M4 junctions 3 to 12 smart motorway Engineering and design ... · smart motorway Engineering and design report annexes Annex General arrangement drawings 2. Underbridge General Arrangements

M4 junctions 3 to 12smart motorway

Engineering and design report annexes

Annex

General arrangement drawings

2. Underbridge General

Arrangements

N

Drawing Number

Drawing Title

Scale at A1

Highways Agency

Alliance Document Reference Rev

Job Title

NOTES

The Cube

199 Wharfside Street

Birmingham

B1 1RN

M4 JUNCTIONS 3 TO 12

SMART MOTORWAY

Rev # Revision DetailsRevision Date Drawn Check Review Appr'd

KEY PLANNOT TO SCALE

NTS

UNDERBRIDGE

GENERAL ARRANGEMENTKEY PLAN

2FIBJDZPOH13/02/15 Approval In Principle0D

!"#$%&"''()*+,

*,&-.+/'$)+!"#$%&"''()*+,

*,&-.+/'$)+

0 %12345/*627/(8946:6;9<4 = $51>47?5/$6@1

A #12>B47/#C>B46D E !28<>47/&8D46@128<4/FC:G27

H I;895J6/*628@1/,2;>G27/(8946:6;9<4 K !28<>47/&8D46@128<4/(8946:6;9<45

L I2D46/289/.25/)2;8/FC:G27 M F;N5J8/,J29/FC:G27

5 I2D46/)2;8/FC:G27

4

32

6

7

89

GMASZPEF05/03/15 For Review Prior To DCO Application1R

GMASZPEF20/3/15 Submitted with DCO Application2F

2153 3810 3810 3810 3810 3810 3810 3810

SECTION AT INTERMEDIATE PIER SECTION AT CENTRE OF SPAN

PROPOSED

PILE CAP

AND PILES

7800

38784

TOTAL PROPOSED WIDTH INCLUDING EDGE BEAMS

7809

WIDENED STRUCTURE

30975

EXTENT OF EXISTING DECK (INCLUDING EDGE BEAM)

500

N2 PARAPET

1200

SET BACK & HARD STRIP

3650 3500 3400 3200 3000

2153

NEW RCB

216mm RC DECK.

19mm HOT ROLLED

ASPHALT. 38mm

PROPOSED PIER

℄ OF EXISTING STRUCTURE

1200

SET BACK & HARD STRIP

3650350034003200350 1670

FOOTWAY

250

2500

CYCLE WAY / FOOTWAY

38104000

2150

3500

R2000

4500

25000

2500

7810

STRENGTHENED

EARTHWORK

EMBANKMENT

CONCRETE STAIRS ON

RC WING WALL / RECO WALL

NEW DECK WIDENING

EXISTING EDGE BEAM

PEDESTRIAN PARAPET

COMBINED CYCLE / FOOTWAY

N2 VEHICLE PARAPET

STRENGTHENED EARTHWORK EMBANKMENT

CONCRETE STAIRS ON

RC WING WALL / RECO WALL

CENTRAL RESERVE

MOVED NORTH 3.5m

EXISTING SOUTH EAST

ACCESS STEPS

RELOCATE 600mm DRAINAGE OUTLET WHICH

IS LOCATED NEXT TO EXISTING FOUNDATION

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

200mm Ø MP GAS PIPE LINE

7.00m

(APPROX.)

Tele

OH

Tele O

H

Tele OH

11587 82334 11587

RIVER THAMES

105508

ABUTMENT WALLS, INTERMEDIATE

PIERS AND PILED FOUNDATIONS

EXTENDED ON NORTH SIDE TO

SUPPORT THE NEW GIRDERS.

1 IN 100 YEAR FLOOD LEVEL22.82m AOD

2153 3810 3810 3810 3810 3810 3810 3810 2153

11450

CARRIAGEWAY

11450

CARRIAGEWAY

2663

VERGE250

EXISTING LIGHTING

6080

AP

PR

OX

.

2460

AP

PR

OX

.

1945

AP

PR

OX

.

2250

CENTRAL RESERVE

30976

SECTION AT INTERMEDIATE PIER SECTION AT CENTRE OF SPAN

NOTE:

·THE EXISTING STRUCTURE HAS

THREE RUNNING LANES AND NO

HARD SHOULDER (BOTH SIDES)

1670

FOOTWAY

2663

VERGE250

1670

FOOTWAY

℄ OF EXISTING STRUCTURE

30975

EXISTING STRUCTURE

8700

EXISTING

EMBANKMENT

STRENGTHENED

EARTHWORK

EMBANKMENT

MADE UP

GROUND

7809*

WIDENED STRUCTURE

EXISTING

GROUND LEVEL

VARIES

2500

STAIRS

2500

(AP

PR

OX

.)

200mmØ MP STEEL GAS PIPELINE

15000

(APPROX.)

