Page 28: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/28.jpg)
F1 - 24 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 29: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/29.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 25 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.13: TWO-LANE TWO-WAY LEVEL 2 ROAD Cycle Lane Closure - Temporary Cycle Lane Provided
![Page 30: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/30.jpg)
F1 - 26 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 31: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/31.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 27 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.14: TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 2 ROAD Left Lane Closure
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F1 - 28 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 29 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.15: TWO-LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 2 ROAD Right Lane Closure
![Page 34: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/34.jpg)
F1 - 30 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 35: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/35.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 31 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.16: TWO -LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 2 ROAD Two Lane Closure - One Lane Temporary Diversion
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F1 - 32 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
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CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 33 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.17: TWO -LANE DIVIDED or TWO-LANE ONE-WAY LEVEL 2 ROAD One Lane Closure - Two Lane Temporary Diversion
![Page 38: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/38.jpg)
F1 - 34 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 39: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/39.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 35 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.18: THREE -LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 2 ROAD Left Lane Closure
![Page 40: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/40.jpg)
F1 - 36 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 41: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/41.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 37 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.19: THREE-LANE DIVIDED OR THREE-LANE ONE-WAY LEVEL 2 ROAD Right Lane Closure
![Page 42: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/42.jpg)
F1 - 38 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 43: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/43.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 39 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.20: THREE -LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 2 ROAD Two Lane Closure - Left and Centre Lanes
![Page 44: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/44.jpg)
F1 - 40 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 45: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/45.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 41 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.21: THREE -LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 2 ROAD Two Lane Closure – Right and Centre Lanes
![Page 46: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/46.jpg)
F1 - 42 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 47: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/47.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 43 ____________________ SP/M/010 - Third Edition: November 2004 Update ___________________
F1.22: THREE -LANE DIVIDED or THREE-LANE ONE-WAY LEVEL 2 ROAD Two Lane Closure - Two Lane Temporary Diversion
![Page 48: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/48.jpg)
F1 - 44 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ____________________ SP/M/010 - Third Edition: November 2004 Update____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 49: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/49.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 45 _________________________SP/M/010 - Third Edition: October 2004 ________________________
F1.23: DIVIDED or ONE-WAY LEVEL 2 ROAD Site Access
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F1 - 46 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 51: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/51.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 47 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.24: PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD Left Lane Closure - With Chicane
![Page 52: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/52.jpg)
F1 - 48 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 53: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/53.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 49 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.25: PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD Centre Lane Closure
![Page 54: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/54.jpg)
F1 - 50 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 55: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/55.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 51 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.26: PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD Left and Centre Lane Closure within the first 600m of a Passing Lane
![Page 56: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/56.jpg)
F1 - 52 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 57: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/57.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 53 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.27: PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD Centre Lane Closure within the first 600m of a Passing Lane
![Page 58: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/58.jpg)
F1 - 54 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 59: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/59.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 55 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.28: PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD Right Lane Closure within the first 600m of a Passing Lane
![Page 60: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/60.jpg)
F1 - 56 CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT ___________________ SP/M/010 - Third Edition: November 2004 Update ____________________
Permanent Speed Limit ≤≤≤≤
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
m m m m m Traffic Signs
A Sign Visibility Distance 60 70 80 100 120 C Sign Spacing ���� 50 60 70 80 100
Safety Zones D Longitudinal * 15 20 30 45 60
Lateral 1. Behind Cones etc 1 1 1 1 1 2. Behind Concrete Barrier 0.5 0.5 0.5 0.5 0.5
E
3. Behind Other Barriers As recommended by manufacturers Tapers
H Initial Taper Length Per Lane*** 90 100 120 150 180 I Subsequent Taper Length Per Lane ** 50 60 70 80 100 K Minimum Distance between Tapers 50 60 70 80 100
Delineation Devices ALL Tapers 2.5 2.5 2.5 2.5 2.5 Approaches, between Tapers and around the Working Space 5 5 10 10 10
Spac
ing
At merge and diverge points for ramps and slip lanes, intersecting road entry and exit points, and site accesses points
2.5m for 10m either side of a change in
alignment
2.5m for 20m either side of a change in
alignment
Table C2.3: Layout Distances for Level 2 Traffic Management
* No longitudinal safety zone is required when a barrier completely protects the approach
end of the site. ** Only applicable where the taper is located a sufficient distance from a temporary speed
restriction for drivers to have slowed down to the temporary speed. Taper length is based on a single lane shift of 3.5m
*** Taper length is based on a single lane shift of 3.5m ���� Where only one sign is erected in advance of the start of a cone taper the distance from
the sign to the start of the taper must be 2C. Minimum Lane Widths
Permanent/Temporary Speed 30 km/h
50 km/h
60 km/h
70 km/h
80 km/h
100 km/h
F Minimum Lane Width 2.75 m 3.00 m 3.00 m 3.25 m 3.25 m 3.50 m
Table C2.5: Minimum Lane Widths Where the traffic flow contains a high proportion of heavy vehicles wider lanes may be required for efficient traffic operation. Lane widths should, however, never be greater than 4m.
![Page 61: SECTION F1 LEVEL 2 ROADS SIGNS AND LAYOUT DIAGRAMS · SIGNS AND LAYOUT DIAGRAMS STATIC OPERATIONS F1.1 TWO-WAY TWO-LANE LEVEL 2 ROAD: Shoulder Closure – No Temporary Speed Limit](https://reader031.vdocuments.us/reader031/viewer/2022011921/60340c5e4e5b7028e214e830/html5/thumbnails/61.jpg)
CODE OF PRACTICE FOR TEMPORARY TRAFFIC MANAGEMENT F1 - 57 ___________________________________________ SP/M/010 - Third Edition: November 2004 Update _________________________________________
F1.29: PASSING LANE ON A TWO-LANE TWO-WAY LEVEL 2 ROAD Right Lane Closure - With Chicane