Auckland Transport Generic Traffic Management Plan · Auckland Transport - Road Controlling...
Transcript of Auckland Transport Generic Traffic Management Plan · Auckland Transport - Road Controlling...
Auckland Transport
Generic Traffic Management PlanOctober 2017
Auckland Transport - Road Controlling Authority (RCA)
Introduction:
We trust that you will appreciate the work that has gone into this document. It is a consolidation of generic traffic management diagrams from COPTTM and contractors working on the Auckland network, as they have evolved over the past several years.
Auckland Transport have reviewed the submissions by contractors to perform their work on our network and determined that, in the interest of consistency and best practice, we must be the one to provide the generic traffic management design. This set of drawings is consistent with COPTTM and the requirements of the Auckland network.
The standards and requirements of COPTTM remain unchanged. These generic drawings are merely supplemental to this code of practice and must be managed by a qualified STMS. Any deviation from the code of practice may incur a work stoppage order, notice(s) of non-conformance and associated fees.
Purpose:
The intended purpose for this document is for all contractors who wishes to work on the Auckland Transport network, to first seek the appropriate Generic Traffic Management Plans (GTMP) within this document.
By doing so, the required application process can be expedited through the Road Corridor Access team.
Notes:
We believe these drawings to be thorough. In the coming months, however, we will consider your input as provided to the Road Corridor Access team. You can submit this to the manager at [email protected]
Auckland Transport Generic TMD Version 1.1 October 2017
Index
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DOCUMENT CONTROL
Document lnformation
Document History
version 1.1 for release 01 October 2017
Document Approvals
Role Name Signature Date
Project Sponsor AI Christ 6o {rcw aopl rPro.iect Review Group Laurence Jones 6r) rn /{/?/?
Qualitv ManagerChris Glanfield 60 ffiw ,, l, lr,,
Development Manager MariusVan Der Merwe
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yrfrfsw+Project OfficerManager Adolf Rousseau I
ONSITE SAFETY u/, /u,1L
lnformationDocument lD Auckland TransDort 6eneric Traffic Manasement Plan
Document Owner Auckland Transportlssue Dote Julv 2017
Lost Soved Dote october 2017
File Nome Auckland Transport Generic Traffic Management Plan
Version lssue Date1.0 0t JUIY 2017 First release document1.1 01 october 2017
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Index
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INDEX 1. Layout Distance Tables
Combined Low Volume (LV) and Level 1 (LV 1) Roads
Level 2 (LV 2)
Level 3 (LV 3)
2. Diagrams – SECTION - F
3. Diagrams – SECTION - G
4. Diagrams – SECTION - H
5. Diagrams – SECTION - J
6. Diagrams – SECTION - L (Signalized Intersections)
7. Diagrams – SECTION - R (Line Marking)
8. Diagrams – SECTION - Z
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INDEX SECTION F:
STATIC OPERATION – Low Volume / Level 1 Roads
ATF1‐1 Shoulder Closure 2
ATF1‐1b Shoulder and Berm – Low Volume 3
ATF1‐2 Shoulder Closure LVLR (under 250vpd) 4
ATF1‐3 Two Way Two Lane Road, Lane Closure LV road 5
ATF1‐4 Two Way Two Lane Road, Manual Traffic Control 6
ATF1‐5 Two Way Two Lane Road, Manual Traffic Control 7
ATF1‐6 Two Way Two Lane Road, Portable Traffic Signals 8
ATF1‐7 Two Way Two Lane Road, Give Way Control 9
ATF2‐1 Footpath ‐ Diverted onto Berm behind Working Space 10
ATF2‐2 Footpath ‐ Diverted onto Berm between Working Space and Carriageway 11 ATF2‐3 Footpath – Footpath Diverted onto Carriageway 12 ATF2‐4 Footpath – Footpath Closed – Permanent speed less than 65km/h 13 ATF2‐5 Shoulder and Roadside Activities ‐ Work on Berm and Footpath 14 ATF2‐6 Shoulder and Roadside Activities – Work in Parking Lanes 15 ATF2‐6b Shoulder and Road Side Activities – Work in Parking Lanes 16 ATF2‐7 Shoulder and Roadside Activities – Shoulder Closure 17 ATF2‐8 Cycle Lane – Diverted Cycle Lane 18 ATF2‐9 Cycle Lane – Diverted traffic lane – Coned Lane Control 19 ATF2‐10 Cycle Lane – Lane Closed 20 ATF2‐11 Two‐Way Two‐Lane Road ‐ Traffic Not Crossing Road Centre 21 ATF2‐12 Two‐Way Two‐Lane Road – Sign on Median 22 ATF2‐13 Two‐Way Two‐Lane Road – Two Lane Diversion 23 ATF2‐14 Two‐Way Two‐Lane Road – Manual Traffic Control (Stop/Go or Stop/Slow) ‐ 24
Single Lane Alternating Flow ATF2‐15 Two‐Way Two‐Lane Road – Manual Traffic Control (Stop/Go or Stop/Slow) ‐ 25
All Traffic Stopped TemporarilyATF2‐16 Two‐Way Two‐Lane Road – Give Way Control 26 ATF2‐17 Two‐Way Two‐Lane Road – Portable Traffic Signals 27 ATF2‐18 Two‐Way Two‐Lane Road – Work in the Centre of Road 28 ATF2‐19 Two‐Way Two‐Lane Road – Road Works on Side Road After Intersection ‐ 29
TSL on Side Road ATF2‐20 Two‐Way Two‐Lane Road – Road Works on Side Road After Intersection ‐ 30
TSL on Main Road
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ATF2‐21 Two‐Way Two‐Lane Road – Work in the Middle of the Intersection 31 ATF2‐22 Two‐Way Two‐Lane Road – Manual Traffic Control (Stop/Go or Stop/Slow) ‐ 32
Closure at Corner Intersection ATF2‐23 Two‐Way Two‐Lane Road – Road Closure 33 ATF2‐24 Two‐Way Two‐Lane Road – Road Closure ‐ Detour Route 34 ATF2‐25 Two‐Way Two‐Lane Road – Road Closure and Detour Route ‐ Typical Detour 35
Route Signing ATF2‐26 Two‐Way Two‐Lane Road – Other Hazards – Flooding, Washout, Slips, Slippery 36
Surface ATF2‐27 Two‐Way Two‐Lane Road – Unattended Work Sites ‐ New Seal ‐ Unattended 37 or Unswept Work Site ATF2‐28 Two‐Way Two‐Lane Road – Unattended Work Sites ‐ Surface Hazard 38 ATF2‐29 Two‐Way Two‐Lane Road – Unattended Work Sites ‐ Seal ‐ Repairs on a Curve 39 ATF2‐30 One‐Way Two‐Way Lane Divided or Two‐Lane Road – Left Lane Closure 40 ATF2‐31 One‐Way Two‐Way Lane Divided or Two‐Lane Road – Right Lane Closure 41 ATF2‐32 One‐Way Two‐Way Lane Divided or Two‐Lane Road – One Lane Closure ‐ 42 Temporary Tow‐Lane Diversion ATF2‐33 One‐Way Two‐Way Lane Divided or Two‐Lane Road – Lane Diversions in both 43 Directions ATF2‐34 One‐Way Two‐Way Lane Divided or Two‐Lane Road – Work in middle of Road 44 ATF2‐35 Two‐Way Three‐Lane Road – 2 x 1 Centre‐Lane‐Closure 45 ATF2‐37 Two‐Way Four‐Lane Road – Left Lane Closure 46 ATF2‐39 Two‐Way Four‐Lane Road – 2 x 2 Centre Lane Closure 47
MOBILE OPERATIONS: Low Volume and Level 1 ATF3‐1 Two‐Way Two‐Lane Road – Road Inspections Activities 48 ATF3‐2 Two‐Way Two‐Lane Road – Vehicle in a Lane – with CSD ‐ on LV (Low‐Risk) 49 Roads (Any Speed) and LV Road Under 65km/h ATF3‐3 Two‐Way Two‐Lane Road – Work on Berm, Shoulder or Lane ‐ No CSD 50 ATF3‐4 Two‐Way Two‐Lane Road – Work Vehicle on Shoulder or Berm ‐ Clear of Live 51
Lane – CSD Not Required ATF4‐1 Two‐Way Two‐Lane Road – Any Speed 52 ATF4‐2 Two‐Way Two‐Lane Road – CSD to work vehicle – not required under 65km/h, 53
required over 65km/h ATF4‐3 Two‐Way Two‐Lane Road – Work Vehicle is within five (5) Meters of the 54
edgeline ATF4‐4 Two‐Way Two‐Lane Road – Work Vehicle in a Live Lane – Permanent Speed 55 under 65km/h
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ATF4‐5 Two‐Way Two‐Lane Road – Work Vehicle in a Live Lane – Permanent Speed 56 over 65km/h ‐ CSD forward visibility to work vehicle ATF4‐6 Two‐Way Two‐Lane Road – Work Vehicle in a Live Lane – Permanent Speed 57 over 65km/h ‐ No CSD to work vehicle ATF4‐7 Two‐Way Two‐Lane Road – Personal on the Road – Any Speed 58 ATF4‐8 One‐Way Two‐Lane Divided or Two‐Lane Road – Work Vehicle in the Right 59 Lane ATF4‐9 One‐Way Two‐Lane Divided or Two‐Lane Road – Semi Static Closure ‐ Work 60 for up to 1 Hour
SECTION G:
STATIC OPERATION – Level 2 Roads
ATG1‐1 Footpath ‐ Footpath diverted onto the berm behind the work space 2
First Preference
ATG1‐1b Footpath – Footpath Closed Temporarily – Traffic Control required 3
ATG1‐2 Footpath ‐ Footpath diverted onto the berm between the working space 4
and carriageway ‐ Second Preference
ATG1‐3 Footpath ‐ Footpath diverted onto the carriageway – Third Preference 5
ATG1‐4 Shoulder and Roadside Activities ‐ Work on Berm and /or Footpath 6
ATG1‐5 Shoulder and Roadside Activities ‐ Work on Berm or Footpath 7
ATG1‐6 Cycle Lane – Diverted Cycle Lane ‐ Cones Lane Control 8
ATG1‐7 Cycle Lane – Cycle Lane Closed 9
ATG1‐8 Two‐Way Two‐Lane Road – Manual Traffic Control (Stop/Go or Stop/Slow) 10
Single Lane Alternating Flow
ATG1‐9 Two‐Way Two‐Lane Road – Manual Traffic Control (Stop/Go or Stop/Slow) 11
All Traffic Stopped Temporarily
ATG1‐10 Two‐Way Two‐Lane Road – Single‐Lane Alternating Flow 12
ATG1‐11 Two‐Way Two‐Lane Road – Work in the Centre of Road 13
ATG1‐14 Two‐Way Two‐Lane Road – Other Hazards 14
ATG1‐17 One‐Way Two‐Lane Divided or Two‐Lane‐Road – Left Lane Closure 15
ATG1‐18 One‐Way Two‐Lane Divided or Two‐Lane‐Road – Right Lane Closure 16
ATG1‐19 One‐Way Two‐Lane Divided or Two‐Lane‐Road – Right Lane Closure ‐ 17
One‐Lane Temporary Diversion
ATG1‐20 One‐Way Two‐Lane Divided or Two‐Lane‐Road – One Lane Closure 18
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ATG1‐23 Two‐Way Four‐Road – Centre‐Lane Closure 19
ATG1‐24 One‐Way Three‐Lane Divided or Three‐Lane‐Road – One Lane Closure 20
‐ Left Lane
ATG1‐25 One‐Way Three‐Lane Divided or Three‐Lane‐Road – One Lane Closure 21
‐ Right Lane
ATG1‐26 One‐Way Three‐Lane Divided or Three‐Lane‐Road – Two Lane Closure 22
‐ Left and Centre Lanes
ATG1‐27 One‐Way Three‐Lane Divided or Three‐Lane‐Road – Two Lane Closure 23
‐ Right and Centre Lanes
MOBILE OPERATION – Level 2 Roads
ATG2‐1 Two‐Way Two‐Lane Road – Work is more than Five (5) meters from the 24
edgeline – Any Speed
ATG2‐2 Two‐Way Two‐Lane Road – Work vehicle between Two (2) and Five (5) meters 25
from the edgeline
ATG2‐3 Two‐Way Two‐Lane Road – Work vehicle is between Two (2) and Five (5) 26
meters of the edgeline – Permanent speed greater than 65km/h
ATG2‐4 Two‐Way Two‐Lane Road – Work vehicle is between Zero (0) and Two (2) 27
meters of the edgeline – Permanent speed less than 65km/h
ATG2‐5 Two‐Way Two‐Lane Road – Work vehicle is between Zero (0) and Two (2) 28
meters of the edgeline – Permanent speed greater than 65km/h
ATG2‐6 Two‐Way Two‐Lane Road – Work vehicle in the Live Lane ‐ – Permanent 29
speed less than 65km/h ATG2‐7 Two‐Way Two‐Lane Road – Work vehicle in the Live Lane ‐ – Permanent 30
speed greater than 65km/h ATG2‐8 Two‐Way Two‐Lane Road – Personal in the Live Lane 31
ATG2‐9 Two‐Way Two‐Lane Divided or Two‐Lane Road – Work vehicle is between 32
Zero (0) and Two (2) meters of the edgeline – Permanent speed is less than
65km/h
ATG2‐10 Two‐Way Two‐Lane Divided or Two‐Lane Road – Work vehicle is between 33
Zero (0) and Two (2) meters of the edgeline – Permanent speed is greater than
65km/h
ATG2‐11 One‐Way Two‐Lane Divided or Two‐Lane Road – Work vehicle in Live Lane 34
Permanent speed is less than 65km/h
ATG2‐12 One‐Way Two‐Lane Divided or Two‐Lane Road – Work vehicle in Live Lane 35
Permanent speed greater than 65km/h
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ATG2‐13 One‐Way Two‐Lane Divided or Two‐Lane Road – Semi Static Closure ‐ Work 36
for up to 1 hour ‐ Permanent speed is less than 65km/h (part or all lanes occupied)
ATG2‐14 One‐Way Two‐Lane Divided or Two‐Lane Road – Semi Static Closure ‐ Work 37
for up to 1 hour ‐ Permanent speed is less than 65km/h (part or all lanes occupied)
SECTION H:
STATIC OPERATION – Level 3 Roads
ATH1‐2 One‐Way Multi‐Lane Road – Other Hazards 2
MOBILE OPERATION – Level 3 Roads
ATH2‐1 One‐Way Multi‐Lane Road – Work Vehicle is more than Five (5) meters 3
From the edgeline ‐ Zone A
ATH2‐2 One‐Way Multi‐Lane Road – Rear Visibility is greater than the clear sight 4
Distance
ATH2‐3 One‐Way Multi‐Lane Road – Work vehicle is between Two (2) and Five (5) 5
Meters from the edgeline ‐ Zone B
ATH2‐4 One‐Way Multi‐Lane Road – Work vehicle is between Zero (0) and Two (2) 6
Meters from the edgeline ‐ Zone C
ATH2‐5 One‐Way Multi‐Lane Road – Work vehicle in Live Lane ‐ Zone C 7
ATH2‐6 One‐Way Multi‐Lane Road – Work vehicle in Live Lane or within two (2) meters 8
from the Live Lane ‐ Zone C – No available shoulder width for AWVMS within
1600m of work vehicle
ATH2‐7 One‐Way Multi‐Lane Road – Work vehicle in Live Lane or within two (2) meters 9
from the Live Lane ‐ Zone C – Personal in the Live Lane
ATH3‐1 One‐Way Multi‐Lane Road – Semi Static Closure – Left Lane Closure 10
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SECTION J: STATIC OPERATION – Low Volume and Level 1
ATJ2‐16a Two‐Way Two‐Lane Road ‐ Short No Exit Road 2
ATJ2‐16b Two‐Way Two‐Lane – Low Volume, Level 1 Road – Short No Exit 3
ATJ2‐19a Two‐Way Two‐Lane Road – Major Obstruction Close to Intersection 4
ATJ2‐20a Two‐Way Two‐Lane Road – After Intersection – Traffic not Crossing the 5
Centre
ATJ2‐20b Two‐Way Two‐Lane Road – After Intersection – Traffic not Crossing Road 6
Centre
ATJ2‐20c Two‐Way Two‐Lane Road – Before Intersection – Traffic not Crossing Road 7
Centre
ATJ2‐20d Two‐Way Two‐Lane Road – Before Intersection – Traffic Crossing Road 8
Centre
ATJ2‐20e Two‐Way Two‐Lane Road – On Median near Intersection 9
ATJ2‐21a Two‐Way Two‐Lane Road – Work on existing Roundabout 10
ATJ2‐26a Two‐Way Two‐Lane Road – Tree Felling 11
ATJ2‐26b Two‐Way Two‐Lane Road – Mowing and Gardening Operations 12
ATJ2‐26c Two‐Way Two‐Lane Road – Shelter Belt Trimming 13
ATJ2‐28a Two‐Way Two‐Lane Road – Unattended Worksite 14
ATJ2‐39a Two‐Way Four‐Lane Road – Right Lane Closure 15
MOBILE OPERATION – Low Volume and Level 1
ATJ4‐8a One‐Way Two‐Lane Divided or Two‐Lane Road – Personal in the Live Lane 16
ATH4‐10 Inspection Activities – On Shoulder and in the Live Lane 17
SECTION L: STATIC OPERATION – Signalised Intersection – Signalised Maintenance Only ‐
ATLC1‐1 Two‐Way Multi‐Lane Road ‐ Lane Drop‐ Changing of shades, bulbs, 2
lanterns, loop Cutting
ATLC1‐2 Two‐Way Multi‐Lane Road ‐ Lane Drop‐ Changing of shades, bulbs, 3
lanterns, loop Cutting
ATLC1‐3 Two‐Way Multi‐Lane Road ‐ Lane Drop‐ Changing of shades, bulbs, 4
Auckland Transport Generic TMD Version 1.1 October 2017
Index
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lanterns, loop cutting
ATLC1‐4 Two‐Way Multi‐Lane Road – Cycle Lane / Footpath ‐ Changing of shades, 5
bulbs, lanterns, loop cutting
ATLC1‐5 Two‐Way Multi‐Lane Road – Island Works ‐ Changing of shades, bulbs, 6
lanterns, loop Cutting
ATLC1‐6 Two‐Way Multi‐Lane Road – Island Works ‐ Changing of shades, bulbs, 7
lanterns, loop cutting
ATLC1‐7 Two‐Way Multi‐Lane Road – Semi Static and Static (Island Works) 8
‐ Changing of Shades, bulbs, lanterns, loop cutting
ATLC1‐8 Two‐Way Multi‐Lane Road – Lane Closures ‐ Loop cutting 9
ATLC1‐9 Two‐Way Multi‐Lane Road – Lane Closures ‐ Loop cutting 10
ATLC1‐10 Two‐Way Multi‐Lane Road – Lane Closures ‐ Loop cutting 11
ATLC1‐11 Two‐Way Single‐Lane Road – Lane Closures ‐ Loop cutting 12
ATLC1‐12 Two‐Way Single‐Lane Road – Lane Closures ‐ Loop cutting 13
ATLC1‐13 Two‐Way Single‐Lane Road – Lane Closures ‐ Loop cutting 14
SECTION R: STATIC OPERATION – Line Marking – Low Volume, Level 1 and Level 2
ATRM1‐1 Two‐Lane Two‐Way Road – Marking Outside Traffic Lane – Flush Median 2
ATRM1‐2 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Edgeline 3
ATRM1‐3 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Edgeline in Areas Less 4
than 65km/h
ATRM1‐4 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Centreline 5
ATRM1‐5 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Centreline 6
ATRM1‐6 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Centreline less than 7
65km/h
MOBILE OPERATION – Level 1 and Level 2 ‐ Up to 1 Hour ‐ Marking in Traffic Lane
ATRM1.7 Two‐Lane Two‐Way Road – Level 1 ‐ Semi Static 8
ATRM1.8 Two‐Lane Two‐Way Road – Level 2 ‐ Semi Static ‐ Permanent speed less 9
than 65km/h
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ATRM1.9 Two‐Lane Two‐Way Road – Level 2 ‐ Semi Static ‐ Permanent speed less 10
than 65km/h
ATRM1.20 Two‐Lane Two‐Way Road – Level 2 ‐ Semi Static ‐ Permanent speed less 11
than 65km/h
STATIC OPERATION – Line Marking – Low Volume, Level 1, Level 2 and Level 2
ATRM1‐21 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Edgeline with cone pick 12
up vehicle
ATRM1‐22 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Traffic Lanes or 13
Pedestrian Crossings
ATRM1‐23 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Speed Less Than 14
65km/h
ATRM1‐24 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Traffic Lanes or 15
Pedestrian Crossings
ATRM2‐1 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Intersection Letters 16
and Symbols
ATRM2‐2 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Intersection Limit 17
Lines
ATRM3‐1 Two‐Lane Two‐Way Road – Marking in Traffic Lane – Intersection Right 18
Turn Bay
ATRM3‐3 Two‐Lane Two‐Way Road 65KM/H or Higher ‐ Marking Outside Traffic Lane ‐ 19
Shoulder Bar
ATRM3‐4 Two‐Lane Two‐Way Road under 65KM/H ‐ Marking Outside Traffic Lane ‐ 20
Shoulder Bar
ATRM4‐1 Two‐Lane Two‐Way Road ‐ Marking in Traffic Lane – Intersection (First Phase) 21
ATRM4‐11 Two‐Lane Two‐Way Road ‐ Marking in Traffic Lane – Intersection (Second Phase) 22
ATRM5‐1 Two‐Lane Two‐Way Road – Pedestrian Crossing (First Phase) 23
ATRM5‐2 Two‐Lane Two‐Way Road – Pedestrian Crossing (Second Phase) 24
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SECTION Z: STATIC OPERATION – Low Volume and Level 1
ATZ1‐10 Two‐Lane Two‐Way Road – Shoulder – at Intersection (T‐Intersection) 2
Work Vehicle on Shoulder or Berm – Less than 65km/h
ATZ1‐11 Two‐Lane Two‐Way Road – Shoulder and Footpath – at Intersection 3T‐
Intersection) Work Vehicle on Shoulder or Berm – Less than 65km/h
ATZ1‐12 Two‐Lane Two‐Way Road – Shoulder and Footpath – at Intersection 4
(T‐Intersection) Work Vehicle on Shoulder, Berm or Footpath
ATZ1‐13 Two‐Lane Two‐Way Road – Shoulder and Footpath – at Intersection 5
(T‐Intersection) Work Vehicle on Shoulder, Berm or Footpath
ATZ1‐14 Two‐Lane Two‐Way Road – Stop/Go at Intersection (and Straight T‐Intersection) 6
Work vehicle on shoulder, berm or footpath
ATZ1‐15 Two‐Lane Two‐Way Road – Contraflow at Intersection – 7
Traffic crossing centreline
ATZ1‐16 Two‐Lane Two‐Way Road – Shoulder at Intersection – 8
ATZ1‐17 Two‐Lane Two‐Way Road – Chicane – with Stop/Go –Off peak hours only 9
MOBILE OPERATION –
ATZ2‐0 Two‐Way Four‐Lane Road – Low Volume, Level 1 Mobile Operation – Inspections 10
ATZ2‐1 Two‐Way Four‐Lane Road – Level 2 ‐ Mobile Operation – Inspections 11
ATZ2‐2 One‐Way Two‐Lane Road – Level 3 ‐ Mobile Operation – Inspections 12
ATZ2‐3 Non Invasive Works– Level 1 and Level ‐ 2 Mobile Operation – 13
Permeant speed 50km/h or less
ATZ2‐4 Non Invasive Works‐Level 1 and Level 2 ‐ Mobile Operations – 14
Minor works on foot
ATZ2‐5 Inspections‐Low Volume and Level 1 ‐ Mobile Operations –Kerbside collection 15
ATZ2‐6 Two‐Way Two‐Lane Road or Four‐Way Road‐Level 2 – Mobile Operation – 16
One minute on a two lane three way road
ATZ2‐7 Two‐Way Two‐Lane Road – Level 2 – Semi Static Closure – 17
Work in the flush median
ATZ2‐8 Two‐Way Four‐Lane Road – Level 2 – Semi Static Closure – 18
Work in the centre lane
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ATZ2‐9 Oneway‐Two Lane Road – Level 3 – Mobile Operation – 19
ATZ2‐10 Two‐Way Two‐Lane Road – Low Volume, Level 1, Level 2 Semi Static – Inspection 20
ATZ2‐11 Two‐Way Two‐Lane Road – Low Volume, Level 1, Level 2– Inspection – 21
Traffic camera and monitoring data retrieval
ATZ2‐12 Two‐Way Two‐Lane Road – Low Volume, Level 1, Level 2– Inspection – Loops 22
ATZ2‐13 Four‐Way Two‐Lane Road – Low Volume, Level 1, Level 2– Inspection – Loops 23
MOBILE OPERATION – Level 1 and Level 2 – Kerbside Collection
ATZ3‐01 Two‐Way Two‐Lane Road ‐ Level 1 All Speeds ‐ Side loader bin or bag 24
ATZ3‐02 Two‐Way Four‐Lane Road ‐ Level 1 All Speeds ‐ Side loader bin or bag 25
ATZ3‐03 One‐Way Two‐Lane Road ‐ Level 1 All Speeds ‐ Operating in lane 1 – 26
bin or bag
ATZ3‐04 One‐Way Two‐Lane Road ‐ Level 1 And Level 2 All Speeds ‐ Operating in lane 27
rear loading only or right side manual loading activity
ATZ3‐05 Two‐Way Two‐Lane Road ‐ Level 2 ‐ Over 65km/h ‐ Inorganic rear loader only 28
ATZ3‐06 Two‐Way Four‐Lane Road ‐ Level 2 ‐ Over 65km/h ‐ Inorganic rear loader only 29
ATZ3‐07 Two‐Way Two‐Lane Road ‐ Level 1 All Speeds – Rear loader bin or bag 30
ATZ3‐08 Two‐Way Four Lane Road ‐ Level 2 All Speeds ‐ Rear loader bin or bag 31
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Auckland Transport Generic Traffic Management DrawingsSection FLOW VOLUME AND LEVEL 1
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
1
Notes 1.Cone spacing along
side of working spaceon roads: over 65km/h = 20m under 65km/h = 10m
