Diagrams - Auckland Transport · Auckland Transport Generic Traffic Management Diagrams Index 1 Generic Traffic Management Diagrams Auckland Transport - Road Controlling Authority

Auckland Transport

Generic Traffic Management

DiagramsNovember 2018

Auckland Transport Generic Traffic Management Diagrams Index 1

Generic Traffic Management Diagrams 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 the Code of Practice for Temporary Traffic Management (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 the CoPTTM and the requirements of the Auckland network.

The standards and requirements of the CoPTTM remain unchanged. These generic drawings are merely supplemental to the CoPTTM, must form part of an applicable approved TMP and be managed by a suitably qualified competent STMS. Any deviation from the CoPTTM 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 wish to work on the Auckland Transport network, to first seek the appropriate applicable Generic Traffic Management Diagrams (GTMD) contained within this document.

By doing so, the required application process can be expedited through the Road Corridor Access team.

Feedback:

We believe these drawings to be thorough. However, we will consider your feedback and input as provided to the Road Corridor Access team. You can submit this to the manager at [email protected]

DOCUMENT CONTROL

Document Information

Information Document ID Auckland Transport Generic Traffic Management Plan Document Owner Auckland Transport Issue Date July 2017 Last Saved Date October 2017 File Name Auckland Transport Generic Traffic Management Plan

Document History

Version Issue Date Changes 1.0 01 JULY 2017 First release document 1.1 01 October 2017 Update version 1.1 for release 01 October 2017 1.2 01 October 2018 Update version 1.2 for release 01 October 2018

Document Approvals

Role Name Signature Date

Project Sponsor Tom Kiddle

Project Review Group Laurence Jones

Quality Manager Chris Glanfield

Development Manager Marius Van Der Merwe

Project Officer Manager (if applicable)

Adolf Rousseau

INDEX 1. Diagrams – SECTION - F2. Diagrams – SECTION - G3. Diagrams – SECTION - H4. Diagrams – SECTION - J5. Diagrams – SECTION - L (Signalized Intersections)6. Diagrams – SECTION - R (Line Marking)7. Diagrams – SECTION – Z

INDEX SECTION F:

STATIC OPERATION – Low Volume / Level 1 Roads

ATF1-1 2 ATF1-1b 3 ATF1-2 4 ATF1-3 5 ATF1-4 6 ATF1-5 7 ATF1-6 8 ATF1-7 9 ATF2-1 10 ATF2-2 11 ATF2-3 12 ATF2-4 13ATF2-5 14 ATF2-6 15ATF2-6b 16 ATF2-7 17ATF2-8 18ATF2-9 19ATF2-10 20 ATF2-11 21 ATF2-12 22 ATF2-13 23ATF2-14 24

ATF2-15 25

ATF2-16 26 ATF2-17 27 ATF2-18 28 ATF2-19

LEVEL LV LAYOUT DISTANCES TABLE LEVEL LV 1 LAYOUT DISTANCES TABLE LEVEL LV/ LV1 LAYOUT DISTANCES TABLE Shoulder Closure Shoulder and Berm – Low Volume Shoulder Closure LVLR (under 250vpd) Two Way Two Lane Road, Lane Closure LV road Two Way Two Lane Road, Manual Traffic Control Two Way Two Lane Road, Manual Traffic Control Two Way Two Lane Road, Portable Traffic Signals Two Way Two Lane Road, Give Way Control Footpath - Diverted onto Berm behind Working Space Footpath - Diverted onto Berm between Working Space and Carriageway Footpath – Footpath Diverted onto Carriageway Footpath – Footpath Closed – Permanent speed less than 65km/h Shoulder and Roadside Activities - Work on Berm and Footpath Shoulder and Roadside Activities – Work in Parking Lanes Shoulder and Road Side Activities – Work in Parking Lanes Shoulder and Roadside Activities – Shoulder Closure Cycle Lane – Diverted Cycle Lane Cycle Lane – Diverted traffic lane – Coned Lane Control Cycle Lane – Lane Closed Two-Way Two-Lane Road - Traffic Not Crossing Road Centre Two-Way Two-Lane Road – Sign on Median Two-Way Two-Lane Road – Two Lane Diversion Two-Way Two-Lane Road – Manual Traffic Control (Stop/Go or Stop/Slow) - Single Lane Alternating Flow Two-Way Two-Lane Road – Manual Traffic Control (Stop/Go or Stop/Slow) - All Traffic Stopped Temporarily Two-Way Two-Lane Road – Give Way Control Two-Way Two-Lane Road – Portable Traffic Signals Two-Way Two-Lane Road – Work in the Centre of Road Two-Way Two-Lane Road – Road Works on Side Road After Intersection - TSL on Side Road

