87/3

87/2

87/1

87/0

86/986/8

86/7

86/6

86/5

Cut L

ine A

Cut L

ine A

88/2

88/1

88/0

87/9

87/8

87/7

87/6

87/5

87/4

Cut L

ine B

Cut L

ine B

Cut L

ine A

Cut L

ine A

88/2

88/3

88/4

88/5

88/6

88/7

88/9

88/8

Cut L

ine B

Cut L

ine B

Sheet 2

of 3

Sheet 1

of 3

Sheet 2

of 3

Sheet 1

of 3

DRAFT

NOTES:

1. All Traffic Management will be set out in acordance with the

requirements of the Traffic signs Manual, Chapter 8, 2009.

2. On carriageways of 50mph and above all initial tapers and

steped tapers will be highlited at all times with Backlit sequentially

flashing lights. On carriageways below 50mph Backlit sequentially

flashing lights may be omited subject to risk assesment.

3. Any sign reference Numbers used in this drawing refer to,

either the diagram numbers contained within the Traffic Signs

Regulations and General Directions 2016 (TSRGD 2016); or when

used as a sign authorised under Schedule 13 part 9 of these

regulations, a diagram from Schedule 12 of the 2002 Regulations

(TSRGD 2002).

4. All Diversion signing will be fully installed before any closure is

brought into effect.

5. All sign frames will be secured with sand bags.

6. Exact locations of signs are to be determined on site and will

be positioned as to not obstruct any other sign, footpath or visibility.

7. Sign Diagram 7001-3. Will be installed

prior to the instalation and removal of roadworks.

8. The Inner Boundary of the safety zone is omitted for Clarity

but is to be marked with barrier in accordance with TSM Chapter 8 at

the appropriate distance for the speed of carriageway.

SLOW

IN ROADWORKFORCE

OUTSETTING

ROAD WORKSAHEAD

MP 0/0 DescriptionApprovedBy CheckedRevision Date

Client

C

A46 Stoneleigh Junction Improvements Scheme

A46 Stoneleigh road junction

Road narrows North and Southbound

Sheet 1 of 3

Iain Campbell 19-03-20

- -

TM2115-006A B

NTS 1:1

DescriptionApprovedBy CheckedRevision Date

Client

C

Colas have produced this proposed traffic management layout in accordance with current guidelines

and regulations.

It is the Principle Contractor's responsibility to ensure that all required temporary traffic orders are in

place to meet these proposed layouts.

This drawing is a proposed layout and Colas take no responsibility and do not indemnify the design

unless formally agreed otherwise. The Principal Contractor must approve the drawings prior to the

layout being installed.

Project

Date:

Revision

Date:

Date:

Plot Scale:

Drawn by

Drawing

Drawing Scale:

Drawing No.

Checked by

Authorised by

Project

Date:

Revision

Date:

Date:

Plot Scale:

Drawn by

Drawing

Drawing Scale:

Drawing No.

Checked by

Authorised by

Sheet size A1Do Not Scale From This Drawing

© Crown copyright and database rights 2013Ordnance Survey 100030649

Temp

Line

2.5m

Works Area

Typical Cross section through works

3.25m3.25m

Lane 1 Lane 2 Lane 3

0.375m detail F1 offset

temp line to

denote exclusion

area to workforce

Working width

to be confirmed by RRAAP upon contract

for tender purpose W3 working width chosen 1M

Working width

to be confirmed

14.6m

9.375m1m4.225mat W3 Barrier

abutment

ExclusionLine

Temp

Line

Temp

Line

Temp

Line

CentralReservation

Taper length - 110m

Lane markings

enhanced through

narrow lane scheme

86/0

84/6

85/6

84/8

Temp Lining

Traffic cone/cylinder

KEY

Traffic sign

Cone or Road Marking Detail

Work Area

Temp VRS

Added varioguard to exit slipICA 28/04

Amended as per PW commentsICB 07/06

Single/Dual carriageway 40mph or less - 450mm cones, spacing 1.5m.Single/Dual carriageway 50mph or more - 750mm cones, spacing 1.5m.Dual carriageway national speed limit - 750mm cones, spacing 1.5m,relaxation 3m.

