TYPICAL CROSS SECTION

NOT TO SCALE

Highway Boundary

Existing Ditch and Culvert System

New Highway Boundary Fencing

(min. 3m from E/W toe)

New Earthworks

Retaining Wall / Strengthened Earthworks

(Earthworks Solution 9/12)

Cycle / footpath

ALIGNMENT BASED ON DESIGN SPEED OF 50KPH

PLAN

SCALE 1:1000

LONG SECTION

SCALE: HORIZONTAL 1:1000, VERTICAL 1:250

Proposed Bridge

Drawing Number

Drawing Title

Scale at A1

Highways Agency

Alliance Document Reference Rev

Job Title

This map is reproduced from Ordnance Survey material with permission of Ordnance Survey

Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100030649 2015

NOTES LEGEND

TR010019 - 2.6

AS SHOWN

The Cube199 Wharfside StreetBirminghamB1 1RN

M4 JUNCTIONS 3 TO 12

SMART MOTORWAY

SIDE ROAD PLAN & PROFILE

REGULATIONS 5 (2) (o) 5 (2) (p) & 6 (2)

SHEET 8 OF 13

OLDWAY LANE

Rev # Revision DetailsRevision Date Drawn Check Review Appr'd

1. Do not scale from the drawing.

2. Ordnance Survey base mapping used.

3. New earthworks to be benched into existing (500mm

high steps).

4. Conventional earthwork slopes based on being 1:2

(vertical/horizontal) - to be confirmed by geotechnical

investigations at later stage.

5. New fence lines to be tied-in with the existing

boundary fences.

6. For details of M4 works see Mainline General

Arrangement sheets 1 - 61 in Engineering Design

Report.

7. For details of standardised earthworks solutions see

Earthworks Standard Details sheets 1 & 2.

8. Earthworks solutions to be confirmed by geotechnical

investigation at a later stage.

9. Existing carriageway, footways, kerbs and drainage

not forming part of the new works to be removed.

Such areas to be filled, topsoiled and seeded.

Order limits

Carriageway

FOR INDICATIVE DESIGN OF STRUCTURE

SEE ENGINEERING DESIGN REPORT.

PARAPET HEIGHT ABOVE STRING COURSE LEVEL TO BE 1.8M.

HEIGHT OF BRIDGE SUPERSTRUCTURE ABOVE SIDE ROAD.

LEVEL IS 4.75M.

0D

1R

16/01/15

16/02/15

1st Draft developed from PEI report

Updated

RPJ

RPJ

PW

PW

GM PW

GM

2R 17/12/14 Updated RPJ DC GMPW

3R 05/03/15 For review prior to DCO application RPJ DC GMPW

4F 20/03/15 Submitted with DCO application RPJ DC PW GM

Existing ground level

ALIGNMENT BASED ON DESIGN SPEED OF 60KPH

New Earthworks

Carriageway

TIE-IN POINT

TO EXISTING

TIE-IN POINT

TO EXISTING

TIE-IN POINT

TO EXISTING

PHASED CONSTRUCTION

REQUIRED TO KEEP WOOD LANE

OPEN TO TRAFFIC AT ALL TIMES

EXISTING RIGHT OF WAY TO BE

KEPT OPEN AT ALL TIMES

CONNECTION TO EXISTING

FOOTPATH NETWORK

PUBLIC RIGHT OF WAY TO BE

KEPT OPEN AT ALL TIMES

EXISTING PATH TO BE

ADAPTED TO SUIT

SOUTHERN

TIE-IN CH.0

NORTHERN

TIE-IN CH. 486

TYPICAL CROSS SECTION

NOT TO SCALE

PLAN

SCALE 1:1000

LONG SECTION

SCALE: HORIZONTAL 1:1000, VERTICAL 1:250

M4

TIE-IN TO EXISTING

FENCELINE

RETAINING WALL/

EARTHWORKS

SOLUTION 9/12

Proposed Bridge

Drawing Number

Drawing Title

Scale at A1

Highways Agency

Alliance Document Reference Rev

Job Title

This map is reproduced from Ordnance Survey material with permission of Ordnance Survey

Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100030649 2015

NOTES LEGEND

TR010019 - 2.6

AS SHOWN

The Cube199 Wharfside StreetBirminghamB1 1RN

M4 JUNCTIONS 3 TO 12

SMART MOTORWAY

SIDE ROAD PLAN & PROFILE

REGULATIONS 5 (2) (o) 5 (2) (p) & 6 (2)

SHEET 9 OF 13

WOOD LANE

Rev # Revision DetailsRevision Date Drawn Check Review Appr'd

1. Do not scale from the drawing.

2. Ordnance Survey base mapping used.

3. New earthworks to be benched into existing (500mm

high steps).