PROPOSED SECTION A-A1:200

THAMES BRAY UNDERBRIDGE PLAN1:500

A

A

N

NORTH ELEVATION1:250

EXISTING SECTION A-A1:200

PROPOSED SECTION B-B1:200

RIVER

THAM

ES FLOW

M4 EASTBOUND

M4 WESTBOUND

B

B

Drawing Number

Drawing Title

Scale at A1

Highways Agency


NOTESJob Title

514451-MUH-ST-S2-DR-UB-301337AS SHOWN

The Cube


Birmingham

B1 1RN

M4 J3 to J12

SMART MOTORWAY

THAMES BRAY

UNDERBRIDGE WIDENINGGENERAL ARRANGEMENT

514451-MUH-ST-S2-DR-UB-301337 2FRev # Revision DetailsRevision Date Drawn Check Review Appr'd

0D Approval In Principle13/02/15 EF ZP AS IB

1R For Review Prior To DCO Application05/03/15 EF ZP AS GM

2F Submitted with DCO Application20/03/15 EF ZP AS GM

1. All dimensions are in millimetres, all levels chainages and co-ordinates are in metres unless otherwise stated.

2. Proposals and details shown are preliminary.

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water PM

Water CW

Water CW

Water CW

Water CW

Water CW

Water CW

Water CW

Water CW

Water CW

Water CW

Sewer FW

Sewer FW Sewer FW Sewer FW Sewer FW Sewer FW

Sewer FW

Sewer FW

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

1330

TAPER

3650

LANE 1

3500

LANE 2

3400

LANE 3

3200

LANE 4

2600

CENTRAL RESERVE 3200

LANE 4

3400

LANE 3

3500

LANE 2

3650

LANE 1

930

TAPER 3650

ON SLIP ROAD

3650

OFF SLIP ROAD

PROPOSED CARRIAGEWAY

915

H/S

3125

SLIP ROAD

1745

TAPER

3625

LANE 2

3395

LANE 3

3365

CENTRAL RESERVE

3525

LANE 3

3625

LANE 2

3665

LANE 1

940

TAPER

2995

SLIP ROAD

860

H/S

EXISTING CARRIAGEWAY

3715

LANE 1

600600500

13750


13750


5006003650

ON SLIP ROAD

930

TAPER

3650

LANE 1

3500

LANE 2

3400

LANE 3

3200

LANE 4

3650

LANE 1

3500

LANE 2

3400

LANE 3

3200

LANE 4

2600

CENTRAL

RESERVE600 3650

OFF SLIP ROAD

1330

TAPER

3430

PROPOSED EXTENSION36720 (EXISTING STRUCTURE)

2910

PROPOSED EXTENSION

SECTION A-A PROPOSED CHALVEY CULVERTSCALE: 1:100

PLAN OF CHALVEY CULVERTSCALE: 1:100

VE

RG

E

VE

RG

E

EXISTING HEADWALL AND DECK

SLAB TO BE DEMOLISHED

N2 PARAPET

RIGID CONCRETE BARRIER

N2 PARAPET

EXISTING EDGE

OF CARRIAGEWAY

EXISTING WING WALLS

AND HEAD WALLS

TO BE DEMOLISHED

NEW HEAD WALL

AND WING WALLS

N2 ROAD RESTRAINT

BARRIER

NEW EDGE OF

PROPOSED

CARRIAGEWAY

NEW HEAD WALL

AND WING WALLS

CHALVEY DITCH

EXISTING WING WALLS

AND HEAD WALLS TO BE

DEMOLISHED

EXISTING COMMS

CABLES

N2 ROAD RESTRAINT

BARRIER

WEST BOUNDEAST BOUND H/S

H/S

M4

EA

ST

BO

UN

D

M4

WE

ST

BO

UN

D

3660610 610

380

39352870

610

4880

EXISTING SECTION B-BSCALE: 1:50

PROPOSED ELEVATION C-CSCALE: 1:50

4000 40003660

N2 PARAPET N2 ROAD

RESTRAINT

BARRIER

WINGWALL

EMBANKMENT WIDENING

AND DITCH REALIGNMENT

(TBC)

EMBANKMENT WIDENING AND

DITCH REALIGNMENT (TBC)

EMBANKMENT WIDENING AND

DITCH REALIGNMENT (TBC)

WATER LEVEL

(VARIES)

WATER LEVEL

(VARIES)

16.990m AOD

1

11

1

STEEPENED

SLOPES (TBC)

EXISTING HEADWALL AND DECK

SLAB TO BE DEMOLISHED

CARRIAGEWAY

LEVEL

21.815m

890

AP

PR

OX

20mm FILLED AND SEALED HEADWALL JOINTS

INVERT SLAB

N2 PARAPET

INVERT SLAB

N2 PARAPET

EXISTING

INVERT SLAB

MIN

610

MA

X 6

60

MIN

650

MA

X 7

10

21.860m21.790m

21.860m

PROPOSED

INVERT SLAB

455

1245

00

16.990m AOD

EMBANKMENT WIDENING

AND DITCH REALIGNMENT

(TBC)

