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Appendix E - Construction Management Plan
www.invarion.com
CONSTRUCTION WORKS - Multiple 16/07/2024
INFRASTRUCTURE WORKS - Water Dwelling Construction
Main Replacement Works
Works (MDCW)
(WMRW) TGS TITLE: RISK ASSESSMENT DATE:
ROAD SURFACE
VICTORIA STREET CORRECTION (RSC)St.
- Grey St to Henry - Road Closure
St George, / Detour
QLD. TGS ID: MP09-BBN-RSC-RCDET-65ELANDA-01-02 TGS SEQUENCE : 2 OF 2 DESIGNED BY: DENNIS MILES
65 - 67 ELANDA
STAGE St. Sunshine
1A - LATERAL SHIFT / Beach, QLD. 4567
HOLD RELEASE PROJECT ID: Rev #: 0
TMD #:
SIGNED:
OP-892
Positioning of Signs and Devices DESKTOP RISKRISK
DESKTOP ASSESSMENT
ASSESMENT Installation Process
The general procedure for setting up a site is to:
Signs and devices are to be positioned and erected so that:
a. they are properly displayed and securely mounted.
1. locate the work area using GPS, landmarks, side streets, chainage
b. they are within the line of sight of the intended road user. Principal Client : BBN CONSTRUCTIONS . 2. install devices as outlined in the TGS for side streets first
c. they cannot be obscured from view (e.g. by vegetation or parked cars). 3. install devices as outlined in the TGS for the non-working lane (un-affected direction)
d. they do not obscure other devices from the line of sight of the intended road user
4. install devices as outlined in the TGS for the working lane (affected direction)
e. they do not become a possible hazard to workers, pedestrians, cyclists or vehicles
f. they do not deflect traffic or vulnerable road users into an undesirable path
Date : 16/07/2024 to complete installation.
g. they do not restrict sight distance for drivers entering from side roads, streets or private driveways
h. they are not installed using supports that could be a hazard if struck by a vehicle. Risk Rating WITHOUT Low / Moderate / High / Very High / Extreme
Multi-lane divided road - left or right lane closure
Long term Control Measures : Determine points of reference (e.g. beginning and end of work area, location of first cone in taper).
Perform onsite risk assessment and traffic count.
In open road areas and on kerbed roads in built-up areas where signs are to be mounted on posts, they should !! !!
normally be placed clear of the outer edge of the shoulder and at least 2m clear of the travelled path, whichever Consider the use of additional safety measures if risk rating is found unacceptable.
is the greater clearance. They should be erected 1.5m minimum above the level of the nearest edge of the * UNCONTROLLED / UNAUTHORIZED VEHICLE ACCESS TO SITE
travelled path to the underside of the sign.
On kerbed roads in built-up areas where signs are mounted on posts adjacent to a footpath or where vehicle
* UNCONTROLLED / UNAUTHORIZED PEDESTRIAN ACCESS TO SITE a. Non-affected lane - place signs (Advance warning to Termination).
parking may occur, they should be placed at a minimum of 300mm clear distance behind the kerb and erected a * VEHICLE COLLISION PLANT OR WORKERS Use existing road network to turn where safe to do so.
minimum of 2.2m above the level of the kerb or footpath to the underside of the sign, to reduce interference from
* WORK VEHICLE EGRESS TO AND FROM SITE b. Return to the Works approach side of the carriageway.
parked vehicles. Where neither pedestrians nor parked vehicles have to be considered (e.g. on a traffic island or Description of c. Affected lane - place signs (advanced signs to taper).
median), a mounting height of 1.5m may be more appropriate * SLIPS TRIPS FALLS
Hazard/s : * NOISE, DUST, WEATHER, FLORA, FAUNA, INSECTS
d. Traffic management vehicle parked either ‘in lane’ with arrow board indicating
Short term merge to ‘non-affected’ lane.
* KNOWN HAZARDOUS MATERIALS ON SITE: ASBESTOS (ACM) e. Install taper, with traffic management vehicle ending up at beginning
Signs mounted on portable supports used for short-term operation should generally be located as follows:
(i) In open road areas * BIOLOGICAL CONTAMINANTS of lane closure
On the road shoulder a minimum of 1m clear of the travelled path if practical. f. Install arrow board, use TMA or shadow vehicle as cover
(ii) In built-up areas
Behind the kerb if visible to oncoming traffic and not obstructing pedestrians or cyclists, otherwise on the g. Lane closure delineation and additional signs placed with traffic management
pavement as near as practicable to the kerb without the sign becoming obscured and without obstructing moving vehicle progressing down lane closure.
traffic or cyclists. h. Drive through the site to inspect installation is suitable for oncoming traffic.
All signs on portable supports shall be a minimum height of 200mm above the level of the nearest lane of traffic * WORKS TO BE COMPLETED WITHIN WORKSITE CORDON All signs, devices, tasks, operations, procedures, persons and equipment
and shall be level.
