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Transcript of M4 junctions 3 to 12 smart motorway Drainage strategy report · M4 junctions 3 to 12 smart motorway...
M4 junctions 3 to 12 smart motorway
Drainage strategy report
Annex
E
J12-J8 Junction drainage drawings
JUNCTION 10
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JUNCTION 12
JUNCTION 11
JUNCTION 8
A404(M) JUNCTION 9
1
5
2
MSA JUNCTION
0 First Issue
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Drawing Number
DateOriginated
ApprovedStage 2 checkStage 1 checkDesigned
Scale at A1
Drawing TitleJob Title
Attached Xrefs : | X-M4-01 Rev 0.2 | 537806-MUH-VR-S3-M2-DR-500003-0 | 537806-MUH-00-S3-M2-GD-500000-0 Centreline
Project Number Zone / Mileage
Highways Agency
Suitability
Drawn
Halcrow Hyder Joint Venture
Mouchel
HEALTH AND SAFETY INFORMATION
CONSTRUCTIONMAINTENANCE /
OPERATION /
DECOMMISSIONING /
DEMOLITION
.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
GU21 6QXSurreyWokingCawsey WayExport House
W6 7EFLondon43 Brook GreenElms House
+44 (0) 1246 209229+44 (0) 1246 209221Derbyshire. S41 7SLBasil Close, ChesterfieldRoyal Court
B1 1RNBirmingham199 Wharfside StreetThe CubeMajor Projects
BEDFORD1:10000
JCUGP/LN
--47067615
KEY AND INDEX OF DRAWINGS
JUNCTIONS
SURFACE WATER COLLECTION
PROPOSED DRAINAGE J12 - J8/9
SMART MOTORWAY
M4 JUNCTIONS 3 TO 12
537806-MUH-VR-S3-DR-DR-500150-1D
KEY: NOTES
EXISTING DRAINAGE IS TO BE READ IN CONJUNCTION WITH SPECIFICATION APPENDICES AND ALL SCHEME DRAWINGS.
FOR DETAILS OF THE EXISTING DRAINAGE REFER TO DRAWING NOS. 537806-MUH-00-S3-DR-DR-500000-0D TO 537806-MUH-00-S3-DR-DR-500033-0D.
FOR DETAILS OF THE SURFACE WATER COLLECTION CENTRAL RESERVE REFER TO DRAWING NOS. 537806-MUH-CR-S3-DR-DR-500000-0D TO 537806-MUH-CR-S3-DR-DR-500033-0D.
FOR DETAILS OF THE SURFACE WATER COLLECTION VERGES - 537806-MUH-VR-S3-DR-DR-500000-0D TO 537806-MUH-VR-S3-DR-DR-500033-0D.
DRAWING NUMBER DRAWING TITLE CHAINAGE537806-MUH-VR-S3-DR-DR-500000-0D PROPOSED DRAINAGE KEY AND INDEX SHEET -
537806-MUH-VR-S3-DR-DR-500151-0D PROPOSED DRAINAGE SHEET 1 OF 6 62599 - 61589
537806-MUH-VR-S3-DR-DR-500152-0D PROPOSED DRAINAGE SHEET 2 OF 6 59725 - 58720
537806-MUH-VR-S3-DR-DR-500153-0D PROPOSED DRAINAGE SHEET 3 OF 6 55340 - 54324
537806-MUH-VR-S3-DR-DR-500154-0D PROPOSED DRAINAGE SHEET 4 OF 6 46905 - 45901
537806-MUH-VR-S3-DR-DR-500155-0D PROPOSED DRAINAGE SHEET 5 OF 6 46002 - 44995