2.A 10m taper is allowedwhere shoulder widthis less than 2.5m
3.*For shoulders exceeding 2.5m width,apply the followingcalculation; calculationof taper length forlateral shift of less than3.5m is:W x G3.5 W = Width of shoulder G = Taper length in metres from the level LV layout distance table
C
T1A/T138
BG
TG2
E
A
*
STATIC OPERATION SHOULDER AND BERM - LOW VOLUMESHOULDER CLOSURE
ATF1-1
Reference CoPTTM 4th Edition Section F Drawing F1.1 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
2
Notes 1.Cone spacing along
side of working spaceon roads: over 65km/h = 20m under 65km/h = 10m
2.A 10m taper is allowedwhere shoulder widthis less than 2.5m
3.*For shoulders exceeding 2.5m width,apply the followingcalculation; calculationof taper length forlateral shift of less than3.5m is:W x G3.5 W = Width of shoulder G = Taper length in metres from the level LV layout distance table
STATIC OPERATION SHOULDER AND BERM - LOW VOLUMESHOULDER CLOSURE
ATF1-1b
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
3
Notes 1.If a static advance
warning sign isinstalled, use signvisibility and warningdistance
2.Advance warning signmay be attached torear of a work vehicle ifCSD is available
3.CSD is 3 X permanentspeed in meters, or75m on a level LV orlevel 1 non statehighway with apermanent speed limitof less than 55km/h
T1A/T138
E
A
Wor
k ve
hicl
e
B T1A
May attach sign to rear of work vehicle if CSD
available
If sign attached to
work vehicle, rear visibility is greater than clear sight distance
STATIC OPERATIONSHOULDER AND BERM - LOW VOLUME SHOULDER CLOSURE -LOW RISK (UNDER 250vpd)
ATF1-2
Reference CoPTTM 4th Edition Section F Drawing F1.2
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
4
30m
E
1.If a static advancewarning sign isinstalled, use signvisibility and warningdistance from thelayout distances table
2.Advance warning signmay be attached torear of work vehicle ifCSD is available
3.CSD is 3 X permanentspeed in meters, or75m on a level LV orlevel 1 non statehighway with apermanent speed limitof less than 55km/h
4.If the working space isvery short (less than30m) then one MTCoperating in the middleof the worksite may beused
5.Minimum 5 cones incone threshold at: 2.5m centres - less
than 65km/h 5m centres - more
than 65km/h6.STOP/GO control may
be replaced by GIVEWAY control
7.For closures of morethan 1 day at samelocation use diagramF1.5 or similar
8.When road users arepassing the workingspace in alternatingflow, all constructionequipment must bestopped on same sideof the road if there isno separation from thelive lane
STATIC OPERATION
A
Wor
k ve
hicl
e
RD6L
RD6L
RD6L
RD6L
Less
than
3
0m
B
B
A
T1A
TG2
T1A
TG2
T1A May attach sign to rear of work vehicle if CSD
available
If sign attached to
work vehicle, rear visibility is greater than clear sight distance
ATF1-3
TWO-WAY TWO-LANE ROADLANE CLOSURE - LOW VOLUME (LV) UNDER 65KM/H - MUST HAVE CSD IN BOTH DIRECTIONS
Notes
Reference CoPTTM 4th Edition Section F Drawing F1.3
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
5
1.Temporary delayperiod not to exceedthe limit set orapproved by the RCA
2.MTC with RP4/RP41STOP/GO orRP4/RP42STOP/SLOW paddleon road shoulderlocated between 1stand 2nd cone in thecone threshold closestto the working space
3.Minimum 5 cones incone threshold at: 2.5m centres - less
than 65km/h 5m centres - more
than 65km/h4.MTCs must show
same message tooncoming traffic (egSTOP/STOP orGO/GO)
5.Refer to C10.2.3 MTCessentials for furtherinformation
6.Traffic must betemporarily stopped inboth directions of travelwhere the width ofroad is too narrow tocater for: the work delineation safety zones, and road user traffic
STATIC OPERATION
C
C
TG2
TG2
C
RS1/RS2/ RS3
RS1/RS2/ RS3
RD6L
RD6L
F
FRS1/TG1
TA2/TA21
RP41 RP4
T1A
C
C
RS1/TG1
C
TA2/TA21
T1A
RP41 RP4
A
A
RD6L
RD6L
TWO-WAY TWO-LANE ROAD - LOW VOLUME (LV) MANUAL TRAFFIC CONTROLALL TRAFFIC STOPPED TEMPORARILY
ATF1-4Notes
Reference CoPTTM 4th Edition Section F Drawing F1.4
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
6
1.Temporary delayperiod not to exceedthe limit set orapproved by the RCA
2.A 30m return taper atthe end of the closureis optional
3.MTC with RP4/RP41STOP/GO orRP4/RP42STOP/SLOW paddleon road shoulderlocated between 1stand 2nd cone in thecone threshold closestto the working space
4.Minimum 5 cones incone threshold at: 2.5m centres - less
than 65km/h 5m centres - more
than 65km/h5.When road users are
passing the workingspace in alternatingflow, all constructionequipment must bestopped on same sideof the road if there isno separation from thelive lane
6.Refer to C10.2.3 MTCessentials for furtherinformation
STATIC OPERATION
RP41 RP4
CC
CC
TG2
RS1/TG1
TG2
CC
RS1/RS2/ RS3
RS1/RS2/ RS3
TA2/TA21
TA2/TA21
RS1/TG1
RP41 RP4
T1A
T1A A
A
30m
F
F10m
RD6L
RD6L
F
10m
RD6L
RD6L
E
ATF1-5
TWO-WAY TWO-LANE ROAD - LOW VOLUME (LV) MANUAL TRAFFIC CONTROLSINGLE-LANE ALTERNATING FLOW
Notes
Reference CoPTTM 4th Edition Section Drawing F1.5
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
7
1.Use a full TMP form forthis operation as itincludes details of theportable traffic signalsto be used
2.Install temporary limitlines or useRP61/RP62 signs
3.A 30m return taper atthe end of the closureis optional
4.Minimum 5 cones incone threshold at: 2.5m centres - less
than 65km/h 5m centres - more
than 65km/h
STATIC OPERATION
C
C
C
C
RS1/TG1
TG2
RS1/TG1
TG2
C
C
RS1/RS2/ RS3
RS1/RS2/ RS3
TA1
TA1
T1A
T1A
A
A
30m
F
F
F
10m
RD6L
RD6L
RD6L
RD6L
10m
E
TWO-WAY TWO-LANE ROAD - LOW VOLUME (LV) PORTABLE TRAFFIC SIGNALSSINGLE-LANE ALTERNATING FLOW
ATF1-6Notes
Reference CoPTTM 4th Edition Section F Drawing F1.6
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
8
1.The RP51/RP22 andRP55 controls must beplaced in the followingpriority order: downhill traffic
must give way touphill traffic
traffic that has tocross into theopposing lanegives way
2.RS1/TG1 TSL signsand RS1/RS2/RS3TSL derestriction signsmay be installed ifrequired
3.Working space to beless than 100m
4.Intervisibility isrequired as indicatedon diagram. Thismeans that a road userstopped at one prioritysign has unimpededline of sight to a roaduser at the otherpriority sign
5.A 30m return taper atthe end of the closureand cones on thecentre line are optional
STATIC OPERATION
F
C
CC
30
m
TG2
C
TG2
TL9R/TL9S
RP51/RP22
TL9L/TL9S
100m
max
T1A
RP52
A
A T1A
10m
RD6L
RD6L
RD6L
10m
E
RD6L
TWO-WAY TWO-LANE ROAD - LOW VOLUME (LV) GIVE WAY CONTROLSINGLE-LANE
ATF1-7Notes
Reference CoPTTM 4th Edition Section F Drawing F1.7
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
9
TU32
E
widths: Residential/Rural - 0.9m Suburban Centre - 1.2m CBD - 2m
2.Where the length of thetemporary footpath exceeds20m, these widths may haveto be increased so footpathusers do not have to wait topass
3.Temporary footpath surfacesmust be suitable for footpathusers
4.Use safety fence to enclosethe working space, or atattended worksites, conesconnected with cone bars canbe used to enclose theworking space but only for ashort period of timeNote: Cone bars are notrecommended where heavyequipment (eg a digger) isbeing used. A safety fence ispreferred in these cases
5.This TMD must be used inconjunction with appropriateTTM for any work carried outon the shoulder or in the livelane
STATIC OPERATION
Foot
path
TU31
Foot
path
Ber
m
Ber
m
FOOTPATH - LEVEL 1 FOOTPATH DIVERTED ONTO THE BERM BEHIND WORK SPACEFIRST PREFRENCE
1.Minimum pedestrian footpathNotes�� ATF2-1
Reference CoPTTM 4th Edition Section F Drawing F2.1
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
10
1.Minimum pedestrian footpathwidths: Residential/Rural - 0.9m Suburban Centre - 1.2m CBD - 2m
2.Where the length of thetemporary footpath exceeds20m, these widths may have tobe increased so footpath usersdo not have to wait to pass
3.Temporary footpath surfacesmust be suitable for footpathusers
4.Use safety fence to enclose theworking space, or at attendedworksites, cones connected withcone bars can be used toenclose the working space butonly for a short period of timeNote: Cone bars are notrecommended where heavyequipment (eg a digger) is beingused. A safety fence is preferredin these cases
5.Use barrier or safety fence todelineate the traffic side of thefootpath, or at attendedworksites cones connected withcone bars can be used todelineate the traffic side of thefootpath for a short period oftime (not for use on statehighways)
6.There must be a lateral safetyzone between the traffic side ofthe footpath and the live lane: 0.5m for barrier 1m for safety fence or cone
bars7.This TMD must be used in
conjunction with appropriateTTM for any work carried out onthe shoulder or in the live lane
STATIC OPERATION
Foot
path
Ber
m
Ber
m
TU32
TU31
E
Foot
path
Ber
m
Ber
m
ATF2-2
FOOTPATH - LEVEL 1 FOOTPATH DIVERTED ONTO THE BERM BETWEEN WORKING SPACE AND CARRIAGEWAY SECOND PREFRENCE
Notes
Reference CoPTTM 4th Edition Section F Drawing F2.2
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
11
1.Minimum pedestrian footpathwidths: Residential/Rural - 0.9m Suburban Centre - 1.2m CBD - 2m
2.Where the length of the temporaryfootpath exceeds 20m, thesewidths may have to be increasedso footpath users do not have towait to pass
3.Use safety fence to enclose theworking space, or at attendedworksites, cones connected withcone bars can be used to enclosethe working space but only for ashort period of timeNote: Cone bars are notrecommended where heavyequipment (eg a digger) is beingused. A safety fence is preferred inthese cases
4.Use barrier or safety fence todelineate the traffic side of thefootpath, or at attended worksitescones connected with cone barscan be used to delineate the trafficside of the footpath for a shortperiod of time (not for use on statehighways)
5.There must be a lateral safetyzone between the traffic side of thefootpath and the live lane: 0.5m for barrier 1m for safety fence or cone bars
6.Use kerb ramps to assist mobilityvehicles, pushchairs, etc
7.At night-time, corners of safetyfence may be illuminated withflashing amber warning lights
8.This TMD must be used inconjunction with appropriate TTMfor any work carried out on theshoulder or in the live lane
STATIC OPERATION
Foot
path
TU32
TU31
A
B
T1A
TG2
C
TG2
D
G
FE
Foot
path
FOOTPATH - LEVEL 1 FOOTPATH DIVERTED ONTO CARRIAGEWAYTHIRD PREFRENCE
ATF2-3Notes��
Reference CoPTTM 4th Edition Section F Drawing F2.3 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
12
1.Use T2A andPEDESTRIANSsupplementary plate toalert road users to thepotential of footpathusers crossing thecarriageway
2.Use safety fence ateach end of workingspace
3.Use kerb ramps4.Use another TMD as
well, where workingspace/safety zoneencroaches on livelane
5.This TMD must beused in conjunctionwith appropriate TTMfor any work carriedout on the shoulder orin the live lane
Foot
path
E
STATIC OPERATION
Foot
path
TU2
A
A
T2A/To be advised
B
TU2
B
Foot
path
Foot
path
T2A/To be advised
TG31
TG31
FOOTPATH - LEVEL 1 FOOTPATH CLOSED - PERMANENT SPEED LESS THAN 65KM/HFourth preference
6.Max 5000 vpd duringperiods of lowpedestrian volumesonly
ATF2-4Notes
Reference CoPTTM 4th Edition Section F Drawing F2.4
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
13
1.Where work is carriedout on the berm orfootpath and a workvehicle is parked in alegal parallel car park,provided the vehicle isonly accessed from theoff traffic side, advancewarning T1A roadworks and TG2WORKS END areoptional
2.Traffic managementmust be providedwhere footpath usersor cyclists are affected
3.This layout may onlybe used during daylighthours
4.Large plant andmachinery must not beused in this situation, amore substantialclosure is required
STATIC OPERATION
Ber
m
Park
ing
Lane
Foot
path
W
ork
vehi
cle
A
B
T1A
TG2
C
TG2
SHOULDER AND ROADSIDE ACTIVITIES - LEVEL 1 WORK ON BERM AND FOOTPATHPERMANENT SPEED LESS THAN 65KM/H
ATF2-5Notes
Reference CoPTTM 4th Edition Section F Drawing F2.5
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
14
Ber
m
Park
ing
Lane
Foot
path
1.Where work is carried outin the legal parking lane (aplace where a vehiclewould normally park witha footpath and/or kerb andchannel alongside), thefollowing minimumstandard of TTM must beprovided: a 10m taper in front of
the work vehicle cones alongside the
work vehicle and theworking space
a longitudinal safetyzone
a 1m lateral safetyzone along the workingspace
a T1A (or otherappropriate advancewarning sign) mountedon the back of the workvehicle
2.T1A road works and TG2WORKS END signs areoptional
3.The work vehicle must beno larger than a light truckand may have an amberflashing beacon
4.Traffic management mustbe provided wherefootpath users or cyclistsare affected
5.This layout may only beused during daylight hours
6.Large plant andmachinery must not beused in this situation, amore substantial closureis required
STATIC OPERATION
E
G=1
0m
D
T1A
Wor
k ve
hicl
e
A
B
T1A
TG2 C
TG2
SHOULDER AND ROADSIDE ACTIVITIES - LEVEL 1 AND LEVEL 2LSWORK IN PARKING LANESPERMENANT SPEED LESS THAN 65KM/H
Notes ATF2-6
Reference CoPTTM 4th Edition Section F Drawing F2.6
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
15
1.Where work is carried outin the legal parking lane (aplace where a vehiclewould normally park witha footpath and/or kerb andchannel alongside), thefollowing minimumstandard of TTM must beprovided: a 10m taper in front of
the work vehicle cones alongside the
work vehicle and theworking space
a longitudinal safetyzone
a 1m lateral safetyzone along the workingspace
a T1A (or otherappropriate advancewarning sign) mountedon the back of the workvehicle
2.T1A road works and TG2WORKS END signs areoptional
3.The work vehicle must beno larger than a light truckand may have an amberflashing beacon
4.Traffic management mustbe provided wherefootpath users or cyclistsare affected
5.This layout may only beused during daylight hours
6.Large plant andmachinery must not beused in this situation, amore substantial closureis required
STATIC OPERATION SHOULDER AND ROADSIDE ACTIVITIES - LEVEL 1WORK IN PARKING LANESPERMENANT SPEED LESS THAN 65KM/H
Notes ATF2-6b
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
16
C
T1A/T138
Notes 1.A 10m taper is allowed
where shoulder widthis less than 2.5m
2.*For shoulders exceeding 2.5m width, apply the following calculation; calculation of taper length for lateral shift of less than 3.5m is: W x G 3.5 W = Width of shoulder G = Taper length in metres from the level 1 layout distance table
BD
G
TG2
E
A
*
STATIC OPERATIONSHOULDER AND ROADSIDE ACTIVITIES - LEVEL 1SHOULDER CLOSURE
ATF2-7
Reference CoPTTM 4th Edition Section F Drawing F2.7
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
17
CC
C
1.Minimum cycle lanewidth must be: 1m - 50km/h or less 1.5m - 60km/h or
more2.A minimum cycle lane
width of 1.5m isrequired if thetemporary cycle lane isuphill
3.*Calculation of taper length for lateral shift of less than 3.5m is: W x G 3.5 W = Width of lateral shift G = Taper length in metres from the level 1 layout distance table
4.Use TSLs if requiredby TSL decision matrix
5.The T144 X0km/hAHEAD sign is optional
STATIC OPERATION
CD
G
*
BB
TG2
TG2
T1A/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1
RS1/TG1
RS1/TG1
RS1/TG1
A
A
Cyc
le la
ne
T1A/T144
Minimum cycle lane width
F
TU44
CYCLE LANE DIVERTED CYCLE LANETRAFFIC NOT CROSSING CENTRE LANE
Notes ATF2-8
Reference CoPTTM 4th Edition Section F Drawing F2.8
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
18
1.Minimum cycle lanewidth must be: 1m - 50km/h or less 1.5m - 60km/h or
more2.A minimum cycle lane
width of 1.5m isrequired if thetemporary cycle lane isuphill
3.*Calculation of taper length for lateral shiftof less than 3.5m is:W x G3.5 W = Width of lateral shift G = Taper length in metres from the level 1 layout distance table
4.To allow heavyvehicles to manoeuvre,cones in the channelmust be offset by atleast 10m where thedirection changes.Refer C8.2.12
5.Use TSLs if requiredby TSL decision matrix
6.The T144 X0km/hAHEAD sign is optional
STATIC OPERATION
Minimum cycle lane width
G*
F F
Cyc
le la
ne
TG2
RS1/RS2/ RS3
RS1/TG1
RS1/RS2/ RS3
RS1/TG1
T1A/T144
B
CC
TG2
RS1/RS2/ RS3
RS1/TG1
A
CC
D
G*
B
T1A/T144
RS1/RS2/ RS3
RS1/TG1
A½
C
RD6L
½C
RD6L
TU44
Fence
CYCLE LANE - LEVEL 1 DIVERTED TRAFFIC LANE - CONED LANE CONTROLTRAFFIC CROSSING ROAD CENTRE
ATF2-9Notes
Reference CoPTTM 4th Edition Section D Drawing F2.9
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
19
1.Only use this TMD ifthere is insufficientwidth to fit areplacement cycle lane
2.Minimum cycle lanewidth must be: 1m - 50km/h or less 1.5m - 60km/h or
more3.A minimum cycle lane
width of 1.5m isrequired if thetemporary cycle lane isuphill
4.Merge of cycle lanewith live lane must bedelineated
5.*Calculation of taper length for lateral shiftof less than 3.5m is:W x G3.5 W = Width of lateral shift G = Taper length in metres from the level 1 layout distance table
6.The T144 30km/hAHEAD sign is optional
STATIC OPERATION
Cyc
le la
ne
TG2
RS1/RS2/ RS3
RS1/RS2/ RS3
T1A/T144
B
CC
TG2
RS1/RS2/ RS3
A
C50
m m
in
T1A/T144
RS1/RS2/ RS3
A
RD6L
TU44
RD6L
D
G*
F Minimum cycle lane width
RS1/TG1 RS1/TG1
RS1/TG1 RS1/TG1 CYCLE LANE
CLOSED
CC
F E
ATF2-10
CYCLE LANE - LEVEL 1 LANE CLOSEDTRAFFIC NOT CROSSING ROAD CENTRE CYCLE LANE CLOSED
Notes
Reference CoPTTM 4th Edition Section F Drawing F2.10 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
20
CC
C
Notes 1.*Calculation of taper
length for lateral shift of less than 3.5m is: W x G 3.5 W = Width of lateral shift G = Taper length in metres from the level 1 layout distance table
2.If traffic likely to crossthe centreline, placecones on the centrelinewith RD6L signs ateach end
3.Use TSLs if requiredby TSL decision matrix
4.If TSLs not required,the T1A and TG2 signson the right hand sideof the road are also notrequired
5.The T144 X0km/hAHEAD sign is optional
C
B
B
TG2 TG2
T1A/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1 RS1/TG1
RS1/TG1 RS1/TG1
A
A
T1A/T144
D
FE
G*
RD6L RD6L
Refer note 4
Refer note 4
ATF2-11
STATIC OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 1TRAFFIC NOT CROSSING ROAD CENTRE
Reference CoPTTM 4th Edition Section F Drawing F2.11 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
21
D
CC
C
Notes 1.Use this diagram if
signs will not be visibleon left-hand side ofroad, or if it is safer toplace signs on medianand this will notinterfere with turningtraffic movements
2.Where a median existswhich is more than 2mwide, the signs may bepositioned on themedian. Signs must beplaced back-to-backunless on a solidmedian
3.Where there is a solidmedian, signs are notrequired in theopposing direction
4.*Calculation of taper length for lateral shift of less than 3.5m is: W x G 3.5 W = Width of lateral shift G = Taper length in metres from the level 1 layout distance table
5.Use TSLs if requiredby TSL decision matrix
6.The T144 X0km/hAHEAD sign is optional
STATIC OPERATION
CG
*
BB
TG2
TG2
T1A/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1
RS1/TG1
RS1/TG1
RS1/TG1
A
A
T1A/T144
FE
TWO-WAY TWO-LANE ROAD - LEVEL 1SIGNS ON MEDIANTRAFFIC NOT CROSSING ROAD CENTRE
ATF2-12
Reference CoPTTM 4th Edition Section F Drawing F2.12 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
22
C
CC
1.Cones are required onedge of the temporarylane opposite closure ifroad is not well defined
2.Return taper at end ofclosure may beshortened
3.*Calculation of taper length for lateral shift of less than 3.5m is: W x G 3.5 W = Width of lateral shift G = Taper length in metres from the level 1 layout distance table
4.To allow heavyvehicles to manoeuvre,cones in the channelmust be offset by atleast 10m where thedirection changes.Refer C8.2.12
5.Use PN11 No Stoppingsigns, if necessary
6.Use TSLs if requiredby TSL decision matrix
7.The T144 X0km/hAHEAD sign is optional
STATIC OPERATION
C
D
G*
RD6L
F F
BB
TG2
TG2
T1A/T144
T1A/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1
RS1/TG1
RS1/TG1
RS1/TG1
PN11
PN11
PN11
PN11
A
A
E
G*
RD6L
½C
½
C
ATF2-13
TWO-WAY TWO-LANE ROAD - LEVEL 1TWO LANE DIVERSIONTRAFFIC CROSSING ROAD CENTRE
Notes
Reference CoPTTM 4th Edition Section F Drawing F2.13
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
23
RP41 RP4
1.Extend or place extraadvance warning signstowards on-comingtraffic beyond anyexpected traffic queues
2.A 30m return taper at theend of the closure ismandatory
3.Cones are required onedge of the temporarylane opposite closure ifroad is not well defined
4.To allow heavy vehiclesto manoeuvre, cones inthe channel must beoffset by at least 10mwhere the directionchanges. Refer C8.2.12
5.Use PN11 no stoppingsigns, if necessary
6.MTC with RP4/RP41STOP/GO or RP4/RP42STOP/SLOW paddle onroad shoulder locatedbetween 1st and 2ndcone in the conethreshold closest to theworking space
7.Minimum 5 cones incone threshold at: 2.5m centres - less