Drawing Number

Drawing Title

Scale at A1

Highways Agency


NOTESJob Title


The Cube


Birmingham

B1 1RN

M4 J3 to J12

SMART MOTORWAY

CHALVEY CULVERT

WIDENINGGENERAL ARRANGEMENT


0D Approval In Principle13/02/15 RR IC


LOCATION PLANSCALE: 1:1250

N




PROPOSED

PIERS

PROPOSED

PIERS

PROPOSED

PIERS

PROPOSED

PIERS

ASYMMETRIC FOUNDATION WIDENING TO PROVIDE CONSTRUCTION CLEARANCE

TO RAILWAY (SEE ELEVATION OF CENTRAL SPAN SHOWING EXISTING RAIL

CLEARANCE SD/022)

PROPOSED

ABUTMENT

PROPOSED

ABUTMENT

HV ELECTRIC

MAINS

WINDSOR RAILWAY UNDERBRIDGE

HV ELEC MAINS

M4 WESTBOUND

BT TELEPHONE ORNRTS LONGITUDINAL

Sewer SS

Sewer SS

Sewer SS

Sew

er S

S

M4 EASTBOUND

WIDENED

STRUCTURE

CENTRAL RESERVATION

MOVED 5.7m SOUTH

13720 15265

8850

WID

EN

ING

600

WIDENED

EMBANKMENTWIDENED

EMBANKMENT

14720 14720 13720

Ele

c H

V

Ele

c H

V

Ele

c H

V

Ele

c H

V

Ele

c H

V

Ele

c H

V

Ele

c H

V

Ele

c H

V

Ele

c H

V

Elec H

V

Ele

c HV

Tele GE Tele GE Tele GE Tele GE Tele GE Tele GE Tele GE Tele GE Tele GE Tele GE Tele GE Tele GE

36100

(APPROXIMATE)

8850

REQUIRED WIDENING

600

PARAPET

1200

VERGE3650

(APPROXIMATE)13750

CARRIAGEWAY

2600

CENTRAL RESERVE

13750

CARRIAGEWAY

5800-6600

(APPROXIMATE)600

PARAPET

EXISTING

VERGE

EXISTING BRIDGE SLAB WILL NEED REPLACEMENT.

IN-SITU RC STITCHED INTO DECK PROPOSED

R.C. PIERS

R.C. CROSSHEAD

R.C. PILECAP SET AT

MINIMUM DEPTH TO

REDUCE EXAVATION

RCB

EXISTING ENVIRONMENTAL

BARRIER2.5% FALL2.5% FALL

1000

HARD STRIP

2000

PLAN SHOWING PROPOSED BRIDGE WIDENING1:1000

PROPOSED SECTION A-A1:150

SOUTH ELEVATION1:150

(DRAWN SQUARE TO SUBSTRUCTURE)