6.7 Orientation of Signs and Devices * SPOTTERS AND EXCLUSION ZONES TO BE USED shall be of minimal standards stipulated by and used in accordance with:
Signs are to face towards approaching traffic approximately at right angles to the line of sight from the driver to * MINIMAL STANDARD PPE TO BE USED AS REQUIRED. !! TORUM, WHS Code of Practice,TCASAP, !!
the sign.
At curved right alignments, the sign should be placed approximately at right angles to the line of sight of a * SITE EGRESS VIA APPROVED ACCESS POINTS ONLY. AS1742.3, QMUTCD, QGTTM, AGTTM,
motorist 50m in advance of the sign. *GOOD HOUSEKEEPING, KEEP EGRESS CLEAR TMWOR, MRTS
Action deemed
* ALL PERSONNEL NOT ESSENTIAL TO INDIVIDUAL PROCESSES MUST REMAIN FOUR CONES, SPACED 4 M APART, SHALL BE INSTALLED ON THE CENTRELINE STARTING
Tolerances necessary A MINIMUM DISTANCE OF 10 METRES (UNLESS OTHERWISE DETERMINED BY A SITE SPECIFIC
OUSIDE OF PROCESS WORK AREA MINIMAL EXCLUSION ZONE.
Tolerances for placement of signs are:
i. up to 10% less than the distances given
to reduce risk * ALL SITE PERSONNEL MUST USE POS COMMS WHEN ON SITE. RISK ASSESSMENT) IN ADVANCE OF THE TRAFFIC CONTROLLER POSITION DURING
ii. up to 25% more than the distances given to a safe level : SINGLE-LANE REVERSIBLE FLOW OPERATION AND MAY BE USED IN OTHER
b. Tolerances for placement of delineation is: * MINIMAL COMPANY AND GOVERNMENT PPE STANDARDS APPLICABLE TO HANDLING, CIRCUMSTANCES.
OR
i. no minimum and up to 10% more the distances given STORING AND DISPOSAL OF HAZARDOUS SUBSTANCES (ACM) SHALL BE IMPLEMENTED.
c. Tolerances for taper lengths are:
* MAINTAIN Min 1.5m SEPARATION, SANITIZE REGULARLY, DISPOSE OF ANY FOOD/ KEEP LEFT SIGN MAY BE USED IN LIEU OF THE TEMPORARY HAZARD MARKER (T5-Q02)
i. up to 10% less than the distances given
ii. up to 25% more than the distances given DRINK CONTAINERS IMMEDIATELY AFTER USE. REPORT AND QUARANTINE IF WHEN INSTALLED AT THE START OF A ROW OF TRAFFIC CONES WHERE TRAFFIC IS
REQUIRED TO PASS TO THE LEFT OF THE CONES.
FEELING UNWELL. MASKS SHALL BE WORN AS PER QLD GOV MANDATES.
Recommended Taper Lengths (m) WORKMAN SIGNS SHALL BE
Maximum length of operation under shuttle flow (stop/go) COVERED OR REMOVED WHEN
Speed (km/h) Traffic control taper Lateral shift taper Merge taper WORKERS ARE NOT ON SITE.
Required Control Traffic volumes in both directions (vph) Length of single lane section (m)
xx
<45 15 5 15 1 - Elimination, 2 - Substitution, 3 - Isolate, 4 - Engineering, 5 - Administration, 6 - PPE Residential Street 60
xx
46-55 15 5 15 Level : 701 - 800 70
REDUCE SPEED REDUCE SPEED
56-65
Not Applicable 30 30 60
Not Applicable
FLAGMAN SIGNS SHALL BE
601 - 700 100 COVERED OR REMOVED
66-75 N/A 70 115 501 - 600 150 WHEN TRAFFIC CONTROL
NOT ON SITE / ON POINT DUTY.
401 - 500 250
76-85 N/A 80 130
351 - 400 400 PREPARE
86-95 N/A 90 145 Proposed Further
TO
STOP
301 - 350 600
Routine traffic audits shall be completed by ELITE or an authorized representative.
DO NOT OVERTAKE
96-105 N/A 100 160 <300 800
>106 N/A 110 180 Action : Desirable number of open lanes for each direction of travel Estimated End of Queue ( EEQ )
Max Stopping time Multiplier
Within 200 m of controlled Desirable number of open
Length of Temporary speed zone Recommended Sight Distance Mid-block
(one direction) (vph) intersection (one direction) lanes for direction (mins) Ma (Multiplier for average veh) Mo (multiplier for over sized
vehicles)
Not Applicable Not Applicable
(vph) considered
Temp speed
Length of Speed (km/h) Distance (m) Risk Rating WITH <2 2.4 8
zone limit Conditions Low / Moderate / High / Very High / Extreme <1000 <500* 1 5 6 20
(km/h)
zone (m) <45 50 Control Measures : 1001-2000
2001-3000
501-1000
10001-1500
2
3
10
15
12
18
40
60
46-55 70 3001-4000 1501-2000 4 30* 36 120
<40 100-200 High level of hazard for workers 56-65 90
NOTE: This Risk Assessment is to be used in conjunction with, and does not supersede any/all required onsite Risk Assessment Processes, Government or Company specific.