29

ATF2-20 30

ATF2-21 31 ATF2-22 32

ATF2-23 33 ATF2-24 34 ATF2-25 35

Two-Way Two-Lane Road – Road Works on Side Road After Intersection - TSL on Main Road

Two-Way Two-Lane Road – Work in the Middle of the Intersection Two-Way Two-Lane Road – Manual Traffic Control (Stop/Go or Stop/Slow) - Closure at Corner Intersection Two-Way Two-Lane Road – Road Closure Two-Way Two-Lane Road – Road Closure - Detour Route Two-Way Two-Lane Road – Road Closure and Detour Route - Typical Detour 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 ATF2-40 Two-Way Two-Lane Road – Work on side road – TSL on side road 48ATF2-41 Two-Way Four-Lane Road – Work on side road – TSL on main road 49

MOBILE OPERATIONS - Low Volume and Level 1

ATF3-1 Two-Way Two-Lane Road – Road Inspections Activities 50ATF3-2 Two-Way Two-Lane Road – Vehicle in a Lane – with CSD - on LV (Low-Risk) 51

Roads (Any Speed) and LV Road Under 65km/h ATF3-3 Two-Way Two-Lane Road – Work on Berm, Shoulder or Lane - No CSD 52 ATF3-4 Two-Way Two-Lane Road – Work Vehicle on Shoulder or Berm - Clear of Live 53

Lane – CSD Not Required ATF4-1 Two-Way Two-Lane Road – Any Speed 54 ATF4-2 Two-Way Two-Lane Road – CSD to work vehicle – not required under 65km/h, 55

required over 65km/h

ATF4-3 Two-Way Two-Lane Road – Work Vehicle is within five (5) Meters of the 56 edgeline

ATF4-4 Two-Way Two-Lane Road – Work Vehicle in a Live Lane – Permanent Speed 57 under 65km/h

ATF4-5 Two-Way Two-Lane Road – Work Vehicle in a Live Lane – Permanent Speed 58 over 65km/h - CSD forward visibility to work vehicle

ATF4-6 Two-Way Two-Lane Road – Work Vehicle in a Live Lane – Permanent Speed 59 over 65km/h - No CSD to work vehicle

ATF4-7 Two-Way Two-Lane Road – Personal on the Road – Any Speed 60 ATF4-8 One-Way Two-Lane Divided or Two-Lane Road – Work Vehicle in the Right 61

Lane ATF4-9 One-Way Two-Lane Divided or Two-Lane Road – Semi Static Closure - Work 62

for up to 1 Hour

SECTION G:

STATIC OPERATION – Level 2 Roads

LEVEL 2 LAYOUT DISTANCES TABLE 2 ATG1-1 Footpath - Footpath diverted onto the berm behind the work space 3

First Preference ATG1-1b Footpath – Footpath Closed Temporarily – Traffic Control required 4 ATG1-2 Footpath - Footpath diverted onto the berm between the working space 5

and carriageway - Second Preference ATG1-3 Footpath - Footpath diverted onto the carriageway – Third Preference 6 ATG1-4 Shoulder and Roadside Activities - Work on Berm and /or Footpath 7 ATG1-5 Shoulder and Roadside Activities - Work on Berm or Footpath 8 ATG1-6 Cycle Lane – Diverted Cycle Lane - Cones Lane Control 9 ATG1-7 Cycle Lane – Cycle Lane Closed 10 ATG1-8 Two-Way Two-Lane Road – Manual Traffic Control (Stop/Go or Stop/Slow) 11

Single Lane Alternating Flow ATG1-9 Two-Way Two-Lane Road – Manual Traffic Control (Stop/Go or Stop/Slow) 12

All Traffic Stopped Temporarily ATG1-10 Two-Way Two-Lane Road – Single-Lane Alternating Flow 13 ATG1-11 Two-Way Two-Lane Road – Work in the Centre of Road 14 ATF1-11b Two-Way Two-Lane Road – Work on footpath and shoulder 15 ATG1-14 Two-Way Two-Lane Road – Other Hazards 16