537806-MUH-VR-S3-DR-DR-500156-0D PROPOSED DRAINAGE SHEET 6 OF 6 34819 - 33800
This map is reproduced from Ordnance Survey material with permission of Ordnance Survey onbehalf of the Controller of Her Majesty's Stationery Office © Crown Copyright.Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100018928 2015
FILTER DRAIN
CARRIER DRAIN
CATCHPIT
PIPE DIAMETER
GHOST NODE (LOCATIONAND INVERT LEVELS UNKNOWN)
PHANTOM NODE (LOCATIONAND INVERT LEVELS UNKNOWN)
PIPE DIAMETER
MANHOLE
GULLY
OUTLET
GRIP INLET
PIPEWORK
COUNTERFORT DRAIN
DITCH
CULVERT
OUTFALL
SOAKAWAY
AREA WITH NO INFORMATION AVAILABLE
EXISTING DRAINAGE
315mmx410mm OVAL IN-SITU LINEAR SLOTTED DRAIN WITHASSOCIATED FIN DRAIN/ NARROW FILTER DRAINLD
PROPOSED DRAINAGE JUNCTIONS
LDO1/LDO2/
LDO3/LDO4
KERB DRAIN UNITKDU
LINEAR DRAIN OUTLET AND TYPE
KDO KERB DRAIN OUTLET
KDA KERB DRAIN ACCESS UNIT
PIPEWORK
CATCHPIT
315mmx410mm OVAL IN-SITU LINEAR SLOTTED DRAIN WITHASSOCIATED FIN DRAIN/ NARROW FILTER DRAINLD
PROPOSED SURFACE WATER COLLECTION CENTRAL RESERVE AND VERGES
EXISTING LINEAR DRAIN TO BE RETAINEDEXLD
LDS
LDA
LINEAR DRAIN SILT TRAP
LINEAR DRAIN ACCESS UNIT
LDO
LINEAR DRAIN OUTLET
1D Amended job title and drawing title
KG 02/03/15 BJ 02/03/15 BW 02/03/15
6160
0.000
6170
0.000
6180
0.000
6190
0.000
6200
0.000
6210
0.000
6220
0.000
6230
0.0006240
0.00062
500.0
00
6260
0.000
CP62433C
CP62357C
CP62293CCP62160C CP62071C
CP61979C
CP61887C
CP61797C
CP61736C
CP61674CCP61613C
225
225
225
225225 300
225
150
150
150
150
225225 225
CP62070E
CP62072W
CP62103E
CP62103C
CP62103W
225
150
225
150
150
225
300
600
CP61979E
CP61979W
225
150
CP61887E
CP61887W
225CP61822E
CP61868WE
150
225
CP61905WE
CP61992WE
CP62051WE
225
225
150
225
150
150
225
*
225
225
CP62106WE
225
225
CP62160E 225
CP62120C
CP62120E225
CP62223C
CP62223E
225
225
225
225
225
225
225
750*
750 750
750
CP61888EOCP61808EO
CP61979EO 150150
225
225
CP62067EO
CP62170EO
CP61709EO
CP61778EO
225
225
225225
225
225150
CP62240C
CP62240W150CP62293W
150
CP62240ECP62293E
225225
*
225
225
600
CP62292WOCP62247WO
CP62228WO
CP62207WO
150
*
150
225
150
CP62348C
CP62357W150 CP62365W
CP62339ECP62348E225
CP62433W
CP62433E
225
150
CP62408WO
225 CP62366WO
CP62405EE CP62365EE150150
CP62455EE
150
150
225
300
225
225
*
LD
A
LD
LD
LD
LD
LD
L
D
L
D
LD
L
D
L
D
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
PROPOSED KERB DRAINAGE UNITS.
K
D
U
K
D
U
K
D
U
PROPOSED KERB DRAINAGE UNITS.