WINDSOR BRANCH RAILWAY UNDERBRIDGE PLAN1:500

A

N

A

Drawing Number

Drawing Title

Scale at A1

Highways Agency


NOTESJob Title


The Cube


Birmingham

B1 1RN

M4 J3 to J12

SMART MOTORWAY

WINDSOR BRANCH RAILWAYUNDERBRIDGE WIDENING

GENERAL ARRANGEMENT


0D Approval In Principle13/02/15 SD KS ZP IB





CENTRAL

RESERVE

VE

RG

E

HA

RD

ST

RIP

VE

RG

E

HA

RD

ST

RIP

NEW MANHOLE

EXISTING PIPES

C

MOTORWAY

L

HIGHWAY BOUNDARY

HIGHWAY BOUNDARY

DITCH

NEW MANHOLE

REALIGNED

DITCH

1300

WO

RK

ING

WID

TH

600

600

3200

LANE 4

2600

3400

LANE 3

3500

LANE 2

3200

LANE 4

3400

LANE 3

3500

LANE 2

3650

LANE 1

600

600

1300

WO

RK

ING

WID

TH

3650

LANE 1

13750 13750

32500

2340

PROPOSED WIDENING TO SOUTH WEST

1210

PROPOSED WIDENING TO NORTH EAST

38147

NEW REINFORCED

CONCRETE BARRIER

EXISTING

MANHOLES

EXISTING

MANHOLE

5547 3241

C

MOTORWAY

L

HIGHWAY BOUNDARY

HIGHWAY BOUNDARY

EXISTING

4000x1370

MANHOLE

EXISTING

1220x1370

MANHOLE

DITCH

DITCH

8113 5480

32652842

HS

2761

HS

30099

34595

3233

LANE 3

3661

LANE 2

3660

LANE 1

3326

LANE 3

3694

LANE 2

3658

LANE 1

2802

REINFORCED

CONCRETE PLINTHS

MAINS PIPES

EXISTING

MANHOLE

254mm DIAMETER

PIPE

305mm DIAMETER

PIPE

254mm DIAMETER

PIPE

MANHOLE

610

915

4572

REINFORCED

CONCRETE PLINTHS

610

SU

BW

AY

WA

LL

C

CULVERT

L

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

610SUBWAY WALL

CCULVERT

L

Wate

r P

M

Wate

r P

M

Wate

r PMSECTION A-A

PROPOSED WIDENING AND LANE ALIGNMENTS1:100

SECTION A-AEXISTING SUBWAY AND LANE ALIGNMENTS

1:100

BB

SECTION B-B1:25

PLAN1:100

NEW MANHOLE

OLD MANHOLE

DEMOLISHED

AND SEALED

1210 WIDENING

M4

EA

ST

BO

UN

D

M4

WE

ST

BO

UN

D

EXISTING WATER AND

GAS MAIN SUBWAY

NEW KERB

LINE

1300 600600W

OR

KIN

G W

IDT

H

VE

RG

E

HA

RD

ST

RIP

2340 WIDENING

NEW KERB

LINE

OLD MANHOLES

DEMOLISHED

AND SEALED

NEW MANHOLE

1300600 600

WO

RK

ING

WID

TH

VE

RG

E

HA

RD

ST

RIP

EXISTING

CARRIAGEWAY


MARKINGHIGHWAY BOUNDARY

HIGHWAY BOUNDARY

5547

3241


0D Approval In Principle13/02/15 RR GH ZP IB


Drawing Number

Drawing Title

Scale at A1

Highways Agency


NOTESJob Title


The Cube


Birmingham

B1 1RN

M4 J3 to J12

SMART MOTORWAY

WATER AND GAS MAIN SUBWAY

GENERAL ARRANGEMENT






LOCATION PLAN1:1250

N

THE MYRKE

DATCHET ROAD

OVERBRIDGE

3554 (SKEW)

LANE 2

13949 (SKEW)

13750 (SQUARE)

3452 (SKEW)

LANE 3

3249 (SKEW)

LANE 4

3249 (SKEW)

LANE 4

3452 (SKEW)

LANE 3

3554 (SKEW)

LANE 2

3703(SKEW)

LANE 1

2638 (SKEW)

2600 (SQUARE)

13949 (SKEW)

13750 (SQUARE)

32971 (SKEW)

32500 (SQUARE)

609 (SKEW)

600 (SQUARE)

609 (SKEW)

600 (SQUARE)

1320 (SKEW)

1300 (SQUARE)

609 (SKEW)

600 (SQUARE)

609 (SKEW)

600 (SQUARE)

2365 (SKEW)

PROPOSED WIDENING TO SOUTH

4220 (SKEW)

PROPOSED WIDENING TO NORTH

1320 (SKEW)

1300 (SQUARE)

2576 (SKEW)2586 (SKEW)

3703 (SKEW)

LANE 1

NEW REINFORCED

CONCRETE BARRIER

C

MOTORWAY

CENTRAL

RESERVE

VERGE

HARD STRIP

VERGE

HARD STRIP

HIGHWAY BOUNDARY

WORKING WIDTH

WORKING WIDTH

HIGHWAY BOUNDARY

915

610

3353

C

CULVERT

10° SKEW ANGLE

Tele

GE

Tele

GE

Tele

GE

WATER MAIN

3336 (SKEW)

LANE 3

3600 (SKEW)

LANE 2

3757 (SKEW)

LANE 1

13519 (SKEW)

3321 (SKEW)

LANE 3

3760 (SKEW)

LANE 2

3627 (SKEW)

LANE 1

6554 (SKEW)

2826 (SKEW)

30535 (SKEW)

3499 (SKEW) 13518 (SKEW)

2810 (SKEW)

6382 (SKEW)

EXISTING

4000x1370

MANHOLE

31922

REINFORCED CONCRETE

PLINTHS

520mm

WATER MAIN

C

MOTORWAY

CENTRAL

RESERVE

WESTBOUND CARRIAGEWAY EASTBOUND CARRIAGEWAY

HIGHWAY BOUNDARY

HIGHWAY BOUNDARY

NOTE:

SKEW ANGLE = 10°

L

NORTHBOUND HS SOUTHBOUND HS

C

CULVERT

10° SKEW ANGLE

Wate

r PMT

ele

GE

Tel

e G

E

Tel

e G

E

Tele G

E

Tele G

E

Tele G

E

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Tele G

E

Tele G

E

Tele G

E

Tele G

E

Tele G

E

Tele G

E

Tele

GE

Tele G

E

Tele G

E

Tele G

E

Tele G

E

Wat

er P

M

Wate

r PM

Water PM

Wate

r PM

Tele

GE

Tel

e G

E

Tel

e G

E

Tele G

E

Tele G

E

Tele GE

Tele GE

Ele

c LV

Ele

c LV

SECTION A-APROPOSED WIDENING AND LANE ALIGNMENTS

1:100

SECTION A-AEXISTING SUBWAY AND LANE ALIGNMENTS

1:100

BB

SECTION B-B1:25

PLAN1:100

NEW MANHOLE

NEW KERB

LINE

OLD MANHOLE

DEMOLISHED

AND SEALED

6001300

600

WO

RK

ING

WID

TH

VE

RG

E

HA

RD

ST

RIP

M4 T

O LO

ND

ON

M4 T

O B

RIS

TO

L

EXISTING WATER

MAIN SUBWAY

305

SU

BW

AY

WA

LL

NEW KERB

LINE

4220 WIDENING 2365 WIDENING

600 1300

600 WO

RK

ING

WID

TH

VE

RG

E

HA

RD

ST

RIP

NEW MANHOLE

OLD MANHOLE

DEMOLISHED

AND SEALED

NEW MANHOLE

END OF EXISTING

STRUCTURE

EXISTING

MANHOLE WATER MAIN

END OF EXISTING

STRUCTURE

520mm DIAMETER

WATER MAIN

MANHOLE

EXISTING

1220x1370

MANHOLE

NEW MANHOLE

EXISTING

MANHOLE

HIGHWAY

BOUNDARY

HIGHWAY

BOUNDARY

REINFORCED CONCRETE

PLINTH

EXISTING

CARRIAGEWAY


MARKING

25862576

Drawing Number

Drawing Title

Scale at A1

Highways Agency


NOTESJob Title


The Cube


Birmingham

B1 1RN

M4 J3 to J12

SMART MOTORWAY

WATER MAIN SUBWAY

GENERAL ARRANGEMENT


0D Approval In Principle13/02/15 RR GH ZP IB




LOCATION PLAN1:1250

N

ALLO

TME

NTS

Tele

LD

Tele

LD

Gas L

P

Gas L

P

Gas L

P

Gas M

PG

as M

PG

as M

P

Wate

r C

WW

ate

r C

W

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Ele

c L

V

Ele

c L

V

Elec LVEle

c L

V

Ele

c H

VE

lec H

V

6001300 1271

H/S

3689

LANE 3

3426

LANE 2

3426

LANE 1

1100 1385 1148 3251

LANE 1

3768

LANE 2

3681

LANE 3

1885

H/S

600 1300 11331

MAJOR'S FARM Rd.

6913

55781

EXISTING CULVERT LENGTH

10541


3633

CENTRAL RESERVE

10700


3389

WEST BOUND

1524

150

NORTH

LVL 16.154

EAST BOUND

SOUTH

1200

PROPOSED

EXTENSION

6001300 1000

H/S

3558

LANE 3

3456

LANE 2

3253

LANE 1

3710

LANE 4

614 1385 631

13976


2629

CENTRAL RESERVE

13989


6001000

H/S

3558

LANE 3

3456

LANE 2

3266

LANE 1

3709

LANE 4

11335

MAJOR'S FARM Rd.69132954

55778

EXISTING CULVERT LENGTH

WEST BOUND

BO

UN

DA

RY

FE

NC

E

LVL 16.154

NORTH

EAST BOUND

SOUTH

Drawing Number

Drawing Title

Scale at A1

Highways Agency


NOTESJob Title


The Cube


Birmingham

B1 1RN

M4 J4 to J12

SMART MOTORWAY

ASHLEY'S ARCH WIDENING

GENERAL ARRANGEMENT

514451-MUH-ST-SX-DR-UB-301332 2FRev # Revision DetailsRevision Date Drawn Check Review Appr'd

0D Approval In Principle13/02/15 SA ZP JD JG


PLAN OF ASHLEY'S ARCH CULVERTSCALE: 1:200

N




55778

A

M4

EA

ST

BO

UN

D

M4

WE

ST

BO

UN

D

ASHLEY'S ARCH CULVERT

ASHLEY'S ARCH UNDERBRIDGE


SECTION A-A PROPOSED ASHLEY'S ARCH CULVERTSCALE: 1:100

SECTION A-A EXISTING ASHLEY'S ARCH CULVERTSCALE: 1:100

EXISTING SUBWAY,

APPROACH RAMP AND

WALLS BROKEN DOWN

TO BASE SLAB LEVEL

2350

22

50

EX

IST

ING

(TO

BE

RE

TA

INE

D

TH

RO

UG

H W

IDE

NIN

G)

CL

PROPOSED WINGWALLS

TO RETAIN EMBANKMENT

TOP OF EMBANKMENT

N2 VEHICLE RESTRAINT

SYSTEMKEY CLAMP FOR PEDESTRIAN PROTECTION

2 NO. BORED PILES

PROPOSED

PILE CAP

50

PEDESTRIAN PARAPET

EXISTING LIGHTING

UNITS

29001750 1750

PEDESTRIAN PARAPET

1

1 MIN

1

1 MIN

REINFORCED

EMBANKMENT SLOPE

29002450 NORTH

1000

EXISTING SUBWAY SECTION EXISTING APPROACH RAMP (4300 MIN)