ATG1-17 One-Way Two-Lane Divided or Two-Lane-Road – Left Lane Closure 17 ATG1-18 One-Way Two-Lane Divided or Two-Lane-Road – Right Lane Closure 18 ATG1-19 One-Way Two-Lane Divided or Two-Lane-Road – Right Lane Closure - 19

One-Lane Temporary Diversion ATG1-20 One-Way Two-Lane Divided or Two-Lane-Road – One Lane Closure 20

ATG1-23 Two-Way Four-Road – Centre-Lane Closure 21 ATG1-24 One-Way Three-Lane Divided or Three-Lane-Road – One Lane Closure 22

- Left LaneATG1-25 One-Way Three-Lane Divided or Three-Lane-Road – One Lane Closure 23

- Right LaneATG1-26 One-Way Three-Lane Divided or Three-Lane-Road – Two Lane Closure 24

- Left and Centre LanesATG1-27 One-Way Three-Lane Divided or Three-Lane-Road – Two Lane Closure 25

- 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 26 edgeline – Any Speed

ATG2-2 Two-Way Two-Lane Road – Work vehicle between Two (2) and Five (5) meters 27

ATG2-3 28

ATG2-4 29

ATG2-5 30

ATG2-6 31

ATG2-7 32

ATG2-8 33

ATG2-9 34

ATG2-10 35

from the edgeline Two-Way Two-Lane Road – Work vehicle is between Two (2) and Five (5) meters of the edgeline – Permanent speed greater than 65km/h Two-Way Two-Lane Road – Work vehicle is between Zero (0) and Two (2) meters of the edgeline – Permanent speed less than 65km/h Two-Way Two-Lane Road – Work vehicle is between Zero (0) and Two (2) meters of the edgeline – Permanent speed greater than 65km/h Two-Way Two-Lane Road – Work vehicle in the Live Lane - – Permanent speed less than 65km/h Two-Way Two-Lane Road – Work vehicle in the Live Lane - – Permanent speed greater than 65km/h Two-Way Two-Lane Road – Personal in the Live Lane

Two-Way Two-Lane Divided or Two-Lane Road – Work vehicle is between Zero (0) and Two (2) meters of the edgeline – Permanent speed is less than 65km/h Two-Way Two-Lane Divided or Two-Lane Road – Work vehicle is between Zero (0) and Two (2) meters of the edgeline – Permanent speed is greater than 65km/h

ATG2-11 36

ATG2-12 37

One-Way Two-Lane Divided or Two-Lane Road – Work vehicle in Live Lane Permanent speed is less than 65km/h One-Way Two-Lane Divided or Two-Lane Road – Work vehicle in Live Lane Permanent speed greater than 65km/h

ATG2-13 One-Way Two-Lane Divided or Two-Lane Road – Semi Static Closure - Work 38 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 39 for up to 1 hour - Permanent speed is less than 65km/h (part or all lanes occupied)

SECTION H:

STATIC OPERATION – Level 3 Roads

LEVEL 3 LAYOUT DISTANCES TABLE 2 ATH1-2 One-Way Multi-Lane Road – Other Hazards 3

MOBILE OPERATION – Level 3 Roads

ATH2-1 One-Way Multi-Lane Road – Work Vehicle is more than Five (5) meters 4 From the edgeline - Zone A

ATH2-2 One-Way Multi-Lane Road – Rear Visibility is greater than the clear sight 5 Distance

ATH2-3 One-Way Multi-Lane Road – Work vehicle is between Two (2) and Five (5) 6 Meters from the edgeline - Zone B

ATH2-4 One-Way Multi-Lane Road – Work vehicle is between Zero (0) and Two (2) 7 Meters from the edgeline - Zone C

ATH2-5 One-Way Multi-Lane Road – Work vehicle in Live Lane - Zone C 8 ATH2-6 One-Way Multi-Lane Road – Work vehicle in Live Lane or within two (2) meters 9

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 10 from the Live Lane - Zone C – Personal in the Live Lane

ATH3-1 One-Way Multi-Lane Road – Semi Static Closure – Left Lane Closure 11

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 ATJ4-10 Inspection Activities – On Shoulder and in the Live Lane 17