4. Conventional earthwork slopes based on being 1:2

(vertical/horizontal) - to be confirmed by geotechnical

investigations at later stage.

5. New fence lines to be tied-in with the existing

boundary fences.

6. For details of M4 works see Mainline General

Arrangement sheets 1 - 61 in Engineering Design

Report.

7. For details of standardised earthworks solutions see

Earthworks Standard Details sheets 1 & 2.

8. Earthworks solutions to be confirmed by geotechnical

investigation at a later stage.

9. Existing carriageway, footways, kerbs and drainage

not forming part of the new works to be removed.

Such areas to be filled, topsoiled and seeded.

Order limits

Retaining Wall / Strengthened Earthworks

(Earthworks Solution 9/12)

Cycle / footpath

New Highway Boundary Fencing (min.

3m from E/W toe)

FOR INDICATIVE DESIGN OF STRUCTURE

SEE ENGINEERING DESIGN REPORT.

PARAPET HEIGHT ABOVE STRING COURSE LEVEL TO BE 1.8m.

0D

1R

2R

29/08/14

28/10/14

17/12/14

Draft

Updated

Updated

RPJ

RPJ

RPJ

DC

PW

DC

GM

PW

PW

PW

GM

3R 05/03/15 For review prior to DCO application RPJ DC PW GM

4F 20/03/15 Submitted with DCO application RPJ DC PW GM

Existing ground level

Drawing Number

Drawing Title

Scale at A1

Highways Agency

Alliance Document Reference Rev

Job Title

This map is reproduced from Ordnance Survey material with permission of Ordnance Survey

Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100030649 2015

NOTES LEGEND

TR010019 - 2.6

AS SHOWN

The Cube199 Wharfside StreetBirminghamB1 1RN

M4 JUNCTIONS 3 TO 12

SMART MOTORWAY

SIDE ROAD PLAN & PROFILE

REGULATIONS 5 (2) (o) 5 (2) (p) & 6 (2)

SHEET 10 OF 13

DATCHET ROAD

514451-MUH-SR-ZZ-DR-GA-300608 4F

Rev # Revision DetailsRevision Date Drawn Check Review Appr'd

Order limits

New Highway Boundary Fencing

New Earthworks

Carriageway

TYPICAL CROSS SECTION

NOT TO SCALE

ALIGNMENT BASED ON DESIGN SPEED OF 70KPH

PLAN

SCALE 1:1000

LONG SECTION

SCALE: HORIZONTAL 1:1000, VERTICAL 1:250

PRIVATE

ACCESS

THE

MYRKE

NORTHERN

TIE-IN

CH.60

M

4

M

4

TIE-IN TO EXISTING

FENCELINE

Proposed Bridge

LE

VE

L=

34

.8

44

M

CH

AIN

AG

E=

24

6.5

23

M

1. Do not scale from the drawing.

2. Ordnance Survey base mapping used.

3. New earthworks to be benched into existing (500mm

high steps).

4. Conventional earthwork slopes based on being 1:2

(vertical/horizontal) - to be confirmed by geotechnical

investigations at later stage.

5. New fence lines to be tied-in with the existing

boundary fences.

6. For details of M4 works see Mainline General

Arrangement sheets 1 - 61 in Engineering Design

Report.

7. For details of standardised earthworks solutions see

Earthworks Standard Details sheets 1 & 2.

8. Earthworks solutions to be confirmed by geotechnical

investigation at a later stage.

9. Existing carriageway, footways, kerbs and drainage

not forming part of the new works to be removed.

Such areas to be filled, topsoiled and seeded.