than 65km/h 5m centres - more
than 65km/h8.Refer to C10.2.3 MTC
essentials for furtherinformation
9.Delays cannot exceedthe time approved by theRCA (normally 5 to 10minutes)
10.The T144 30km/hAHEAD sign is optional
STATIC OPERATION
CC
CC
RS1/RS2/
RS3
TG2
RS1/TG1
TG2
RS1/TG1
RS1/RS2/ RS3
RS1/TG1
CC
RS1/RS2/ RS3
RS1/RS2/ RS3
TA2/TA21
TA2/TA21
T1A/T144
RS1/TG1
T1A/T144
RP41 RP4
A
A
F
PN11
PN11
PN11
PN11
D
F
30m
30
m
E
RD6L
RD6L
10m
F
10m
RD6L
RD6L
TWO-WAY TWO-LANE ROAD - LEVEL 1 MANUAL TRAFFIC CONTROL (STOP/GO OR STOP/SLOW) SINGLE-LANE ALTERNATING FLOW
ATF2-14Notes
11.<500vpd urban <65km/h and<3000rural >65km/h
Reference CoPTTM 4th Edition Section F Drawing F2.15
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
24
C
C
TG2
TG2
RS1/TG1
RS1/TG1
1.Closure period not toexceed the limit set orapproved by the RCA
2.Extend advancewarning signs towardson-coming trafficbeyond any expectedtraffic queues
3.MTC with RP4/RP41STOP/GO or RP4/RP42STOP/SLOW paddle onroad shoulder locatedbetween 1st and 2ndcone in the conethreshold closest to theworking space
4.Minimum 5 cones incone threshold at: 2.5m centres - less
than 65km/h 5m centres - more
than 65km/h5.MTCs must show same
message to oncomingtraffic (eg STOP/STOPor GO/GO)
6.Refer to C10.2.3 MTCessentials for furtherinformation
7.When road users arepassing the workingspace in alternatingflow, all constructionequipment must bestopped on same side ofthe road if there is noseparation from the livelane
8.Where damage is likelyto occur to passingtraffic eg during sealing,traffic must be stoppedin both directions
9.The T144 X0km/hAHEAD sign is optional
STATIC OPERATION
C
RS1/RS2/ RS3
RS1/RS2/ RS3
RD6L
RD6L
F
FRS1/TG1
RS1/RS2/ RS3
TA2/TA21
RP41 RP4
T1A/T144
C
C
RS1/RS2/ RS3
RS1/TG1
C
TA2/TA21
T1A/T144
RP41 RP4
A
A
RD6L
RD6L
D
D
ATF2-15
TWO-WAY TWO-LANE ROAD - LEVEL 1 MANUAL TRAFFIC CONTROL (STOP/GO OR STOP/SLOW)ALL TRAFFIC STOPPED TEMPORARILY
10.<5000vpd urban 65kh/hand 3000vpd rural >65lm/h
Notes
Reference CoPTTM 4th Edition Section F Drawing F2.15
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
25
30m
F
D
C
CC
C30
m
RS1/TG1
TG2
RS1/TG1
RS1/TG1
RS1/RS2/ RS3
1.The RP51/RP22 andRP52 controls must beplaced in the followingpriority order: downhill traffic must
give way to uphilltraffic traffic that has to
cross into theopposing lane givesway, however wherevisibility for thisvehicle is marginalthe contractor mayrequire the othervehicle with bettervisibility to give way
2.Intervisibility isrequired as indicatedon diagram. Thismeans that a vehicle atone sign is able to seewhether the way aheadis clear
3.A 30m return taper atthe end of the closureis mandatory
4.Use PN11 No Stoppingsigns, if necessary
5.Cones are required onedge of the temporarylane opposite closure ifroad is not well defined
6.The T144 X0km/hAHEAD sign is optional
STATIC OPERATION
CRS1/RS2/
RS3
TG2
RS1/TG1
RS1/RS2/ RS3
RS1/RS2/ RS3
TL9R/TL9S
RP51/RP22
TL9L/TL9S
100m
max
T1A/T144
RP52
PN11
PN11
PN11
A
A
T1A/T144
C
E
10m
RD6L
RD6L
RD6L
RD6L
10m
ATF2-16
TWO-WAY TWO-LANE ROAD - LEVEL 1 GIVE WAY CONTROL SINGLE-LANE (TRAFFIC VOLUME LESS THAN 1000VPD-80VPD)
Notes
Reference CoPTTM 4th Edition Section F Drawing F2.16
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
26
C
C
C
C
RS1/RS2/ RS3
RS1/TG1
TG2
RS1/TG1
TG2
RS1/TG1
RS1/RS2/ RS3
RS1/TG1
Notes 1.Provide details of
make and model ofportable traffic signalsin the TMP
2.Install temporary limitlines (must be able tobe removed uponcompletion) or useRP61/RP62 signs
3.Approved temporaryspeed humps may alsobe used. Consider useof MTC while speedhumps are installed
4.A 30m return taper atthe end of the closureis mandatory
5.Cones are required onedge of the temporarylane opposite closure ifroad is not well defined
6.Extend or place extraadvance warning signstowards on-comingtraffic beyond anyexpected trafficqueues
7.Use PN11 No Stoppingsigns, if necessary
8.Minimum 5 cones incone threshold at: 2.5m centres - less
than 65km/h 5m centres - more
than 65km/h9.The T144 30km/h
AHEAD sign is optional
TWO-WAY TWO-LANE ROAD PORTABLE TRAFFIC SIGNALSSINGLE-LANE ALTERNATING FLOW
STATIC OPERATION
C
C
RS1/RS2/ RS3
RS1/RS2/ RS3
TA1
TA1
T1A/T144
T1A/T144
A
A
D
30m
3
0m
PN11
PN11
PN11
PN11
E F
F
F
10m
RD6L
RD6L
RD6L
RD6L
10m
ATF2-17
10.<5000 vpd urban <65km/hand<3000vpd rural >65km/hand<3000vpd rural >65km/h
Reference CoPTTM 4th Edition Section F Drawing F2.17
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
27
Notes 1.Cones are required on
edge of the temporarylane opposite closure ifroad is not well defined
2.*Calculation of taper length for lateral shift of less than 3.5m is: W x G 3.5 W = Width of lateral shift G = Taper length in metres from the level 1 layout distance table
3.Use PN11 no stoppingsigns, if necessary
4.Use TSLs if requiredby TSL decision matrix
5.The T144 X0km/hAHEAD sign is optional
CC
RS1/RS2/ RS3
D
B
D
PN11
PN11
PN11
PN11
PN11
PN11
RD6L
RS1/TG1
T1A/T144
TG2
RS1/RS2/ RS3
RS1/TG1
A
F E
½C
G*
G*
F E
C
TG2
C
B
RD6L RS1/RS2/ RS3 RS1/RS2/
RS3
RS1/TG1 RS1/TG1
T1A/T144
A
½C
STATIC OPERATIONTWO-WAY TWO-LANE ROAD - LEVEL 1 WORK IN THE CENTRE OF ROAD
ATF2-18
Reference CoPTTM 4th Edition Section F Drawing F2.18 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
28
TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT)ROAD WORKS ON SIDE ROAD AFTER INTERSECTION - TSL ON SIDE ROADTRAFFIC NOT CROSSING ROAD CENTRE
STATIC OPERATION
Notes 1.Sign spacing of TSL at the intersection can be reduced as per the table shown below2.Where minimum dimensions cannot be achieved TMD F2.20 is to be used3.Advance warning signs on main road must be at least the warning distance away from first cone in taper4.*Calculation of taper length for lateral shift of less than 3.5m is:
W x G W = Width of lateral shift3.5 G = Taper length in metres from the level 1 layout distance table
5.If traffic likely to cross the centreline, place cones on the centreline with RD6L signs at each end6.Use TSLs as required by TSL decision matrix7. Speed Intersection
to TSLTSL to taper
Total
<50km/h 15m 15m 30m
60km/h 15m 25m 40m
>70km/h 15m 40m 55m
C**
(PSL)
C
TG2
TG2
D
G*
C**
C
=15m
C
A
E F
B
AA
TG2
RD6L
RD6L
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1
T1A/T144
RS1/TG1
T1A
/T14
4/
T135
T1A
/T144/ T135
RS1/RS2/ RS3
RS1/TG1
RS1/RS2/ RS3
RS1/TG1
ATF2-19
The T144 30km/h AHEAD sign is optional
Reference CoPTTM 4th Edition Section F Drawing F2.19 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
29
TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT) ROAD WORKS ON SIDE ROAD AFTER INTERSECTION - TSL ON MAIN ROADTRAFFIC NOT CROSSING ROAD CENTRE
STATIC OPERATION
Notes 1.*Calculation of taper length for lateral shift of less than 3.5m is:
W x G W = Width of lateral shift 3.5 G = Taper length in metres from the level 1 layout distance table
2.If traffic likely to cross the centreline, place cones on the centreline with RD6L signs at each end3.Use TSLs as required by TSL decision matrix4.
C
TG2
TG2
D
G*
T1A/T144
C
A
E
B
AB
AB
TG2
RS1/
TG1
RS1/TG
1
RS1/
RS2/
RS3
RS1
/TG
1 R
S1/T
G1
C
C
C
C
F
RD6L RD6L
RS1
/RS2
/ R
S3
RS1/
RS2/
RS3
RS1
/RS2
/ R
S3
RS1/RS2/ RS3
RS1/TG1
RS1/RS2/ RS3
RS1/TG1
T1A/T135/
T144 T1
A/T
135/
T1
44
ATF2-20
The T144 X0km/h AHEAD sign is optional
Reference CoPTTM 4th Edition Section F Drawing F2.15
Reference CoPTTM 4th Edition Section F Drawing F2.15
Reference CoPTTM 4th Edition Section F Drawing 2.20 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
30
TG2
T1A/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1 RS1/TG1
C
C
A
B
F F
RD6L
F
F F
Signs and layout to be repeated on each approach
Notes 1.This diagram may be used at a T intersection by removing any one of the roads2.Signs and layout shown in the box at the bottom of the diagram is to be repeated on each approach3.RD6L signs are not required at an existing roundabout4.Cone tapers are optional at existing roundabouts5.Lane widths, F, may need to be increased to allow for turning movements of larger vehicles6.Use TSLs if required by TSL decision matrix7.The T144 X0km/h AHEAD sign is optional
ATF2-21
STATIC OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT)WORK IN THE MIDDLE OF INTERSECTION
7.Not at signalised intersection unless under emergency or lights are faulty
Reference CoPTTM 4th Edition Section F Drawing 2.21
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
31
Notes 1.This diagram may be
used at a Tintersection byremoving any one ofthe roads
2.Signs and layoutshown in the box atthe bottom of thediagram is to berepeated on eachapproach
3.A 30m return taper atthe end of the closureis mandatory
4.Use PN11 nostopping signs, ifnecessary
5.MTC with RP4/RP41STOP/GO orRP4/RP42STOP/SLOW paddleon road shoulderlocated between 1stand 2nd cone in thecone thresholdclosest to the workingspace
6.Minimum 5 conesin cone thresholdat: 2.5m centres -
less than 65km/h 5m centres - more
than 65km/h7. Refer to C10.2.3
MTC essentials forfurther information
8.On roads with apermanent speedlimit of 100km/h,cones are requiredfrom the TSL to thetaper if the speed isreduced by morethan 30km/h
9.The T144 30km/hAHEAD sign isoptional
TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT) MANUAL TRAFFIC CONTROL (STOP/ GO OR STOP/ SLOW)CLOSURE AT CORNER OF INTERSECTION
STATIC OPERATION
TG2
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1 RS1/TG1
C
C
D
C
G=30m
TA2/TA21
RP41 RP4
RP41
RP4
RP4
1 R
P4
RP41 RP4
F
F E
A
RD
6L RD
6L
RD6R E
Signs and layout to be repeated on each approach
10m
F
RD6L
RD6L
F
RD
6L RD
6L
10m RD6L
RD6L
10m F
D G
=30m
T1A/T144
ATF2-22
Traffic Conditions: <5000vpd urban < 65km/h or <3000vpd rural > 65km/hOutside Peak Hours Only
Reference CoPTTM 4th Edition Section F Drawing F2.22 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
32
1.Use TSLs if requiredby TSL decision matrix
2.To allow heavyvehicles to manoeuvre,cones in the channelmust be offset by atleast 10m where thedirection changes.Refer C8.2.12
3.On roads with apermanent speed limitof 100km/h, cones arerequired from the TSLto the taper if thespeed is reduced bymore than 30km/h
4.The T144 X0km/hAHEAD sign is optional
STATIC OPERATION
RD6L
C
C
C
D
TG2 TG2
T1A/T144 T1A/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1 RS1/TG1
RS1/TG1 RS1/TG1
FF
RD6L
2 X G
2 x G
A
A
C
½C
½
C
RD3
W20-2
RD3
W20-2
D
ATF2-23
TWO-WAY TWO-LANE ROAD - LEVEL 1 (ROAD CLOSURES AND DETOURS)ROAD CLOSURETEMPORARY ROUTE AROUND A HAZARD OR WORKSPACE
Notes
Reference CoPTTM 4th Edition Section F Drawing F2.23 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
33
C
C
C
C
A
Notes 1.Block access to road
with barricade2.If a longer term site,
use chevron sightboard to direct traffic
STATIC OPERATION
C
T1A
TD1
TD3A
TDA1
TDA
5
TD5
TDB
2
TDB6
D
RD3 ½C
RD
6L
RD
1L
Less than 20m
W20-2
½C
RD6L
W20-2 or
TDB
2
ATF2-24
TWO-WAY TWO-LANE ROAD - LEVEL 1 (EMERGENCY ONLY)ROAD CLOSURE - DETOUR ROUTE
Reference CoPTTM 4th Edition Section F Drawing F2.24 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
34
STATIC OPERATION
Notes 1.Signpost all intersections to return diverted traffic back to normal/intended route: Use appropriate sign to indicate detour ahead (eg TD3A) Use appropriate route signs before each intersection and on long straights (eg TDA1) Use TD5 signs to advise end of detour
2.If detour to operate for more than 48 hours: Use chevron sight board to direct traffic Add destination signage as appropriate
TD5
A
TDA
1
T1A
TD3A C
C
TD5
C
TDA
2
T1A
TD3A CC
A
C
TDA
1
TDA2
TDA1 TDA
2
TD1
TDA2
RD3
TDA2
W20-2 or
and
RD3
TDA2
W20-2 or
and
TD1
C
TDA2 Signs and layout to be repeated
on each approach
ATF2-25
TWO-WAY TWO-LANE ROAD - LEVEL 1 (EMERGENCY ONLY)ROAD CLOSURE AND DETOURTYPICAL DETOUR ROUTE SIGNING
Reference CoPTTM 4th Edition Section F Drawing F2.25
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
35
Washout
T211T212
Flooding
Uneven SurfaceTR4
TR1L/R Slips
TR2 Slippery Surface
C
C
RS1/RS2/ RS3
TG31
T2A/T211/ T144
RSI/RS2/ RS3
Notes 1.This diagram is for
initial response only.Appropriate long termTTM must be installedas soon as practical
2.Use one of thefollowing signs and/orsupplementary plates:
3.If necessary, erect TG4DRY YOUR BRAKESsign
4.Delineate hazard ifhazard extends ontolane
5.Use TSLs if requiredby TSL decision matrix
6.The T144 X0km/hAHEAD sign is optional
STATIC OPERATION
C
C
RSI/RS2/ RS3
RS1/RS2/ RS3
B
B
TG4
TG4
RS1/TG1
RS1/TG1
RS1/TG1
RS1/TG1
T2A/T211/ T144
A
A
C
C
Flooding
ATF2-26
TWO-WAY TWO-LANE ROAD - LEVEL 1OTHER HAZARDSFLOODING, WASHOUT, SLIPS, SLIPPERY SURFACE
Reference CoPTTM 4th Edition Section F Drawing 2.26
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
36
C
C
C
TG31
RS1/RS2/ RS3
Notes 1.Use TSLs if required
by TSL decision matrix2.Worksites need
positive trafficmanagement to ensureall road users travel atthe TSL
3.Use cones to form athreshold treatment atthe start of the newseal. Minimum of 10cones at 5m centres
4.Cones on the traffickedside of signs for sitesto be left unattendedovernight
5.TSLs to be repeated atnot more than 400mintervals
6.The T144 X0km/hAHEAD sign is optional
TWO-WAY TWO-LANE ROAD - LEVEL 1 UNATTENDED WORK SITESNEW SEAL - UNATTENDED/ OR UNSWEPT WORK SITE
STATIC OPERATION
C
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
BB
TG31
RS1/TG1
RS1/TG1
RS1/TG1 RS1/TG1
RS1/TG1 RS1/TG1
TR3/TR31/ T144
TR3/TR31/ T144
A
A
Rep
eate
r TSL
s at
400
m m
ax
F F
F F
ATF2-27
Reference CoPTTM 4th Edition Section F Drawing 2.27
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
37
TR3/TR32/ T121
TR3/TR32/ T121
TR3Gravel/Unsealed Surface
New Seal
Seal Repairs
TR2 Slippery Surface
TR31
TR32
Uneven SurfaceTR4
C
Notes 1.This layout must not be
used on an alignment withhorizontal curves (corners)or when repairs arecarried out on or nearhorizontal curves. SeeTMD F2.29
2.On long worksites, use‘Next X km’ plates, repeattemporary speed limitsigns at not more than400m intervals
3.Signs for some alternativesituations:
4.Cones to be placed on left of carriageway for full length of hazard at 10m centres or at least 3 cones, whichever is the greater
5.Cones on the trafficked side of signs for sites to be left unattended overnight
6.Worksites need positive traffic management to ensure all road users travel at the TSL
7.Use TSLs if required by TSL decision matrix
8.The T144 X0km/h AHEAD sign is optional
9.Alternative Sign to be used when there is no " ROAD MARKINGS"
TWO-WAY TWO-LANE ROAD - LEVEL 1 UNATTENDED WORK SITESSURFACE HAZARD
STATIC OPERATION
C
B
TG31
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1 RS1/TG1
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1 RS1/TG1
A
A
TG31
TR3/TR32/T121
TR3/TR32/T121
RS1/TG1
RS1/TG1
TR3/TR32/ T121
TR3/TR32/ T121
TR3/TR32/ T121
TR3/TR32/ T121
C
C
B
Rep
eate
r TSL
s at
400
m m
ax
ATF2-28
Reference CoPTTM 4th Edition Section F Drawing F2.28
T2A/ T2B
T218
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
38
1.Cones on edge ofseal - minimum 3cones, maximumspacing 10m, next toeach repair area
2.Cover any curveadvisory speed signthat has a higherspeed than the TSL
3.Use TSLs if required by TSL decision matrix
4.The T144 X0km/h AHEAD sign is optional
5.Alternative Sign to be used when there is no " ROAD MARKINGS"
STATIC OPERATION
C
C
C
C
A
TG31
RS1/RS2/ RS3
RS1/TG1 RS1/TG1
RS1/RS2/ RS3
TR3/TR32/ T144
A
B
B
ATF2-29
TWO-WAY TWO-LANE ROAD - LEVEL 1 UNATTENDED WORK SITESSEAL- REPAIRS ON A CURVE
Notes
Reference CoPTTM 4th Edition Section F Drawing 2.29
T2A/ T2B
T218
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
39
Notes 1.Use TSLs if required
by TSL decision matrix2.On roads with a
permanent speed limitof 100km/h, cones arerequired from the TSLto the taper if thespeed is reduced bymore than 30km/h
3.The T144 X0km/hAHEAD sign is optional
D
CC
CG
C
TL2L TL2L
T1A/T144 T1A/T144
A
RS1/TG1 RS1/TG1
TG2
RS1/RS2/ RS3
TG2
RS1/RS2/ RS3
FE
RD6R
ATF2-30
STATIC OPERATIONONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 1 LEFT LANE CLOSURE
Reference CoPTTM 4th Edition Section F Drawing F2.30
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
40
Notes 1.Use TSLs if required
by TSL decision matrix2.On roads with a
permanent speed limitof 100km/h, cones arerequired from the TSLto the taper if thespeed is reduced bymore than 30km/h
3.The T144 X0km/hAHEAD sign is optional
D
CC
CG
C
T1A/T144 T1A/T144
A
RS1/TG1 RS1/TG1
TG2
RS1/RS2/ RS3
TG2
RS1/RS2/ RS3
TL2R TL2R
F E
RD6L
ATF2-31
STATIC OPERATIONONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 1 RIGHT LANE CLOSURE
Reference CoPTTM 4th Edition Section F Drawing F2.31
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
41
D
CC
G
Notes 1.Cones required
opposite closure ifedge of carriagewaynot clearly defined
2.*Calculation of taper length for lateral shift of less than 3.5m is: W x G 3.5 W = Width of lateral shift G = Taper length in metres from the level 1 layout distance table
3.To allow heavyvehicles to manoeuvre,cones in the channelmust be offset by atleast 10m where thedirection changes.Refer C8.2.12
4.Use TSLs if requiredby TSL decision matrix
5.On roads with apermanent speed limitof 100km/h, cones arerequired from the TSLto the taper if thespeed is reduced bymore than 30km/h
6.The T144 X0km/hAHEAD sign is optional
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 1 ONE-LANE CLOSURETEMPORARY TWO-LANE DIVERSION
STATIC OPERATION
C
T1A/T144 T1A/T144
C
TL5R TL5R
A
RS1/TG1 RS1/TG1
TG2
RS1/RS2/ RS3
TG2
RS1/RS2/ RS3
E F F
½C
RD6R
G*
ATF2-32
Reference CoPTTM 4th Edition Section F Drawing 2.32
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
42
Notes 1.Where a physical
centre median existswhich is more than 2mwide, signs and conesmay be positioned onthe median
2.*Calculation of taper length for lateral shift of less than 3.5m is: W x G 3.5 W = Width of lateral shift G = Taper length in metres from the level 1 layout distance table
3.Cones must be placedbehind any away-facing signs for rear-side visibility
4.To allow heavyvehicles tomanoeuvre, cones inthe channel must beoffset by at least 10mwhere the directionchanges. ReferC8.2.12
5.Use PN11 NoStopping signs, ifnecessary
6.Use TSLs if requiredby TSL decision matrix
7.On roads with apermanent speed limitof 100km/h, cones arerequired from the TSLto the taper if thespeed is reduced bymore than 30km/h
8.The T144 X0km/hAHEAD sign isoptional
C
C
RS1/RS2/ RS3
TG2
T1A/T144
RS1/TG1
T1A/T144
RS1/RS2/ RS3
TG2
A
RS1/TG1
RS1/RS2/ RS3
RS1/TG1
RS1/RS2/ RS3 C
TG2
A
RS1/TG1
T1A/T144 T1A/T144
TG2
RD6L
D
G*
G*
C
C
TL5L TL5L
½C
½C
D
RD6L
E
TL5L TL5L
FE F
RD6L RD6L
F F
C
ATF2-33
STATIC OPERATIONONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 1 LANE DIVERSIONS IN BOTH DIRECTIONS
Reference CoPTTM 4th Edition Section F Drawing F2.33 Auckland Transport Generic TMD Version 1.1 October 2017
Section F
43
C
C
Notes 1.Use either TMD F2.32
or TMD F2.33 inpreference to thisTMD, unless their usewould likely causetraffic delays
2.Cones are required onedge of the temporarylane opposite closure ifroad is not well defined
3.*Calculation of taper length for lateral shift of less than 3.5m is: W x G 3.5 W = Width of lateral shift G = Taper length in metres from the level 1 layout distance table
4.To allow heavyvehicles to manoeuvre,cones in the channelmust be offset by atleast 10m where thedirection changes.Refer C8.2.12
5.Use PN11 No Stoppingsigns, if necessary
6.Use TSLs if requiredby TSL decision matrix
7.On roads with apermanent speed limitof 100km/h, cones arerequired from the TSLto the taper if thespeed is reduced bymore than 30km/h
8.The T144 X0km/hAHEAD sign is optional
CD
G*
B
T1A/T144
RS1/TG1
A
E
T1A/T144
F
PN11
PN11
PN11
TG2
RS1/RS2/ RS3
TG2
RS1/RS2/ RS3
RS1/TG1
RD6R
E
RD6L
F
ATF2-34
STATIC OPERATIONONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 1WORK IN MIDDLE OF ROAD
Reference CoPTTM 4th Edition Section F Drawing F2.34
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
44
Notes 1.If the closure is on a
passing lane, the startof the taper must begreater than 600mfrom the start of thepassing lane (if thiscannot be achievedthen close the passinglane completely andcover all permanentpassing lane signs)
2.If the end of theclosure is within 600mof the end of a passinglane, continue to closethe centre lane
3.Cones are required onedge of the temporarylane opposite closure ifroad is not well defined
4.Cones must be placedbehind any away-facing signs for rear-side visibility
5.To allow heavyvehicles to manoeuvre,cones in the channelmust be offset by atleast 10m where thedirection changes.Refer C8.2.12
6.Use TSLs as requiredby TSL decision matrix
7.On roads with apermanent speed limitof 100km/h, cones arerequired from the TSLto the taper if thespeed is reduced bymore than 30km/h
8.The T144 X0km/hAHEAD sign is optional
C
C
RD6L
T1A/T144
RS1/TG1
TG2
RS1/RS2/ RS3
TG2
RS1/RS2/ RS3
T1A/T144
RS1/TG1
A
C
C
D
C
G
RS1/RS2/ RS3