STATIC OPERATION – Signalised Intersection – Signalised Maintenance Only -

ATLC1-1 2

ATLC1-2 3

ATLC1-3 4

ATLC1-4 5

ATLC1-5 6

ATLC1-6 7

ATLC1-7 8

ATLC1-8 9 ATLC1-9 10 ATLC1-10 11 ATLC1-11 12 ATLC1-12 13 ATLC1-13

Two-Way Multi-Lane Road - Lane Drop- Changing of shades, bulbs, lanterns, loop Cutting Two-Way Multi-Lane Road - Lane Drop- Changing of shades, bulbs, lanterns, loop Cutting Two-Way Multi-Lane Road - Lane Drop- Changing of shades, bulbs, lanterns, loop cutting (Rescinded)Two-Way Multi-Lane Road – Cycle Lane / Footpath - Changing of shades, bulbs, lanterns, loop cutting (Rescinded)Two-Way Multi-Lane Road – Island Works - Changing of shades, bulbs, lanterns, loop Cutting Two-Way Multi-Lane Road – Island Works - Changing of shades, bulbs, lanterns, loop cutting (Rescinded)Two-Way Multi-Lane Road – Semi Static and Static (Island Works) - Changing of Shades, bulbs, lanterns, loop cutting

Two-Way Multi-Lane Road – Lane Closures - Loop cuttingTwo-Way Multi-Lane Road – Lane Closures - Loop cutting (Rescinded)Two-Way Multi-Lane Road – Lane Closures - Loop cuttingTwo-Way Single-Lane Road – Lane Closures - Loop cuttingTwo-Way Single-Lane Road – Lane Closures - Loop cuttingTwo-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

SECTION L:

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

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

SECTION Z:

STATIC OPERATION – Low Volume and Level 1

ATZ1-10 2

ATZ1-11 3

ATZ1-12 4

ATZ1-13

Two-Lane Two-Way Road – Shoulder – at Intersection (T-Intersection) Work Vehicle on Shoulder or Berm – Less than 65km/h Two-Lane Two-Way Road – Shoulder and Footpath – at Intersection (T-Intersection) Work Vehicle on Shoulder or Berm – Less than 65km/h Two-Lane Two-Way Road – Shoulder and Footpath – at Intersection (T-Intersection) Work Vehicle on Shoulder, Berm or Footpath Two-Lane Two-Way Road – Shoulder and Footpath – at Intersection 5

ATZ1-14 (T-Intersection) Work Vehicle on Shoulder, Berm or Footpath 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

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 Two-Way Four-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

Auckland Transport Generic Traffic Management DrawingsSection FLOW VOLUME AND LEVEL 1

Auckland Transport Generic TMD Version 1.2 October 2018 Section F 1

Traffic control devices manual part 8 CoPTTM Section F

LEVEL LV LAYOUT DISTANCES TABLE


LEVEL 1 LAYOUT DISTANCES TABLE


COMBINED LEVEL LV & LEVEL 1 LAYOUT DISTANCES TABLE

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 1.2 October 2018 Section F 2Auckland Transport Generic TMD Version 1.2 October 2018

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


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



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



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



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



1.Temporary delayperiod not to exceedthe limit set orapproved by the RCA

2.A 30m return taper atthe end of the closureis optional




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


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


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



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



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


Section F 9Auckland Transport Generic TMD Version 1.2 October 2018

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



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




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��



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



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



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



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


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



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






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



STATIC OPERATION


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


1.Only use this TMD ifthere is insufficientwidth to fit areplacement cycle lane




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



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


4.If TSLs not required,the T1A and TG2 signson the right hand sideof the road are also notrequired


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



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




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



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



5.Use PN11 No Stoppingsigns, if necessary



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



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


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



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



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



than 65km/h5.MTCs must show same

message to oncomingtraffic (eg STOP/STOPor GO/GO)


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


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



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




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



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



6.Extend or place extraadvance warning signstowards on-comingtraffic beyond anyexpected trafficqueues




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



Notes 1.Cones are required on

edge of the temporarylane opposite closure ifroad is not well defined





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



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



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 2.20


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



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


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





3.On roads with apermanent speed limitof 100km/h, cones arerequired from the TSLto the taper if thespeed is reduced bymore than 30km/h


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



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



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



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



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



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


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



TR3/TR32/ T121

TR3/TR32/ T121

TR3Gravel/Unsealed Surface

New Seal

Seal Repairs


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 leftof carriageway for fulllength of hazard at 10mcentres or at least 3 cones,whichever is the greater

