Traffic Management for Events Uncontrolled Traffic Control Diagram Declaration The uncontrolled traffic management diagrams(TCD) have been provided as.

Traffic Management for Events 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)www.mainroads.wa.gov.au 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. PREFACE

Traffic Management for Events Uncontrolled Traffic Control Diagram. AMENDMENT / REVISION STATUS RECORD DateSection / Page Amendment / Revision Description March 2011Whole document Relationship between Dimension ‘D’ and approach speed clarified

Traffic Management for Events Uncontrolled Traffic Control Diagram On Road Bicycle Race Control at Regulatory Signed 4-Way Intersection - - Right Turn fromTCD BR01-1 - Right Turn or Straight Through fromTCD BR02-1 - Left Turn fromTCD BR03-1 - Left Turn fromTCD BR04-1 - Straight Through on Major RoadTCD BR05-1 Straight Through on Minor RoadTCD BR06-1 Control at 3-Way Intersection - - Right Turn from Continuing RoadTCD BR07-1 - Right Turn from Terminating RoadTCD BR08-1 - Left Turn from Continuing RoadTCD BR09-1 - Left Turn from Terminating RoadTCD BR10-1 Control at 4-Way Roundabout - - Right TurnTCD BR11-1 - Left TurnTCD BR12-1 - Straight ThroughTCD BR13-1 Control at 3-Way Roundabout - - Right Turn from Continuing RoadTCD BR14-1 - Right Turn from Terminating RoadTCD BR15-1 - Left Turn from Continuing RoadTCD BR16-1 - Left Turn from Terminating RoadTCD BR17-1 U-Turn on 2-Way CarriagewayTCD BR18-1 On Road Race (Non Vehicular) Control at 4-Way Intersection - - Straight Through onTCD FR01-1 - Straight Through onTCD FR02-1 Off Road Race Control at Shared Path Crossing - - Straight Through on Shared PathTCD FR03-1 - Control at T Intersection Shared Path CrossingTCD FR04-1 Road Closure Detour at 3-Way Intersection - - Closure ofTCD RC01-1 - Closure ofTCD RC02-1 INDEX