TG2
TL2R
T1A/T144
RS1/TG1 RS1/TG1
TL2R
T1A/T144
RS1/RS2/ RS3
TG2
RD6L
A
B
RD6L
F E
½C
ATF2-35
STATIC OPERTIONTWO-WAY THREE-LANE ROAD - LEVEL 1 2 x 1 CENTRE-LANE CLOSURE
Reference CoPTTM 4th Edition Section F Drawing F2.35
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
45
Notes 1.Where a physical
centre median existswhich is more than 2mwide, signs and conesmay be positioned onthe median
2.Cones must be placedbehind any away-facing signs for rear-side
3.Use TSLs if requiredby TSL decision matrix
4.On roads with apermanent speed limitof 100km/h, cones arerequired from the TSLto the taper if thespeed is reduced bymore than 30km/h
5.The T144 X0km/hAHEAD sign is optional
C
C
C
RS1/RS2/ RS3
TG2
T1A/T144
RS1/TG1
T1A/T144
RS1/RS2/ RS3
TG2 A
RS1/TG1
RS1/RS2/ RS3
RS1/TG1
RS1/RS2/ RS3
CG2
CA
RS1/TG1
T1A/T144 T1A/T144
TG2
RD6L
D
G
TL2L TL2L
B
F E
RD6R
½C
RD6L
½C
ATF2-37
STATIC OPERATION
TWO-WAY FOUR-LANE ROAD - LEVEL 1 LEFT LANE CLOSURE
Reference CoPTTM 4th Edition Section F Drawing F2.37
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
46
Notes 1.Cones must be placed
behind any away-facing signs for rear-side visibility
2.Cones are required onedge of the temporarylane opposite closure ifroad is not well defined
3.To allow heavyvehicles to manoeuvre,cones in the channelmust be offset by atleast 10m where thedirection changes.Refer C8.2.12
4.Use TSLs if requiredby TSL decision matrix
5.On roads with apermanent speed limitof 100km/h, cones arerequired from the TSLto the taper if thespeed is reduced bymore than 30km/h
6.The T144 X0km/hAHEAD sign is optional
E
C
C
C
RS1/RS2/ RS3
TG2
T1A/T144
RS1/TG1
T1A/T144
RS1/RS2/ RS3
TG2
A
RS1/TG1
F
RS1/RS2/ RS3
RS1/TG1
RS1/RS2/ RS3
C
TG2
C
A
RS1/TG1
T1A/T144 T1A/T144
TG2
E
RD6L
D
G
D
G
C
TL2R TL2R TL2R TL2R
RD6L
½C
RD6L
½C
RD6L
F
ATF2-39
STATIC OPERATIONTWO-WAY FOUR-LANE ROAD - LEVEL 12 x 2 CENTRE LANE CLOSURE
Reference CoPTTM 4th Edition Section F Drawing F2.39
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
47
Notes 1.Work vehicle must be
parked clear of the livelane and must haveone, preferably two,flashing beaconsoperating
2.The work vehicle musthave a rear mountedsign indicating the typeof activity taking place
3.Rear mounted signrecommended but notmandatory on level LV
4.Activities taking placein front of the workvehicle must allow fora 10m roll ahead zone
5.Inspector can proceedonto the live lane ifCSD exists and activitytakes no longer than 5minutes
6.The inspector musthave CSD if on the livelane. A spotter can beused to attain CSD
TV3
Wor
k Ve
hicl
e
10m roll ahead
ATF3-1
MOBILE OPERATIONSTWO-WAY TWO-LANE ROAD - LOW VOLUME ROAD INSPECTIONS ACTIVITIES
Reference CoPTTM 4th Edition Section F Drawing F3.1
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
48
1.This TMD can be usedif the work vehicle is onshoulder, berm or livelane
2.The only signagerequired is a T1A signwith appropriatesupplementary platemounted on the rear ofthe work vehicle
MOBILE OPERATION
T1A/T132
Rear visibility is greater than clear
sight distance
Wor
k Ve
hicl
e
ATF3-2
TWO-WAY TWO-LANE ROAD - LOW VOLUME VEHICLE IN A LANEWITH CSD - ON LV (LOW-RISK) ROADS (ANY SPEED) AND LV ROAD UNDER 65KM/H
Notes
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
49
1.This TMD can be usedif the work vehicle isberm, shoulder or livelane
2.For long worksites, theT1A advance warningsign must be repeatedthroughout theworksite at intervalsnot greater than 4km
3.A tail pilot vehicleequipped with T1Aadvance warning signand a supplementaryplate (T132, T133,T136, T137) can beused to replace allstatic signs
MOBILE OPERATONS
TG2
T1A/T136/ T121
TG2
B
TV4 RD6R
NEXT X km
T1A/T136/ T121
NEXT X km
A
B
A
Wor
k
vehi
cle
T1A/T134 RD6R
Rear visibility is greater than clear sight distance
Tail
pilo
t
Static signs not required if tail pilot used
TWO-WAY TWO-LANE ROAD - LOW VOLUME WORK ON BERM, SHOULDER OR LANENO CSD
Notes ATF3-3
Reference CoPTTM 4th Edition Section F Drawing F3.3
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
50
Notes 1.The only signage
required is a T1A signwith appropriatesupplementary platemounted on the rear ofthe work vehicle
TWO-WAY TWO-LANE ROAD - LOW LEVEL WORK VEHICLE ON SHOULDER OR BERM - CLEAR OF LIVE LANE CSD NOT REQUIRED
MOBILE OPERATION
T1A/T136
Wor
k Ve
hicl
e
ATF3-4
Reference CoPTTM 4th Edition Section F Drawing F3.4
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
51
MOBILE OPERATION
T1A/T136
Wor
k ve
hicl
e
Greater than 5m
ATF4-1
TWO-WAY TWO-LANE ROAD - LEVEL 1 ANY SPEED WORK VEHICLE IS MORE THAN FIVE (5) METERS FROM THE EDGELINE
Reference CoPTTM 4th Edition Section F Drawing F4.1
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
52
1.If permanent speed isunder 65km/h, rearvisibility to the workvehicle is not required
2.If permanent speed isover 65km/h, rearvisibility to the workvehicle is required
3.A tail pilot vehicleequipped with T1Aadvance warning sign,appropriatesupplementary plateand RD6R mayreplace the static signsif the permanent speedis under 65km/h (seeTMD F4.3)
MOBILE OPERATION
T1A/T136/T121
TG2
A
TV4 RD6R
Rear visibility (if over 65km/h)
5m
Wor
k ve
hicl
e
ATF4-2
TWO-WAY TWO-LANE ROAD - LEVEL 1 CSD TO WORK VEHICLE - NOT REQUIRED UNDER 65KM/H, REQUIRED OVER 65KM/HWORK VEHICLE WITHIN FIVE (5) METERS OF THE EDGE LINE
Notes
Reference CoPTTM 4th Edition Section F Drawing F4.2
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
53
1.This TMD can replaceTMD F4.2 whenpermanent speed isunder 65km/h. In thesesituations, static signsare not required
MOBILE OPERATION
T1A/T136
5m
TV4 RD6R Rear
visibility is less than
clear sight distance
RD6R
5 to 20 seconds travel time
(approx. 100-600m)
Rear visibility is greater than
clear sight distance
Wor
k ve
hicl
e
Tail
pilo
t
ATF4-3
TWO-WAY TWO-LANE ROAD - LEVEL 1 WORK VEHICLE IS WITHIN FIVE (5) METERS OF THE EDGELINESPEED LIMIT OVER 65KM/H - THE REAR VISIBILITY IS LESS THAN CSD
Notes
Reference CoPTTM 4th Edition Section F Drawing F4.3
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
54
1.Advance warning signX may be replaced bytail pilot equipped withT1A advance warningsign and appropriatesupplementary plate
2.In this case, signsmarked with Y do notneed to be erected
MOBILE OPERATION
TG2
T1A/T136/ T121
A
T1A/T121 A
TG2
TV4 RD6R
Y Y
Y X
Wor
k ve
hicl
e
ATF4-4
TWO-WAY TWO-LANE ROAD - LEVEL 1 WORK VEHICLE IN A LIVE LANEPERMANENT SPEED UNDER 65KM/H
Notes
Reference CoPTTM 4th Edition Section F Drawing F4.4
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
55
TWO-WAY TWO-LANE ROAD WORK VEHICLE IN A LIVE LANEPERMANENT SPEED OVER 65KM/H - CSD FORWARD VISIBILITY TO WORK VEHICLE
MOBILE OPERATION
T1A/T134 RD6R
5 to 20 seconds travel time (approx. 100-600m)
Rear visibility is greater than
clear sight distance
TV4 RD6R
TV2
Forward visibility is greater than clear
sight distance
Rear visibility Ta
il p
ilot
Wor
k ve
hicl
e
ATF4-5
Reference CoPTTM 4th Edition Section F Drawing F3.5
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
56
1.Both forward and rearvisibility is less than theclear sight distancecontinuously for 1km tothe work vehicle
MOBILE OPERATION
T1A/T134 RD6R
5 to 20 seconds travel time (approx.
100-600m)
Rear visibility is greater than clear
sight distance
TV4 RD6R
TV2
Forward visibility is greater than clear sight
distance
Rear visibility is less than clear sight
distance TV4 RD6R
Forward visibility is less than clear sight
distance Le
ad
pilo
t
Wor
k ve
hicl
e
Tail
pilo
t 5 to 20 seconds
travel time (approx. 100-600m)
ATF4-6
TWO-WAY TWO-LANE ROAD - LEVEL 1 WORK VEHICLE IN A LIVE LANE PERMANENT SPEED OVER 65KM/H - NO CSD TO WORK VEHICLE
Notes
Reference CoPTTM 4th Edition Section F Drawing F4.6
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
57
1.If the permanent speedis under 65km/h, thetail pilot vehicle may bereplaced with staticsigns (T1A withappropriatesupplementary plateand TG2)
MOBILE OPERATION
5 to 20 seconds travel time (approx.
100-600m)
TV2
Forward visibility is greater than clear sight
distance
TV4 RD6R
TV4 RD6R Under 65km/h 15 to 40m Over 65km/h 15 to 60m
Wor
k ve
hicl
e Sh
adow
ve
hicl
e
T1A/T134 RD6R
Rear visibility is greater than clear
sight distance
Tail
pilo
t
1m lateral safety zone
10m roll ahead
ATF4-7
TWO-WAY TWO-LANE ROAD - LEVEL 1 PERSONAL ON THE ROADANY SPEED
Notes
Reference CoPTTM 4th Edition Section F Drawing F4.7
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
58
1.If the permanent speedis under 65km/h, thetail pilot vehicle may bereplaced with staticsigns (T1A withappropriatesupplementary plateand TG2) on bothsides of thecarriageway
MOBILE OPERATION
5 to 20 seconds travel time (approx. 100-600m)
Rear visibility is greater than
clear sight distance
TV4 RD6L
RD6L T1A/T134
Tail
pilo
t
Wor
k ve
hicl
e
ATF4-8
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD LEVEL 1WORK VEHICLE IN THE RIGHT LANE PERMANENT SPEED OVER 65KM/H
Notes
Reference CoPTTM 4th Edition Section F Drawing F4.8
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
59
1.Only use this TMDwhen activity can becompleted within 1hour (excluding set upand removal ofworksite)
2.The T1A advancewarning signs may bereplaced by a tail pilotvehicle with a T1Asign, appropriatesupplementary plateand a RD6R/L
3.If shadow vehicle isfitted with a TMA, thelongitudinal safetyzone (D) is notrequired
MOBILE OPERATION
T1A T1A
G
B
F E
TV4
TV4 RD6L
Arrow board
D
Wor
k ve
hicl
e
A
10m roll ahead
Shad
ow
vehi
cle
ATF4-9
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 1 SEMI STATIC CLOSURE - WORK FOR UP TO 1 HOUR PART OF OR ALL OF A LANE OCCUPIED
Notes
Reference CoPTTM 4th Edition Section F Drawing F4.9
Auckland Transport Generic TMD Version 1.1 October 2017
Section F
60
Auckland Transport Generic Traffic Management Drawings Section GLEVEL 2
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
1
footpath widths: Residential/Rural -
0.9m Suburban Centre -
1.2m CBD - 2m
2.Where the length of thetemporary footpathexceeds 20m, thesewidths may have to beincreased to allowfootpath users to pass
3.Refer to C13.2.3 fortemporary footpathsurface requirements
4.Use a safety fence toenclose the workingspace, or at attendedworksites, conesconnected with conebars can be used toenclose the workingspace but only for ashort period of time.Refer C13.2.5 andC13.2.6
5.
STATIC OPERATION
TU32
E
Foot
path
TU31
Foot
path
Ber
m
Ber
m
This TMD must beused in conjunctionwith appropriate TTMfor any work carriedout on the shoulder orin the live lane
ATG1-1 1.Minimum pedestrianNotes
Reference CoPTTM 4th Edition Section G Drawing G1.1
FOOTPATH - LEVEL 2 FOOTPATH DIVERTED ONTO THE BERM BEHIND THE WORK SPACE FIRST PREFERENCE
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
2
STATIC OPERATION
ATG1-1b
1.For footpath acceptableconditions please referto CoPTTM SectionC13.2.3 for temporaryfootpath surfacerequirements
2.This TMD must be usedin conjunction withappropriate TTM for anywork carried out on theshoulder or in the livelane
3.Footpath to be closedduring hazardousperiods (i.e. when treebranches are being cut)
4.Cone bars to be used ateither end at all timesfor additional warningand site control
Notes
FOOTPATH - LEVEL 2 FOOTPATH DIVERTED ONTO THE BERM BEHIND THE WORK SPACE FIRST PREFERENCE (ALTERNATIVE)
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
3
1.Minimum pedestrianfootpath widths: Residential/Rural - 0.9m Suburban Centre - 1.2m CBD - 2m
2.Where the length of thetemporary footpathexceeds 20m, these widthsmay have to be increasedto allow footpath users topass
3.Refer to C13.2.3 fortemporary footpath surfacerequirements
4.Use a safety fence toenclose the working space.At attended worksites,cones connected with conebars can be used toenclose the working space.Refer C13.2.5
5.Use barrier or safety fenceto delineate the traffic sideof the temporary footpath.For temporary barrierrequirements. Refer to C18
6.
STATIC OPERATION
Foot
path
Ber
m
Ber
m
TU32
TU31
Foot
path
Ber
m
Ber
m
This TMD must be used inconjunction withappropriate TTM for anywork carried out on theshoulder or in the live lane
ATG1-2Notes
Reference CoPTTM 4th Edition Section G Drawing G1.2
FOOTPATH - LEVEL 2 FOOTPATH DIVERTED ONTO THE BERM BETWEEN THE WORKING SPACE AND CARRIAGEWAYSECOND PREFRENCE
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
4
1.Minimum pedestrian footpathwidths: Residential/Rural - 0.9m Suburban Centre - 1.2m CBD - 2m
2.Where the length of thetemporary footpath exceeds20m, these widths may haveto be increased to allowfootpath users to pass
3.Use a safety fence to enclosethe working space, or atattended worksites, conesconnected with cone bars canbe used to enclose theworking space but only for ashort period of time. ReferC13.2.5 and C13.2.6
4.Use temporary barrier orsafety fence to delineate thetraffic side of the temporaryfootpath. For temporary barrierrequirements refer to C18. Forsafety fence requirementsrefer to C13.2.6
5.There must be a lateral safetyzone between the traffic sideof the temporary footpath andthe live lane: 0.5m for temporary barrier 1m for safety fence or cone
bars6.Use kerb ramps to assist
mobility vehicles, pushchairs,etc.
7.At night, corners of safetyfence may be illuminated withflashing amber warning lights
8.
STATIC OPERATION
Foot
path
TU32
TU31
Foot
path
C
RS1/RS2/ RS3
TG2
RS1/TG1
TG2
A
RS1/TG1
A
C
TG2 TG2
T1B/T144
RS1/TG1 RS1/TG1
C
T1B/T144 T1B/T144
T1B/T144
H*
B
½C
C
D
I*
E
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RD6L
RD6L
F F
½C
B
This TMD must be used inconjunction with appropriateTTM for any work carried outon the shoulder or in the livelane
ATG1-3
FOOTPATH - LEVEL 2 (EMERGENCY ONLY) FOOTPATH DIVERTED ONTO THE CARRIAGEWAY THIRD PREFRENCE
Notes
Reference CoPTTM 4th Edition Section G Drawing G1.3 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
5
1.Where work is carriedout on the berm orfootpath and a workvehicle is parked in alegal parallel car park,provided the vehicle isonly accessed from theoff traffic side, advancewarning T1B andWORKS END TG2 areoptional
2.The work vehicle canhave a registrationclassification of eitherClass MA, MB, MC orNA
3.Traffic managementmust be providedwhere footpath usersor cyclists are affected
4.This layout may onlybe used during daylighthours
5.
STATIC OPERATION
Ber
m
Park
ing
Lane
Foot
path
W
ork
vehi
cle
A
B
T1B
TG2
C
TG2
ATG1-4
SHOULDER AND ROADSIDE ACTIVITIES - LEVEL 2WORK ON BERM AND/OR FOOTPATHPERMANENT SPEED LESS THAN 65KM/H
Refer to section C13and C8 for furtherinformation
Reference CoPTTM 4th Edition Section G Drawing G1.4 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
6
Notes 1.A 10m taper is allowed
where shoulder widthis less than 2.5m
2.The taper is aminimum of 5 cones at2.5m centres
3.*For shoulders exceeding 2.5m width, apply the calculation of taper length for lateral shift of less than 3.5m: W x H
RD6R
C
T1B/T138
BD
H
*
TG2
E
A
3.5 W = Width of lateral shift H = Taper length in metres from the level 2 layout distance table
STATIC OPERATION
SHOULDER AND ROADSIDE ACTIVITY - LEVEL 2 WORK ON BERM OR FOOTPATHPERMANENT SPEED LESS THAN 65KM/H
ATG1-5
Reference CoPTTM 4th Edition Section G Drawing G1.5
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
7
1m - 50km/h or less 1.5m - 60km/h or
more2.A minimum cycle lane
width of 1.5m isrequired if thetemporary cycle lane isuphill
3.Cones are required onedge of temporary laneopposite closure if roadis not well defined
4.*Calculation of taper length for lateral shiftof less than 3.5m is:W x H3.5 W = Width of lateral shift H = Taper length in metres from the level 2 layout distance table
5.
STATIC OPERATION
C
RS1/RS2/ RS3
TG2
RS1/TG1
RS1/RS2/ RS3
TG2
A
RS1/TG1
A
C
TG2 TG2
T1B/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1 RS1/TG1
C
T1B/T144 T1B/T144
T1B/T144
RD6L
H*
RD6L
B
½C
C
D
F F
½C
H*
B
Minimum cycle lane width
Cyc
le la
ne
Cyc
le la
ne
TU44
RD6R
Fence
Use TSLs if required by TSL decision matrix
ATG1-6
CYCLE LANE - LEVEL 2 DIVERTED CYCLE LANE - CONES LANE CONTROLTRAFFIC CROSSING ROAD CENTRE
Notes�1.Minimum cycle lanewidth must be:
Reference CoPTTM 4th Edition Section G Drawing G1.6
(EMERGENCY ONLY)
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
8
1.Only use this TMD ifthere is insufficientwidth to fit areplacement cycle lane
2.Minimum cycle lanewidth must be: 1m - 50km/h or less 1.5m - 60km/h or
more3.A minimum cycle lane
width of 1.5m isrequired if thetemporary cycle lane isuphill
4.Merge of cycle lanewith live lane must bedelineated
5.*Calculation of taper length for lateral shiftof less than 3.5m is:
STATIC OPERATION
Cyc
le la
ne
TG2
RS1/RS2/ RS3
RS1/RS2/ RS3
T1B/T144
B
CC
TG2
RS1/RS2/ RS3
A
C50
m m
in
T1B/T144
RS1/RS2/ RS3
A
RD6L
TU44
RD6L
D
H*
F Minimum cycle lane width
RS1/TG1 RS1/TG1
RS1/TG1 RS1/TG1 CYCLE LANE
CLOSED
C
C
F E
W x H3.5 W = Width of lateral shift H = Taper length in metres from the level 2 layout distance table
ATG1-7
CYCLE LANE - LEVEL 2 (EMERGENCY ONLY) CYCLE LANE CLOSED TRAFFIC CROSSING ROAD CENTRE
Notes
Reference CoPTTM 4th Edition Section G Drawing G1.7 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
9
1.Extend or place extraadvance warning signstowards on-comingtraffic beyond the endof any expected trafficqueues
2.A 30m return taper atthe end of the closureis mandatory
3.Cones are required onedge of temporary laneopposite closure if roadedge is not welldefined
4.Use PN11 no stoppingsigns, if necessary
5.MTC with RP4/RP41STOP/GO orRP4/RP42STOP/SLOW paddleon road shoulderlocated between 1stand 2nd cone in thecone threshold closestto the working space
6.Minimum 5 cones incone threshold at: 2.5m centres - less
than 65km/h 5m centres - more
than 65km/h7.
STATIC OPERATION
C
RS1/RS2/ RS3
TG2
RS1/TG1
RS1/RS2/ RS3
TG2
A
RS1/TG1
A
C
C
TG2 TG2
T1B/T144
RS1/RS2/RS3
RS1/RS2/RS3
RS1/TG1 RS1/TG1
C
T1B/T144
RP41 RP4
C
RP41 RP4
F
D
30m
30
m
E F
10m
F
10m
T1B/T144
TA2/TA21 TA2/TA21
TA2/TA21 TA2/TA21
T1B/T144
RD6L
RD6L
C
RD6L
D
RD6L Refer to C10.2.3 for further information
ATG1-8
TWO-WAY TWO-LANE ROAD (EMERGENCY ONLY)MANUAL TRAFFIC CONTROL (STOP/GO OR STOP/SLOW) SINGLE LANE ALTERNATING FLOW
Notes
Reference CoPTTM 4th Edition Section G Drawing G1.8 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
10
1.Closure period not toexceed the limit set orapproved by the RCA
2.Extend or place extraadvance warning signstowards on-comingtraffic beyond anyexpected traffic queues
3.MTC with RP4/RP41STOP/GO orRP4/RP42STOP/SLOW paddleon road shoulderlocated between 1stand 2nd cone in thecone threshold closestto the working space
4.Minimum 5 cones incone threshold at: 2.5m centres - less
than 65km/h 5m centres - more
than 65km/h5.MTCs must show
same message tooncoming traffic (egSTOP/STOP orGO/GO)
6.Refer to C10.2.3 forfurther information
7.
STATIC OPERATION
C
RS1/RS2/ RS3
TG2
RS1/TG1
RS1/RS2/ RS3
TG2
RS1/TG1 C
T1B/T144
RP41 RP4
F
T1B/T144
TA2/TA21 TA2/TA21
C
RD6L
RD6L
A
C
C
TG2 TG2
T1B/T144
RS1/RS2/RS3
RS1/RS2/RS3
RS1/TG1 RS1/TG1
RP41 RP4
C F
TA2/TA21 TA2/TA21
T1B/T144
RD6L
D
RD6L
D
Work vehiclemovement must ceasewhenever road usersare moving through thesite unless there is fulldelineation separatingthe closure and thetraffic
ATG1-9
TWO-WAY TWO-LANE ROAD - LEVEL 2 (EMERGENCY ONLY)MANUAL TRAFFIC CONTROL (STOP/GO OR STOP/SLOW)ALL TRAFFIC STOPPED TEMPORARILY
Notes
Reference CoPTTM 4th Edition Section G Drawing G1.9 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
11
1.Provide details of makeand model of portabletraffic signals in the TMP
2.Install temporary limitlines (must be able to beremoved uponcompletion) or useRP61/RP62 signs
3.Approved temporaryspeed humps may alsobe used
4.A 30m return taper at theend of the closure ismandatory
5.Cones are required onedge of temporary laneopposite closure if roadis not well defined
6.The STMS shouldmonitor queues duringthe worksite operationand extend or placeextra advance warningsigns towards on-comingtraffic beyond the end ofany expected trafficqueues
7.Use PN11 No Stoppingsigns, if necessary
8.Minimum 5 cones incone threshold at: 2.5m centres - less
than 65km/h 5m centres - more than
STATIC OPERATION
C
RS1/RS2/ RS3
TG2
RS1/TG1
RS1/RS2/ RS3
TG2
A
RS1/TG1
A
C
C
TG2 TG2
T1B/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1 RS1/TG1
C
T1B/T144
C
F
D
30m
30
m
E F
10m
F
10m
T1B/T144
T1B/T144
RD6L
RD6L
C
RD6L
D
TA1 TA1
TA1 TA1
RD6L
65km/h
ATG1-10
TWO-WAY TWO-LANE ROAD - LEVEL 2 (EMERGENCY ONLY) SINGLE-LANE ALTERNATING FLOW PORTABLE TRAFFIC LIGHTS
Reference CoPTTM 4th Edition Section G Drawing G1.10
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
12
Notes 1.Cones are required on
edge of temporary laneopposite closure if roadis not well defined
2.*Calculation of taper length for lateral shift of less than 3.5m is: W x H 3.5 W = Width of lateral shift H = Taper length in metres from the level 2 layout distance table
3.Use PN11 No Stoppingsigns, if necessary
4.