0D

1R

2R

29/08/14

28/10/14

17/12/14

Draft

Updated

Updated

RPJ

RPJ

RPJ

DC

PW

DC

GM

PW

PW

PW

GM

3R 05/03/15 For review prior to DCO application RPJ DC PW GM

Existing ground level

4F 20/03/15 Submitted with DCO application RPJ DC PW GM

Drawing Number

Drawing Title

Scale at A1

Highways Agency

Alliance Document Reference Rev

Job Title

This map is reproduced from Ordnance Survey material with permission of Ordnance Survey

Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100030649 2015

NOTES LEGEND

TR010019 - 2.6

AS SHOWN

The Cube199 Wharfside StreetBirminghamB1 1RN

M4 JUNCTIONS 3 TO 12

SMART MOTORWAY

SIDE ROAD PLAN & PROFILE

REGULATIONS 5 (2) (o) 5 (2) (p) & 6 (2)

SHEET 11 OF 13

RECREATION GROUND ROAD

514451-MUH-SR-ZZ-DR-GA-300609 4F

Rev # Revision DetailsRevision Date Drawn Check Review Appr'd

M4

TYPICAL CROSS SECTION

NOT TO SCALE

MOTOCROSS AREA

TIE-IN POINT

TO EXISTING

EXISTING PASSING BAY TO

BE RECONSTRUCTED

ALIGNMENT BASED ON DESIGN SPEED OF 50KPH

M

4

M

4

LONG SECTION

SCALE: HORIZONTAL 1:1000, VERTICAL 1:250

PLAN

SCALE 1:1000

1. Do not scale from the drawing.

2. Ordnance Survey base mapping used.

3. New earthworks to be benched into existing (500mm

high steps).

4. Conventional earthwork slopes based on being 1:2

(vertical/horizontal) - to be confirmed by geotechnical

investigations at later stage.

5. New fence lines to be tied-in with the existing

boundary fences.

6. For details of M4 works see Mainline General

Arrangement sheets 1 - 61 in Engineering Design

Report.

7. For details of standardised earthworks solutions see

Earthworks Standard Details sheets 1 & 2.

8. Earthworks solutions to be confirmed by geotechnical

investigation at a later stage.

9. Existing carriageway, footways, kerbs and drainage

not forming part of the new works to be removed.

Such areas to be filled, topsoiled and seeded.

Order limits

Retaining Wall / Strengthened Earthworks

(Earthworks Solution 9/12)

Cycle / footpath

New Earthworks

Carriageway

Proposed Bridge

0D

1R

2R

29/08/14

28/10/14

17/12/14

Draft

Updated

Updated

RPJ

RPJ

RPJ

DC

PW

DC

GM

PW

PW

PW

GM

3R 05/03/15 For review prior to DCO application RPJ DC PW GM

4F 20/03/15 Submitted with DCO application RPJ DC PW GM

Existing ground level

M4

TYPICAL CROSS SECTION

NOT TO SCALE

TIE-IN POINT

TO EXISTING

TIE-IN POINT

TO EXISTING

TIE-IN POINT

TO EXISTING

ACCESS TRACK TO BE

KEPT OPEN AT ALL TIMES

EXISTING ACCESS ROAD TO BE

KEPT OPEN AT ALL TIMES

EXISTING JUNCTION

TO BE MODIFIED

ALIGNMENT BASED ON DESIGN SPEED OF 60KPH

RE

AD

IN

G

PLAN

SCALE 1:1000

LONG SECTION

SCALE: HORIZONTAL 1:1000, VERTICAL 1:250

RIDING

COURT

JUNCTION

TIE INTO

EXISTING

CH.110

FIELD

ACCESS

ACCESS

TRACK

ACCESS TO PROPOSED AGGREGATE EXTRACTION SITE TO

BE FORMED OFF RIDING COURT ROAD BY OTHERS. DETAILS

AND LOCATION OF JUNCTION TO BE CONFIRMED.

Drawing Number

Drawing Title

Scale at A1

Highways Agency

Alliance Document Reference Rev

Job Title

This map is reproduced from Ordnance Survey material with permission of Ordnance Survey

Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100030649 2015

NOTES LEGEND

TR010019 - 2.6

AS SHOWN

The Cube199 Wharfside StreetBirminghamB1 1RN

M4 JUNCTIONS 3 TO 12

SMART MOTORWAY

SIDE ROAD PLAN & PROFILE

REGULATIONS 5 (2) (o) 5 (2) (p) & 6 (2)

SHEET 12 OF 13

RIDING COURT ROAD

514451-MUH-SR-ZZ-DR-GA-300610

4F

Rev # Revision DetailsRevision Date Drawn Check Review Appr'd

1. Do not scale from the drawing.

2. Ordnance Survey base mapping used.

3. New earthworks to be benched into existing (500mm

high steps).

4. Conventional earthwork slopes based on being 1:2

(vertical/horizontal) - to be confirmed by geotechnical

investigations at later stage.

