Original source · versioned page text
Appendix E - Construction Management Plan
www.invarion.com
CONSTRUCTION WORKS - Multiple 16/07/2024
INFRASTRUCTURE WORKS - Water Dwelling
MainTGS Construction
Replacement
TITLE: WorksWorks
65-67-Elanda-MDCW (MDCW)
(WMRW) DATE: 16/07/2024 TGS TITLE: DESKTOP RISK ASSESMENT DATE:
ple Dwelling Construction Works (MDCW)
)
NORMAL
VICTORIASITE OPERATION
STREET - Grey St(NSO)
to Henry St. TGS
St George,
ID: QLD.
MP 09-BBN-MDCW-65ELANDA-01 TGS Sequence: 1 OF 1 DESIGNED BY: DENNIS MILES TGS ID: MP 09-BBN-MDCW-65ELANDA-01 TGS Page :1 OF 1 DESIGNED BY: DENNIS MILES
65
ach, QLD. 4567 - 67 ELANDA
STAGE St. Sunshine
1A - LATERAL SHIFT / Beach, QLD.
HOLD RELEASE 4567
PROJECT ID: Rev #:
TMD #: OP -892 PROJECT ID: Rev #: 0
TMD #:
SIGNED:
OP -892
SIGNED:
Positioning of Signs and Devices RISKRISK
DESKTOP
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: 1. locate the work area using GP S, landmarks, side streets, chainage
a. they are properly displayed and securely mounted.
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).
P erform 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. a. Non-affected lane - place signs (Advance warning to Termination).
On kerbed roads in built-up areas where signs are mounted on posts adjacent to a footpath or where vehicle
* UNCONTROLLED / UNAUTHORIZED P EDESTRIAN ACCESS TO SITE
parking may occur, they should be placed at a minimum of 300mm clear distance behind the kerb and erected a * VEHICLE COLLISION P LANT 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 b. Return to the Works approach side of the carriageway.
* WORK VEHICLE EGRESS TO AND FROM SITE
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 * SLIP S TRIP S FALLS d. Traffic management vehicle parked either ‘in lane’ with arrow board indicating
Hazard/s : * NOISE, DUST, WEATHER, FLORA, FAUNA, INSECTS
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 COMP LETED WITHIN WORKSITE CORDON All signs, devices, tasks, operations, procedures, persons and equipment
and shall be level.
6.7 Orientation of Signs and Devices * SP OTTERS 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 P P E TO BE USED AS REQUIRED. !! TORUM, WHS Code of P ractice,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 AP P ROVED ACCESS P OINTS ONLY. AS1742.3, QMUTCD, QGTTM, AGTTM,
motorist 50m in advance of the sign. *GOOD HOUSEKEEP ING, KEEP EGRESS CLEAR TMWOR, MRTS
Action deemed
* ALL P ERSONNEL NOT ESSENTIAL TO INDIVIDUAL P ROCESSES 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 SP ECIFIC
OUSIDE OF P ROCESS 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 P ERSONNEL MUST USE P OS COMMS WHEN ON SITE. RISK ASSESSMENT) IN ADVANCE OF THE TRAFFIC CONTROLLER P OSITION DURING
ii. up to 25% more than the distances given to a safe level : SINGLE-LANE REVERSIBLE FLOW OP ERATION AND MAY BE USED IN OTHER
b. Tolerances for placement of delineation is: * MINIMAL COMPANY AND GOVERNMENT P P E STANDARDS AP P LICABLE TO HANDLING, CIRCUMSTANCES.
OR
i. no minimum and up to 10% more the distances given STORING AND DISP OSAL OF HAZARDOUS SUBSTANCES (ACM) SHALL BE IMP LEMENTED.
c. Tolerances for taper lengths are: KEEP LEFT SIGN MAY BE USED IN LIEU OF THE TEMP ORARY HAZARD MARKER (T5-Q02)
i. up to 10% less than the distances given * MAINTAIN Min 1.5m SEPARATION, SANITIZE REGULARLY, DISP OSE OF ANY FOOD/
WHEN INSTALLED AT THE START OF A ROW OF TRAFFIC CONES WHERE TRAFFIC IS
ii. up to 25% more than the distances given DRINK CONTAINERS IMMEDIATELY AFTER USE. REP ORT AND QUARANTINE IF
REQUIRED TO PASS TO THE LEFT OF THE CONES.
FEELING UNWELL. MASKS SHALL BE WORN AS P ER 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 - P P E 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 P OINT 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 BBN 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)
Temp speed
Length of Speed (km/h) Distance (m) Risk Rating WITH Not <500*
Applicable
(vph) considered
<2 Not Applicable
Not Applicable
2.4 8
zone limit Conditions Low / Moderate / High / Very High / Extreme <1000 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 P TCD <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
P ast 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 P urpose <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
P rotecting 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 P urposes <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
Client's Company : BBN CONSTRUCTIONS Location of Works : ELANDA St Local Government Authority : Noosa Council
Site Contact
Site Contact Name Warren
: Brett Griffiths
Hardner Cross St 1 : PACIFIC Ave QDTMR District : 407 North Coast
Contact ##
Contact 0401 745
: 0419 686 809
165 Cross St 2 : FERGUSON St. QP S District : Central
Scope of
Scope of Works
Works / Closures : Normal
SP -C. Staging Diagram(NSO), Speed Restrictions
Site Operation Suburb : SUNSHINE BEACH, QLD 4567 Emergency Services : ACCESS MAINTAINED
PProposed
roposed Start
Start Date TBA 24
: AUG Road Configuration : 1L/2W CAT: 2 Local Businesses / Residents : ACCESS MAINTAINED
P roposed Duration
P roposed Duration Term : TBA
Until NOV 25 P osted Speed Limit : 50/60 Km/h
SOUTHWEST
SOUTH WESTTRAFFIC
TRAFFICMANAGEMENT
MANAGEMENT--Email:
Email:[email protected]
[email protected] Web:
Web: www.swtrafficmanagement.com
www.swtrafficmanagement.com
Working Hours
Working Hours : 0700-1700 M-F, 0800-1530 S-S. Traffic Min Lane Width : 3.2 m
PPowered
oweredby
byMILES
MILESPPLANNING
LANNINGHOUSE
HOUSE--Email:[email protected]
Email:[email protected] Web:milesplanning.com.au
Web:milesplanning.com.au
Preview the original
The page text is free to read. Previews and downloads of original files need an account.
Log in to previewLog in to download the original (Appendix E - Construction Management Plan.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.