EXISTING DRAINAGE
TO BE MAINTAINED
EXISTING DRAINAGETO BE MAINTAINED
LIMIT OF DRAINAGEASSESSMENT
LIMIT OF DRAINAGEASSESSMENT
1.002KDO61845WEKDA61815WE
KDA61786WEKDA61755WE
1.0011.000
1.003
1.000
KD
U
KD
U
KD
U
KD
U
K
D
U
1.0012.000
2.0012.002
KDA61837EOKDO61862EO
KDA61808EO KDO61778EO KDA61747EOKDA61709EO
1.002 (GULLY CONNECTING
KDO TO CHAMBER)2.003 (GULLY CONNECTINGKDO TO PIPE)
OU61845WE
CP61778EO
0 First Issue
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D.d
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Drawing Number
DateOriginated
ApprovedStage 2 checkStage 1 checkDesigned
Scale at A1
Drawing TitleJob Title
Attached Xrefs : | X-M4-01 Rev 0.2 | 537806-MUH-00-S3-M2-GD-500000-0 Centreline | 537806-MUH-00-S3-M2-DR-500001-0 | 537806-MUH-VR-S3-M2-DR-500003-0 | X-M4-03 Rev 0.3 | X-M4-09 Rev 0.3 | 537806-MUH-VR-S3-M2-DR-500001-0 DrainageVerges | 537806-MUH-CR-S3-M2-DR-500001-0 Drainage CR | 537806-MUH-VR-S3-M2-RR-500001-0 Road Restraint VR DRAFT
Project Number Zone / Mileage
Highways Agency
Suitability
Drawn
Halcrow Hyder Joint Venture
Mouchel
HEALTH AND SAFETY INFORMATION
CONSTRUCTIONMAINTENANCE /
OPERATION /
DECOMMISSIONING /
DEMOLITION
.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
GU21 6QXSurreyWokingCawsey WayExport House
W6 7EFLondon43 Brook GreenElms House
+44 (0) 1246 209229+44 (0) 1246 209221Derbyshire. S41 7SLBasil Close, ChesterfieldRoyal Court
B1 1RNBirmingham199 Wharfside StreetThe CubeMajor Projects
BEDFORD1:1250
JCULN
--47067615
JUNCTION 12
SHEET 1 OF 6
JUNCTIONS
SURFACE WATER COLLECTION
PROPOSED DRAINAGE J12 - J8/9
SMART MOTORWAY
M4 JUNCTIONS 3 TO 12
537806-MUH-VR-S3-DR-DR-500151-1D
This map is reproduced from Ordnance Survey material with permission of Ordnance Survey onbehalf of the Controller of Her Majesty's Stationery Office © Crown Copyright.Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100018928 2015
1. FOR KEY AND GENERAL NOTES REFER TO DRAWING537806-MUH-VR-S3-DR-DR-500000.
NOTES
PROPOSED DRAINAGE- WESTBOUND OFF-SLIP- Kerb Drainage Units
GENERAL NOTES: 1) Cover levels for verge chambers have been interpolated from highway design levels. 2) The pipe lengths are taken from the middle of each manhole/chamber for modelling purposes.3) Outfall design levels should be verified on site.4)
Attenuation is provided within kerb drainage units and discharge controlled by orifice plate (see notes)
Chamber/ OU
Ref
Cover
Level
(mAOD)
Depth to
Invert
(m)
Depth to
Soffit (m)
Chamber
Diam (mm)
Pipes Out Pipes in
Notes
Pipe Ref
Invert Level
(mAOD)
Length
(m) Diam (mm) Pipe Material
Carrier/
Filter
Pipe Ref
Invert
Level
(mAOD) Diam (mm)
KDA61755WE 49.300 0.355 See Note 1.000 48.945 31.000 See Note See Note C
295 Beany Block base with beany access cover and frame.
KDA61786WE 49.000 0.355 See Note 1.001 48.645 30.000 See Note See Note C 1.000 48.645 See Note
295 Beany Block base with beany access cover and frame.
KDA61815WE 48.600 0.355 See Note 1.002 48.245 30.000 See Note See Note C 1.001 48.245 See Note
295 Beany Block base with beany access cover and frame.
KDO61845WE 48.400 0.700 0.550 500 1.003 47.700 16.000 150 Plastic C 1.002 48.045 See Note
295 Beany Block base over 2 Piece MarshallsTrapped Gully Oufall Unit.
125mm orifice plate fitted upstream of the outgoing pipe or beany block
base outlet hole modified to 125mm diameter size.