1450 NORTH

1350 SOUTH600 1300

34

5

N 28.33

S 27.91

N 30.58

S 30.16

15

2

3000

WIDENING 1750 NORTH

2100 SOUTH

1900 10001000 1900

KE

RB

HA

RD

ST

RIP

KE

RB

TO

P O

F E

MB

AN

KM

EN

T

HA

RD

ST

RIP

BA

SE

OF

WID

EN

ED

EM

BA

NK

ME

NT

EX

IST

ING

KE

RB

EX

IST

ING

KE

RB

25230 EXISTING CARRIAGEWAY

30100 PROPOSED CARRAIGEWAY

TO

P O

F E

MB

AN

KM

EN

T

M4

EA

ST

BO

UN

D

M4

WE

ST

BO

UN

D

EXISTING

FOOTBRIDGE

REINFORCED

EMBANKMENT

WIDENING

3000 PILECAP

N2 ROAD RESTRAINT

BARRIER N2 ROAD RESTRAINT

BARRIER

NEW

WINGWALL

NEW

WINGWALL3000 PILECAP

EXISTING

FOOTBRIDGE

BA

SE

OF

WID

EN

ED

EM

BA

NK

ME

NT

Sewer FW

Sewer FW

Sewer FW

Sewer FW

Sewer FW

Sewer FW

Sewer FW

Te

le G

ET

ele

GE

Te

le G

ET

ele

GE

Te

le G

ET

ele

GE

Te

le G

E

EXISTING SUBWAY

BASE SLAB

EXISTING SUBWAY

WALL

WIDENING WALL CAST

CONTINUOUS WITH

EXISTING SUBWAY WALL

20mm JOINT WITH

COMPRESSIBLE PILLER

BETWEEN NEW PILECAP

AND EXISTING

WINGWALL BASE SLAB

EXISTING WINGWALL

BASE SLAB

NEW PILECAP

Tele GE

Tele GETele GE

PROPOSED WING

WALL

EXISTING FOOT-

BRIDGE ABUTMENT

REINFORCED

EMBANKMENT SLOPE

KEY CLAMP FOR PEDESTRIAN PROTECTION

(PARTIALLY OMITTED FOR CLARITY)

1

1 MIN

TOP OF

EMBANKMENT

HARD

STRIP

2500 SOUTHCARRIAGEWAY

WIDENING

AA

AA

SET

BACKWORKING

WIDTH (W4)

BB

B B

N2 VEHICLE

RESTRAINT

SYSTEM

EXISTING

FOOTBRIDGE

BORED PILES

PROPOSED

PILECAP

EXISTING IN-SITU SECTION OF DECK SLAB

POORLY REINFORCED. EXISTING IN-SITU

CONCRETE TO BE BROKEN OUT AND TIED

INTO WIDENED STRUCTURE.

EXISTING

PRECAST SLAB

EXISTING IN-SITU CONCRETE BROKEN OUT TO

ALLOW LAP WITH NEW DECK REINFORCEMENTEXISTING EMBANKMENT SLOPE

N 31.94

S 31.26

EXISTING WINGWALLS BROKEN

DOWN AND CAPPED OFF AT

BASE SLAB LEVEL

PEDESTRIAN

PARAPET

3.65m

LANE 1

3.5m

LANE 2

3.4m

LANE 3

3.2m

LANE 4

CENTRAL

RESERVE

3.2m

LANE 4

3.4m

LANE 3

3.5m

LANE 2

3.65m

LANE 1

SECTION A-A(PROPOSED)

SCALE: 1:50

SECTION B-B(PROPOSED PEDESTRIAN UNDERPASS WIDENING)

SCALE: 1:50

PLAN SHOWING PROPOSED PEDESTRIAN SUBWAY WIDENINGSCALE: 1:100

C.J

DETAIL 1SCALE: 1:25

Drawing Number

Drawing Title

Scale at A1

Highways Agency


NOTESJob Title


The Cube


Birmingham

B1 1RN

M4 J3 to J12

MANAGED MOTORWAY

LANGLEY INTERCHANGE

SUBWAY WIDENING GENERAL ARRANGEMENT


0D Approval In Principle13/02/15 SD ZP JD JG






N

2347088403700 8840 3700

6332

MIN

HE

AD

RO

OM

TO

MA

TC

H

EX

IST

ING

EXISTING INTEGRAL

DECK AND PIER

EXISTING STRUCTURE

EXISTING SPREAD

FOUNDATION

9190

CARRIAGEWAY SKEW WIDTH

PROPOSED

ABUTMENT

PROPOSED

PROFILED

STEEL GIRDER

PROPOSED

PIER

PROPOSED

CONCRETE

DIAPHRAGM

BURIED SPREADER BEAM/SLAB

(WEST BRIDGE ONLY)

PROPOSED

RUN ON SLAB

C

PROPOSED

SPLICE

L

1350

PROPOSED STRUCTURE

PROPOSED PILECAP

INDEPENDENT FROM

EXISTING SPREAD

FOUNDATION

EXISTING BANKSEAT

STRUT

NEW EMBANKMENT

NEW RETAINING WALL

NEW EMBANKMENT

PEDESTRIAN UNDERPASS WIDENING

BRIDGE WIDENING

BRIDGE WIDENING

NEW RETAINING WALL

NEW RETAINING WALL

NEW RETAINING WALL

LANGLEY UNDERBRIDGE (EAST)

LANGLEY UNDERBRIDGE (WEST)

WIDENED STRUCTURE

M4 WESTBOUND

VEHICLE RESTRAINT

SYSTEM (TYP.)