C
RS1/RS2/ RS3
TG2
RS1/TG1
RS1/RS2/ RS3
TG2
A
RS1/TG1
A
C
TG2 TG2
RS1/RS2/ RS3
RS1/RS2/ RS3
C
RD6L
H*
½C
B
C
D
FE
½C
H*
T1B/T144 T1B/T144
B
T1B/T144
RS1/TG1 RS1/TG1
T1B/T144
D
F E
RD6L
Use TSLs if requiredby TSL decision matrix
ATG1-11
STATIC OPERATION
TWO-WAY TWO-LANE ROAD - LEVEL 2 (EMERGENCY ONLY)WORK IN THE CENTRE OF ROAD
Reference CoPTTM 4th Edition Section G Drawing G1.11 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
13
Notes 1.Shallow flooding that
can be safely traversedby vehicles
2.This diagram is forinitial response only.Appropriate long termTTM must be installedas soon as practical
3.The advance warningsign may be any one ofthe following:
4.If necessary, erect TG4DRY YOUR BRAKESsign
5.Delineate hazard ifhazard extends ontolane
6.
TWO-WAY TWO-LANE ROAD - LEVEL 2 (EMERGENCY ONLY)OTHER HAZARDSSHALLOW FLOODING, SLIPS, SLIPPERY SURFACE
STATIC OPERATION
C
RS1/RS2/ RS3
RS1/TG1
RS1/RS2/ RS3
A
RS1/TG1
A
C
T2B/T144/ T211
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1 RS1/TG1
C
T2B/T144/ T211
TG31 TG31
TG31 TG31
TG4 TG4
C
TG4 TG4
20m
20
m
T2B/T144/ T211
T2B/T144/ T211
B
B
Other hazard T2B
TR1L/R Slips
TR2 Slippery Surface
T211 Flooding
Uneven SurfaceTR4
Use TSLs if requiredby TSL decision matrix
ATG1-14
Reference CoPTTM 4th Edition Section G Drawing G1.14
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
14
Notes 1.C* - the TL2L/TLS
signs are to be either100m or 200m inadvance of the start ofthe taper
2.Cones are requiredfrom TSL to taper (orhazard area where notaper is installed)unless the edgeline iswell defined
3.
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 2 (EMERGENCY ONLY) LEFT LANE CLOSURE
STATIC OPERATION
C
RS1/TG1
A
RS1/TG1
RS1/RS2/ RS3
RS1/RS2/ RS3
C*
C
F
C
D
T1B/T144 T1B/T144
TL2L/TLS TL2L/TLS
H
RD6R
RD6R
TG2 TG2
E
Use TSLs if required by TSL decision matrix
ATG1-17
Reference CoPTTM 4th Edition Section G Drawing G1.17
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
15
Notes 1.C* - the TL2R/TLS
signs are to be either100m or 200m inadvance of the start ofthe taper
2.Cones are requiredfrom TSL to taper (orhazard area where notaper is installed)unless the edgeline iswell defined
3.
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 2 (EMERGENCY ONLY) RIGHT LANE CLOSURE
STATIC OPERATION
C
RS1/TG1
A
RS1/TG1
RS1/RS2/ RS3
RS1/RS2/ RS3
C*
C
C
D
T1B/T144 T1B/T144
H
TG2 TG2
F
RD6L
RD6L
E
TL2R/TLS TL2R/TLS
Use TSLs if required by TSL decision matrix
ATG1-18
Refrence CoPTTM 4th Edition Section G Drawing G1.18 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
16
Notes 1.The longitudinal safety
zone is based on thetemporary speed limit
2.C* - the TL2R/TLSsigns are to be either100m or 200m inadvance of the start ofthe taper
3.Cones are requiredfrom TSL to taper (orhazard area where notaper is installed)unless the edgeline iswell defined
4.*Calculation of taper length for lateral shift of less than 3.5m is: W x I 3.5 W = Width of lateral shift I = Taper length in metres from the level 2 layout distance table
5.Cones are required onedge of temporary laneopposite closure if roadedge is not welldefined
6.
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 2 (EMERGENCY ONLY) RIGHT LANE CLOSURE ONE-LANE TEMPORARY DIVERSION
STATIC OPERATION
C
RS1/TG1
A
RS1/TG1
RS1/RS2/ RS3
RS1/RS2/ RS3
C*
C
C
T1B/T144 T1B/T144
H
TG2 TG2
F
RD6L
RD6L
E
TL2R/TLS TL2R/TLS
I* K
D
I*
RD6L
Use TSLs if required by TSL decision matrix
ATG1-19
Reference CoPTTM 4th Edition Section G Drawing G1.19 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
17
Notes 1.C* - the TL5R/TLS
signs are to be either100m or 200m inadvance of the start ofthe taper
2.Cones are requiredfrom TSL to taper (orhazard area where notaper is installed)unless the edgeline iswell defined
3.*Calculation of taper length for lateral shift of less than 3.5m is: W x (H or I) 3.5 W = Width of lateral shift H or I = Taper length in metres from the level 2 layout distance table
4.Cones are required onedge of temporary laneopposite closure if roadedge is not welldefined
5.
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 2 (EMERGENCY ONLY) ONE LANE CLOSURETWO-LANE TEMPORARY DIVERSION
STATIC OPERATION
RS1/TG1 RS1/TG1
T1B/T144 T1B/T144
RD6R
RD6R
TL5R/TLS TL5R/TLS
RS1/RS2/ RS3
RS1/RS2/ RS3
TG2 TG2
I*
F F
C
C
A
C*
C
D
H*
½C
E
Use TSLs if required by TSL decision matrix
ATG1-20
Reference CoPTTM 4th Edition Section G Drawing G1.20 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
18
Notes 1.C* - the TL3L/TLS
signs are to be either100m or 200m inadvance of the start ofthe taper
2.Cones are requiredfrom TSL to taper (orhazard area where notaper is installed)unless the edgeline iswell defined
3.Cones are required onedge of temporary laneopposite closure if roadis not well defined
4.Use PN11 no stoppingsigns, if necessary
5.Use TSLs if requiredby TSL decision matrix
C
C
RS1/RS2/ RS3
TG2
RS1/TG1
RS1/RS2/ RS3
TG2
A
RS1/TG1
CA
D
H
H
C
D
E
F F
C
TG2 TG2
T1B/T144
TL2R/TLS TL2R/TLS
RS1/RS2/RS3
RS1/RS2/RS3
RS1/TG1 RS1/TG1
T1B/T144
TL2R/TLS TL2R/TLS
RD6L
C*
E E
RD6L
T1B/T144
T1B/T144
This drawing mustnot be used as aTMP diagram
ATG1-23
STATIC OPERATION TWO-WAY FOUR-LANE ROAD - LEVEL 2 (EMERGENCY ONLY) CENTRE-LANE CLOSURE
Refrence CoPTTM 4th Edition Section G Drawing G1.23
6.
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
19
Notes 1.C* - the TL3L/TLS
signs are to be either100m or 200m inadvance of the start ofthe taper
2. Cones are requiredfrom TSL to taper (orhazard area where notaper is installed)unless the edgeline iswell defined
3.Full end taper may beadded if required
4.
FE
ONE-WAY THREE-LANE DIVIDED OR THREE-LANE ROAD - LEVEL 2 (EMERGENCY ONLY) ONE-LANE CLOSURELEFT LANE
STATIC OPERATION
RS1/TG1
TG2
RS1/RS2/ RS3
TG2
RS1/RS2/ RS3
RS1/TG1
F
TL3L/TLS TL3L/TLS
T1B/T144 T1BT144
C
C
A
C*
C
D
H
RD6R
RD6R
Use TSLs if requiredby TSL decision matrix
ATG1-24
Reference CoPTTM 4th Edition Section G Drawing G1.24 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
20
Notes 1.C* - the TL33/TLS
signs are to be either100m or 200m inadvance of the start ofthe taper
2.Cones are requiredfrom TSL to taper (orhazard area where notaper is installed)unless the edgeline iswell defined
3.Full end taper may beadded if required
4.
ONE-WAY THREE-LANE DIVIDED OR THREE-LANE ROAD - LEVEL 2 (EMERGENCY ONLY)ONE-LANE CLOSURERIGHT LANE
STATIC OPERATION
TL33/TLS TL33/TLS
F EF
RS1/TG1
TG2
RS1/RS2/ RS3
TG2
RS1/RS2/ RS3
RS1/TG1
T1B/T144 T1BT144
C
C
A
C*
C
D
H
RD6L
RD6L
ATG1-25
Use TSLs if requiredby TSL decision matrix
Reference CoPTTM 4th Edition Section G Drawing G1.25
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
21
Notes 1.C* - the TL3L/TLS
signs are to be either100m or 200m inadvance of the start ofthe taper
2.Distance K must beextended to match thedistance shown on anysupplementary plateused with the TL2Lsign
3.Cones are requiredfrom TSL to taper (orhazard area where notaper is installed)unless the edgeline iswell defined
4.Full end taper may beadded if required
5.
6.
ONE-WAY THREE-LANE DIVIDED OR THREE-LANE ROAD - LEVEL 2 (EMERGENCY ONLY) TWO LANE CLOSURELEFT AND CENTRE LANES
STATIC OPERATION
F
TG2
RS1/RS2/ RS3
TG2
RS1/RS2/ RS3
T1B/T144 T1BT144
C
C
A
C*
C
K
H
TL3L/TLS TL3L/TLS
TL2L/TLS TL2L/TLS
DI
E
RS1/TG1 RS1/TG1
RD6R
RD6R
RD6R
RS1/TG1 RS1/TG1
Rep
eate
r TSL
s at
400
m m
ax
ATG1-26
Use TSLs if requiredby TSL decision matrixTSLs to be repeated at400m maximumcentres
Reference CoPTTM 4th Edition Section G Drawing G1.26 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
22
Notes 1.C* - the TL33/TLS
signs are to be either100m or 200m inadvance of the start ofthe taper
2.Distance K must beextended to match thedistance shown on anysupplementary plateused with the TL2Lsign
3.Cones are requiredfrom TSL to taper (orhazard area where notaper is installed)unless the edgeline iswell defined
4.Full end taper may beadded if required
5.
6.
ONE-WAY THREE-LANE DIVIDED OR THREE-LANE ROAD - LEVEL 2 (EMERGENCY ONLY)TWO LANE CLOSURERIGHT AND CENTRE LANES
STATIC OPERATION
TG2
RS1/RS2/ RS3
TG2
RS1/RS2/ RS3
T1B/T144 T1BT144
C
C
A
C*
C
K
H
TL33/TLS TL33/TLS
DI
RS1/TG1 RS1/TG1
RD6L
RS1/TG1 RS1/TG1
F E
RD6L
RD6L
TL2R/TLS TL2R/TLS
Rep
eate
r TSL
s at
400
m m
ax
Use TSLs if requiredby TSL decision matrixTSLs to be repeated at400m maximumcentres
ATG1-27
Reference CoPTTM 4th Edition Section G Drawing G1.27 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
23
1.
MOBILE OPERATION
T1B/T136
Wor
k ve
hicl
e
Greater than 5m
ATG2-1
TWO-WAY TWO-LANE ROAD - LEVEL 2 WORK IS MORE THAN FIVE (5) METERS FROM THE EDGE OF THE EDGE LINEANY SPEED
This layout will also apply to a multiple laned two-way road without a permanent median barrier T
Notes
Reference CoPTTM 4th Edition Section G Drawing G2.1 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
24
`
Notes 1.This layout may also
be used on multiplelaned roads
2.Rear visibility is morethan clear sightdistance or rearvisibility is less thanclear sight distancewith the permanentspeed of less than65km/h
3.The T1B sign andsupplementary platesmust be repeatedthroughout the lengthof the worksite atintervals no greaterthan 4km
4.The static signs maybe replaced by anAWVMS if used as atail pilot
For non-state highways
5.
T1B/T136/ T121
TG2
A
Wor
k ve
hicl
e
TV4 RD6R
5m 2m
T32
Signs on this side of road are required if the operation is cyclic
T1B/T136/ T121
Rear visibility equal to, or greater than, clear sight distance
MOBILE OPERATION
The static signs may be replaced by a tail pilot vehicle with T1B and RD6R/L signs
ATG2-2
Reference CoPTTM 4th Edition Section G Drawing G2.2
TWO-WAY TWO-LANE ROAD - LEVEL 2 WORK VEHICLE BETWEEN TWO (2) AND FIVE (5) METERS FROM THE EDGELINE
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
25
1.
MOBILE OPERATION
5 to 20 seconds travel time
(approx. 100-600m)
Wor
k ve
hicl
e Ta
il pi
lot
RD6R
TV4 RD6R
5m 2m
5m 2m
Rear visibility equal to, or
greater than, clear sight distance T1B/T136
Notes ATG2-3This layout will also apply to a multiple laned two-way road without a permanent median barrier
Reference CoPTTM 4th Edition Section G Drawing G2.3
TWO-WAY TWO-LANE ROAD - LEVEL 2 WORK VEHICLE IS BETWEEN TWO (2) AND FIVE (5) METERS OF THE EDGELINEPERMANENT SPEED GREATER THAN 65KM/H
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
26
1.This layout may also beused on multiple lanedroads
2.The T1B sign andsupplementary platesmust be repeatedthroughout the length ofthe worksite at intervalsno greater than 4km
3.The shadow vehicle mustbe fitted with a TMA andthe R3-13.3 signconsisting of the red andwhite delineation, theRD6T (light arrow) andthe blue disk and whitearrow RD6L/R
4.The static signs may bereplaced by an AWVMS ifused as a tail pilot
For non-state highways
5.With the relevant RCA’spermission, the TMAshadow vehicle may havea horizontal arrowboardand a TV4 PASS WITHCARE sign instead of theLAS
6.
MOBILE OPERATION
T1B/T136/ T121
TG2
A
Wor
k ve
hicl
e
2m
TV4 RD6R Sh
adow
ve
hicl
e
TMA
15 to 40m
R3-13.3
The static signs may bereplaced by a tail pilotvehicle with a TMA,horizontal arrow board,T1B and RD6R/L signs
ATG2-4Notes
Reference CoPTTM 4th Edition Section G Drawing G2.4
TWO-WAY TWO-LANE ROAD - LEVEL 2 WORK VEHICLE IS BETWEEN ZERO (0) AND TWO (2) METERS OF THE EDGELINE PERMANENT SPEED LESS THAN 65KM/H
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
27
1.This layout may alsobe used on multiplelaned roads
2.The shadow vehiclemust be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
3.Where the work is on atwo-lane two-way roadthe leading workvehicle must be fittedwith a front-mountedTV2 ROAD WORKSsign unless a lead pilotis required
For non-state highways
4.With the relevantRCA’s permission, theTMA shadow vehiclemay have a horizontalarrowboard and a TV4PASS WITH CAREsign instead of the LAS
5.
MOBILE OPERATION
Wor
k ve
hicl
e
TV4 RD6R
2m
Shad
ow
vehi
cle
TMA
TV2
AW
VMS
T1B/T136/ T121
15 to 60m
Rear visibility equal to, or greater than, clear sight distance
100m to 1,600m (approx. 5 to 55
seconds travel time)
R3-13.3
ATG2-5
The AWVMS may bereplaced by a tail pilotvehicle with a TMA,horizontal arrow board,T1B and RD6R/L signs
Notes
Reference CoPTTM 4th Edition Section G Drawing G2.5
TWO-WAY TWO-LANE ROAD - LEVEL 2 WORK VEHICLE IS BETWEEN (0) AND TWO (2) METERS OF THE EDGELINEPERMANENT SPEED GREATER THAN 65KM/H
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
28
1.This layout may also beused on multiple lanedroads
2.The T1B sign andsupplementary platesmust be repeatedthroughout the length ofthe worksite at intervalsno greater than 4km
3.The shadow vehicle mustbe fitted with a TMA andthe R3-13.3 signconsisting of the red andwhite delineation, theRD6T (light arrow) andthe blue disk and whitearrow RD6L/R
4.The static sign may bereplaced by an AWVMS ifused as a tail pilot
For non-state highways5.With the relevant RCA’s
permission, the TMAshadow vehicle may havea horizontal arrowboardand a TV4 PASS WITHCARE sign instead of theLAS
6.
MOBILE OPERATION
TG2
A
Wor
k ve
hicl
e
TV4 RD6R
Shad
ow
vehi
cle
TMA
TV2
15 to 40m
T1B/T134/ T121
R3-13.3
Notes
TWO-WAY TWO-LANE ROAD - LEVEL 2WORK VEHICLE IN THE LIVE LANEPERMANENT SPEED LESS THAN THE 65KM/H
The static sign may bereplaced by a tail pilotvehicle with a TMA,horizontal arrow board,T1B and RD6R/L signs
ATG2-6
Reference CoPTTM 4th Edition Section G Drawing G2.6
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
29
1.A lead pilot vehiclemust be used onundivided two-wayroads with permanentspeed limits greaterthan 65km/h when: visibility to the work
vehicle is less thanCSD continuously formore than 1km, or the operation crosses
the centre line2.The shadow vehicle
must be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
For non-state highways
3.With the relevantRCA’s permission, theTMA shadow vehiclemay have a horizontalarrowboard and a TV4PASS WITH CAREsign instead of the LAS
4.
MOBILE OPERATION
Wor
k ve
hicl
e TV4 RD6R
Shad
ow
vehi
cle
TMA
TV2
Lead
pi
lot
5 to 20 seconds travel time (approx. 100-600m)
AW
VMS
15 to 60m
Rear visibility equal to, or greater than, clear sight distance
100m to 1,600m (approx. 5 to 55
seconds travel time)
Forward visibility equal to, or greater
than, clear sight distance
T1B/T134/ T121
ROAD MARKING
NEXT 1 km
TV4 RD6R
R3-13.3
TWO-WAY TWO-LANE ROAD - LEVEL 2WORK VEHICLE IN THE LIVE LANEPERMANENT SPEED GREATER THAN 65KM/H
ATG2-7
The AWVMS may bereplaced by a tail pilotvehicle with a TMA,horizontal arrow board,T1B and RD6R/L signs
Notes��
Reference CoPTTM 4th Edition Section G Drawing G2.7 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
30
Notes 1.A lead pilot vehicle
must be used onundivided two-wayroads with permanentspeed limits greaterthan 65km/h when: visibility to the work
vehicle is less thanCSD continuously formore than 1km, or the operation crosses
the centre line2.The shadow vehicle
must be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
For non-state highways
3.With the relevantRCA’s permission, theTMA shadow vehiclemay have a horizontalarrowboard and a TV4PASS WITH CAREsign instead of the LAS
4.
Under 65km/h 15 to 40m Over 65km/h 15 to 60m
Wor
k ve
hicl
e
TV4 RD6R
Shad
ow
vehi
cle
TMA
TV2
Lead
pi
lot
5 to 20 seconds travel time (approx. 100-600m)
AW
VMS
10m roll ahead distance
1m lateral safety zone
Working space
T1B/T134/ T121
ROAD MARKING
NEXT 1 km
100m to 1,600m (approx. 5 to 55
seconds travel time)
Rear visibility equal to, or greater
than, clear sight distance
Forward visibility equal to, or
greater than, clear sight distance
TV4 RD6R
R3-13.3
ATG2-8
MOBILE OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 2PERSONAL IN THE LIVE LANE
The AWVMS may bereplaced by a tail pilotvehicle with a TMA,horizontal arrow board,T1B and RD6R/L signs
Reference CoPTTM 4th Edition Section G Drawing G2.8 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
31
1.The T1B sign andsupplementary platesmust be repeatedthroughout the lengthof the worksite atintervals no greaterthan 4km
2.The shadow vehiclemust be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
3.The static sign may bereplaced by anAWVMS if used as atail pilot
For non-state highways
4.With the relevantRCA’s permission, theTMA shadow vehiclemay have a horizontalarrowboard and a TV4PASS WITH CAREsign instead of the LAS
5.
MOBILE OPERATION
T1B/T136/ T121
TG2
A
Wor
k ve
hicl
e
TV4 RD6L
Shad
ow
vehi
cle
TMA
2m
TG2
T1B/T136/ T121
15 to 40m
R3-13.3
The static signs maybe replaced by a tailpilot vehicle with aTMA, horizontal arrowboard, T1B andRD6R/L signs
ATG2-9
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 2WORK VEHICLE IS BETWEEN ZERO (0) AND TWO (2) METERS FROM THE EDGELINE PERMANENT SPEED IS LESS THAN 65KM/H
Notes
Reference CoPTTM 4th Edition Section G Drawing G2.9 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
32
1.The shadow vehiclemust be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
2.If used on a centralmedian, the AWVMS isto be positioned atleast 2m clear of theedgeline of bothcarriageways
3.With a right handclosure where there isno available shoulderon the right handmedian, the AWVMScan be positioned onthe left hand side clearof the edgelineshowing a right handlane drop
For non-state highways
4.With the relevantRCA’s permission, theTMA shadow vehiclemay have a horizontalarrowboard and a TV4PASS WITH CAREsign instead of the LAS
5.
MOBILE OPERATION
AW
VMS
Wor
k ve
hicl
e TV4 RD6R
Shad
ow
vehi
cle
TMA
15 to 60m
Rear visibility equal to, or greater than, clear sight distance
100m to 1,600m (approx. 5 to 55
seconds travel time)
AW
VMS
T1B/T138/ TLS
2m
R3-13.3
2m
If AWVMS used on central median
Notes
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 2WORK VEHICLE IS BETWEEN ZERO (0) AND TWO (2) METERS OF THE EDGELINE PERMANENT SPEED GREATER THAN 65KM/H
The AWVMS may bereplaced by a tail pilotvehicle with a TMA,horizontal arrow board,T1B and RD6R/L signs
ATG2-10
Reference CoPTTM 4th Edition Section G Drawing G2.10 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
33
1.The T1B sign andsupplementary platesmust be repeatedthroughout the lengthof the worksite atintervals no greaterthan 4km
2.The shadow vehiclemust be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
3.The static signs maybe replaced by anAWVMS if used as atail pilot
For non-state highways
4.With the relevantRCA’s permission, theTMA shadow vehiclemay have a horizontalarrowboard and a TV4PASS WITH CAREsign instead of the LAS
5.
MOBILE OPERATION
TG2
A
Wor
k ve
hicl
e
TV4 RD6L Sh
adow
ve
hicl
e
TMA
TG2
15 to 40m
T1B/T134/ T121
T1B/T134/ T121
R3-13.3
ATG2-11
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 2WORK VEHICLE IN THE LIVE LANEPERMANENT SPEED LESS THAN 65KM/H
The static signs maybe replaced by a tailpilot vehicle with aTMA, horizontal arrowboard, T1B andRD6R/L signs
Reference CoPTTM 4th Edition Section G Drawing G2.11 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
34
1.The shadow vehiclemust be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
2.If used on a centralmedian, the AWVMS isto be positioned atleast 2m clear of theedgeline of bothcarriageways
3. With a right handclosure where there isno available shoulderon the right handmedian, the AWVMScan be positioned onthe left hand side clearof the edgelineshowing a right handlane drop
For non-state highways
4.With the relevantRCA’s permission, theTMA shadow vehiclemay have a horizontalarrowboard and a TV4PASS WITH CAREsign instead of the LAS
5.
MOBILE OPERATION
15 to 60m
Rear visibility equal to, or greater than, clear sight distance
100m to 1,600m (approx. 5 to 55
seconds travel time)
Wor
k ve
hicl
e TV4 RD6R
Shad
ow
vehi
cle
TMA
R3-13.3
AW
VMS
AW
VMS
2m 2m
T1B/TL2L/ TLS
If AWVMS used on central median
The AWVMS may bereplaced by a tail pilotvehicle with a TMA,horizontal arrow board,T1B and RD6R/L signs
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 2WORK VEHICLE IN THE LIVE LANEPERMANENT SPEED GREATER THAN 65KM/H
ATG2-12Notes
Reference CoPTTM 4th Edition Section G Drawing G2.12
Auckland Transport Generic TMD Version 1.1 October 2017
Section G
35
1.This layout applieswhen the work activitycan be completedwithin one hour(excluding TTM set upand TTM removal fromthe worksite)
2.The shadow vehiclemust be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
3.The static signs maybe replaced by anAWVMS. Use TMDG2.14 in this case
For non-state highways
4.With the relevantRCA’s permission, theTMA shadow vehiclemay have a horizontalarrowboard and a TV4PASS WITH CAREsign instead of the LAS
5.
MOBILE OPERATION
A
T1B T1B
H
B
F
Wor
k ve
hicl
e
10m roll ahead
TV4 RD6L
Shad
ow
vehi
cle
TMA
E
R3-13.3
Notes
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 2SEMI STATIC CLOSURE - WORK FOR UP TO 1 HOUR PERMANENT SPEED IS LESS THAN 65KM/H (PART OR ALL LANES OCCUPIED)
The static sign on theright-hand side of theroad may be replacedby a tail pilot vehiclewith a TMA, horizontalarrow board, T1B andRD6L sign
ATG2-13
Reference CoPTTM 4th Edition Section G Drawing G2.13 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
36
1.This layout applies when thework activity can becompleted within one hour(excluding TTM set up andTTM removal from theworksite)
2.The shadow vehicle must befitted with a TMA and the R3-13.3 sign consisting of thered and white delineation, theRD6T (light arrow) and theblue disk and white arrowRD6L/R
3.The AWVMS can be locatedeither side of the roaddepending on availability ofspace to park the AWVMS
4.If used on a central median,the AWVMS is to bepositioned at least 2m clearof the edgeline of bothcarriageways
5.With a right hand closurewhere there is no availableshoulder on the right handmedian, the AWVMS can bepositioned on the left handside clear of the edgelineshowing a right hand lanedrop
6.Where an AWVMS is used, acone taper (H) is optional
For non-state highways7.With the relevant RCA’s
permission, the TMA shadowvehicle may have a horizontalarrowboard and a TV4 PASSWITH CARE sign instead ofthe LAS
8.
