Uncontrolled Events Traffic Control Diagrams

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Traffic Management for Events
PREFACE
Uncontrolled Traffic Control Diagram
Declaration
The uncontrolled traffic management diagrams(TCD) have been provided as a guide and
assistance to event organisers in the preparation of a Traffic Control Diagram for Events. It is the
user’s responsibility to verify that the TCD(s) satisfies the user’s requirements
All Traffic Management Plans and Traffic Control Diagrams for events must be prepared and
endorsed by a person holding a current Main Roads accreditation in either Worksite Traffic
Management (WTM) or Advanced Worksite Traffic Management (AWTM). Further information
regarding Traffic Management Plan preparation, management and accreditation is provided in
Section 7 and 10, Main Roads’ Traffic Management for Events Code of Practice.
Main Roads’ Traffic Management for Events Code of Practice is available from the Main Roads
webiste www.mainroads.wa.gov.au (Using Roads > Road and Traffic Information >Traffic
Management > Events)
To the extent permitted by law, Main Roads, its employees, agents, authors and contributors are not
liable for any loss resulting from any action taken or reliance made by you on the information herein
displayed. Main Roads hold no responsible as to the accuracy of the content and the suitability of
the information been provided
It is the sole responsibility of the end user to ensure and verify the content provided is consistent
with Main Roads’ Traffic Management for Events Code of Practice, current standards and best
practice. For further information, please contact Main Roads’ Road Safety Policy Coordinator on
(08) 9323 4110.
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Date
March 2011
.
Section /
Page
Whole
document
AMENDMENT / REVISION
STATUS RECORD
Amendment / Revision Description
Relationship between Dimension ‘D’ and approach speed
clarified
Traffic Management for Events
INDEX
Uncontrolled Traffic Control Diagram
On Road Bicycle Race
Control at Regulatory Signed 4-Way Intersection - Right Turn from TCD BR01-1
- Right Turn or Straight Through from TCD BR02-1
- Left Turn from TCD BR03-1
- Left Turn from TCD BR04-1
- Straight Through on Major Road TCD BR05-1
Straight Through on Minor Road TCD BR06-1
Control at 3-Way Intersection - Right Turn from Continuing Road TCD BR07-1
- Right Turn from Terminating Road TCD BR08-1
- Left Turn from Continuing Road TCD BR09-1
- Left Turn from Terminating Road TCD BR10-1
Control at 4-Way Roundabout - Right Turn TCD BR11-1
- Left Turn TCD BR12-1
- Straight Through TCD BR13-1
Control at 3-Way Roundabout - Right Turn from Continuing Road TCD BR14-1
- Right Turn from Terminating Road TCD BR15-1
- Left Turn from Continuing Road TCD BR16-1
- Left Turn from Terminating Road TCD BR17-1
U-Turn on 2-Way Carriageway
TCD BR18-1
On Road Race (Non Vehicular)
Control at 4-Way Intersection - Straight Through on TCD FR01-1
- Straight Through on TCD FR02-1
Off Road Race
Control at Shared Path Crossing - Straight Through on Shared Path TCD FR03-1
- Control at T Intersection Shared Path Crossing TCD FR04-1
Road Closure
Detour at 3-Way Intersection - Closure of TCD RC01-1
- Closure of TCD RC02-1
Traffic Management for Events
Insert Road Name
Uncontrolled Traffic Control Diagram
Control at Regulatory Signed 4-way Intersection
Right Turn from Major Road
For Signed Controlled Intersection
For Signed Controlled Intersection
‘D’ m otherwise ‘2D’ m
‘D’ m otherwise ‘2D’ m
‘D’ m
Insert Road Name
(#)
(#)
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR01
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR01
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook.
4. Additional traffic controllers/ marshals and/or containment fencing to be used to control pedestrians where
conflict between pedestrians crossing minor leg and cyclists is likely to occur.
5. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
6. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
7. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
4
MR-TAW-27
900 x 600
2
T1-34(A)
900 x 600
2
T1-18(A)
900 x 600
2
Stop/Slow Bat
450DIA
1
Traffic Cones
700
2
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
2
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Control at Regulatory Signed 4-way Intersection
Right Turn from Minor Road
Uncontrolled Traffic Control Diagram
(#)
‘D’ m
‘D’ m
Insert Road Name
(#)
‘D’ m
‘D’ m
Insert Road Name
(#)
(#)
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR02
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR02
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller
Handbook.