5. New fence lines to be tied-in with the existing

boundary fences.

6. For details of M4 works see Mainline General

Arrangement sheets 1 - 61 in Engineering Design

Report.

7. For details of standardised earthworks solutions see

Earthworks Standard Details sheets 1 & 2.

8. Earthworks solutions to be confirmed by geotechnical

investigation at a later stage.

9. Existing carriageway, footways, kerbs and drainage

not forming part of the new works to be removed.

Such areas to be filled, topsoiled and seeded.

Order limits

Retaining Wall / Strengthened Earthworks

(Earthworks Solution 9/12)

Cycle / footpath

New Earthworks

Carriageway

New Highway Boundary Fencing (min.

3m from E/W toe)

Proposed Bridge

FOR INDICATIVE DESIGN OF STRUCTURE

SEE ENGINEERING DESIGN REPORT.

PARAPET HEIGHT ABOVE STRING COURSE LEVEL TO BE 1m.

0D

1R

2R

29/08/14

28/10/14

17/12/14

Draft

Updated

Updated

RPJ

RPJ

RPJ

DC

PW

DC

GM

PW

PW

PW

GM

3R 05/03/15 For review prior to DCO application RPJ DC PW GM

Existing ground level

4F 20/03/15 Submitted with DCO application RPJ DC PW GM

PLAN

SCALE 1:1000

M4

M

4

ALIGNMENT BASED ON DESIGN SPEED OF 50KPH

TIE-IN POINT

TO EXISTING

ACCESS TO EXISTING PATH

TO BE MAINTAINED AT ALL

TIMES

Level Datum

=20.000m (A.O.D.)

TYPICAL CROSS SECTION

NOT TO SCALE

LONG SECTION

SCALE: HORIZONTAL 1:1000, VERTICAL 1:250

RE

AD

IN

G

TIE INTO

EXISTING

CH.135

TIE INTO

EXISTING

CH.273

M4

Drawing Number

Drawing Title

Scale at A1

Highways Agency

Alliance Document Reference Rev

Job Title

This map is reproduced from Ordnance Survey material with permission of Ordnance Survey

Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100030649 2015

NOTES LEGEND

TR010019 - 2.6

AS SHOWN

The Cube199 Wharfside StreetBirminghamB1 1RN

M4 JUNCTIONS 3 TO 12

SMART MOTORWAY

SIDE ROAD PLAN & PROFILE

REGULATIONS 5 (2) (o) 5 (2) (p) & 6 (2)

SHEET 13 OF 13

OLD SLADE LANE

Rev # Revision DetailsRevision Date Drawn Check Review Appr'd

1. Do not scale from the drawing.

2. Ordnance Survey base mapping used.

3. New earthworks to be benched into existing (500mm

high steps).

4. Conventional earthwork slopes based on being 1:2

(vertical/horizontal) - to be confirmed by geotechnical

investigations at later stage.

5. New fence lines to be tied-in with the existing

boundary fences.

6. For details of M4 works see Mainline General

Arrangement sheets 1 - 61 in Engineering Design

Report.

7. For details of standardised earthworks solutions see

Earthworks Standard Details sheets 1 & 2.

8. Earthworks solutions to be confirmed by geotechnical

investigation at a later stage.

9. Existing carriageway, footways, kerbs and drainage

not forming part of the new works to be removed.

Such areas to be filled, topsoiled and seeded.

Carriageway

Proposed Bridge

Order limits

0D

1R

2R

29/08/14

28/10/14

17/12/14

Draft

Updated

Updated

RPJ

RPJ

RPJ

DC

PW

DC

GM

PW

PW

PW

GM

3R 05/03/15 For review prior to DCO application RPJ DC PW GM

4F 20/03/15 Submitted with DCO application RPJ DC PW GM

Existing ground level

514451-MUH-SR-ZZ-DR-GA-300606_Rev.4R - Oldway Lane514451-MUH-SR-ZZ-DR-GA-300607_Rev.4F - Wood Lane514451-MUH-SR-ZZ-DR-GA-300608_Rev.4F - Datchet Road514451-MUH-SR-ZZ-DR-GA-300609_Rev.4F - Recreation Ground514451-MUH-SR-ZZ-DR-GA-300610_Rev.4F - Riding Court Road514451-MUH-SR-ZZ-DR-GA-300611_Rev.4F - Old Slade Lane