5.Cones on the traffickedside of signs for sites to beleft unattended overnight

6.Worksites need positivetraffic management toensure all road users travelat the TSL

7.Use TSLs if required byTSL decision matrix

8.The T144 X0km/h AHEADsign is optional

9.Alternative Sign to be usedwhen there is no " ROADMARKINGS"

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


T2A/ T2B

T218


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 requiredby TSL decisionmatrix

4.The T144 X0km/hAHEAD sign isoptional

5.Alternative Sign tobe used when thereis no " ROADMARKINGS"

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


T2A/ T2B

T218



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


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




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


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



D

CC

G

Notes 1.Cones required

opposite closure ifedge of carriagewaynot clearly defined






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



Notes 1.Where a physical

centre median existswhich is more than 2mwide, signs and conesmay be positioned onthe median


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



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



C

C

Notes 1.Use either TMD F2.32

or TMD F2.33 inpreference to thisTMD, unless their usewould likely causetraffic delays








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



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


4.Cones must be placedbehind any away-facing signs for rear-side visibility


6.Use TSLs as requiredby TSL decision matrix



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



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




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



Notes 1.Cones must be placed

behind any away-facing signs for rear-side visibility






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



Notes1. This diagram may be used at a T intersection by removing any one of the roads2. TSL sign is less than 15m from the intersection3. Use TSLs if required by TSL decision matrix or remaining lane width available F4. The T144 X0km/h AHEAD sign is optional5. This to be used in conjunction with other Generic Drawings6. All drawings for the closure to be recorded on the On-Site record sheet on the day7. All Changes to be recorded on the On-Site record

CCB

A

C

T1A/T144

RS1/RS2/ RS3

RS1/RS2/ RS3

RS1/TG1

A

B

TG2

RS3

R

S1/R

S2/

RS3

RS1/

TG1

RS1/TG

1

T1A

/T13

5/T1

44

T1A/T135/

T144 RS1/TG1 TG2

TG2

RS1/

RS2/

RS

3 RS1

/TG1

RS1/

RS2/

RS3

RS1

/TG

1

C

C C

RS1

/RS2/

A

ATF2-40

STATIC OPERATION TWO-WAY TWO-LANE ROAD - LEVEL LV AND LEVEL 1 (INTERSECTION OR ROUNDABOUT) AFTER INTERSECTION - NO TSL ON SIDE ROAD

Reference CoPTTM 4th Edition Section J Drawing J2.20a

Dis

tanc

e is

less

than

15m

fr

om th

e in

ters

ectio

n

RS1

/TG

1

Speed Intersection to TSL

TSL to taper

Total

<50km/h 15m 15m 30m

60km/h 15m 25m 40m

>70km/h 15m 40m 55m

(PSL) REFRENCE COPTTM 2017 4th EDITION SECTION C 4.3.2

Auckland Transport Generic TMD 3rd Edition October 2018 Section F 48

Notes1. This diagram may be used at a T intersection by removing any one of the roads2. TSL 15m or from the intersection3. Use TSLs if required by TSL decision matrix or remaining lane width available F4. The T144 X0km/h AHEAD sign is optional5. This to be used in conjunction with other Generic Drawings6. All drawings for the closure to be recorded on the On-Site record sheet on the day7. All Changes to be recorded on the On-Site record

B

T1A

/T13

5

T1A/T135

TG2

RS1

/TG1

RS1

/RS2/

A

STATIC OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 1 (INTERSECTION OR ROUNDABOUT) AFTER INTERSECTION - PLACEMENT OF TSL AFTER THE INTERSECTION


15m

or m

ore

from

inte

rsec

tion


TSL to taper

Total

<50km/h 15m 15m 30m

60km/h 15m 25m 40m

>70km/h 15m 40m 55m

(PSL)

TG2

RS1/2/3

RS1/TG1 RS1/TG1

Dis

tanc

e to

tape

ras

per

tabl

e be

low

BA

B A

T1A/T135/T144

TG2

RS1/2/3

REFRENCE COPTTM 2017 4th EDITION SECTION C 4.3.2

ATF2-41

Auckland Transport Generic TMD 3rd Edition October 2018 Section F 49

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



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


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



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



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



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



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


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



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



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)



TV4 RD6R

TV2

Forward visibility is greater than clear

sight distance

Rear visibility Ta

il p

ilot

Wor

k ve

hicl

e

ATF4-5



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)