>66 2x the speed
40 100 (min) Workers on foot within 1.2 m of traffic with no physical barrier ‘Past’ edge clearance
500 (max) Structural danger to bridges.
RISK CALCULATOR Speed (km/h) Distance
60 150 (min) Workers on foot or small plant within 3 m of traffic with: Distance between Tapers
- no physical barrier (i.e. road safety barrier) Speed (km/h) Distance (m) For traffic cones, bollards, longitudinal channelising barricades or any other delineation device
- on approach to the traffic controller or PTCD <65 0.3*
- reduced visibility (e.g. dust or smoke) <45 10
- reduced standard alignment 46-55 Not Applicable25 >66 0.5
- degraded pavement surface 56-65 70 For post-mounted reflectors, temporary hazard markers
- newly laid bituminous seal >66 1.5x the speed All Speeds 1
80 500 (min) Workers on foot or plant within 3 – 6 m of traffic with: Maximum Sign Spacing
For kerbed edges of traffic lanes
- no physical barrier All Speeds 0.3 - 0.5 (behind the face of kerb)
- disturbance to alignment or pavement surface. Speed (km/h) Distance (m) For delineation adjacent to excavations see Section 6.8 Table 6.1
80 300 (min) For advance warning of a 40 or 60 km/h when speed is
<55 15 For plastic mesh fencing (e.g. temporary pedestrian pathways) see Section 5.3.2
100 km/h or more. 56-65 45
>66 Equal posted speed
Minimum lane width
Past spacing of cones, bollards, and post mounted delineators End of Queue sign spacing
Purpose and usage Speed (km/h) Rec Max Spacing
Speed (km/h) Distance (m) Criteria Lane width (m)*
For traffic cones and bollards**
<45 50
All Purpose <55
56-75
4
12
46-55
56-65
Not Applicable 70
90 < 60 km/h
General Lane widths
3
>76 18 >66 2x the posted speed > 60 km/h 3.5
Protecting freshly painted lines 56-75 24 PTS from predicted end of queue Risk management entails the identification and analysis of all safety risks likely to arise during works on road including the setting up, operating, Curve with radius 100 – 250 m Curve widening 0.5 per lane
>76 60 changing and ultimate dismantling of a traffic guidance scheme, followed by the determination of appropriate measures to mitigate those risks. The Curve with radius < 100 m Consider swept path of long vehicles (e.g. buses, trams)
Centreline on approach to a traffic controller position All speeds 4 End of Queue sign spacing (RWA) process is appropriate at all levels of planning and operation including the following: Approach lane is < 3 m wide Equal to approach lane
Crossover for contraflow (e.g through median Strip) All speeds 2 Two-way residential street 5.5 (sum both ways)
Taper at traffic control station All speeds 4 Speed (km/h) Distance (m) (a) When preparing standardised plans and safe work method statements for the conduct of all types of closures on the road and footpath.
(b) When preparing traffic guidance schemes for more extensive or complex works where site specific risks will assume importance. Shuttle flow with active control 3.5
<45 20
For Post Mounted delineators**
46-55 Not Applicable 60 In each case the process should be carried out by first identifying all the hazards likely to arise, evaluating them in terms of likelihood of occurrence and Shuttle flow operation
All Purposes <75 24 56-65 180 adverse consequences using historical data, experience or other means. The proposed procedural statement or traffic guidance scheme should then be
>76 60 >66 4x the speed checked in detail to ensure that adequate means of controlling or reducing those risks found to be significant, are in place. Shuttle flow on residential streets (see Section 5.4.4) Maximum 3.5
Client's Company DURACK
: BBN CIVIL
CONSTRUCTIONS Location of Works : 65 -67QLD
**?** ELANDA
4**?**St Local Government Authority : Noosa Council
**?** Council
TTMContact
Site ContactName
Name Chandel
: Brett Eyre
Hardner Cross St 1 : PACIFIC
**?** St. Ave QDTMR District : 407
**?**North Coast
Contact # 0432 715
: 00419 745424
809 Cross St 2 : FERGUSON
**?** St. St. QPS District : Central
**?**
**?** Works:
Scope of Works / Closures : Road SurfaceLS?/ HR? - Road Close/Detour
Correction Suburb : SUNSHINE
**?** BEACH, QLD 4567 Emergency Services : ACCESS MAINTAINED
Proposed Start Date **?**
: TBA Road Configuration 1L M/L Div
: 1L/2W CAT:CAT:**?**
2 Local Businesses / Residents : ACCESS MAINTAINED
Proposed Duration Term : TBA**?** Posted Speed Limit **?**/**?**Km/h
: 50/60 Km/h
SOUTH WEST TRAFFIC MANAGEMENT - Email: [email protected] Web: www.swtrafficmanagement.com
Working Hours **?**
: 0700-1700 M-F, 0800-1530 S-S. Traffic Min Lane Width **?**mm
: 3.2
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