4. Additional traffic controllers/ marshals and/or containment fencing to be used to control pedestrians where
conflict between pedestrians crossing minor leg and cyclists is likely to occur.
5. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
6. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
7. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
10.Traffic controllers to bring to a stop all traffic and to assist in clearing all intersection traffic located on the event
course side road prior to the arrival of the event participants.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
5
MR-TAW-27
900 x 600
1
T1-34(A)
900 x 600
5
T1-18(A)
900 x 600
5
Stop/Slow Bat
450DIA
3
Traffic Cones
700
4
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
4
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Insert Road Name
Uncontrolled Traffic Control Diagram
Control at Regulatory Signed 4-way Intersection
Left Turn from Major Road
For Signed Controlled Intersection
‘D’ m otherwise ‘2D’ m
For Signed Controlled Intersection
Insert Road Name
(Refer Sheet 2 for Notes and Condition of Use)
‘D’ m otherwise ‘2D’ m
Not to Scale
BR03
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR03
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. Traffic controllers/marshals and/or containment fencing to be used to control pedestrians where conflict
between pedestrians crossing minor leg and cyclists is likely to occur.
3. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
4. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
5. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
6. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
7. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
SIGN AND DEVICE INVENTORY
Sign/
Device
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
4
MR-TAW-27
900 x 600
4
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Control at Regulatory Signed 4-Way Intersection
Left Turn from Minor Road
(#)
‘D’ m
(#)
Controlled Intersection
‘D’ m otherwise ‘2D’ m
Insert Road Name
Insert Road Name
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR04
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR04
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook.
4. Additional traffic controllers/ marshals and/or containment fencing to be used to control pedestrians where
conflict between pedestrians crossing minor leg and cyclists is likely to occur.
5. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
6. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
7. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
10.Traffic controller to bring to a stop all traffic and to assist in clearing all intersection traffic located on the event
course side road prior to the arrival of the event participants.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
3
MR-TAW-27
900 x 600
1
T1-34(A)
900 x 600
2
T1-18(A)
900 x 600
2
Stop/Slow Bat
450DIA
1
Traffic Cones
700
2
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
2
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Traffic Control at 4-Way Intersection
Straight Through on Major Road
(#)
(Refer Sheet 2 for Notes and Condition of Use)
(#)
Insert Road Name
Insert Road Name
Not to Scale
BR05
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR05
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. MR-TAW-28 (Runner) sign can be substituted with MR-TAW-29 (Wheelbarrow) sign or MR-TAW-31
(Pedestrian) sign as applicable.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
4
MR-TAW-28
900 x 600
2
T1-34(A)
900 x 600
4
T1-18(A)
900 x 600
4
Stop/Slow Bat
450DIA
3
Traffic Cones
700
2
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
2
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Control at Regulatory Signed 4-Way Intersection
Straight Through on Minor Road
(#)
(#)
Controlled Intersection
‘D’ m otherwise ‘2D’ m
Insert Road Name
Insert Road Name
(#)
(#)
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR06
1
1
Insert North
Point
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR06
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook.
4. Additional traffic controllers/ marshals and/or containment fencing to be used to control pedestrians where
conflict between pedestrians crossing minor leg and cyclists is likely to occur.
5. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
6. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
7. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
10.Traffic controllers to bring to a stop all traffic and to assist in clearing all intersection traffic located on the event
course side road prior to the arrival of the event participants.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
5
MR-TAW-27
900 x 600
1
T1-34(A)
900 x 600
4
T1-18(A)
900 x 600
4
Stop/Slow Bat
450DIA
2
Traffic Cones
700
4
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
4
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Control at 3-Way Intersection
Right Turn from Continuing Road
Uncontrolled Traffic Control Diagram
(#)
(#)
Insert Road Name
Controlled Intersection
Insert Road Name
‘D’ m otherwise ‘2D’ m
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR07
1
1
Insert North
Point
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR07
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook.
4. Additional traffic controllers/ marshals and/or containment fencing to be used to control pedestrians where
conflict between pedestrians crossing minor leg and cyclists is likely to occur.
5. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
6. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
7. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
3
MR-TAW-27
900 x 600
1
T1-34(A)
900 x 600
2
T1-18(A)
900 x 600
2
Stop/Slow Bat
450DIA
1
Traffic Cones
700
2
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
2
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Control at 3-Way Intersection
Right Turn from Terminating Road
Uncontrolled Traffic Control Diagram
(#)
(#)
(#)
Insert Road Name
Insert Road Name
(#)
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR08
1
1
Insert North
Point
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR08
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook.
4. Additional traffic controllers/ marshals and/or containment fencing to be used to control pedestrians where
conflict between pedestrians crossing minor leg and cyclists is likely to occur.
5. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
6. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
7. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
10.Traffic controllers to bring to a stop all traffic and to assist in clearing all intersection traffic located on the event
course side road prior to the arrival of the event participants.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
4
T1-34(A)
900 x 600
4
T1-18(A)
900 x 600
4
Stop/Slow Bat
450DIA
2
Traffic Cones
700
4
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
4
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Control at Regulatory Signed 3-Way Intersection
Left Turn from Continuing Road
Insert Road Name
Controlled Intersection
Insert Road Name
‘D’ m otherwise ‘2D’ m
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR09
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR09
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook.
3. Additional traffic controllers/ marshals and/or containment fencing to be used to control pedestrians where
conflict between pedestrians crossing minor leg and cyclists is likely to occur.
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
8. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
SIGN AND DEVICE INVENTORY
Sign/
Device
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
3
MR-TAW-27
900 x 600
3
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Control at 3-Way Intersection
Left Turn from Terminating Road
Uncontrolled Traffic Control Diagram
(#)
(#)
Insert Road Name
Insert Road Name
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR10
1
1
Insert North
Point
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR10
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook.
4. Additional traffic controllers/ marshals and/or containment fencing to be used to control pedestrians where
conflict between pedestrians crossing minor leg and cyclists is likely to occur.
5. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
6. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
7. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
10.Traffic controllers to bring to a stop all traffic and to assist in clearing all intersection traffic located on the event
course side road prior to the arrival of the event participants.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
2
T1-34(A)
900 x 600
2
T1-18(A)
900 x 600
2
Stop/Slow Bat
450DIA
1
Traffic Cones
700
2
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
2
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
(#)
Uncontrolled Traffic Control Diagram
Control at 4-Way Roundabout
Left Turn
(#)
(Refer Sheet 2 for Notes and Condition of Use)
(#)
Insert Road Name
(#)
Insert Road Name
Not to Scale
BR11
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR11
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
8. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
6
MR-TAW-27
900 x 600
2
T1-34(A)
900 x 600
4
T1-18(A)
900 x 600
4
Stop/Slow Bat
450DIA
2
Traffic Cones
700
4
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
4
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Control at 4-Way Roundabout
Left Turn
(#)
Uncontrolled Traffic Control Diagram
(#)
(Refer Sheet 2 for Notes and Condition of Use)
(#)
Insert Road Name
(#)
Insert Road Name
Not to Scale
BR12
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR12
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
8. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
6
MR-TAW-27
900 x 600
2
T1-34(A)
900 x 600
4
T1-18(A)
900 x 600
4
Stop/Slow Bat
450DIA
2
Traffic Cones
700
4
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
4
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
(#)
Uncontrolled Traffic Control Diagram
Control at 4-Way Roundabout
Straight Through
(#)
(Refer Sheet 2 for Notes and Condition of Use)
(#)
Insert Road Name
(#)
Insert Road Name
Not to Scale
BR13
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR13
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
8. Dimension of 'D' is the distance (in metres) equal to the speed limit in kilometres per hour or the average (85 th
percentile) approach speed of traffic where significantly different from the speed limit. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
6
MR-TAW-27
900 x 600
2
T1-34(A)
900 x 600
4
T1-18(A)
900 x 600
4
Stop/Slow Bat
450DIA
2
Traffic Cones
700
4
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
4
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Control at 3-Way Roundabout
Right Turn from Continuing Road
Uncontrolled Traffic Control Diagram
(#)
‘D’ m
‘D’ m
(#)
(#)
Insert Road Name
‘D’ m
‘D’ m
Insert Road Name
(#)
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR14
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR14
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
8. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
4
T1-34(A)