OU61845WE 44.300 0.300 OUTFALL C 1.003 44.000 150
Gully outfalls into a ditch
PROPOSED DRAINAGE- EASTBOUND ON-SLIP- Kerb Drainage Units
GENERAL NOTES: 1) Cover levels for verge chambers have been interpolated from highway design levels. 2) The pipe lengths are taken from the middle of each manhole/chamber for modelling purposes.3) Outfall design levels should be verified on site.4)
Attenuation is provided within kerb drainage units (Beany Blocks) and discharge controlled by orifice plate (see notes)
Chamber/ OU
Ref
Cover
Level
(mAOD)
Depth to
Invert (m)
Depth to
Soffit (m)
Chamber
Diam (mm)
Pipes Out Pipes in
Notes
Pipe Ref
Invert Level
(mAOD)
Length
(m) Diam (mm)
Pipe
Material
Carrier/
Filter
Pipe Ref
Invert
Level
(mAOD) Diam (mm)
KDA61709EO 49.500 0.355 See Note 1.000 49.145 38.220 See Note See Note C
295 Beany Block base with beany access cover and frame.
KDA61747EO 48.900 0.355 See Note 1.001 48.545 31.670 See Note See Note C 1.000 48.545 See Note
295 Beany Block base with beany access cover and frame.
KDO61778EO 48.500 0.700 0.475 500 1.002 47.800 1.500 225 Plastic C 1.001 48.145 See Note
295 Beany Block base over 2 Piece MarshallsTrapped Gully Oufall Unit.
180mm orifice plate fitted upstream of the outgoing pipe or beany block
base outlet hole modified to 180mm diameter size.
CP61778EO 48.500 0.715 1050 OUTFALL C 1.002 47.785 225
Gully outfalls into an existing manhole.
KDO61778EO 48.500 0.355 See Note 2.000 48.145 29.560 See Note See Note C
295 Beany Block base with beany access cover and frame.
KDA61808EO 48.100 0.355 See Note 2.001 47.745 29.060 See Note See Note C 2.000 47.745 See Note
295 Beany Block base with beany access cover and frame.
KDA61837EO 47.800 0.355 See Note 2.002 47.445 25.320 See Note See Note C 2.001 47.445 See Note
295 Beany Block base with beany access cover and frame.
KDO61862EO 47.600 0.700 0.550 500 2.003 46.900 2.500 150 Plastic C 2.002 47.192 See Note
295 Beany Block base over 2 Piece MarshallsTrapped Gully Oufall Unit.
125mm orifice plate fitted upstream of the outgoing pipe or beany block
base outlet hole modified to 125mm diameter size.
Existing pipe
47.600 0.725 OUTFALL 2.003 46.875 150
Gully outfalls into a pipe
1D Amended drawing title and job title
KG 02/03/15
5880
0.000
5890
0.000
5900
0.000
5910
0.000
5920
0.000
5930
0.000
5940
0.000
5950
0.000
5960
0.00059
700.0
00
CP59673C
CP59591CCP59499C
CP59408CCP59314C CP59222C CP59130C
CP59038CCP58945C
CP58852C
CP58759C150
150
150
150150 150 150
150150
150
150
15015
0
150
*150
150
150
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
EXISTING DRAINAGETO BE MAINTAINED
EXISTING DRAINAGETO BE MAINTAINED
EXISTING DRAINAGE
TO BE MAINTAINED
EXISTING DRAINAGETO BE MAINTAINED
0 First Issue
DRAFTF
URS Infrastructure & Environment UK Limited
www.ursglobal.com
DB1Va
Plo
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: 2
5/0
3/2
01
5 1
1:4
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M B
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80
6-M
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3-D
R-D
R-5
00
15
2-1
D.d
wg
Drawing Number
DateOriginated
ApprovedStage 2 checkStage 1 checkDesigned
Scale at A1
Drawing TitleJob Title
Attached Xrefs : | X-M4-01 Rev 0.2 | 537806-MUH-00-S3-M2-GD-500000-0 Centreline | 537806-MUH-00-S3-M2-DR-500001-0 | 537806-MUH-VR-S3-M2-DR-500003-0 | X-M4-03 Rev 0.3 | X-M4-09 Rev 0.3 | 537806-MUH-VR-S3-M2-DR-500001-0 DrainageVerges | 537806-MUH-CR-S3-M2-DR-500001-0 Drainage CR | 537806-MUH-VR-S3-M2-RR-500001-0 Road Restraint VR DRAFT
Project Number Zone / Mileage
Highways Agency
Suitability
Drawn
Halcrow Hyder Joint Venture
Mouchel
HEALTH AND SAFETY INFORMATION
CONSTRUCTIONMAINTENANCE /
OPERATION /
DECOMMISSIONING /