MOBILE OPERATION
H
10m roll ahead
Rear visibility equal to, or greater than, clear sight distance
F E
AW
VMS
AW
VMS
2m 2m
T1B/TL2L/ TLS
Wor
k ve
hicl
e
TV4 RD6R
Shad
ow
vehi
cle
TMA
R3-13.3
If AWVMS used on central median
100m to 1,600m (approx. 5 to 55 seconds travel
time)
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 2SEMI STATIC CLOSURE - WORK FOR UPTO 1 HOUR PERMANENT SPEED GREATER THAN 65KM/H (PART OR ALL LANES OCCUPIED)
Notes ATG2-14
The AWVMS may bereplaced by a tail pilot vehiclewith a TMA, horizontal arrowboard, T1B and RD6L sign
Reference CoPTTM 4th Edition Section G Drawing G2.14 Auckland Transport Generic TMD Version 1.1 October 2017
Section G
37
Auckland Transport Generic Traffic Management DrawingsSection HLEVEL 3
Auckland Transport Generic TMD Version 1.1 October 2017
Section H
1
Notes
1.This diagram is forinitial response only.Appropriate long termTTM must be installedas soon as practical
2.This layout shouldonly be used forshallow flooding thatvehicles can traversewhile remaining intheir correct lane(s)
3. A 10m taper, with aminimum of 5 cones,is allowed whereshoulder width is2.5m or less
4. The advance warningsign may be any oneof the following:
5. If necessary, erect TG4"DRY YOUR BRAKES"sign
6.If TSLs are notrequired, the warningdistance must be atleast 2 x C
ONE-WAY MULTI-LANE ROAD - LEVEL 3 (EMERGENCY ONLY)OTHER HAZARDS FLOODING, SLIPS,SLIPPERY SURFACE
STATIC OPERATION
TG2
RS1/RS2/RS3
RS1/TG1
C
A C
RS1/TG1
TG2
RS1/RS2/RS3
C
TG4
20m
TG4
T2B/T211/ T144
T2B/T211/ T144
ATH1-2
Refrence CoPTTM 4th Edition Section H Drawing H1.2
Auckland Transport Generic TMD Version 1.1 October 2017
Section H
2
Notes
1.
T1B/T136
Greater than 5m
Wor
k ve
hicl
e
MOBILE OPERATION
ONE-WAY MULTI-LANE ROAD - LEVEL 3 WORK VEHICLE IS MORE THAN FIVE (5) METERS FROM THE EDGELINE - ZONE A
ATH2-1Worksite can be managed by a level 2/3 STMS-NP
Reference CoPTTM 4th Edition Section H Drawing H2.1
Auckland Transport Generic TMD Version 1.1 October 2017
Section H
3
Notes
1. The T1B sign andsupplementaryplates must berepeated throughoutthe length of theworksite at intervalsno greater than 4km
2.
ONE-WAY MULTI-LANE ROAD - LEVEL 3 REAR VISIBILITY IS GREATER THAN THE CLEAR SIGHT DISTANCE WORK VEHICLE IS BETWEEN TWO(2) AND FIVE (5) METERS FROM THE EDGE LINE - ZONE B
MOBILE OPERATION
TV4 RD6R
5m
Wor
k ve
hicl
e 2m
A
T1B/T136/ T121
TG2
ATH2-2
The static signs maybe replaced by anAWVMS. In this caseCSD will be required(see H2.3
Refrence CoPTTM 4th Edition Section H Drawing H2.2
Auckland Transport Generic TMD Version 1.1 October 2017
Section H
4
Notes
1. Always try to use
ONE-WAY MULTI-LANE ROAD - LEVEL 3 WORK VEHICLE IS BETWEEN TWO (2) AND FIVE (5) METERS FROM THE EDGELINE - ZONE B REAR VISIBILITY IS LESS THAN THE CLEAR SIGHT DISTANCE
MOBILE OPERATION
TV4 RD6R
Wor
k ve
hicl
e
5m 2m
100m to 1,600m (approx. 5 to 55 seconds travel
time)
AWVM
S
Rear visibility equal to, or greater than, clear sight distance
T1B/T136/ T121
NEXT X km
MOWER
ATH2-3the shortest distance where a range is displayed (eg 100m to 1,600m, try for 100m)
Refrence CoPTTM 4th Edition Section H Drawing H2.3
Auckland Transport Generic TMD Version 1.1 October 2017
Section H
5
Notes
1.The shadow vehiclemust be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
2.
ONE-WAY MULTI-LANE ROAD - LEVEL 3 WORK VEHICLE IS BETWEEN ZERO (0) AND TWO (2) METERS FROM THE EDGELINE - ZONE C
MOBILE OPERATION
Wor
k ve
hicl
e AW
VMS
Rear visibility equal to, or greater than, clear sight distance
15 to 60m TV4 RD6R
2m
100m to 1,600m (approx. 5 to 55 seconds travel
time)
T1B/T136/ T121
Shad
ow
vehi
cle
TMA R3-13.3
NEXT X km
MOWER
ATH2-4
Always try to use theshortest distancewhere a range isdisplayed (eg 100mto 1,600m, try for100m)
Refrence CoPTTM 4th Edition Section H Drawing H2.4
Auckland Transport Generic TMD Version 1.1 October 2017
Section H
6
Notes
1.The shadow vehiclemust be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
2.
ONE-WAY MULTI-LANE ROAD - LEVEL 3 WORK VEHICLE IN LIVE LANE - ZONE C
MOBILE OPERATION
Wor
k ve
hicl
e Sh
adow
ve
hicl
e TMA
Rear visibility equal to, or greater than, clear sight distance
TV4 RD6R 15 to 60m
100m to 1,600m (approx. 5 to 55 seconds travel
time)
AWVM
S
T1B/TL3L/ TLS
R3-13.3
X00 m
ATH2-5
Always try to use theshortest distancewhere a range isdisplayed (eg 100m to1,600m, try for 100m)
Reference CoPTTM 4th Edition Section H Drawing H2.5
Auckland Transport Generic TMD Version 1.1 October 2017
Section H
7
Notes
1.To provide advancewarning, the AWVMSmay be located morethan 1,600m from thework vehicle
2.
3.
4.
ONE-WAY MULTI-LANE ROAD - LEVEL 3 WORK VEHICLE IN LIVE LANE OR WITHIN TWO (2) METERS FROM THE LIVE LANE - ZONE C NO AVAILABLE SHOULDER WIDTH FOR AWVMS WITHIN 1600m OF WORK VEHICLE
MOBILE OPERATION
Wor
k ve
hicl
e Sh
adow
ve
hicl
e TMA
AWVM
S
Rear visibility equal to, or greater than, clear sight distance
TV4 RD6R 15 to 60m
100m to 3km approx.
T1B/TL3L/ T121
R3-13.3
NEXT X km
ATH2-6
The shadow vehiclemust be fitted witTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/RAlways try to use theshortest distancewhere a range isdisplayed (eg 100m to1600m, try for 100m)AWVMS may be up to3km behind shadowvehicle where there isinsufficient shoulderwidth within 1,600m
Reference CoPTTM 4th Edition Section H Drawing H2.6
Auckland Transport Generic TMD Version 1.1 October 2017
Section H
8
Notes
1. The shadow vehiclemust be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
2.
ONE-WAY MULTI-LANE ROAD - LEVEL 3 WORK VEHICLE IN THE LIVE LANE OR WITHIN TWO (2) METERS OF THE LIVE LANE - ZONE C PERSONAL IN THE LIVE LANE
MOBILE OPERATION
Rear visibility equal to, or greater than, clear sight distance
15 to 60m
TV4 RD6R
Wor
k ve
hicl
e Sh
adow
ve
hicl
e TMA
10m roll ahead distance
1m lateral safety zone
Working space
100m to 1,600m (approx. 5 to 55 seconds travel
time)
AWVM
S
T1B/TL3L/ TLS
R3-13.3
X00 m
ATH2-7
Reference CoPTTM 4th Edition Section H Drawing H2.7
Always try to use the shortest distance where a range is displayed (eg 100m to 1,600m, try for 100m)
Auckland Transport Generic TMD Version 1.1 October 2017
Section H
9
Notes
1. The shadow vehiclemust be fitted with aTMA and the R3-13.3sign consisting of thered and whitedelineation, the RD6T(light arrow) and theblue disk and whitearrow RD6L/R
2.The AWVMS mayreplaced by T1B signsinstalled on both sidesof the road
3. Where an AWVMS isused,cone taper (H) isoptional
4.
ONE-WAY MULTI-LANE ROAD - LEVEL 3 SEMI STATIC CLOSURELEFT -LANE CLOSURE
MOBILE OPERATION
Rear visibility equal to, or greater than, clear sight distance
15 to 60m TV4 RD6R
H
Wor
k ve
hicl
e Sh
adow
ve
hicl
e
TMA
E
AWVM
S
T1B/TL3L/ TLS
R3-13.3
X00 m
100m to 1,600m (approx. 5 to 55 seconds travel
time)
ATH3-1
Always try to use theshortest distancewhere a range isdisplayed (eg 100m to1,600m, try for 100m)
Reference CoPTTM 4th Edition Section H Drawing H3.1
Auckland Transport Generic TMD Version 1.1 October 2017
Section H
10
Auckland Transport Generic Traffic Management Diagram Section J
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
1
Notes
T1A
TG2
E F
G
Less than 3 x B (refer to note 4)
B (refer to note 2)
15m
ATJ2-16a
STATIC OPERATION
TWO-WAY TWO-LANE ROAD - LOW VOLUME AND LEVEL 1 SHORT NO EXIT ROAD
1. T1A sign to be placed at least 15m from the intersection2. Where less than B, T1A/T135 and TG2 signs required on main road3. Working space to be less than 100m
4. Signage is not required past the worksite where there is less than 3 x B from the end of
the working space to the end of the roadReference CoPTTM 4th Edition Section J Drawing J2.16a
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
2
Notes 1. T1A sign to be placed
at least 15m from theintersection
2. Where less than B,T1A/T135 and TG2signs required on mainroad
3. Working space to beless than 100m
4. Signage is not requiredpast the work sitewhere there is less than3 x B from the end ofroad
ATJ2-16b
STATIC OPERATION
TWO-WAY TWO-LANE ROAD - LOW VOLUME AND LEVEL 1
SHORT NO EXIT
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
3
C
A
TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT)MAJOR OBSTRUCTION CLOSE TO INTERSECTIONALLOW SHORTER SIGN SPACING AND MTC OPERATION
STATIC OPERATION
Notes 1. Sign spacing of TSL at the intersection can be
reduced as per the table shown2. This diagram may be used at a T intersection by
removing any one of the roads 3. MTC at intersection to be in charge of MTC
operation4. Use TSLs as required by TSL decision matrix5. The T144 30km/h AHEAD sign is optional
CA
C
TG2
AT1A/T144/T135
C
TG2
TG2
TG2
TA2/
TA21
TA2/TA
21
T1A/T144
TA2/TA21
RS1/RS2/ RS3
RS1/TG1 RD6L
RD6L
RD6L
C
RP41 RP4
F
F
F
T1A/T144
T1A
/T14
4/T1
35
RS1/RS2/ RS3
RS1/TG1
TA2/TA21
C
C
RS1/RS2/ RS3
RS1/TG1
A
D
G=3
0m
C**
E
RP41 RP4
RS1/RS2/ RS3
RS1/TG1
G=3
0m
RD6L
DISTANCE
Speed Intersection to TSL
TSL to taper
Total
<50km/h 15m 15m 30m
60km/h 15m 25m 40m
>70km/h 15m 40m 55m
C**
(PSL)
ATJ2-19a
Note<3000vpd urban road <65km/h or<3000vpd rural road >65km/hNot in close proximity to a traffic signal
Reference CoPTTM 4th Edition Section J Drawing J2.19a
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
4
RD6R
Notes1. This diagram may be used at a T intersection by removing any one of the roads2. Taper length may be reduced by adding a RD6R sign3. *Calculation of taper length for lateral shift of less than 3.5m is:
W x G3.5 W = Width of Shoulder G = Taper length in metres from the level 1 layout distancetable
4. Use TSLs if required by TSL decision matrix5. The T144 X0km/h AHEAD sign is optional
C
C
BA
C
C
B
RS1/ RS2/ RS3
RS1/ RS2/ RS3
RS1/TG1 RS1/TG1
A
T1A/T144
C
T1A/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1
A
B
TG2
RS1
/RS2
/ R
S3
RS1
/RS2
/ R
S3
RS1/
TG1
RS1/TG
1
T1A
/T13
5/T1
44
T1A/T135/
T144
RS1/TG1
TG2
TG2
TG2
RS1/
RS2/
RS3
RS1
/TG
1
RS1/
RS2/
RS3
RS1
/TG
1
E F
D
G*
B C
C
C
A
ATJ2-20a
STATIC OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT)AFTER INTERSECTION - TRAFFIC NOT CROSSING THE CENTRE
Reference CoPTTM 4th Edition Section J Drawing J2.20a
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
5
C
C
BA
C
C
B
RS1/ RS2/ RS3
RS1/ RS2/ RS3
RS1/TG1 RS1/TG1
A
T1A/T144
C
T1A/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1
A
B
TG2
RS1
/RS2
/ R
S3
RS1
/RS2
/ R
S3
RS1/
TG1
RS1/TG
1
T1A
/T13
5/T1
44
T1A/T135/
T144
RS1/TG1
G
TG2
TG2
TG2
RS1/
RS2/
RS3
RS1
/TG
1
RS1/
RS2/
RS3
RS1
/TG
1
E F
D
G*
B
C
C
C
A
RD6L
RD6L
F
Notes 1. This diagram may be used at a T intersection by removing any one of the roads2. Taper length may be reduced by adding a RD6R sign3. *Calculation of taper length for lateral shift of less than 3.5m is:
W x G3.5 W = Width of Shoulder G = Taper length in metres from the level 1 layout distance table
4. Use TSLs if required by TSL decision matrix5. The T144 X0km/h AHEAD sign is optional
RD6R
ATJ2-20b
NoteNot within close proximity to a traffic signal
STATIC OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT)
AFTER INTERSECTION - TRAFFIC CROSSING ROAD CENTRE
Reference CoPTTM 4th Edition Section J Drawing J2.20b
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
6
C
C
BA
C
C
B
RS1/ RS2/ RS3
RS1/ RS2/ RS3
RS1/TG1 RS1/TG1
A
T1A/T144
C
T1A/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1
A
C
C
B
TG2
RS1
/RS2
/ R
S3
RS1
/RS2
/ R
S3
RS1/
TG1
RS1/TG
1
A
T1A
/T13
5/T1
44
T1A/T135/
T144
RS1/TG1
TG2
TG2
TG2
RS1/
RS2/
RS3
RS1
/TG
1
RS1/
RS2/
RS3
RS1
/TG
1 B
C
E F
D
G*
Notes 1. This diagram may be used at a T intersection by removing any one of the roads2. Taper length may be reduced by adding a RD6R sign3. *Calculation of taper length for lateral shift of less than 3.5m is:
W x G3.5W = Width of Shoulder G = Taper length in metres from the level 1 layout distance table
4. Use TSLs if required by TSL decision matrix5.
RD6R
ATJ2-20c
NoteNot in close proximity to a traffic signal
STATIC OPERATION
TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT) BEFORE INTERSECTION - TRAFFIC NOT CROSSING ROAD CENTRE
The T144 X0km/h AHEAD sign is optional
Reference CoPTTM 4th Edition Section J Drawing J2.20c
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
7
C
C
BA
C
C
B
RS1/ RS2/ RS3
RS1/ RS2/ RS3
RS1/TG1 RS1/TG1
A
T1A/T144
C
T1A/T144
RS1/ RS2/ RS3
RS1/RS2/ RS3
RS1/TG1
A
C
C
B
TG2
RS1
/RS2
/ R
S3
RS1
/RS2
/ R
S3
RS1/
TG1
RS1/TG
1
A
T1A
/T13
5/T1
44
T1A/T135/
T144
RS1/TG1
TG2
TG2
TG2
RS1/
RS2/
RS3
RS1
/TG
1
RS1/
RS2/
RS3
RS1
/TG
1
RD6L
RD6L F
C
B
Notes 1. This diagram may be used at a T intersection by removing any one of the roads2. *Calculation of taper length for lateral shift of less than 3.5m is:
W x G3.5W = Width of lane G = Taper length in metres from the level 1 layout distance table
3. Install shifting taper to move road users into the new alignment4. Use TSLs if required by TSL decision matrix5. The T144 X0km/h AHEAD sign is optional
RD6L
F E F
D
G*
RD6L
ATJ2-20d
NoteNot in close proximity to a traffic signal
STATIC OPERATION
TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT) BEFORE INTERSECTION - TRAFFIC CROSSING ROAD CENTRE
Reference CoPTTM 4th Edition Section J Drawing J2.20d
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
8
C
C
BA
C
T1A/T144
RS1/ RS2/ RS3
RS1/RS2/ RS3
RS1/TG1
A
C
C
B
TG2
RS1
/RS2
/ R
S3
RS1
/RS2
/ R
S3
RS1/TG
1 R
S1/TG1
A
T1A
/T13
5/T1
44
T1A/T135/
T144
RS1/TG1 TG2
TG2
RS1/
RS2/
RS3
RS1
/TG
1
RS1/
RS2/
RS3
RS1
/TG
1
RD6L
RD6L F
C
B
Notes 1. This diagram may be used at a T intersection by removing any one of the roads2. *Calculation of taper length for lateral shift of less than 3.5m is:
W x G3.5W = Width of lane G = Taper length in metres from the level 1 layout distance table
3. Install shifting taper to move road users into the new alignment4. Use TSLs if required by TSL decision matrix5. The T144 X0km/h AHEAD sign is optional
D
G*
E F
RD6L
E F
RD6L
½C
C
C
B
RS1/ RS2/ RS3
RS1/ RS2/ RS3
RS1/TG1 RS1/TG1
A
T1A/T144
TG2
D
G*
NoteNot in close proximity to a traffic signal
ATJ2-20e
STATIC OPERATION
TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT) ON MEDIAN NEAR INTERSECTION
Reference CoPTTM 4th Edition Section J Drawing J2.20e
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
9
C
C
BA
RS1/ RS2/ RS3
RS1/ RS2/ RS3
RS1/TG1 RS1/TG1
T1A/T144
RS1/RS2/ RS3
RS1/TG1
A
C
C
B
TG2
RS1
/RS2
/ R
S3
RS1
/RS2
/ R
S3
RS1/TG
1 R
S1/TG1
A
T1A
/T14
4 T1A
/T144
RS1/TG1
TG2
TG2
TG2
RS1/
RS2/
RS3
RS1
/TG
1
RS1/
RS2/
RS3
RS1
/TG
1
Notes 1. This diagram may be used at a T intersection by removing any one of the roads2. RD6L signs not required at an existing roundabout which already has RD6Ls3. Lane widths, F, may need to be increased to allow for turning movements of larger vehicles4. Use TSLs if required by TSL decision matrix5.
C
C
C
BA
F
C
B
F
RD
6L RD
6L
RS1/RS2/ RS3
E
RD6L
RD6L
F
F
F
T1A/T144 ATJ2-21a
STATIC OPERATION
TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT) WORK ON EXISTING ROUNDABOUT
The T144 X0km/h AHEAD sign is optional Reference CoPTTM 4th Edition Section J Drawing J2.21a
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
10
RP41 RP4
Notes 1. Extend advance
warning signs towardson-coming trafficbeyond any expectedtraffic queues
2. Use supplementaryT121 sign "NEXTXXkm" for long treeworksites
TWO-WAY TWO-LANE ROAD - LEVEL 1 (OTHER HAZARDS)TREE FELLINGLESS THAN 2 x TREE HEIGHT
STATIC OPERATION
CC
CC
RS1/RS2/ RS3
RS1/TG1
RS1/TG1
RS1/TG1
RS1/RS2/ RS3
RS1/TG1
CC
RS1/RS2/ RS3
RS1/RS2/ RS3
TA2/TA21
F
RD6L F
TA2/TA21
RD6L
RP41 RP4
A
A
RD6L
RD6L
Less than 2.5 x tree height
T2A/T215
TG31
TG31
T2A/T215
ATJ2-26a
3. Off peak hours only4. <5000vpd urban road
<65km/hor<3000vpd rural road>65km/h
Reference CoPTTM 4th Edition Section J Drawing J2.26a
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
11
TWO-WAY TWO-LANE ROAD - LEVEL 1 (OTHER HAZARDS) MOWING AND GARDENING OPERATIONSTREE PRUNING/ TRIMMING IN BERM ONLY
STATIC OPERATION
Notes 1. Create pedestrian protection where needed – use barricades/cones2. Instruct all staff to watch for, and control, pedestrians3. All plant to use amber flashing beacon4. Staff to wear high-visibility vests5. Use RP4/RP41and TA2/TA21 signs, Stop/Go paddle operators to control traffic where needed, e.g. felling
into/near live lane. TSL signage (30km/h) in tandem with Stop/Go operation6. Keep road users away from trees when felling (2.5 x tree height distance)
A
T2A/T215/T121
A
T2A/T215/T121 Use supplementary
T121 sign for long tree worksites
BB
Use supplementary T121 sign for long tree
worksites
2m debris clear zone - No debris to full past this point
TG31
TG31
2m debris clear zone - No debris to full past this point
2m 2m
ATJ2-26b
Reference CoPTTM 4th Edition Section J Drawing J2.26b
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
12
Notes 1. Approval required from
TMC wherepermanent speedexceeds 50km/h
2. All plant to use amberflashing beacon(s)
3. High-visibility jacketsto be worn at all times
4. Shadow vehiclerequired when any partof the operationencroaches onto theshoulder and/orcarriageway
T2A/T215
A
A
T2A/T215
TG31
TG31
TV4/RD6R
BB
2m
Shad
ow
vehi
cle
TV4/RD6R
2m debris clear zone - No debris to full past this point
ATJ2-26c
STATIC OPERATION
TWO-WAY TWO-LANE ROAD - LEVEL 1 (OTHER HAZARDS) SHELTER BELT TRIMMING
Reference CoPTTM 4th Edition Section J Drawing J2.26c
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
13
CC
C
Notes 1. For work such as
raised service coverswhich need protectionwhile concrete sets
2. *Calculation oftaper length forlateral shift of lessthan 3.5m is:W x G3.5W = Width of lane
G = Taper length inmetres from the level1 layout distance table
3. Use TSLs ifrequired by TSLdecision matrix
4. The T144 "XXkm/hAHEAD" sign isoptional
CD
G
*
BB
TG31
T1A/T144
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/RS2/ RS3
RS1/TG1
RS1/TG1
RS1/TG1
RS1/TG1
A
A
F
T1A/T144
E
D
GG
*
F
TG31
RD6L
RD6L
F
RD6L
RD6L
½C
½
C
E
STATIC OPERATION
ATJ2-28a
TWO-WAY TWO-LANE ROAD - LEVEL 1 UNATTENDED WORKSITEMANHOLE WORK
Reference CoPTTM 4th Edition Section J Drawing J2.28a
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
14
Notes 1. Where a physical centre
median exists which ismore than 2m wide, signsand cones may bepositioned on the median
2. *Calculation of taperlength for lateral shift ofless than 3.5m is:W x G3.5W = Width of lateralshiftG = Taper length inmetres from the level 1layout distance table
3. If the closure is on apassing lane, the start ofthe taper must be greaterthan 600m after the start ofthe passing lane (if thiscannot be achieved thenclose the passing lanecompletely and cover allpermanent passing lanesigns)
4. If the end of the closure iswithin 600m of the end of apassing lane, continue toclose the centre lane
5. Cones must be placedbehind any away-facingsigns for rear-side visibility
6. Use TSLs as required byTSL decision matrix
7. Cones from TSL to taperare mandatory at over65km/h (for positive trafficmanagement)
8. The T144 "XXkm/hAHEAD" sign is optional
C
C
RD6L
T1A/T144
RS1/TG1
TG2
RS1/RS2/ RS3
TG2
RS1/RS2/ RS3
T1A/T144
RS1/TG1
A
C
C
D
C
G*
RS1/RS2/ RS3
TG2
TL2R
T1A/T144
RS1/TG1 RS1/TG1
TL2R
T1A/T144
RS1/RS2/ RS3
TG2
RD6L
A
B
RD6L
F E
½C
½
C
ATJ2-39a
STATIC OPERATIONTWO-WAY FOUR-LANE - LEVEL 1 RIGHT LANE CLOSURE
Reference CoPTTM 4th Edition Section J Drawing J2.39a
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
15
JJ
Notes 1. If the permanent
speed is under 65km/h, the tail pilot vehiclemay be replaced withstatic signs (T1A withappropriatesupplementary plateand TG2)
ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 1PERSONAL IN THE LIVE LANEANY SPEED
MOBILE OPERATION
5 to 20 seconds travel time (approx.