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


Section F 59

1.If the permanent speedis under 65km/h, thetail pilot vehicle may bereplaced with staticsigns (T1A withappropriatesupplementary plateand TG2)

MOBILE OPERATION


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


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



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




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



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



Auckland Transport Generic Traffic Management Drawings Section GLEVEL 2

Section G 1Auckland Transport Generic TMD Version 1.2 October 2018

Traffic control devices manual part 8 CoPTTM Section G 4th edition, February 2017


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


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)


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


FOOTPATH - LEVEL 2 FOOTPATH DIVERTED ONTO THE BERM BETWEEN THE WORKING SPACE AND CARRIAGEWAYSECOND PREFRENCE



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



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



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



1m - 50km/h or less 1.5m - 60km/h or



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


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:


(EMERGENCY ONLY)


1.Only use this TMD ifthere is insufficientwidth to fit areplacement cycle lane




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



1.Extend or place extraadvance warning signstowards on-comingtraffic beyond the endof any expected trafficqueues


3.Cones are required onedge of temporary laneopposite closure if roadedge is not welldefined





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



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




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



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


6.The STMS shouldmonitor queues duringthe worksite operationand extend or placeextra advance warningsigns towards on-comingtraffic beyond the end ofany expected trafficqueues



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



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


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



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


T211 Flooding

Uneven SurfaceTR4


ATG1-14



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


ATG1-17



Notes 1.C* - the TL2R/TLS



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


ATG1-18

Refrence CoPTTM 4th Edition Section G Drawing G1.18


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


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


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


ATG1-19



Notes 1.C* - the TL5R/TLS



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


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


ATG1-20









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.




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


ATG1-24



Notes 1.C* - the TL33/TLS




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






2.Distance K must beextended to match thedistance shown on anysupplementary plateused with the TL2Lsign



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



Notes 1.C* - the TL33/TLS


2.Distance K must beextended to match thedistance shown on anysupplementary plateused with the TL2Lsign



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



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



`

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


TWO-WAY TWO-LANE ROAD - LEVEL 2 WORK VEHICLE BETWEEN TWO (2) AND FIVE (5) METERS FROM THE EDGELINE


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


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


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


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


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


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


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


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


TWO-WAY TWO-LANE ROAD - LEVEL 2 WORK VEHICLE IS BETWEEN (0) AND TWO (2) METERS OF THE EDGELINEPERMANENT SPEED GREATER THAN 65KM/H


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



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



4.

MOBILE OPERATION

Wor

k ve

hicl

e TV4 RD6R

Shad

ow

vehi

cle

TMA

TV2

Lead

pi

lot


AW

VMS

15 to 60m


100m to 1,600m (approx. 5 to 55


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


Notes��



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



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


AW

VMS

10m roll ahead distance


Working space

T1B/T134/ T121

ROAD MARKING

NEXT 1 km

100m to 1,600m (approx. 5 to 55


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






3.The static sign may bereplaced by anAWVMS if used as atail pilot



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




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



5.

MOBILE OPERATION

AW

VMS

Wor

k ve

hicl

e TV4 RD6R

Shad

ow

vehi

cle

TMA

15 to 60m


100m to 1,600m (approx. 5 to 55


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


ATG2-10





3.The static signs maybe replaced by anAWVMS if used as atail pilot



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




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



5.

MOBILE OPERATION

15 to 60m


100m to 1,600m (approx. 5 to 55


Wor

k ve

hicl

e TV4 RD6R

Shad

ow

vehi

cle

TMA

R3-13.3

AW

VMS

AW

VMS

2m 2m

T1B/TL2L/ TLS



ONE-WAY TWO-LANE DIVIDED OR TWO-LANE ROAD - LEVEL 2WORK VEHICLE IN THE LIVE LANEPERMANENT SPEED GREATER THAN 65KM/H

ATG2-12Notes



1.This layout applieswhen the work activitycan be completedwithin one hour(excluding TTM set upand TTM removal fromthe worksite)


3.The static signs maybe replaced by anAWVMS. Use TMDG2.14 in this case



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



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


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


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



Auckland Transport Generic Traffic Management DrawingsSection HLEVEL 3

Section H 1Auckland Transport Generic TMD Version 1.2 October 2018

Traffic control devices manual p art 8 CoPTTM Section H 4th edition, February 2017


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


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


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



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


time)