Traffic Management for Events Uncontrolled Traffic Control Diagram 15 m ‘D’ m BR01 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) Not to Scale (#)(#) (#)(#) For Signed Controlled Intersection ‘D’ m otherwise ‘2D’ m For Signed Controlled Intersection ‘D’ m otherwise ‘2D’ m Control at Regulatory Signed 4-way Intersection Right Turn from Major Road Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h 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/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6004 MR-TAW-27900 x 6002 T1-34(A)900 x 6002 T1-18(A)900 x 6002 Stop/Slow Bat450DIA1 Traffic Cones7002 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR01 Table1 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-27900 x 6002 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. (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at Regulatory Signed 4-way Intersection Right Turn from Minor Road BR02 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) 15 m ‘D’ m Not to Scale (#)(#) (#)(#) ‘D’ m (#)(#) (#)(#) Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6005 MR-TAW-27900 x 6001 T1-34(A)900 x 6005 T1-18(A)900 x 6005 Stop/Slow Bat450DIA3 Traffic Cones7004 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR02 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-27900 x 6004 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at Regulatory Signed 4-way Intersection Left Turn from Major Road 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) 2D m BR03 Not to Scale For Signed Controlled Intersection ‘D’ m otherwise ‘2D’ m For Signed Controlled Intersection ‘D’ m otherwise ‘2D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6004 MR-TAW-27900 x 6004 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR03 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at Regulatory Signed 4-Way Intersection Left Turn from Minor Road 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) 15 m ‘D’ m BR04 Not to Scale (#)(#) (#)(#) ‘D’ m Controlled Intersection ‘D’ m otherwise ‘2D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6003 MR-TAW-27900 x 6001 T1-34(A)900 x 6002 T1-18(A)900 x 6002 Stop/Slow Bat450DIA1 Traffic Cones7002 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR04 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-27900 x 6002 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Traffic Control at 4-Way Intersection Straight Through on Major Road 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m 15 m ‘D’ m BR05 Not to Scale (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6004 MR-TAW-28900 x 6002 T1-34(A)900 x 6004 T1-18(A)900 x 6004 Stop/Slow Bat450DIA3 Traffic Cones7002 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR05 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-27900 x 6002 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram 15 m ‘D’ m Control at Regulatory Signed 4-Way Intersection Straight Through on Minor Road 1 12 FINAL (Refer Sheet 2 for Notes and Condition of Use) 15 m ‘D’ m BR06 Not to Scale (#)(#) (#)(#) (#)(#) (#)(#) ‘D’ m Controlled Intersection ‘D’ m otherwise ‘2D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6005 MR-TAW-27900 x 6001 T1-34(A)900 x 6004 T1-18(A)900 x 6004 Stop/Slow Bat450DIA2 Traffic Cones7004 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR06 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-27900 x 6004 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at 3-Way Intersection Right Turn from Continuing Road 12 FINAL (Refer Sheet 2 for Notes and Condition of Use) 15 m ‘D’ m BR07 1 Not to Scale (#)(#) (#)(#) ‘D’ m Controlled Intersection ‘D’ m otherwise ‘2D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6003 MR-TAW-27900 x 6001 T1-34(A)900 x 6002 T1-18(A)900 x 6002 Stop/Slow Bat450DIA1 Traffic Cones7002 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR07 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-27900 x 6002 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at 3-Way Intersection Right Turn from Terminating Road 1 12 FINAL (Refer Sheet 2 for Notes and Condition of Use) 15 m ‘D’ m BR08 Not to Scale (#)(#) (#)(#) (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6004 T1-34(A)900 x 6004 T1-18(A)900 x 6004 Stop/Slow Bat450DIA2 Traffic Cones7004 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR08 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-27900 x 6004 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at Regulatory Signed 3-Way Intersection Left Turn from Continuing Road 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) 2D m BR09 Not to Scale Controlled Intersection ‘D’ m otherwise ‘2D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6003 MR-TAW-27900 x 6003 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR09 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at 3-Way Intersection Left Turn from Terminating Road 1 12 FINAL (Refer Sheet 2 for Notes and Condition of Use) 15 m ‘D’ m BR10 Not to Scale (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6002 T1-34(A)900 x 6002 T1-18(A)900 x 6002 Stop/Slow Bat450DIA1 Traffic Cones7002 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR10 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-27900 x 6002 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at 4-Way Roundabout Left Turn 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m 2D m ‘D’ m BR11 Not to Scale (#)(#) (#)(#) (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6006 MR-TAW-27900 x 6002 T1-34(A)900 x 6004 T1-18(A)900 x 6004 Stop/Slow Bat450DIA2 Traffic Cones7004 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR11 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-27900 x 6004 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at 4-Way Roundabout Left Turn 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m 2D m ‘D’ m BR12 Not to Scale (#)(#) (#)(#) (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at 4-Way Roundabout Straight Through 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m 2D m ‘D’ m BR13 Not to Scale (#)(#) (#)(#) (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6006 MR-TAW-27900 x 6002 T1-34(A)900 x 6004 T1-18(A)900 x 6004 Stop/Slow Bat450DIA2 Traffic Cones7004 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR13 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-27900 x 6004 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at 3-Way Roundabout Right Turn from Continuing Road 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m BR14 Not to Scale (#)(#) (#)(#) (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6004 T1-34(A)900 x 6004 T1-18(A)900 x 6004 Stop/Slow Bat450DIA2 Traffic Cones7004 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR14 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-27900 x 6004 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at 3-Way Roundabout Right Turn from Terminating Road 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m ‘2D’ m BR15 Not to Scale (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at 3-Way Roundabout Left Turn from Continuing Road 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m BR16 Not to Scale (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at 3-Way Roundabout Left Turn from Terminating Road 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m BR17 Not to Scale (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 2D m 30 m ‘D’ m 8 traffic cones at 4 m spacing's U-Turn on Two-Way Carriageway 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) BR18 Not to Scale ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6004 MR-TAW-27900 x 6004 T1-34(A)900 x 6002 T1-18(A)900 x 6002 Stop/Slow Bat450DIA1 Traffic Cones70010 Sheet 2 - Notes and Conditions of Use to Diagram TCD BR18 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1