DEMOLITION
.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
GU21 6QXSurreyWokingCawsey WayExport House
W6 7EFLondon43 Brook GreenElms House
+44 (0) 1246 209229+44 (0) 1246 209221Derbyshire. S41 7SLBasil Close, ChesterfieldRoyal Court
B1 1RNBirmingham199 Wharfside StreetThe CubeMajor Projects
BEDFORD1:1250
JCULN
--47067615
READING MSA JUNCTION
SHEET 2 OF 6
JUNCTIONS
SURFACE WATER COLLECTION
PROPOSED DRAINAGE J12 - J8/9
SMART MOTORWAY
M4 JUNCTIONS 3 TO 12
537806-MUH-VR-S3-DR-DR-500152-1D
This map is reproduced from Ordnance Survey material with permission of Ordnance Survey onbehalf of the Controller of Her Majesty's Stationery Office © Crown Copyright.Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100018928 2015
1. FOR KEY AND GENERAL NOTES REFER TO DRAWING537806-MUH-VR-S3-DR-DR-500000.
NOTES
1D Amended drawing title and job title
KG 02/03/15
5430
0.000
5440
0.000
5450
0.000
5460
0.000
5470
0.000
5480
0.000
5490
0.000
5500
0.00055
100.0
00
5520
0.000
5530
0.000
CP55334C
CP55274C
CP55183CCP55172C
CP55122C
CP55031C
CP54937C CP54909C
225
225
300
300
225
225
225 150300
225
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300
225
150
300
300
300
150
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150
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150
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225
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*
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CP55122W300
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CP55178EO
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825
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CP55220C 300
*
*CP55186EO
CP55256EO
CP55321E
150
**
*
*
150
150
150
150
CP55172EOCP55133EO CP55100EO CP55049EO
CP55012EO
CP54983EO
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
L
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L
D
L
D
L
D
L
D
L
D
LD
L
D
L
D
L
D
L
D
LD
LD
L
D
L
D
LD
LD
LD LD
PROPOSED KERB DRAINAGE UNITS.EXISTING DRAINAGETO BE MAINTAINED
PROPOSED KERB DRAINAGE UNITS.
EXISTING DRAINAGE
TO BE MAINTAINED
EXISTING DRAINAGETO BE MAINTAINED
EXISTING DRAINAGETO BE MAINTAINED
K
D
U
K
D
U
K
D
U
KDA55181EE
1.001
1.002
KDO CONNECTS WITH EXISTINGCOMBINED KERB DRAINAGE UNITS
KDA54501WE
K
D
U
KDO54555WE
0 First Issue
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Drawing Number
DateOriginated
ApprovedStage 2 checkStage 1 checkDesigned
Scale at A1
Drawing TitleJob Title
Attached Xrefs : | X-M4-01 Rev 0.2 | 537806-MUH-00-S3-M2-GD-500000-0 Centreline | 537806-MUH-00-S3-M2-DR-500001-0 | 537806-MUH-VR-S3-M2-DR-500003-0 | X-M4-03 Rev 0.3 | X-M4-09 Rev 0.3 | 537806-MUH-VR-S3-M2-DR-500001-0 DrainageVerges | 537806-MUH-CR-S3-M2-DR-500001-0 Drainage CR | 537806-MUH-VR-S3-M2-RR-500001-0 Road Restraint VR DRAFT
Project Number Zone / Mileage
Highways Agency
Suitability
Drawn
Halcrow Hyder Joint Venture
Mouchel
HEALTH AND SAFETY INFORMATION
CONSTRUCTIONMAINTENANCE /
OPERATION /
DECOMMISSIONING /
DEMOLITION
.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
GU21 6QXSurreyWokingCawsey WayExport House
W6 7EFLondon43 Brook GreenElms House
+44 (0) 1246 209229+44 (0) 1246 209221Derbyshire. S41 7SLBasil Close, ChesterfieldRoyal Court
B1 1RNBirmingham199 Wharfside StreetThe CubeMajor Projects
BEDFORD1:1250
JCUGP
--47067615
JUNCTION 11
SHEET 3 OF 6
JUNCTIONS
SURFACE WATER COLLECTION
PROPOSED DRAINAGE J12 - J8/9
SMART MOTORWAY
M4 JUNCTIONS 3 TO 12
537806-MUH-VR-S3-DR-DR-500153-1D
This map is reproduced from Ordnance Survey material with permission of Ordnance Survey onbehalf of the Controller of Her Majesty's Stationery Office © Crown Copyright.Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100018928 2015