100-600m)
TV4 RD6L Under 65km/h 15 to 40m Over 65km/h 15 to 60m
Wor
k ve
hicl
e Sh
adow
ve
hicl
e
T1A/T134
Rear visibility is greater than clear
sight distance
Tail
pilo
t
TV4 RD6L
RD6L
1m lateral safety zone 10m roll ahead
ATJ4-8a
Reference CoPTTM 4TH Edition Section J Drawing J4.8a
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
16
Notes 1. Inspectors must move to avoid
traffic. They must not expect trafficto move or slow down to avoidthem
2. On busy roads where trafficvolumes and speed affect accessto the live lane, peak periodsshould be avoided or a higher levelof TTM considered
3.Advance warning in the form of aninspection vehicle fitted with oneand preferable two amber flashingbeacons and a rear-mounted signindicating the type of activity takingplace must be positioned inadvance of the inspection site
4.A vehicle is not required on alevel LV or level 1 road with apermanent speed of less than65km/h if the inspector remainson a footpath
5.On roads with a permanent speedof less than 65km/h an amberflashing beacon is not required onthe vehicle if the inspector or non-invasive works is on an unsealedshoulder (or further away from thecarriageway - including afootpath)
6.A spotter is not required forinspections and non-invasiveworks on level LV roads
7.Where no LV roads have beendesignated, the RCA can selectlevel 1 roads for ‘single inspector’inspections
8.Where an unaccompanied
TV3
Wor
k ve
hicl
e
I S
Spotter required when inspector on the live lane of a level 1 road (unless RCA has selected the road as suitable for ‘single inspector’ inspections)
I
No spotter required if inspector is working off the live lane
ATJ4-10
MOBILE OPERATION INSPECTION ACTIVITIES - LEVEL 1 ON SHOULDER AND IN THE LIVE LANE
inspector is not able to maintain adequate attention (eg due to work tasks or poor visibility), a spotter person will be required or another type of traffic management operation used
Reference CoPTTM 4TH Edition Section J Drawing J4.10
Auckland Transport Generic TMD Version 1.1 October 2017
Section J
17
Auckland Transport Generic Traffic Management Diagrams Section L
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
1
Notes
1.Works on the centreisland
2.Maximum Time allowed is 60 minutes unless stated otherwise by the RCA
3.Island to be less than2m wide
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION LANE DROP - SIGNALISED MAINTENANCE ONLY CHANGING OF SHADES, BULBS, LANTERNS, LOOP CUTTING
STATIC OPERATION
ATLC1-1
4.All works to comply to CoPTTM Lay out tables and any other requirements as requested by the approving RCA
POLE LADDER TO BE USED TO MINIMISE WORK SPACE/ AREA
WORK AREA
CONE BARRIERS TO BE USED
5.Pedestrian accessmust be maintainedat all times
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
2
Notes
1.Works on the centre island
2.Work could takelonger than 1 hourdepending on thenature of therepair works
3.Island be less than 2m wide
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION LANE DROP - SIGNALISED MAINTENANCE ONLY CHANGING OF SHADES, BULBS, LANTERNS, LOOP CUTTING
STATIC OPERATION
ATLC1-2
CONE BARRIERS TO BE USED
4.All works to complyto CoPTTM Lay outtables and anyother requirementsas requested by theapproving RCA
POLE LADDER TO BE USED TO MINIMISE WORK SPACE/ AREA
WORK AREA
5.Pedestrian access must be maintained at all times
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
3
Notes
1.Works on thefootpath signal
2.Work could takelonger than 1 hourdepending on thenature if the repairworksIsland be less than1m wide
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION LANE DROP - SIGNALISED MAINTENANCE ONLY CHANGING OF SHADES, BULBS, LANTERNS, LOOP CUTTING
STATIC OPERATION
ATLC1-3
4.All works to comply to CoPTTM Lay out tables and any other requirements as requested by the approving RCA
POLE LADDER TO BE USED TO MINIMISE WORK SPACE/ AREA
CONE BARRIERS TO BE USED
5.Pedestrian access to be maintained at all times
WORK AREA
3.
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
4
Notes
1.Works on thefootpath signal
2.Maximum Time allowed is 60 minutes unless stated otherwise by the RCA
3.
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION CYCLE LANE/ FOOTPATH - SIGNALISED MAINTENANCE ONLY CHANGING OF SHADES, BULBS, LANTERNS, LOOP CUTTING
STATIC OPERATION
ATLC1-4
CONE BARRIERS TO BE USED
4.
All works to comply to CoPTTM Lay out tables and any other requirements as requested by the approving RCA
POLE LADDER TO BE USED TO MINIMISE WORK SPACE/ AREA
Pedestrian access must be maintained at all times
WORK AREA
WORK VEHICLE
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
5
Notes
1.Works on island signals
2.Maximum Timeallowed is 60minutes unlessstated otherwise bythe RCA
3.
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION ISLAND WORKS - SIGNALISED MAINTENANCE ONLY CHANGING OF SHADES, BULBS, LANTERNS, LOOP CUTTING
STATIC OPERATION
ATLC1-5
CONE BARRIERS TO BE USED
4.
All works to complyto CoPTTM Lay outtables and anyother requirementsas requested by theapproving RCA
POLE LADDER TO BE USED TO MINIMISE WORK SPACE/ AREA
Pedestrian accessmust remain clearat all times
WORK AREA
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
6
Notes
1.Works on islandsignals
2.Work could takelonger than 1 hourdepending on thenature if the repairworks
3.
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION ISLAND WORKS - SIGNALISED MAINTENANCE ONLY CHANGING OF SHADES, BULBS, LANTERNS, LOOP CUTTING
STATIC OPERATION
ATLC1-6
CONE BARRIERS TO BE USED
4.
All works to complyto CoPTTM Lay outtables and anyother requirementsas requested by theapproving RCA
WORK AREAPOLE LADDER TO BE USED TO MINIMISE WORK SPACE/ AREA
Pedestrian access must always be maintained at all times
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
7
Notes
1.Works on islandsignals
2.Maximum Timeallowed is 60minutes uless statedotherwise by theRCA
3.
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION SEMI STATIC AND STATIC - SIGNALISED MAINTENANCE ONLY (ISLAND WORKS) CHANGING OF SHADES, BULBS, LANTERNS, LOOP CUTTING
STATIC OPERATION
ATLC1-7
CONE BARRIERS TO BE USED
4.
All works to complyto CoPTTM Lay outtables and any otherrequirements asrequested by theapproving RCA
WORK AREA
Pedestrian accessmust alwaysremain clear at alltimes
POLE LADDER TO BE USED TO MINIMISE WORK SPACE/ AREA
Refrence TSL Generic TMP Drawing 07
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
8
SCOPE NOTES
1.STMS to contactSCATSprior to the workscommencing
2.STMS to be in constant communication with SCATS during the works
3.
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION LANE CLOSURES - SIGNALISED MAINTENANCE ONLY LOOP CUTTING
STATIC OPERATION
ATLC1-8
4.
STMS to inform SCATS when the works have been completedPedestrian access must always be maintained at all timesWork could take longer than 1 hour depending on the nature if the repair works
5.
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
9
SCOPE NOTES
1.STMS to contactSCATSprior to the workscommencing
2.STMS to be in constant communication with SCATS during the works
3.
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION LANE CLOSURES - SIGNALISED MAINTENANCE ONLY LOOP CUTTING
STATIC OPERATION
ATLC1-9
4.
STMS to inform SCATS when the works have been completedPedestrian access must always be maintained at all timesWork could take longer than 1 hour depending on the nature if the repair works
5.
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
10
Notes
1.STMS to contact SCATS prior to the works commencing
2.STMS to be inconstantcommunication withSCATS during theworks
3.
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION LANE CLOSURES - SIGNALISED MAINTENANCE ONLYLOOP CUTTING
STATIC OPERATION
ATLC1-10
4.
STMS to inform SCATS when the works have been completedPedestrian access must be maintained at all timesWork could take longer than 1 hour depending on the nature if the repair works
5.
Refrence TSL Generic TMP Drawing work area 11
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
11
Notes
1.STMS to contact SCATS prior to the works commencing
2.STMS to be inconstantcommunication withSCATS during theworks
3.
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION LANE CLOSURES - SIGNALISED MAINTENANCE ONLYLOOP CUTTING
STATIC OPERATION
ATLC1-11
4.
STMS to inform SCATS when the works have been completedPedestrian access must be maintained at all timesWork could take longer than 1 hour depending on the nature if the repair works
5.
SPOTTER
Refrence TSL Generic TMP Drawing work area 13
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
12
SCOPE NOTES
1.STMS to contactSCATS prior to theworks commencing
2.STMS to be inconstantcommunication withSCATS during theworks
3.
TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION LANE CLOSURES - SIGNALISED MAINTENANCE ONLY LOOP CUTTING
STATIC OPERATION
ATLC1-12
4.
STMS to informSCATS when theworks have beencompletedPedestrian accessmust be maintainedat all times
WORK AREA00
Work could takelonger than 1 hourdepending on thenature if the repairworks
5.
TMP will only beactve after midnightunless statedotherwise by theRCA
6.
TC to assist all pedestrians through the site at all times
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
13
Notes
1.STMS to contactSCATS prior to theworks commencing
2.STMS to be inconstantcommunication withSCATS during theworks
3.
TWO-WAY SINGLE-LANE ROAD - SIGNALISED INTERSECTION LANE CLOSURES - SIGNALISED MAINTENANCE ONLY LOOP CUTTING
STATIC OPERATION
ATLC1-13
4.
STMS to informSCATS whenthe works havebeen completedPedestrian accessmust be maintainedat all times
Work could takelonger than 1 hourdepending on thenature if the repairworks
5.
TC to assist all pedestrians through the site at all times
This drawing canbe used for eitherside of the roadprovided theapproach to the theplanned work areais the same-justbefore thepedestriancrossing/ signalisedintersection
5.
Auckland Transport Generic TMD Version 1.1 October 2017
Section L
14
Auckland Transport Generic Traffic Management Diagrams Section R
Auckland Transport Generic TMD Version 1.1 October 2017
Section R
1
1.STMS to refer to CoPTTM forthe appropriate spacingsaccording to the road level
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROADMARKING OUTSIDE TRAFFIC LANE - FLUSH MEDIAN
ATRM1-1Notes
2.Vehicle that has the correctsigns mounted appropriate forthe works may be substitutedfor any fix signs. The signsmust be covered if the site isnot active
3.All set out distance to bein accordance with CoPTTMTable C2.2 refer to page 33
4.Marking Vehicle must not enter the Safety Zone or the Live Lane
Refrence Line Marking Generic TMP Page 13
Auckland Transport Generic TMD Version 1.1 October 2017
Section R
2
1. STMS to refer to Work SiteLayout Tables for appropriatespacings for the road level
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - EDGELINE
ATRM1-2Notes
2.RD6L is interchangeable witharrowboard as per CoPTTMrefer to table B1.4.2
Refrence Line Marking Generic TMP LM1.2 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
3
1.STMS to refer to Work SiteLayout Tables for appropriatespacings for the road level
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2 TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - EDGELINE IN AREAS LESS THAN 65KM/H
ATRM1-3Notes
2.
RD6L is interchangeable witharrowboard as per CoPTTMrefer to table B1.4.2
3.
Side roads which are volumeroads a Tail Pilot is requiredat all times unless agreed inadvance with the RCA
4.
"MARKING NEXT XX KM"is to be used to a maximumof 4km
Refrence Line Marking Generic TMP LM1.3
Auckland Transport Generic TMD Version 1.1 October 2017
Section R
4
1. STMS to refer to Work SiteLayout Tables forappropriate spacings for theroad level
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2 TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - CENTRELINE
ATRM1-4Notes
2.RD6L is interchangeable with arrowboard as per CoPTTM refer to table B1.4.2
Refrence Line Marking Generic TMP LM1.4 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
5
1.STMS to refer to Work SiteLayout Tables for appropriatespacings for the road level
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - CENTRELINE
ATRM1-5Notes
2.RD6L is interchangeable witharrowboard as per CoPTTMrefer to table B1.4.2
3.If required an additional WorkVehicle may be positionedbetween the two WorkVehicles for materials requiredfor additional drying time
Refrence Line Marking Generic TMP LM1.5
Auckland Transport Generic TMD Version 1.1 October 2017
Section R
6
1.STMS to refer to Work SiteLayout Tables for appropriatespacings for the road level
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2 TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - CENTRELINE LESS THAN 65KM/H
ATRM1-6Notes
2.Side roads which are highvolume roads a Tail Pilot isrequired at all times unlessagreed in advance with theRCA
4.
"ROAD MARKING NEXTXXKM" to be used to amaximum 4km
3.
RD6L is interchangeable witharrowboard as per CoPTTMrefer to table B1.4.2
Refrence Line Marking Generic TMP LM1.6 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
7
1. This drawing only to be usedwhen the works can becompleted within 1 hour (60minutes) this excludessetting up and removal of theworksite
TWO-LANE TWO WAY ROAD - LEVEL 1SEMI STATIC - UP TO 1 HOURMARKING IN TRAFFIC LANE
ATRM1-7Notes
MOBILE OPERATION
2.The T1A Advance Warningsign can be replaced by theTail Pilot Vehicle with a T1Asign and supplement plateand RD6R/L
3. If the Shadow Vehicle isfitted with a TMA theLongitudinal Safety (D) is notrequired
Refrence Line Marking Generic TMP LM Page 28 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
8
1.This drawing only to be usedwhen the works can becompleted within 1 hour (60minutes) this excludes settingup and removal of theworksite
TWO-LANE TWO WAY ROAD - LEVEL 2 SEMI STATIC - UP TO 1 HOUR MARKING IN TRAFFIC LANE - PERMANENT SPEED LESS THAN 65KM/H
ATRM1.8Notes
MOBILE OPERATION
2.Static signs can be replacedby an AWVMS If the ShadowVehicle must be fitted
3.with a TMA and the T3-13.3sign with red and white Class1 reflective material, a RD6Tlight arrow board, and a bluedisk with a RD6L/R whitearrow
For non State Highways
4. With the RCA's permissionthe Shadow Vehicle mayhave a horizontal arrowboard and a TV4 "PASSWITH CARE" instead of theLAS
Refrence Line Marking Generic TMP LM Page 29 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
9
1. This drawing only to be usedwhen the works can becompleted within 1 hour (60minutes) this excludes settingup and removal of theworksite
TWO-LANE TWO WAY ROAD - LEVEL 2 SEMI STATIC - UP TO 1 HOUR MARKING IN TRAFFIC LANE - PERMANENT SPEED LESS THAN 65KM/H
ATRM1-9Notes
MOBILE OPERATION
2.Static signs can be replacedby an AWVMS
3.The Shadow Vehicle mustbe fitted with a TMA and theT3-13.3 sign with red andwhite Class 1 reflectivematerial, a RD6T light arrowboard, and a blue disk with aRD6L/R white arrow
For non State Highways
4.With the RCA's permissionthe Shadow Vehicle mayhave a horizontal arrow boardand a TV4 "PASS WITHCARE" instead of the LAS
Refrence Line Marking Generic TMP Page 30 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
10
1.This drawing only to be usedwhen the works can becompleted within 1 hour (60minutes) this excludes settingup and removal of theworksite
TWO-LANE TWO WAY ROAD - LEVEL 2 SEMI STATIC - UP TO 1 HOUR MARKING IN TRAFFIC LANE - PERMANENT SPEED LESS THAN 65KM/H
ATRM1-20Notes
MOBILE OPERATION
2.Static signs can be replacedby an AWVMS
3. The Shadow Vehicle mustbe fitted with a TMA and theT3-13.3 sign with red andwhite Class 1 reflectivematerial, a RD6T light arrowboard, and a blue disk with aRD6L/R white arrow
For non State Highways4.With the RCA's permission
the Shadow Vehicle mayhave a horizontal arrowboard and a TV4 "PASSWITH CARE" instead of theLAS
Refrence Line Marking Generic TMP LM Page 31
Auckland Transport Generic TMD Version 1.1 October 2017
Section R
11
1.STMS to refer to Work SiteLayout Tables for appropriatespacings for the road level
STATIC OPERATION LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2 TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - EDGELINE WITH CONE PICK UP VEHICLE
ATRM1-21Notes
2.RD6L is interchangeable witharrowboard as per CoPTTMrefer to table B1.4.2
3.If required an additional WorkVehicle may be positionedbetween the two WorkVehicles for materialsrequired for additional dryingtime
4. Where the CSD (Clear SightDistance) is good thedistance between Vehicle Aand the vehicle picking upthe cones must not exceed1km
Refrence Line Marking Generic TMP LM1.2 (second drawing) Auckland Transport Generic TMD Version 1.1 October 2017
Section R
12
1. STMS to refer to CoPTTM firthe appropriate spacingsaccording to the road level
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2 LOW SPEED TWO-LANE TWO WAY ROAD (OFF PEAK TIMES ONLY)LINE MARKING IN TRAFFIC LANES OR PEDESTRIAN CROSSINGS
ATRM1-22Notes
2.TMP can be used for either sideof the carriageway
3.Refer to C.10.2.3 MTCessentials for further information
4. "NO STOPPING" (PN11) to beused if required/ necessary
5.Cones will be required on theedge of the live lane opposite ofthe closure if the road edge isnot well defined
6.A 30m return taper at the end ofthe closure is mandatory
7. A minimum of 5 conesrequired for the ConeThresholdCones to be at 2.5m fromcentre <65km/h roads
8.MTC with RP4/RP41 STOP/GO or TP4/RP42 STOP/SLOW paddle on roadshoulder located between 1stand 2nd cone closest to theworking space
9.Extend or place additional
warning signs for on-coming
traffic before any expectedtraffic
queues STMS to ensurethey are
monitoring traffic quesat all times
10. All paddles must beon "STOP"and thePointsman to assist allpedestrians accros the/through the worksite at alltimes
PLAN 3
11. Lane Width: CoPTTMIn accordance with Table C2.7
Sign Height: CoPTTMIn accordance with TableC3.4.2 Sign Spacing: CoPTTMIn accordance with Table C2.3.C2.4, C2.5, C2.6 and Level 2Low SpeedSafety Zone: CoPTTMIn accordance with C6.2.2Longitudinal (lead in) SafetyZones
Auckland Council Line Marking Generic TMP Plan 3
`
Auckland Transport Generic TMD Version 1.1 October 2017
Section R
13
1.Minimum lane width inaccordance with CoPTTMC.2.3 and C.2.4"Worksite Layout". Refer topage 34-35
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2 (1000VPD OR EQUIVALANT) TWO-LANE TWO WAY ROAD (DAY SHIFT OFF PEAK TIMES ONLY)LINE MARKING IN TRAFFIC LANES, SPEED HUMPS, PRIORITY GIVE WAY
ATRM1-23Notes
2. Inter-visibility is required. Thismeans that a vehicle at onesign is able to see whetherthe way ahead is clear
3. Traffic that has to cross thecentre of the lane onto theopposite side of the road is togive way/ priority. But if thevisibility for the car is betterthan that of the vehiclerequired give way/ priority thecontractor can then requestthat the vehicle with thebetter visibility to give way/priority
4.STMS is to ensure that thesite is checked prior to settingup the site
5.Sign Spacing: CoPTTMIn accordance of C.2.3, C.2.4and C.2.6 and Level LowSpeed Taper Length:CoPTTMIn accordance of C.7.3.3Safety Zone: CoPTTMTo be in accordance withsection C.6.2.2 Longitudinal(lead in) Safety Zones
PLAN 5
Auckland Council Line Marking Generic TMP Plan 5
Auckland Transport Generic TMD Version 1.1 October 2017
Section R
14
1.STMS to refer to Work SiteLayout Tables CoPTTM forthe appropriate spacings forthe road level
STATIC OPERATION
LINE MARKING - LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROADLINE MARKING IN TRAFFIC LANES CENTRE LINES SPEED LESS THAN 65KM/H
ATRM1-24Notes
2.RD6L is interchangeable witharrowboard as per CoPTTMTable B1.4.2
3."Road Marking Next xxkm" to be used to a maximum 4km
4.Side roads which are volumeroads a Tail Pilot is requiredat all times unless agreed inadvance with the RCA
5.The maximumu distancebetween the Pilot Vehicleand the nearest WorkVehicle is between 5 and 20seconds at normal travel time.This is approximately100m-600m travelling at100km/h
PLAN 6
6.If Visibility is restricted, theLead Pilot vehicle is toadvance further ahead to aposition where CSD (ClearSight Distance) is achieved
7.Lead Pilot Vehicle to operateas per CoPTTM Section D3.2
8.Lead Pilot Vehicle to be usedwhere CSD (Clear SightDistance) is less than 100m
9.Tail Pilot Vehicle may replacestatic advance warning signsor "Work End" signs
10.Where CSD (Clear SightDistance) is not acheivable aLead Pilot Vehcile must beused
11.Personal on the back of the work vehicle must have a Shadow Vehicle at all timesAuckland Council Line Marking Generic TMP Plan 6
Auckland Transport Generic TMD Version 1.1 October 2017
Section R
15
1.All Set out distance to be inaccordance with CoPTTMC2.2 refer to page 33
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - INTERSECTION LETTERS AND SYMBOLS
ATRM2-1Notes
2.Length of taper to be inaccordance of CoPTTM TableC7.3.3 refer to page 36
3.STMS to refer to Work SiteLayout Tables for appropriatespacings for the road level
4.Minumum Lane Widthin accordance with CoPTTMTable C2.3 and C2.4 refer topage 34 and 35"ROAD MARKING NEXTXXKM" to be used to amaximum 1km
5.
Refrence Line Marking Generic TMP LM2.1 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
16
1.All Set out distance to be inaccordance with CoPTTMC2.2 refer to page 33
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2 TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - INTERSECTION LIMIT LINES
ATRM2-2Notes
2.Length of taper to be inaccordance of CoPTTM TableC7.3.3 refer to page 36
3.STMS to refer to Work SiteLayout Tables for appropriatespacings for the road level
4.Minumum Lane Width in accordance with CoPTTM Table C2.3 and C2.4 refer to page 34 and 35"ROAD MARKING NEXTXXKM" to be used to aminimum of 1km
5.