900 x 600
4
T1-18(A)
900 x 600
4
Stop/Slow Bat
450DIA
2
Traffic Cones
700
4
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
4
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Control at 3-Way Roundabout
Right Turn from Terminating Road
(#)
‘D’ m
‘D’ m
(#)
Insert Road Name
‘2D’ m
Insert Road Name
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR15
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR15
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
8. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
4
MR-TAW-27
900 x 600
2
T1-34(A)
900 x 600
2
T1-18(A)
900 x 600
2
Stop/Slow Bat
450DIA
1
Traffic Cones
700
2
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
4
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Control at 3-Way Roundabout
Left Turn from Continuing Road
Uncontrolled Traffic Control Diagram
‘D’ m
Insert Road Name
(#)
‘D’ m
Insert Road Name
(#)
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR16
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR16
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
8. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
2
T1-34(A)
900 x 600
2
T1-18(A)
900 x 600
2
Stop/Slow Bat
450DIA
1
Traffic Cones
700
2
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
4
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Control at 3-Way Roundabout
Left Turn from Terminating Road
(#)
‘D’ m
‘D’ m
(#)
Insert Road Name
Insert Road Name
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR17
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR17
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
8. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
2
T1-34(A)
900 x 600
2
T1-18(A)
900 x 600
2
Stop/Slow Bat
450DIA
1
Traffic Cones
700
2
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-27
900 x 600
2
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
U-Turn on Two-Way Carriageway
Insert Road Name
Uncontrolled Traffic Control Diagram
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
BR18
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD BR18
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. Additional traffic controllers/ marshals and/or containment fencing to be used to control pedestrians where
conflict between pedestrians crossing minor leg and cyclists is likely to occur.
5. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
6. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
7. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
SIGN AND DEVICE INVENTORY
Sign/
Device
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
4
MR-TAW-27
900 x 600
4
T1-34(A)
900 x 600
2
T1-18(A)
900 x 600
2
Stop/Slow Bat
450DIA
1
Traffic Cones
700
10
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Traffic Control at 4-Way Intersection
Straight Through on Major Road
Insert Road Name
Insert Road Name
(#)
(#)
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
FR01
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD FR01
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. MR-TAW-28 (Runner) sign can be substituted with MR-TAW-29 (Wheelbarrow) sign or MR-TAW-31
(Pedestrian) sign as applicable.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
4
MR-TAW-28
900 x 600
2
T1-34(A)
900 x 600
4
T1-18(A)
900 x 600
4
Stop/Slow Bat
450DIA
3
Traffic Cones
700
2
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-28
900 x 600
2
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Control at Regulatory Signed 4-Way Intersection
Straight Through on Minor Road
Uncontrolled Traffic Control Diagram
(#)
(#)
Insert Road Name
Insert Road Name
(#)
(#)
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
FR02
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD FR02
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. MR-TAW-28 (Runner) sign can be substituted with MR-TAW-29 (Wheelbarrow) sign or MR-TAW-31
(Pedestrian) sign as applicable.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
10.Traffic controllers to bring to a stop all traffic and to assist in clearing all intersection traffic located on the event
course side road prior to the arrival of the event participants.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
5
MR-TAW-28
900 x 600
1
T1-34(A)
900 x 600
5
T1-18(A)
900 x 600
5
Stop/Slow Bat
450DIA
3
Traffic Cones
700
4
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-28
900 x 600
4
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Control at Shared Path Crossing
Straight Through on Shared Path
(#)
(#)
Insert Road Name
Shared Path
(#)
(#)
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
FR03
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD FR03
1. The maximum approach speed of traffic is 60 km/h.
2. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
3. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
4. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
5. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. MR-TAW-28 (Runner) sign can be substituted with MR-TAW-27 (Cyclist) sign, MR-TAW-29 (Wheelbarrow)
sign or MR-TAW-31 (Pedestrian) sign as applicable.
8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
9. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
4
T1-34(A)
900 x 600
4
T1-18(A)
900 x 600
4
Stop/Slow Bat
450DIA
2
Traffic Cones
700
4
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-28
900 x 600
4
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
(#)
Uncontrolled Traffic Control Diagram
Control at T-Intersection Shared Path Crossing
Straight Through on Shared Path
Insert Road Name
(#)
(#)
Distance not to
exceed 50 m
(#)
(Refer Sheet 2 for Notes and Condition of Use)
(#)
Insert Road Name
Shared Path
Not to Scale
FR04
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD FR04
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum approach speed of traffic is 60 km/h.