AWVM

S


T1B/T136/ T121

NEXT X km

MOWER

ATH2-3the shortest distance where a range is displayed (eg 100m to 1,600m, try for 100m)



Notes


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


15 to 60m TV4 RD6R

2m


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)



Notes


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


TV4 RD6R 15 to 60m


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)



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


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



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


15 to 60m

TV4 RD6R

Wor

k ve

hicl

e Sh

adow

ve

hicl

e TMA

10m roll ahead distance


Working space


time)

AWVM

S

T1B/TL3L/ TLS

R3-13.3

X00 m

ATH2-7


Always try to use the shortest distance where a range is displayed (eg 100m to 1,600m, try for 100m)


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


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


time)

ATH3-1

Always try to use theshortest distancewhere a range isdisplayed (eg 100m to1,600m, try for 100m)



Auckland Transport Generic Traffic Management Diagrams Section J

Section J 1Auckland Transport Generic TMD Version 1.2 October 2018

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


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


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


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



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



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


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


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


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


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*


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


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


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



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 2m

ATJ2-26b

Reference CoPTTM 4th Edition Section J Drawing J2.26b


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


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


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



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



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


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


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


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 maintainadequate attention (eg due towork tasks or poor visibility), aspotter person will be required oranother type of trafficmanagement operation used

Reference CoPTTM 4TH Edition Section J Drawing J4.10


Auckland Transport Generic Traffic Management Diagrams Section L

Section L 1Auckland Transport Generic TMD Version 1.2 October 2018

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


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


STATIC OPERATION

ATLC1-2


4.All works to complyto CoPTTM Lay outtables and anyother requirementsas requested by theapproving RCA


WORK AREA

5.Pedestrian access must be maintained at all times


A shadow vehicle isused to provideclose protectionfrom the rear forpersonnel on footand/or workvehicles in theworking space.The driver of theshadow vehiclemust remain in thecab of the vehiclewhile working aspart of a mobileoperation.

6.CoPTTM D4.1.1

Notes

1.Works on thefootpath signal

2.Work could takelonger than 1 hourdepending on thenature if the repairworksIsland be less than1m wide


STATIC OPERATION

ATLC1-3

4.All works to comply to CoPTTM Lay out tables and any other requirements as requested by the approving RCA



5.Pedestrian access tobe maintained at alltimes

WORK AREA

3.



6.CoPTTM D4.1.1

RESCIND

ED

NOTE:This plan has been removed due to it not being compliant in regard to cycleway treatment. Any previous approval of this plan is rescinded.

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


4.

All works to comply to CoPTTM Lay out tables and any other requirements as requested by the approving RCA


Pedestrian access must be maintained at all times

WORK AREA

WORK VEHICLE


RESCIND

ED

NOTE:This plan has been removed due to it not being compliant in regard to cycleway treatment. Any previous approval of this plan is rescinded.

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


4.

All works to complyto CoPTTM Lay outtables and anyother requirementsas requested by theapproving RCA


Pedestrian accessmust remain clearat all times

WORK AREA


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


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 accessmust always bemaintained at alltimes


RESCIND

ED

NOTE:This plan has been removed due to it not being compliant in regard to clash of pedestrians and left turning traffic, pending solution. Any previous approval of this plan is rescinded.

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


4.

All works to complyto CoPTTM Lay outtables and any otherrequirements asrequested by theapproving RCA

WORK AREA

Pedestrian accessmust alwaysremain clear at alltimes


Refrence TSL Generic TMP Drawing 07



5.CoPTTM D4.1.1

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

ATLC1-8

4.

STMS to inform SCATS when the works have been completedPedestrian access must always be maintained at all times



5.CoPTTM D4.1.1

MOBILE OPERATION

SCOPE NOTES

1.STMS to contactSCATSprior to the workscommencing

2.STMS to be in constant communication with SCATS during the works

3.


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.


RESCIND

ED

NOTE:This plan has been removed due to it not being compliant in regard to clash of pedestrians and left turning traffic, pending solution. Any previous approval of this plan is rescinded.

Notes

1.STMS to contact SCATS prior to the works commencing

2.

3.

TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION LANE CLOSURES - SIGNALISED MAINTENANCE ONLYLOOP CUTTING

ATLC1-10

4.

STMS to be in constant communication with SCATS during the worksSTMS to inform SCATS when the works have beencompleted Pedestrian access must be maintained at all times

Refrence TSL Generic TMP Drawing work area 11



5.CoPTTM D4.1.1

MOBILE OPERATION

Notes

1.STMS to contact SCATS prior to the works commencing

2.