Refr
ence Line Marking Generic TMP LM2.2 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
17
1.All Set out distance to be inaccordance with CoPTTMC2.2 refer to page 33
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - INTERSECTION RIGHT TURN BAY
ATRM3-1Notes
2.Length of taper to be inaccordance of CoPTTMTable C7.3.3 refer to page36
3. STMS to refer to Work SiteLayout Tables forappropriate spacings for theroad level
4.Minumum Lane Width inaccordance with CoPTTMTable C2.3 and C2.4 refer topage 34 and 35
5.Vehicle that has the correct signs mounted appropriate for the works may be substituted for any fix signs. The signs must be covered if the site is not active
Refrence Line Marking Generic TMP LM3.1 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
18
1.STMS to refer to CoPTTM forthe appropriate spacingsaccording to the road level
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROAD 65KM/H OR HIGHER MARKING OUTSIDE TRAFFIC LANE - SHOULDER BAR
ATRM3-3Notes
Refrence Line Marking Generic TMP LM3.3 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
19
1.STMS to refer to CoPTTM forthe appropriate spacingsaccording to the road level
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROAD UNDER 65KM/HMARKING OUTSIDE TRAFFIC LANE - SHOULDER BAR
ATRM3-4Notes
2.Vehicle that has the correctsigns mounted appropriate forthe works may be substitutedfor any fix signs. The signsmust be covered if the site isnot active
3.Tail Pilot Vehcile is requirtedwhere CSD (Clear SightDistance) is not achievable/compromised
4.Tail Pilot Vehicle can replacestatic advance warning signsand "Work End" signs
Refrence Line Marking Generic TMP LM3.4
Auckland Transport Generic TMD Version 1.1 October 2017
Section R
20
1. All Set out distance to be inaccordance with CoPTTMC2.2 refer to page 33
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - INTERSECTION (FIRST PHASE)
ATRM4-1Notes
2.Length of taper to be inaccordance of CoPTTM TableC7.3.3 refer to page 36
3.STMS to refer to Work SiteLayout Tables for appropriatespacings for the road level
4.Minumum Lane Width inaccordance with CoPTTMTable C2.3 and C2.4 refer topage 34 and 35
Refrence Line Marking Generic TMP LM4.1 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
21
1.All Set out distance to bein accordance withCoPTTM C2.2 refer topage 33
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - INTERSECTION (SECOND PHASE)
ATRM4-11Notes
2.Length of taper to be inaccordance of CoPTTM TableC7.3.3 refer to page 36
3.STMS to refer to Work Site Layout Tables for appropriatespacings for the road level
4.Minumum Lane Width in accordance with CoPTTMTable C2.3 and C2.4 refer topage 34 and 35
Refrence Line Marking Generic TMP LM4.1 (Second Drawing) Auckland Transport Generic TMD Version 1.1 October 2017
Section R
22
1.All Set out distance to be inaccordance with CoPTTMC2.2 refer to page 33
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROAD PEDESTRIAN CROSSING - FIRST PHASE
ATRM5-1Notes
2.Length of taper to be inaccordance of CoPTTM TableC7.3.3 refer to page 36
3.Maximum Lane Width inaccordance with CoPTTMTable C2.3 and C2.4 WorksiteLayouts page 34 and35
Refrence Line Marking Generic TMP LM5.1 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
23
1.All Set out distance to be inaccordance with CoPTTMC2.2 refer to page 33
STATIC OPERATION
LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2 TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - PEDESTRAIN CROSSING (SECONE PHASE)
ATRM5-2Notes
2.Length of taper to be inaccordance of CoPTTM TableC7.3.3 refer to page 36
3.STMS to refer to Work SiteLayout Tables for appropriatespacings for the road level
Refrence Line Marking Generic TMP LM5.2 Auckland Transport Generic TMD Version 1.1 October 2017
Section R
24
Auckland Transport Generic Traffic Management Diagrams Section Z
Auckland Transport Generic TMD Version 1.1 October 2017
Section Z
1
Notes
TWO-WAY TWO-LANE ROAD - LOW VOLUME AND LEVEL 1 SHOULDER - AT INTERSECTION (T-INTERSECTION)WORK VEHICLE ON SHOULDER OR BERM - LESS THAN 65KM/H
ATZ1-10
STATIC OPERATION
1.All works to be clear ofthe live lane at all times
2.Advance not requiredfor works in theshoulder or berm
3.For all works wherecyclists and/ orpedestrians are affectedtemporary trafficmanagement is required
4.T1A/B (TW-1) TG2(work end) signs are notrequired when: the WorkVehicle (small truck) isparked in a legalparrallel parking or thevehicle is accessed fromthe off traffic side
5.All Set out distance tobe in accordance withCoPTTM
6.Non excavation worksonly
Auckland Transport Generic TMD Version 1.1 October 2017
Section Z
2
Notes
TWO-WAY TWO-LANE ROAD - LOW VOLUME AND LEVEL 1 SHOULDER AND FOOTPATH- AT INTERSECTION (T-INTERSECTION) WORK VEHICLE ON SHOULDER, BERM OR FOOTPATH - LESS THAN 65KM/H
ATZ1-11
STATIC OPERATION
1.All works to be clear ofthe live lane at all times
2.Advance not requiredfor works in theshoulder or berm
3.For all works wherecyclists and/ orpedestrians are affectedtemporary trafficmanagement is required
4.T1A/B (TW-1) TG2(work end) signs are notrequired when: the WorkVehicle (small truck) isparked in a legal parrallelparking or the vehicle isaccessed from the offtraffic side
5.All Set out distance tobe in accordance withCoPTTM
6.Non excavation works
Auckland Transport Generic TMD Version 1.1 October 2017
Section Z
3
Notes
TWO-WAY TWO-LANE ROAD - LOW VOLUME AND LEVEL 1 SHOULDER AND FOOTPATH- AT INTERSECTION (T-INTERSECTION) WORK VEHICLE ON SHOULDER, BERM OR FOOTPATH
ATZ1-12
STATIC OPERATION
1.All works to be clear ofthe live lane at all times
2.Advance not required forworks in the shoulder orberm
3.For all works wherecyclists and/ orpedestrians are affectedtemporary trafficmanagement is required
4.T1A/B (TW-1) TG2(work end) signs are notrequired when: the WorkVehicle (small truck) isparked in a legal parrallelparking or the vehicle isaccessed from the offtraffic side
5.All Set out distance tobe in accordance withCoPTTM
6.Non excavtion works
Auckland Transport Generic TMD Version 1.1 October 2017
Section Z
4
Notes
TWO-WAY TWO-LANE ROAD - LOW VOLUME AND LEVEL 1 SHOULDER AND FOOTPATH- AT INTERSECTION (T-INTERSECTION) WORK VEHICLE ON SHOULDER, BERM OR FOOTPATH
ATZ1-13
5. All Set out distanceto be in accordancewith CoPTTM
STATIC OPERATION
1.All works to be clear ofthe live lane at all times
2.Advance not requiredfor works in theshoulder or berm
3.For all works wherecyclists and/ orpedestrians are affectedtemporary trafficmanagement is required
4.T1A/B (TW-1) TG2(work end) signs are notrequired when: theWork Vehicle (smalltruck) is parked in alegal parrallel parking orthe vehicle is accessedfrom the off traffic side
6. Non excavation works
Auckland Transport Generic TMD Version 1.1 October 2017
Section Z
5
Notes
TWO-WAY TWO-LANE ROAD - LOW VOLUME AND LEVEL 1 STOP/ GO AT INTERSECTION (AND STRAIGHT T-INTERSECTION) WORK VEHICLE ON SHOULDER, BERM OR FOOTPATH
ATZ1-14
4.T1A/B (TW-1) TG2(work end) signs arenot required when: theWork Vehicle (smalltruck) is parked in alegal parrallel parkingorthe vehicle isaccessed from the offtraffic side
STATIC OPERATION
1.All works to be clear ofthe live lane at all times
2.Advance not requiredfor works in theshoulder or berm
3.For all works wherecyclists and/ orpedestrians are affectedtemporary trafficmanagement isrequired
5.All set out distance to be in accordance with CoPTTM
6.Non excavation works
Auckland Transport Generic TMD Version 1.1 October 2017
Section Z
6
Notes
TWO-WAY TWO-LANE ROAD - LOW VOLUME AND LEVEL 1 CONTRAFLOW - AT INTERSECTIONTRAFFIC CROSSING CENTRELINE
ATZ1-151.A 30m return taper at
the end of the closure ismandatory
2.PN11 "NO STOPPING"signs to be used ifrequired
4.If traffic is required tocross the centreline,cones are to be placedon the centreline withRD6L signs at eachleading end
5.T144 "30KM/HAHEAD" sign isoptional
7.Calculation of TaperLength for lateral shiftor less than 3.5m is :W X G = Width ofLateral Shift3.5G = Taper length inmeters from the Level 1Layout Distance TableCoPTTM
STATIC OPERATION
3.On roads with apermanent speed limit of100km/h cones are tobe placed along theedgeline from the TSL tothe taper when thespped is reduced bymore than 30km/h
6.When using a TSL forthe closure the TSLMatric CoPTTM mustbe used to intstall thecorrect TSL for theclosure
Auckland Transport Generic TMD Version 1.1 October 2017
Section Z
7
Notes
TWO-WAY TWO-LANE ROAD - LOW VOLUME AND LEVEL 1 SHOULDER - AT INTERSECTION
ATZ1-161.Cone spacing along
side of work space:20m from the centre ofcone for Permanentspeed limit of 65km/hor greater10m from the centre ofcone for Permanentspeed limit less than65km/h
3.For shoulders greater than 2.5m the following taper calculation to be applied. Calculation of Taper Length for lateral shift or less than 3.5m is : W X G = Width of Lateral Shift 3.5G = Taper length in meters from the Level 1 Layout Distance Table CoPTTM
STATIC OPERATION
2.A 10m taper is allowedwhere the shoulder isless than 2.5m
Auckland Transport Generic TMD Version 1.1 October 2017
Section Z
8
Notes
TWO-WAY TWO-LANE ROAD - LOW VOLUME AND LEVEL 1CHICANE - WITH STOP/ GOOFF PEAK HOURS ONLY
ATZ1.17
To be used on the road the meet the following requirements:<5000vpd urban road <65km/h or <3000vpd rural road >65km/hOff Peak Hours Only
STATIC OPERATION
10. Appropriate sinage/MTC are to be installed onall approaches within theTA/TB11. Multiple work zonesmay be installed within theclosure as long as thelongitudinal safety zone canbe maintained from eachapproach12. The TSL signage is notrequired to be gated on LVroads
9. Delays cannot exceed thetime approved by the RCA(between 5 and 10 minutes)
8. Refer to C10.2.3 CoPTTMMTC essentials for furtherinformation
7. When dropping the speedlimit greater than 30km/h on a100km/h road cones are to beplaced along the edgelinefrom the TSL to the MTC ortaper
6. Minimum 5 cones at alltimes in the cone thresholdat :2.5m centres less than65km/h5m centres 65km/h greater
MTC with RP4/RP41 STOP/ GO or RP4/RP42 STOP/ SLOW paddleto be placed on the shoulder closest to the work space between cone 1 and cone 2 in the threshold
5. 30m return taper at the endof the closure is mandatory
4. Extend or place extraadvance warning signstowards on-coming trafficbeyond any expected trafficqueues
3.T144 "X0km/h" sign isoptional
2. To allow heavy vehicles tomanoeuvre cones in thechannel to be offset by atleast 10m where the directionchanges refer to C8.2.12CoPTTM
1. Cones are required on theedge of the temporary laneopposite the closure if road isnot well defined
Auckland Transport Generic TMD Version 1.1 October 2017
Section Z
9
Notes
1.Inspectors in thecarriageway mustremain alert andmove for traffic.
MOBILE OPERATION TWO-WAY FOUR-LANE - LOW VOLUME AND LEVEL 1MOBILE OPERATIONINSPECTIONS
ATZ2-0
2.
3.
Stopping traffic orrequiring them toalter course to avoidthe inspectionactivity is notpermittedInspectors arepermitted onto thecarriageway for amaximum of 5 min onLV1 road as long asa spotter is in place
Level 1 Roads
Inspector not in a live
lane
Level 1 Roads Inspector in a live
lane Vehicle parked
Level 1 Roads Inspector
and vehicle in a live lane
Refrence Auckland Council Inspection TMP INS-1
Spotter required when inspector in the live lane of a level 1 road (unless RCA has selected the road as suitable for ‘single inspector’ inspections)
CoPTTM Section D7.7 Table 4th Edition February 2017 Page 50
Flashing beacon light to be activated when undertaking inspections in the live lane
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 10
Notes
MOBILE OPERATION TWO-WAY FOUR-LANE - LEVEL 2 MOBILE OPERATIONINSPECTIONS
ATZ2-11.Inspectors in thecarriageway mustremain alert andmove for traffic
2.Stopping traffic orrequiring them toalter course to avoidthe inspectionactivity is notpermitted
Level 2 RoadsInspector not in a live lane
Level 2 Roads Inspector in a live lane Off peak times only
Level 2 RoadsMoving inspection vehicle
Reference Auckland Council Inspection TMP - INS-2
Under 65km/h - Spotter required atall times (2 person activity)
Over 65km/h - Spotter required atall times (2 person activity)Must have RCA approval to do the inspections and may be subjectto Special Conditions (as set outby the RCA)
Flashing beacon light to be activated when undertaking inspections in the live lane
CoPTTM Section D7.7 Table 4th Edition February 2017 Page 50
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 11
Notes
1. Inspectors in thecarriageway mustremain alert andmove for traffic.
MOBILE OPERATION ONE WAY TWO-LANE ROAD SAME DIRECTION - LEVEL 3 MOBILE OPERATIONINSPECTION
ATZ2-2
2.Stopping traffic orrequiring them toalter course to avoidthe inspectionactivity is notpermitted
South Eastern Arterial Inspections beyond
5m from the edge line
South Eastern Arterial Inspections beyond
2m from the edge line
Reference Auckland Council Inspection TMP - INS-3 CoPTTM Section D7.7 Table 4th Edition February 2017 Page 50
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 12
Notes
1.This drawing isintended for use byoperators of smallmaintenancevehicles. The workvehicle must bechecked forsuitability to operateon a footpath orberm without posingan undue hazard topedestrians
2.Examples of suitablevehicles include:Compact mowersQuad bikesCompact sweepers
ATZ2-3
Work Vehicle traveling between sites
Work Vehicle operating in berm or footpath
3. Examples ofsuitable vehiclesinclude: Compactmowers Quad bikesCompact sweepers
4. Vehicles may notoperate as a workvehicle on thecarriageway underthis drawing.Vehicles may travelbetween sitesunescortedprovided theycomply with thenormal road rules
MOBILE OPERATION NON INVASSIVE WORKS - LEVEL 1 AND LEVEL 2 MOBILE OPERATION
PERMANENT SPEED 50KM/H OR LESS
Reference Auckland Council Inspection TMP NI-1
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 13
Notes
1.Workers on foot mayoperate in thefootpath or bermwithout a workvehicle present orwith the vehicleparked in a legalspace or on a sideroad
2. Work crew on thefootpath or berm.Vehicle parked onthe berm orfootpath (Durationof 5 min or lesswhere footpath isblocked).
ATZ2-4
3. Work crew on theroad, vehicleparked on inshoulder or parkingbay. Minor worksonly where the crewcan move to avoidtraffic.
MOBILE OPERATION NON INVASSIVE WORKS - LEVEL 1 AND LEVEL 2 MOBILE OPERATION
MINOR WORKS ON FOOT
or
or
Worker
Spotter
Reference Auckland Council Inspection TMP NI-2
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 14
ATZ2-5
Reference Auckland Council Inspection SW-1
1.Road sweeping is tobe undertaken as aKerbside WasteCollection Activity asspecified in COPTTMD7.3
2.Each team isrequired to have astaff memberqualified as either theappropriate level ofSTMS for the road onwhich they areoperating or as aKCTL
3.Vehicles mustdisplay the red andwhite reflective paneland TV-4 pass withcare sign
MOBILE OPERATION INSPECTION - LOW VOLUME AND LEVEL 1MOBILE OPERATION - KERBSIDE WASTE COLLECTION STREET SWEEPING AND CATCHPIT CLEANINGNotes
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 15
Notes
1.Shadow vehiclesmust be equippedwith a TMA
MOBILE OPERATION MOBILE OPERATION - LEVEL 2 MAX STOP 10 MINUTES (1 MINUTE ON 2 LANE 3 WAY ROAD)
ATZ2-6
2.Personnel on footmust be betweenthe shadow vehicleand work vehicleand must not enterthe 10m roll aheaddistance in front ofthe shadow vehicle
3.LAS arrow boardsmust display an Xsymbol only on 2lane, 2 way roads
or
or
WORK VEHICLE
or
SHADOW VEHICLE
WORK VEHICLE
SHADOW VEHICLE
WORK VEHICLE
Reference Auckland Council Inspection TMP L2-M-1
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 16
Notes
1.Shadow vehiclesmust be equippedwith a TMA
ATZ2-7
2.Personnel on footmust be between theshadow vehicle andwork vehicle andmust not enter the10m roll aheaddistance in front ofthe shadow vehicle
3.Centreline cones tobe installed withstandard mobileoperation as perATZ2.6
4. Taper length andcone spacings to beas per CoPTTMlayout distancestable for Level 2roads
or
OR
Work Vehicle
Shadow Vehicle
Work Vehicle
Shadow Vehicle
5. The lane width ineach direction oftravel must complywith CoPTTMminimum layoutdistances table
6. Tapers to be
installed with
standard mobileoperation as perATZ2.6
6. Taper length andcone spacings to beas C layoutdistances table forLevel 2 roads
7. The lane width ineach direction oftravel must complywith the minimumlayout distancestable as perCoPTTM
MOBILE OPERATION
TWO-WAY TWO-LANE ROAD - LEVEL 2SEMI-STATIC CLOSURE1 HOUR (60 MINUTES)
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 17
Notes
1.Shadow vehiclesmust be equippedwith a TMA
ATZ2-8
2.Personnel on footmust be between theshadow vehicle andwork vehicle andmust not enter the10m roll aheaddistance in front ofthe shadow vehicle
3.Centreline cones tobe installed withstandard mobileoperation as perATZ2.6
4. Taper length andcone spacings to beas per the attachedlayout distancestable for Level 2roads
5. The lane width ineach direction oftravel must complywith the minimum inthe attached layoutdistances table
6. Tapers to beinstalled withstandard mobileoperation as perATZ2.6
7. Taper length andcone spacings tobe as per theattached layoutdistances table forLevel 2 roads
8.The lane width ineach direction oftravel must complywith the minimallayout distancetable in CoPTTM
MOBILE OPERATION TWO-WAY FOUR-LANE ROAD - LEVEL 2SEMI-STATIC CLOSURE1 HOUR (60 MINUTES)
CC
o
r
C
C
D
G G
Shadow Vehicle
Work Vehicle
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 18
1.Shadow vehiclesmust be equippedwith a TMA
ATZ2-9
2.Personnel on footmust be between theshadow vehicle andwork vehicle andmust not enter the10m roll aheaddistance in front ofthe shadow vehicle
3. LAS arrow boardsmust display an Xsymbol with theappropriate RD6sign displayed(Left or right) whenoperating in theshoulder
MOBILE OPERATION ONEWAY TWO-LANE ROAD - LEVEL 3
or
or
Work Vehicle
Shadow Vehicle
Work Vehicle
Work Vehicle
Tail Pilot Vehicle
Tail Pilot Vehicle
MOBILE OPERATION - 10 MINUTES ONLY
Notes
Refrence Auckland Council Inspection TMP L3-M-1
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 19
Notes
1.Shadow vehiclesmust be equippedwith a TMA
ATZ2-10
2.Tail pilot vehicle maybe
replaced with anAWVMS
where it canbe positioned fullyoutside the edgeline.Otherwise the tailpilot vehicle must beequipped with a TMA
3.Personnel on foot must be between the shadow vehicle and work vehicle and must not enter the 10m roll ahead distance in front of the shadow vehicle
4. LAS arrow boardsmust display an Xsymbol with theappropriate RD6arrow (Left or right)when the vehicle ispositioned outsidethe edgeline.
MOBILE OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 3 SEMI-STATIC CLOSURE1 HOUR (60 MINUTES)
100m
-
1600m
100m
-
1600m
15-60
m 15-60
m
HH
or
or
Shadow Vehicle
Tail Pilot Vehicle
Reference Auckland Council
Inspection TMP L3-M-2
Tail Pilot Vehicle
Shadow Vehicle
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 20
1.ATZ2-11
2.
Vehicle to park more than 1m from the edgeline where possibleAll works undertaken using this TMP mst be done in accordance of CoPTTM D7.6
3. All worksundertakenusingthis TMP mst bedone in accordanceof CoPTTM D7.6including vehiclerequirements
MOBILE OPERATION TWO-WAY TWO-LANE ROAD - LOW VOLUME, LEVEL 1 AND LEVEL 2 INSPECTIONTRAFFIC CAMERA AND MONITORING DATA RETRIEVAL
Notes
Reference Auckland Council Inspection TMP
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 21
1.ATZ2-12
2.
Vehicle to park more than 1m from the edgeline where possibleAll works undertaken using this TMP mst be done in accordance of CoPTTM D7.6
MOBILE OPERATION TWO-WAY TWO-LANE ROAD - LOW VOLUME, LEVEL 1 AND LEVEL 2 INSPECTION - LOOPSSPEED < 65KM/H
Notes
Reference Auckland Council Inspection TMP 01
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 22
1.
ATZ2-13
2.
Vehicle to park more than 1m from the edgeline where possibleAll works undertaken using this TMP mst be done in accordance of CoPTTM D7.6
MOBILE OPERATION FOUR-WAY TWO-LANE ROAD - LOW VOLUME, LEVEL 1 AND LEVEL 2 INSPECTION - LOOPSSPEED < 85KM/H - CENTRE MEDIAN
3.Works to beundertaken outsidepeak hour timesunless ageed inadvance with theRCA
4.No personal to walkacross live lanes atall times unless theappropriate TTM isin place to do so
Notes
Reference Auckland Council Inspection TMP 04
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 23
1.
ATZ3-01
2.
Side loader bin or bag only
MOBILE OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 1 ALL SPEEDSKERBSIDE COLLECTIONSIDE LOADER BIN OR BAG
Notes
Reference CoPTTM 4th Edition Section I Drawing KC1
The amber flashing beacons mounted to the vehicle must be clearly visible to the road user
3. NZTA compliantchevrons to be fitted(as shown on therear of the vehicle) ifvehicle designallows for this -vehicle dependent
4. TV4 "PASS WITHCARE" must beplaced displayed onthe rear of thevehicle
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 24
1.
ATZ3-02
2.
Side loader bin or bag only
MOBILE OPERATION TWO-WAY FOUR LANE ROAD - LEVEL 1 ALL SPEEDS KERBSIDE COLLECTIONSIDE LOADER BIN OR BAG
Notes
Reference CoPTTM 4th Edition Section I Drawing KC2
The amber flashing beacons mounted to the vehicle must be clearly visible to the road user
3. NZTA compliantchevrons to be fitted(as shown on therear of the vehicle) ifvehicle designallows for this -vehicle dependent
4. TV4 "PASS WITHCARE" must beplaced displayed onthe rear of thevehicle
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 25
1.
ATZ3-03
2.
MOBILE OPERATION ONE-WAY TWO-LANE ROAD - LEVEL 1 ALL SPEEDS (OPERATING IN LANE 1) KERBSIDE COLLECTIONSIDE LOADER BIN OR BAG
Notes
Reference CoPTTM 4th EditionSection I Drawing KC3
Side or rear loader bin or bag
The amber flashing beacons mounted to the vehicle must be clearly visible to the road user
3. NZTA compliantchevrons to be fitted(as shown on therear of the vehicle) ifvehicle designallows for this -vehicle dependent
4. TV4 "PASS WITHCARE" must beplaced displayed onthe rear of thevehicle
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 26
1.
ATZ3-04
2.
MOBILE OPERATION ONE-WAY TWO-LANE ROAD - LEVEL 1 AND LEVEL 2 ALL SPEEDS (OPERATING IN LANE 2) KERBSIDE COLLECTIONREAR LOADING ACTIVITY ONLY OR RIGHT SIDE MANUAL LOADING ACTIVITY
Notes
Reference CoPTTM 4th Edition Section I Drawing KC4
Rear loading activity only or right side manual load activity
3. NZTA compliantchevrons to be fitted(as shown on therear of the vehicle) ifvehicle designallows for this -vehicle dependent
4. TV4 "PASS WITHCARE" must beplaced displayed onthe rear of thevehicle
The use of a left side operated disposal system should not be used for this activity
5.The amber flashingbeacons fitted to thevehicle must beclearly visible to theroad users
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 27
1.
ATZ3-05
2.
MOBILE OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 2 (OVER 65KM/H) KERBSIDE COLLECTIONINORGANIC REAR LOADER WASTE COLLECTION ONLY
Notes
Reference CoPTTM 4th Edition Section I Drawing KC5
Rear loader inorganic waste collection only
The amber flashing beacons mounted to the vehicle must be clearly visible to the road user
3. NZTA compliantchevrons to be fitted(as shown on therear of the vehicle) ifvehicle designallows for this -vehicle dependent
4. TV4 "PASS WITHCARE" must beplaced displayed onthe rear of thevehicle
5.There must be a20m maximumsafety zonebetween the edgeof the work zoneand the shadowvehicle
6.The RCA maydecide if othertemporary trafficmanagement (e.g. ashadow vehicle) isrequired where thekerbside collectionvehicle: stops for more
than 10 mins is not able to
stop safely ina positionaway from thetraffic lane
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 28
1.
ATZ3-06
2.
MOBILE OPERATION TWO-WAY FOUR-LANE ROAD - LEVEL 2 (OVER 65KM/H) KERBSIDE COLLECTIONINORGANIC REAR LOADER WASTE COLLECTION ONLY
Notes
Reference CoPTTM 4th Edition Section I Drawing KC6
Rear loader inorganic waste collection only
The amber flashing beacons mounted to the vehicle must be clearly visible to the road user
3. NZTA compliantchevrons to be fitted (asshown on the rear of thevehicle) if vehicle designallows for this -vehicledependent
4. TV4 "PASS WITHCARE" must be placeddisplayed on the rear ofthe vehicle
5. There must be a 20mmaximum safety zonebetween the edge of thework zone and theshadow vehicle
6. The RCA may decide ifother temporary trafficmanagement (e.g. ashadow vehicle) isrequired where thekerbside collectionvehicle: stops for more
than 10 mins is not able to stop
safely in aposition awayfrom the trafficlane
7. If a shadow vehicle isused there must be a30m maximum safetyzone between the edgeof the work zone and theshadow vehicle
8. The shadow vehiclemay have a horizontalarrow board mounted onthe rear of the vehicle
Auckland Transport Generic TMD Version 1.1 October 2017 Section Z 29
1.
ATZ3-07
2.
MOBILE OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 1 ALL SPEEDS KERBSIDE COLLECTIONREAR LOADER BIN OR BAG
Notes
Reference CoPTTM 4th Edition Section I Drawing KC7
Rear loader bin or bag
The amber flashing beacons mounted to the vehicle must be clearly visible to the road user
3. NZTA compliantchevrons to be fitted(as shown on therear of the vehicle) ifvehicle designallows for this -vehicle dependent
4. TV4 "PASS WITHCARE" must beplaced displayed onthe rear of thevehicle
Auckland Transport Generic TMD Version 1.1 October 2017
Section Z
30
1.
ATZ3-08
2.
MOBILE OPERATION TWO-WAY FOUR LANE ROAD - LEVEL 2 ALL SPEEDS KERBSIDE COLLECTIONREAR LOADER BIN OR BAG
Notes
Reference CoPTTM 4th Edition Section I Drawing KC8
Rear loader bag only
The amber flashing beacons mounted to the vehicle must be clearly visible to the road user
3. NZTA compliantchevrons to be fitted(as shown on therear of the vehicle) ifvehicle designallows for this -vehicle dependent
4. TV4 "PASS WITHCARE" must beplaced displayed onthe rear of thevehicle
Auckland Transport Generic TMD Version 1.1 October 2017
Section Z
31