Notes:

DETAIL B

2) 45° tapers have 1.5m spacing, no relaxations.be provided in accordance with Table A1.3 (Appendix 1).1) During darkness, warning lights to BS EN 12352:2006 should

3) On motorways and NSL AP duals with hard shoulders, 1mcones will be required for both standard and relaxation worksfor lead tapers and the facing wall of lane changes.

in materials complying with BS EN 1790Prescribed road marking to Diagram 1004.1 (retroreflective)

DETAIL J1

100mm

6m mark

3m gap

marking is to diagram 1004, i.e. 4m mark, 2m gap.For roads with a permanent speed limit of 40mph or less the

Temporary road studs fluorescent saturn yellow (yellow/green)bodies and unidirectional reflectors coloured amber when onthe right and red on the left conforming to direction 57.

DETAIL E2

Running lane(s)

500mm

1m

tapers and the facing wall of lane changes.will be required for both standard and relaxation works for lead

1) During darkness, warning lights to BS EN 12352:2006 shouldbe provided in accordance with Table A1.3 (Appendix 1).2) On motorway and NSL AP duals with hard shoulders, 1m cones

Notes:

750mm traffic cones, spacing 1.5m, relaxation 3m, orMotorways and NSL dual with hardshoulders -relaxation 9m, or temporary vehicle safety barrier.AP 50mph or 60mph - 750mm traffic cones, spacing 3m,

temporary vehicle safety barrier.

DETAIL F1

9m

Running lane(s)

500mm100mm

Prescribed road marking to Diagram 1012.1 (retroreflective)

in material complying with BS EN 1790

750mm traffic cones or temporary vehicle safety barrier.

Notes:

be provided in accordance with Table A1.3 (Appendix 1).1) During darkness, warning lights to BS EN 12352:2006 should

DETAIL F2

9m

Running lane(s)2m

500mm

the right and red on the left conforming to direction 57.bodies and unidirectional reflectors coloured amber when onTemporary road studs fluorescent saturn yellow (yellow/green)

750mm traffic cones or temporary vehicle safety barrier.

Notes:

be provided in accordance with Table A1.3 (Appendix 1).1) During darkness, warning lights to BS EN 12352:2006 should

Prescribed sign to Diagram 610above and behind cones

or 1m high traffic conesThree only close spaced 750mm

Running lane(s)

Hard

Shoulder

Verge

DETAIL A

45°

1) During darkness, a single warning light to BS EN 12352:2006

should be provided.

Notes:

2) Traffic cones should conform to diagram 7101.1 and toBS EN 13422.

88/7

88/9

89/0

89/1

89/2

89/4

89/3

25

15

88/8

┼┼┼┼┼┼┼┼┼┼

┼

┼

┼ ┼ ┼ ┼ ┼ ┼ ┼ ┼ ┼ ┼

┼

┼

┼┼┼┼┼┼┼┼┼┼

┼

┼

┼ ┼ ┼ ┼ ┼ ┼ ┼ ┼ ┼ ┼

┼

┼

15

100

Sheet 3

of 3

Sheet 2

of 3

Sheet 3

of 3

Sheet 2

of 3

Sheet 2

of 3

Sheet 1

of 3

Sheet 2

of 3

Sheet 1

of 3

Existing 125m

Tem

p 90m

DRAFT

NOTES:

1. All Traffic Management will be set out in acordance with the

requirements of the Traffic signs Manual, Chapter 8, 2009.

2. On carriageways of 50mph and above all initial tapers and

steped tapers will be highlited at all times with Backlit sequentially

flashing lights. On carriageways below 50mph Backlit sequentially

flashing lights may be omited subject to risk assesment.