M4 EASTBOUND

A

A

C

PIERL

C

PIERL

L

WIDENED

STRUCTURE

PROPOSED

RUN ON SLAB (TYP)

C

ABUTM

ENTL

C

PIER

L

C

PIER

L

PROPOSED

PROFILED

STEEL GIRDER

CL

MAINTENANCE ACCESS STAIRS

AND PLATFORM (TYP)

MAINTENANCE ACCESS

STAIRS AND PLATFORM (TYP)

C

ABUTMENT

Elec HV

Elec HV

Elec HV

Elec HV

Elec HV Elec H

V

Ele

c HV

Ele

c HV

Ele

c HV

Ele

c HV

Ele

c HV

Ele

c HV

Ele

c H

VE

lec H

V

Tele

BD

Tele BD

Tele

BD

Tele

BD

Tele

BD

Tele

BD

Tele

BD

Tele

BD

Tele

BD

Tele

BD

Tele

BD

Tele

BD

Tele

BD

Ele

c L

VE

lec L

V

Ele

c LV

Ele

c LV

Ele

c LV

Ele

c LV

Ele

c LV

Ele

c LV

Ele

c LV

Ele

c LV

Elec

LV

Elec

LV

Elec

LV

Wate

r C

W

Wate

r C

W

Wate

r C

W

Wate

r C

W

Wate

r C

W

Wate

r C

W

Wate

r C

W

Wate

r C

W

Wate

r C

W

Wate

r C

W

Wate

r C

W

Tele GE

Tele GE

Tele GE

Tele GE

Tele G

E

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele G

E

Tele G

E

Tele G

E

Tele G

E

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GE

Tele GETele GE

Tele GE

Tele GE

Wat

er C

W

Wat

er C

W

Wat

er C

W

Wat

er C

W

Wat

er C

W

Wat

er C

W

Wat

er C

W

Wat

er C

W

Wat

er C

W

Wat

er C

W

Wate

r C

W

VEHICLE RESTRAINT

SYSTEM (TYP.)

C

ABUTMENT

PROPOSED PROFILED

STEEL GIRDER

EXISTING

CENTRAL

RESERVE

ABUTM

ENT

L

1200

VERGE

FALL 1 IN 40

15450


F.R.L.

3962

EXISTING

CENTRAL

RESERVE32003400350036501000

1200

VERGE

FALL 1 IN 40

15450


3400 3500

1000

PROPOSED PIER PROPOSED PIER

700 700

5680

WIDENED STRUCTURE

5680

WIDENED STRUCTURE

500

PLINTH

3200 3650

500

PLINTH

FALL 1 IN 40 FALL 1 IN 40

CJ CJ

WATERPROOFING

MEMBRANE

WATERPROOFING

MEMBRANE

PROPOSED

PILECAP

AND PILES

PLAN SHOWING PROPOSED BRIDGE WIDENING1:1000

ELEVATION1:150

SECTION A-A1:150

N

LANGLEY INTERCHANGE EAST PLAN(WEST BRIDGE WIDENING SIMILAR)

1:250

N

Drawing Number

Drawing Title

Scale at A1

Highways Agency


NOTESJob Title


The Cube


Birmingham

B1 1RN

M4 J3 to J12

SMART MOTORWAY

LANGLEY INTERCHANGEUNDERBRIDGES WIDENING


0D Approval In Principle13/02/15 RD LA MS ZP





Ele

c HV

Ele

c HV

Ele

c HV

Ele

c HV

Ele

c HV

Ele

c HV

Ele

c HV

Ele

c HV

Ele

c HV

Sew

er FW

Sew

er FW

Sew

er FW

Sew

er FW

Sew

er FW

Sew

er FW

Sew

er FW

Sew

er FW

Sew

er FW

Sew

er FW

Gas LHP

Gas LHP

Gas LP

Gas LP

Gas LP

Gas LP

Gas LP

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Gas

LP

Gas MP

Gas MP

Gas MP

Gas

MP

Gas

MP

Gas

MP

Gas

MP

Gas

MP

Gas

MP

Gas

MP

Gas

MP

Gas

MP

Gas

MP

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Tele

GE

Gas LHP Gas LHP Gas LHP Gas LHP Gas LHP Gas LHP Gas LHP Gas LHP Gas LHP Gas LHP Gas LHP