Traffic Management for Events Uncontrolled Traffic Control Diagram Traffic Control at 4-Way Intersection Straight Through on Major Road 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m 15 m ‘D’ m FR01 Not to Scale (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6004 MR-TAW-28900 x 6002 T1-34(A)900 x 6004 T1-18(A)900 x 6004 Stop/Slow Bat450DIA3 Traffic Cones7002 Sheet 2 - Notes and Conditions of Use to Diagram TCD FR01 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-28900 x 6002 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at Regulatory Signed 4-Way Intersection Straight Through on Minor Road 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m 15 m ‘D’ m 15 m FR02 Not to Scale (#)(#) (#)(#) (#)(#) (#)(#) ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6005 MR-TAW-28900 x 6001 T1-34(A)900 x 6005 T1-18(A)900 x 6005 Stop/Slow Bat450DIA3 Traffic Cones7004 Sheet 2 - Notes and Conditions of Use to Diagram TCD FR02 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-28900 x 6004 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at Shared Path Crossing Straight Through on Shared Path 1 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m 15 m ‘D’ m 15 m Shared Path FR03 Not to Scale ‘D’ m (#)(#) (#)(#) (#)(#) (#)(#) Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6004 T1-34(A)900 x 6004 T1-18(A)900 x 6004 Stop/Slow Bat450DIA2 Traffic Cones7004 Sheet 2 - Notes and Conditions of Use to Diagram TCD FR03 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-28900 x 6004 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Control at T-Intersection Shared Path Crossing Straight Through on Shared Path 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m 15 m Shared Path ’D’ m Distance not to exceed 50 m FR04 1 Not to Scale ‘D’ m ’D’ m (#)(#) (#)(#) (#)(#) (#)(#) (#)(#) Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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. Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6003 MR-TAW-341800 x 6004 T1-34(A)900 x 6004 T1-18(A)900 x 6004 Stop/Slow Bat450DIA2 Traffic Cones7004 Sheet 2 - Notes and Conditions of Use to Diagram TCD FR04 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-28900 x 6006 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1 (#)(#) 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. (#)(#)

Traffic Management for Events Uncontrolled Traffic Control Diagram Detour at 3-Way Intersection Closure of Major Road 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘D’ m Closed Road ‘Event in Progress’ sign shall be attached to the bottom of the Road Closed Sign (T2-4) RC01 1 Not to Scale Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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/ Device AS/MR Ref.Sign Dimension (MM) Qty MR-TAW-301200 x 6002 T1-61200 x 6002 T5-1(L)(A)1200 x 3002+ T5-1(R)(A)1200 x 3002+ T2-4(A)1800 x 3001 MR-TP-191800 x 2001 Sheet 2 - Notes and Conditions of Use to Diagram TCD RC01 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty Barricade2+ T2-23(A)1200 x 6001 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1

Traffic Management for Events Uncontrolled Traffic Control Diagram Detour at 3-Way Intersection Closure of Minor Road 12 FINAL A4 (Refer Sheet 2 for Notes and Condition of Use) ‘Event in Progress’ sign shall be attached to the bottom of the Road Closed Sign (T2-4) RC02 1 Not to Scale ‘D’ m Insert North Point Insert Road Name

Traffic Management for Events Uncontrolled Traffic Control Diagram 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/ Device AS/MR Ref.Sign Dimension (MM) Qty T2-4(A)1800 x 3001 MR-TAW-341800 x 26004 T1-32(A)1800 x 2004 MR-TP-191800 x 2001 T5-1(L)(A)1200 x 3001 T5-1(R)(A)1200 x 3001 Sheet 2 - Notes and Conditions of Use to Diagram TCD RC02 SIGN AND DEVICE INVENTORY Sign/ Device AS/MR Ref.Sign Dimension (MM) Qty G9-40-2(A)Barricade1 2+ 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. Speed of Traffic km/h Value of 'D' m 55 or less15 56 to 6545 Greater than 65Equals speed of traffic, in Km/h Table1

Traffic Management for Events Uncontrolled Traffic Control Diagram Declaration The uncontrolled traffic management diagrams(TCD) have been provided as.

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Traffic Management for Events Uncontrolled Traffic Control Diagram Declaration The uncontrolled traffic management diagrams(TCD) have been provided as.

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Presentation on theme: "Traffic Management for Events Uncontrolled Traffic Control Diagram Declaration The uncontrolled traffic management diagrams(TCD) have been provided as."— Presentation transcript:

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