3. Any sign reference Numbers used in this drawing refer to,

either the diagram numbers contained within the Traffic Signs

Regulations and General Directions 2016 (TSRGD 2016); or when

used as a sign authorised under Schedule 13 part 9 of these

regulations, a diagram from Schedule 12 of the 2002 Regulations

(TSRGD 2002).

4. All Diversion signing will be fully installed before any closure is

brought into effect.

5. All sign frames will be secured with sand bags.

6. Exact locations of signs are to be determined on site and will

be positioned as to not obstruct any other sign, footpath or visibility.

7. Sign Diagram 7001-3. Will be installed

prior to the instalation and removal of roadworks.

8. The Inner Boundary of the safety zone is omitted for Clarity

but is to be marked with barrier in accordance with TSM Chapter 8 at

the appropriate distance for the speed of carriageway.

SLOW

IN ROADWORKFORCE

OUTSETTING

ROAD WORKSAHEAD

MP 0/0

Cut Line ACut Line A

Cu

t Lin

e A

Cu

t Lin

e A

DescriptionApprovedBy CheckedRevision Date

Client

C

A46 Stoneleigh Junction Improvements Scheme

A46 Stoneleigh road junction

Road narrows North and Southbound

Sheet 2 of 3

Iain Campbell 19-03-20

- -

TM2115-006B B

NTS 1:1

DescriptionApprovedBy CheckedRevision Date

Client

C

Colas have produced this proposed traffic management layout in accordance with current guidelines

and regulations.

It is the Principle Contractor's responsibility to ensure that all required temporary traffic orders are in

place to meet these proposed layouts.

This drawing is a proposed layout and Colas take no responsibility and do not indemnify the design

unless formally agreed otherwise. The Principal Contractor must approve the drawings prior to the

layout being installed.

Project

Date:

Revision

Date:

Date:

Plot Scale:

Drawn by

Drawing

Drawing Scale:

Drawing No.

Checked by

Authorised by

Project

Date:

Revision

Date:

Date:

Plot Scale:

Drawn by

Drawing

Drawing Scale:

Drawing No.

Checked by

Authorised by

Sheet size A1Do Not Scale From This Drawing

© Crown copyright and database rights 2013Ordnance Survey 100030649

Temp Lining

Traffic cone/cylinder

KEY

Traffic sign

Cone or Road Marking Detail

Work Area

Temp VRS

Added varioguard to exit slipICA 28/04

Amended as per PW commentsICB 07/06

Single/Dual carriageway 40mph or less - 450mm cones, spacing 1.5m.Single/Dual carriageway 50mph or more - 750mm cones, spacing 1.5m.Dual carriageway national speed limit - 750mm cones, spacing 1.5m,relaxation 3m.

Notes:

DETAIL B

2) 45° tapers have 1.5m spacing, no relaxations.be provided in accordance with Table A1.3 (Appendix 1).1) During darkness, warning lights to BS EN 12352:2006 should

3) On motorways and NSL AP duals with hard shoulders, 1mcones will be required for both standard and relaxation worksfor lead tapers and the facing wall of lane changes.

in materials complying with BS EN 1790Prescribed road marking to Diagram 1004.1 (retroreflective)

DETAIL J1

100mm

6m mark

3m gap

marking is to diagram 1004, i.e. 4m mark, 2m gap.For roads with a permanent speed limit of 40mph or less the

Temporary road studs fluorescent saturn yellow (yellow/green)bodies and unidirectional reflectors coloured amber when onthe right and red on the left conforming to direction 57.