3.

TWO-WAY MULTI-LANE ROAD - SIGNALISED INTERSECTION LANE CLOSURES - SIGNALISED MAINTENANCE ONLYLOOP CUTTING

ATLC1-11

4.

STMS to be in constant communication with SCATS during the worksSTMS to inform SCATS when the works have beencompleted Pedestrian access must be maintained at all times

SPOTTER

Refrence TSL Generic TMP Drawing work area 13



5.CoPTTM D4.1.1

MOBILE OPERATION

SCOPE NOTES

1.STMS to contactSCATS prior to theworks commencing

2.STMS to be inconstantcommunication withSCATS during theworks

3.


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


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 Traffic Management Diagrams Section R

Section R 1Auckland Transport Generic TMD Version 1.2 October 2018

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 notenter the Safety Zone or theLive Lane

Refrence Line Marking Generic TMP Page 13


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


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



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




STATIC OPERATION

LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - CENTRELINE

ATRM1-5Notes


3.If required an additional WorkVehicle may be positionedbetween the two WorkVehicles for materials requiredfor additional drying time




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



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


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



1. This drawing only to be usedwhen the works can becompleted within 1 hour (60minutes) this excludes settingup and removal of theworksite


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


1.This drawing only to be usedwhen the works can becompleted within 1 hour (60minutes) this excludes settingup and removal of theworksite


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




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


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)


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

`


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


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


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


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.




STATIC OPERATION

LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2 TWO-LANE TWO WAY ROADMARKING IN TRAFFIC LANE - INTERSECTION LIMIT LINES

ATRM2-2Notes



4.Minumum Lane Width inaccordance with CoPTTMTable C2.3 and C2.4 refer topage 34 and 35"ROAD MARKING NEXTXXKM" to be used to aminimum of 1km

5.

Refr ence Line Marking Generic TMP LM2.2



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 correctsigns mounted appropriatefor the works may besubstituted for any fix signs.The signs must be covered ifthe site is not active




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




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



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



4.Minumum Lane Width inaccordance with CoPTTMTable C2.3 and C2.4 refer topage 34 and 35



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


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)



STATIC OPERATION

LINE MARKING - LOW VOLUME, LEVEL 1 AND LEVEL 2TWO-LANE TWO WAY ROAD PEDESTRIAN CROSSING - FIRST PHASE

ATRM5-1Notes


3.Maximum Lane Width inaccordance with CoPTTMTable C2.3 and C2.4 WorksiteLayouts page 34 and35




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





Auckland Transport Generic Traffic Management Diagrams Section Z

Section Z 1Auckland Transport Generic TMD Version 1.2 October 2018

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


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




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


6.Non excavation works


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


2.Advance not required forworks in the shoulder orberm


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


6.Non excavtion works


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




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


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



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


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


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


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


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


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


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


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


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


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


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


Notes


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)


Notes


ATZ2-8


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



ATZ2-9


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


Notes


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


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


1.ATZ2-12

2.


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


1.

ATZ2-13

2.


MOBILE OPERATION TWO-WAY FOUR-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


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


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






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





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


Rear loading activity only or right side manual load activity



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


1.

ATZ3-05

2.

MOBILE OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 2 (OVER 65KM/H) KERBSIDE COLLECTIONINORGANIC REAR LOADER WASTE COLLECTION ONLY

Notes


Rear loader inorganic waste collection only




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


1.

ATZ3-06

2.

MOBILE OPERATION TWO-WAY FOUR-LANE ROAD - LEVEL 2 (OVER 65KM/H) KERBSIDE COLLECTIONINORGANIC REAR LOADER WASTE COLLECTION ONLY

Notes


Rear loader inorganic waste collection only


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


1.

ATZ3-07

2.

MOBILE OPERATION TWO-WAY TWO-LANE ROAD - LEVEL 1 ALL SPEEDS KERBSIDE COLLECTIONREAR LOADER BIN OR BAG

Notes


Rear loader bin or bag





1.

ATZ3-08

2.

MOBILE OPERATION TWO-WAY FOUR LANE ROAD - LEVEL 2 ALL SPEEDS KERBSIDE COLLECTIONREAR LOADER BIN OR BAG

Notes


Rear loader bag only





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