M4 junctions 3 to 12 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
Alliance Document Reference Rev
NOTESJob Title
514451-MUH-ST-S2-DR-UB-301337AS SHOWN
The Cube
199 Wharfside Street
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
PROPOSED CARRIAGEWAY
13750
PROPOSED CARRIAGEWAY
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
Alliance Document Reference Rev
NOTESJob Title
514451-MUH-ST-S2-DR-UB-301336AS SHOWN
The Cube
199 Wharfside Street
Birmingham
B1 1RN
M4 J3 to J12
SMART MOTORWAY
CHALVEY CULVERT
WIDENINGGENERAL ARRANGEMENT
514451-MUH-ST-S2-DR-UB-301336 2FRev # Revision DetailsRevision Date Drawn Check Review Appr'd
0D Approval In Principle13/02/15 RR IC
1R For Review Prior To DCO Application05/03/15 EF ZP AS GM
LOCATION PLANSCALE: 1:1250
N
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.
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
Alliance Document Reference Rev
NOTESJob Title
514451-MUH-ST-S2-DR-UB-301335AS SHOWN
The Cube
199 Wharfside Street
Birmingham
B1 1RN
M4 J3 to J12
SMART MOTORWAY
WINDSOR BRANCH RAILWAYUNDERBRIDGE WIDENING
GENERAL ARRANGEMENT
514451-MUH-ST-S2-DR-UB-301335 2FRev # Revision DetailsRevision Date Drawn Check Review Appr'd
0D Approval In Principle13/02/15 SD KS ZP 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.
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
PROPOSED CARRIAGEWAY
MARKINGHIGHWAY BOUNDARY
HIGHWAY BOUNDARY
5547
3241
Rev # Revision DetailsRevision Date Drawn Check Review Appr'd
0D Approval In Principle13/02/15 RR GH ZP IB
Rev # Revision DetailsRevision Date Drawn Check Review Appr'd
Drawing Number
Drawing Title
Scale at A1
Highways Agency
Alliance Document Reference Rev
NOTESJob Title
514451-MUH-ST-S2-DR-UB-301334AS SHOWN
The Cube
199 Wharfside Street
Birmingham
B1 1RN
M4 J3 to J12
SMART MOTORWAY
WATER AND GAS MAIN SUBWAY
GENERAL ARRANGEMENT
514451-MUH-ST-S2-DR-UB-301334 2FRev # Revision DetailsRevision Date Drawn Check Review Appr'd
1R For Review Prior To DCO Application05/03/15 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.
2F Submitted with DCO Application20/03/15 EF ZP AS GM
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
PROPOSED CARRIAGEWAY
MARKING
25862576
Drawing Number
Drawing Title
Scale at A1
Highways Agency
Alliance Document Reference Rev
NOTESJob Title
514451-MUH-ST-S2-DR-UB-301333AS SHOWN
The Cube
199 Wharfside Street
Birmingham
B1 1RN
M4 J3 to J12
SMART MOTORWAY
WATER MAIN SUBWAY
GENERAL ARRANGEMENT
514451-MUH-ST-S2-DR-UB-301333 2FRev # Revision DetailsRevision Date Drawn Check Review Appr'd
0D Approval In Principle13/02/15 RR GH ZP IB
1R For Review Prior To DCO Application05/03/15 EF ZP AS GM
1. All dimensions are in millimetres, all levels chainages and co-ordinates are in metres unless otherwise stated.
2F Submitted with DCO Application20/03/15 EF ZP AS GM
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
EXISTING CARRIAGEWAY
3633
CENTRAL RESERVE
10700
EXISTING CARRIAGEWAY
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
PROPOSED CARRIAGEWAY
2629
CENTRAL RESERVE
13989
PROPOSED CARRIAGEWAY
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
Alliance Document Reference Rev
NOTESJob Title
514451-MUH-ST-S2-DR-UB-301332AS SHOWN
The Cube
199 Wharfside Street
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
1R For Review Prior To DCO Application05/03/15 EF ZP AS GM
PLAN OF ASHLEY'S ARCH CULVERTSCALE: 1:200
N
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.
55778
A
M4
EA
ST
BO
UN
D
M4
WE
ST
BO
UN
D
ASHLEY'S ARCH CULVERT
ASHLEY'S ARCH UNDERBRIDGE
LOCATION PLANSCALE: 1:1250
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
Alliance Document Reference Rev
NOTESJob Title
514451-MUH-ST-S2-DR-UB-301331AS SHOWN
The Cube
199 Wharfside Street
Birmingham
B1 1RN
M4 J3 to J12
MANAGED MOTORWAY
LANGLEY INTERCHANGE
SUBWAY WIDENING GENERAL ARRANGEMENT
514451-MUH-ST-S2-DR-UB-301331 2FRev # Revision DetailsRevision Date Drawn Check Review Appr'd
0D Approval In Principle13/02/15 SD ZP JD JG
1R For Review Prior To DCO Application05/03/15 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.
2F Submitted with DCO Application20/03/15 EF ZP AS GM
LOCATION PLANSCALE: 1:1250
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
PROPOSED CARRIAGEWAY
F.R.L.
3962
EXISTING
CENTRAL
RESERVE32003400350036501000
1200
VERGE
FALL 1 IN 40
15450
PROPOSED CARRIAGEWAY
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
Alliance Document Reference Rev
NOTESJob Title
514451-MUH-ST-S2-DR-UB-301330AS SHOWN
The Cube
199 Wharfside Street
Birmingham
B1 1RN
M4 J3 to J12
SMART MOTORWAY
LANGLEY INTERCHANGEUNDERBRIDGES WIDENING
514451-MUH-ST-S2-DR-UB-301330 2FRev # Revision DetailsRevision Date Drawn Check Review Appr'd
0D Approval In Principle13/02/15 RD LA MS ZP
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.
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
LOCATION PLANSCALE: 1:1250
Drawing Number
Drawing Title
Scale at A1
Highways Agency
Alliance Document Reference Rev
NOTESJob Title
514451-MUH-ST-S1-DR-UB-301329AS SHOWN
The Cube
199 Wharfside Street
Birmingham
B1 1RN
M4 J3 to J12
SMART MOTORWAY
SIPSON ROAD SUBWAY
WIDENINGGENERAL ARRANGEMENT
514451-MUH-ST-S1-DR-UB-301329 2FRev # Revision DetailsRevision Date Drawn Check Review Appr'd
0D Approval In Principle13/02/15 OH ZP JD IB
N
1R For Review Prior To DCO Application05/03/15 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.
2F Submitted with DCO Application20/03/15 EF ZP AS GM
N