3. The maximum traffic volume on the continuing road is 5 000 vpd.
4. The maximum traffic volume on the terminating road is 1 500 vpd.
5. Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..
6. The traffic control signs shall be displayed only when the race event is in progress and all traffic control
devices shall be removed immediately after the event.
7. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
8. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
9. MR-TAW-28 (Runner) sign can be substituted with MR-TAW-27 (Cyclist) sign, MR-TAW-29 (Wheelbarrow)
sign or MR-TAW-31 (Pedestrian) sign as applicable.
10. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
11. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
(#)
Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic
Sign may be omitted subject to Road Authority Approval.
SIGN AND DEVICE INVENTORY
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
3
MR-TAW-34
1800 x 600
4
T1-34(A)
900 x 600
4
T1-18(A)
900 x 600
4
Stop/Slow Bat
450DIA
2
Traffic Cones
700
4
Sign/
Device
(#)
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-28
900 x 600
6
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Detour at 3-Way Intersection
Closure of Major Road
Insert Road Name
Insert Road Name
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
RC01
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD RC01
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.
3. Marshal/s to be provided to move barricades as required to allow vehicle access to and from closed road for
property owners, business proprietors, event participants, etc.
4. Appropriate reassurance and ‘End Detour’ signing shall be specified to supplement the detour arrangement
shown.
5. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
6. MR-TAW-28 (Runner) sign can be substituted with MR-TAW-27 (Cyclist) sign, MR-TAW-29 (Wheelbarrow)
sign or MR-TAW-31 (Pedestrian) sign as applicable.
7. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific
Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the
implementation of the TMP.
8. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
9. Detour signs (T5-1)(L or R) to be located at intersection involving change in directions, to reassure and guide
traffic along the route of the road detour. Route detour must be checked to verify suitable for use by the
dominated vehicle type.
SIGN AND DEVICE INVENTORY
Sign/
Device
AS/MR Ref.
Sign
Dimension
(MM)
Qty
MR-TAW-30
1200 x 600
2
Barricade
T1-6
1200 x 600
2
T2-23(A)
T5-1(L)(A)
1200 x 300
2+
T5-1(R)(A)
1200 x 300
2+
T2-4(A)
1800 x 300
1
MR-TP-19
1800 x 200
1
Sign/
Device
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
AS/MR Ref.
Sign
Dimension
(MM)
Qty
2+
1200 x 600
1
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Detour at 3-Way Intersection
Closure of Minor Road
Insert Road Name
Insert Road Name
(Refer Sheet 2 for Notes and Condition of Use)
Not to Scale
RC02
1
1
Insert North
Point
A4
2
FINAL
Traffic Management for Events
Uncontrolled Traffic Control Diagram
Sheet 2 - Notes and Conditions of Use to Diagram TCD RC02
1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.
2. The maximum traffic volume on the continuing road is 5 000 vpd.
3. The maximum traffic volume on the terminating road is 1 500 vpd.
4. Marshal/s to be provided to move barricades as required to allow vehicle access to and from closed road for
property owners, business proprietors, event participants, etc.
5. Appropriate reassurance and ‘End Detour’ signing shall be specified to supplement the detour arrangement
shown.
6. This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the
relevant authority unless specified otherwise.
7. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is
travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be
determined from Table 1 below.
SIGN AND DEVICE INVENTORY
Sign/
Device
AS/MR Ref.
Sign
Dimension
(MM)
Qty
T2-4(A)
1800 x 300
MR-TAW-34
Sign/
Device
AS/MR Ref.
Sign
Dimension
(MM)
Qty
1
G9-40-2(A)
Barricade
1
1800 x 2600
4
Barricade
Barricade
2+
T1-32(A)
1800 x 200
4
MR-TP-19
1800 x 200
1
T5-1(L)(A)
1200 x 300
1
T5-1(R)(A)
1200 x 300
1
Key Reference Documents
•
•
•
•
Main Roads Western Australian Traffic Management for ‘Events’ and
‘Roadworks’ Code of Practice.
Australian Standards AS1742.3 – Traffic Control for Works on Roads.
Approved ‘Event’ Traffic Management Plan.
‘Event’ Risk and Emergency Plan.
Table1
Speed of Traffic
km/h
Value of 'D'
m
55 or less
15
56 to 65
45
Greater than 65
Equals speed of
traffic, in Km/h
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