DETAIL E2

Running lane(s)

500mm

1m

tapers and the facing wall of lane changes.will be required for both standard and relaxation works for lead

1) During darkness, warning lights to BS EN 12352:2006 shouldbe provided in accordance with Table A1.3 (Appendix 1).2) On motorway and NSL AP duals with hard shoulders, 1m cones

Notes:

750mm traffic cones, spacing 1.5m, relaxation 3m, orMotorways and NSL dual with hardshoulders -relaxation 9m, or temporary vehicle safety barrier.AP 50mph or 60mph - 750mm traffic cones, spacing 3m,

temporary vehicle safety barrier.

DETAIL F1

9m

Running lane(s)

500mm100mm

Prescribed road marking to Diagram 1012.1 (retroreflective)in material complying with BS EN 1790

750mm traffic cones or temporary vehicle safety barrier.

Notes:

be provided in accordance with Table A1.3 (Appendix 1).

1) During darkness, warning lights to BS EN 12352:2006 should

DETAIL F2

9m

Running lane(s)2m

500mm

the right and red on the left conforming to direction 57.bodies and unidirectional reflectors coloured amber when onTemporary road studs fluorescent saturn yellow (yellow/green)

750mm traffic cones or temporary vehicle safety barrier.

Notes:

be provided in accordance with Table A1.3 (Appendix 1).1) During darkness, warning lights to BS EN 12352:2006 should

Prescribed sign to Diagram 610

above and behind cones

or 1m high traffic cones

Three only close spaced 750mm

Running lane(s)

HardShoulder

Verge

DETAIL A

45°

1) During darkness, a single warning light to BS EN 12352:2006should be provided.

Notes:

2) Traffic cones should conform to diagram 7101.1 and to

BS EN 13422.

89/4

89/5

89/6 89/7 89/8 89/9

89/3

90/0

Cu

t Lin

e A

Cu

t Lin

e A

Sh

ee

t 3 o

f 3

Sh

ee

t 2 o

f 3S

he

et 3

of 3

Sh

ee

t 2 o

f 3

Existing 125m

Temp 90m

(same as permanent)218m merge length

90/1 90/2 90/3 90/4 90/5

90/6

90/7

Cu

t Lin

e A

Cu

t Lin

e A

Cut L

ine B

Cut L

ine B

91/1

91/2

91/3

91/4

91/5

90/8

90/9

91/0

Cut L

ine B

Cut L

ine B D

RAFT

DescriptionApprovedBy CheckedRevision Date

Client

A46 Stoneleigh Junction Improvements Scheme

A46 Stoneleigh road junction

Road narrows North and Southbound

Sheet 3 of 3

Iain Campbell 19-03-20

- -

TM2115-006C B

NTS 1:1

DescriptionApprovedBy CheckedRevision Date

Client

Colas have produced this proposed traffic management layout in accordance with current guidelines

and regulations.

It is the Principle Contractor's responsibility to ensure that all required temporary traffic orders are in

place to meet these proposed layouts.

This drawing is a proposed layout and Colas take no responsibility and do not indemnify the design

unless formally agreed otherwise. The Principal Contractor must approve the drawings prior to the

layout being installed.

Project

Date:

Revision

Date:

Date:

Plot Scale:

Drawn by

Drawing

Drawing Scale:

Drawing No.

Checked by

Authorised by

Project

Date:

Revision

Date:

Date:

Plot Scale:

Drawn by

Drawing

Drawing Scale:

Drawing No.

Checked by

Authorised by

Sheet size A3Do Not Scale From This Drawing

© Crown copyright and database rights 2013Ordnance Survey 100030649

Taper length - 110m

Lanes narrowed

to 3.25m per lane

92/2

93/8

Temp Lining

Traffic cone/cylinder

KEY

Traffic sign

Cone or Road Marking Detail

Work Area

Temp VRS

Added varioguard to exit slipICA 28/04

Amended as per PW commentsICB 07/06

Single/Dual carriageway 40mph or less - 450mm cones, spacing 1.5m.Single/Dual carriageway 50mph or more - 750mm cones, spacing 1.5m.Dual carriageway national speed limit - 750mm cones, spacing 1.5m,relaxation 3m.