Ele

c LV

Ele

c LV

BT UNDERGROUND

PLANT

NATIONAL GRID

COMPOUND FENCE

M4 WESTBOUND

FOUL WATER

DRAIN

BORED PILES

GAS

EXISTING KERB LINE

NEW KERB LINE

12500 CLEAR SPAN

28°

60

0 H

/S

16

50

VE

RG

E5

00

UNKNOWN 200mm PIPE

(ASSUMED COMMS CABLES)

EXISTING

SUBWAY

36

47

20

00

VA

RIE

S

PROTECTION

SLABS/MAINTENANCE

ACCESS ROUTE

STRENGTHENED

EARTHWORK SLOPEGAS LHP MAINS

EXISTING WING WALL

EXISTING

WING WALL

GAS

BUS COMPOUND

BOUNDARY FENCE

APPROACH RAMP WALLS

31

00

SUBWAY WIDENING

GAS

WATER

ELECTRIC

ELECTRICGAS

BT/COMMSNEW PROTECTION SLAB

TO BE INSTALLED PRIOR

TO CONSTRUCTION

12500 CLEAR SKEW SPAN (CENTRED ON SUBWAY)

INTEGRAL REINFORCED

CONCRETE ABUTMENT/

BANKSEAT

EXISTING 230mm

THICK WINGWALLS

TO BE RETAINEDEXISTING

SUBWAY,

APPROACH RAMP

AND WALLS TO

REMAIN

23

00

MIN

5000 (EXISTING WING WALLS) 5000 (EXISTING WING WALLS)

N2 PARAPET

EXISTING INDEPENDANT HEADWALL AND

WINGWALL PARAPET PLINTHS BROKEN DOWN

TO TOP OF EXISTING DECK LEVEL

NEW METAL RAILING FOR

UNAUTHORISED ACCESS

PREVENTION (PARTIALLY

OMITTED FOR CLARITY)NOTE:

DEPTH OF BURIED

SERVICES TO BE

CONFIRMED BY

TRIAL PITTING

LOCKABLE ACCESS

GATE

BORED PILE FOUNDATIONS.

TOE LEVEL AND DIAMETER TO

BE CONFIRMED.GAS

CL

1

1

1

1

STRENGTHENED

EARTHWORK SLOPE

75

0

2440

1 in 40

3100 CARRIAGEWAY WIDENING

4470 STRUCTURAL WIDENING

15

0

EXISTING HEADWALL

REMOVED

SOFFIT OF UNDERPASS

SLOPED TO PROVIDE

MINIMUM 2300 FOOTWAY

HEADROOM

PROPOSED

CARRIAGEWAY

LEVEL

EXISTING

CARRIAGEWAY

LEVEL

INFILL DECK

WITH PRE-

STRESSED

TY/TYE BEAMS

EXISTING APPROACH RAMP EXISTING SUBWAY SECTION

REALIGNED 200mm PIPE.

ASSUMED TO BE COMMS

CABLES.

500N2 PARAPET

PROTECTION SLAB

600

H/S

KERB-

DRAIN

30

53

05

1650 VERGE

EXISTING

INDEPENDANT

WINGWALL

OUTLINE

75

0

MIN

.

125

EXISTING DECK SLAB TO BE

DEMOLISHED AND CAST

CONTINUOUS WITH WIDENING

DECK SLAB

64

5

NEW HEADWALL

DOWELLED INTO

EXISTING SLAB

3700 CARRIAGEWAY WIDENING

EXISTING VERGE

LEVEL

500N2 PARAPET

EXISTING UPSTAND

REMOVED

EXISTING APPROACH RAMPEXISTING SUBWAY SECTION

600

VERGE

HARD

STRIP

600

KERBDRAIN

1 in 40

11

20

PLAN SHOWING PROPOSED UNDERPASS WIDENINGSCALE: 1:100

SECTION B-BSCALE: 1:50

A

A

ELEVATION A-A(PROPOSED)

SCALE: 1:50

SOUTH ENDB

NORTH END

BWESTBOUND CARRIAGEWAY DIMENSIONS

LANE WIDTH(m)

ON-SLIP LANE 1 3.65

GHOST 2.0

ON-SLIP LANE 2 2.87

LANE 1 3.65

LANE 2 3.5

LANE 3 3.4

LANE 4 3.2

EASTBOUND CARRIAGEWAY DIMENSIONS

LANE WIDTH(m)

OFF-SLIP LANE 1 3.65

OFF-SLIP LANE 2 3.65

LANE 1 3.65

LANE 2 3.5

LANE 3 3.4

LANE 4 3.2


Drawing Number

Drawing Title

Scale at A1

Highways Agency


NOTESJob Title


The Cube


Birmingham

B1 1RN

M4 J3 to J12

SMART MOTORWAY

SIPSON ROAD SUBWAY

WIDENINGGENERAL ARRANGEMENT


0D Approval In Principle13/02/15 OH ZP JD IB

N





N

Documents

M4 junctions 3 to 12 smart motorway Engineering and design ... · smart motorway Engineering and design report annexes Annex General arrangement drawings 2. Underbridge General Arrangements