Notes:

DETAIL B

2) 45° tapers have 1.5m spacing, no relaxations.be provided in accordance with Table A1.3 (Appendix 1).1) During darkness, warning lights to BS EN 12352:2006 should

3) On motorways and NSL AP duals with hard shoulders, 1mcones will be required for both standard and relaxation worksfor lead tapers and the facing wall of lane changes.

in materials complying with BS EN 1790Prescribed road marking to Diagram 1004.1 (retroreflective)

DETAIL J1

100mm

6m mark

3m gap

marking is to diagram 1004, i.e. 4m mark, 2m gap.For roads with a permanent speed limit of 40mph or less the

Temporary road studs fluorescent saturn yellow (yellow/green)bodies and unidirectional reflectors coloured amber when onthe right and red on the left conforming to direction 57.

DETAIL E2

Running lane(s)

500mm

1m

tapers and the facing wall of lane changes.will be required for both standard and relaxation works for lead

1) During darkness, warning lights to BS EN 12352:2006 shouldbe provided in accordance with Table A1.3 (Appendix 1).2) On motorway and NSL AP duals with hard shoulders, 1m cones

Notes:

750mm traffic cones, spacing 1.5m, relaxation 3m, orMotorways and NSL dual with hardshoulders -relaxation 9m, or temporary vehicle safety barrier.AP 50mph or 60mph - 750mm traffic cones, spacing 3m,

temporary vehicle safety barrier.

DETAIL F1

9m

Running lane(s)

500mm

100mm

Prescribed road marking to Diagram 1012.1 (retroreflective)in material complying with BS EN 1790

750mm traffic cones or temporary vehicle safety barrier.

Notes:

be provided in accordance with Table A1.3 (Appendix 1).1) During darkness, warning lights to BS EN 12352:2006 should

DETAIL F2

9m

Running lane(s)2m

500mm

the right and red on the left conforming to direction 57.bodies and unidirectional reflectors coloured amber when onTemporary road studs fluorescent saturn yellow (yellow/green)

750mm traffic cones or temporary vehicle safety barrier.

Notes:

be provided in accordance with Table A1.3 (Appendix 1).1) During darkness, warning lights to BS EN 12352:2006 should

Prescribed sign to Diagram 610

above and behind cones

or 1m high traffic cones

Three only close spaced 750mm

Running lane(s)

HardShoulder

Verge

DETAIL A

45°

1) During darkness, a single warning light to BS EN 12352:2006

should be provided.

Notes:

2) Traffic cones should conform to diagram 7101.1 and to

BS EN 13422.

NOTES:

1. All Traffic Management will be set out in acordance with the

requirements of the Traffic signs Manual, Chapter 8, 2009.

2. On carriageways of 50mph and above all initial tapers and

steped tapers will be highlited at all times with Backlit sequentially

flashing lights. On carriageways below 50mph Backlit sequentially

flashing lights may be omited subject to risk assesment.

3. Any sign reference Numbers used in this drawing refer to,

either the diagram numbers contained within the Traffic Signs

Regulations and General Directions 2016 (TSRGD 2016); or when

used as a sign authorised under Schedule 13 part 9 of these

regulations, a diagram from Schedule 12 of the 2002 Regulations

(TSRGD 2002).

4. All Diversion signing will be fully installed before any closure is

brought into effect.

5. All sign frames will be secured with sand bags.

6. Exact locations of signs are to be determined on site and will

be positioned as to not obstruct any other sign, footpath or visibility.

7. Sign Diagram 7001-3. Will be installed

prior to the instalation and removal of roadworks.

8. The Inner Boundary of the safety zone is omitted for Clarity

but is to be marked with barrier in accordance with TSM Chapter 8 at

the appropriate distance for the speed of carriageway.

SLOW

IN ROADWORKFORCE

OUTSETTING

ROAD WORKSAHEAD