1. FOR KEY AND GENERAL NOTES REFER TO DRAWING537806-MUH-VR-S3-DR-DR-500000.
NOTES
PROPOSED DRAINAGE- WESTBOUND OFF-SLIP- Kerb Drainage Units
GENERAL NOTES: 1) Cover levels for verge chambers have been interpolated from highway design levels. 2) The pipe lengths are taken from the middle of each manhole/chamber for modelling purposes.3) Outfall design levels should be verified on site.4) Attenuation is provided within kerb drainage
units and discharge controlled by orifice plate (see notes)
Chamber/ OU
Ref
Cover
Level
(mAOD)
Depth to
Invert
(m)
Depth to
Soffit (m)
Chamber
Diam (mm)
Pipes Out Pipes in
Notes
Pipe Ref
Invert Level
(mAOD) Length (m) Diam (mm)
Pipe
Material
Carrier/
Filter
Pipe Ref
Invert Level
(mAOD) Diam (mm)
KDA54501WE 43.430 0.425 See Note 1.000 43.005 53.60 See Note See Note C
365 Beany Block base with beany access cover and frame.
KDO54555WE 43.400 0.826 See Note 1.001 42.574 5.00 150 Plastic C 1.000 42.975 See Note
365 Beany Block base over 2 Piece MarshallsTrapped Gully Oufall Unit.
100mm orifice plate fitted upstream of the outgoing pipe or beany block base outlet hole modified to 100mm
diameter size.
CP54559WE 43.400 0.876 See Note OUTFALL 1.001 42.524 150
Gully oufalls to existing manhole chamber
PROPOSED DRAINAGE- EASTBOUND OFF-SLIP- Kerb Drainage Units
GENERAL NOTES: 1) Cover levels for verge chambers have been interpolated from highway design levels. 2) The pipe lengths are taken from the middle of each manhole/chamber for modelling purposes.3) Outfall design levels should be verified on site.4) Attenuation is provided within kerb drainage
units and discharge controlled by orifice plate (see notes)
Chamber/ OU
Ref
Cover
Level
(mAOD)
Depth to
Invert (m)
Depth to
Soffit (m)
Chamber
Diam (mm)
Pipes Out Pipes in
Notes
Pipe Ref
Invert Level
(mAOD) Length (m) Diam (mm)
Pipe
Material
Carrier/
Filter
Pipe Ref
Invert Level
(mAOD) Diam (mm)
KDA55181EE 41.100 0.355 See Note 1.000 40.745 70.00 See Note See Note C
295 Beany Block base with beany access cover and frame.
KDA55249EE 40.800 0.425 See Note 1.001 40.375 55.80 See Note See Note C 1.000 40.445 See Note
365 Beany Block base with beany access cover and frame.
KDO55305EE 40.800 0.426 See Note 1.002 40.375 14.30 See Note See Note C 1.001 40.374 See Note
365 Beany Block base with beany access cover and frame connects with existing beany base. Size and invert
levels of existing beany to be determined on-site..
CP55321E 40.800 0.425 OUTFALL C 1.002 40.375 See Note
Exsiting beany outfalls into existing manhole.
1D Amended drawing title and job title
KG 02/03/15
4600
0.000
4610
0.000
4620
0.000
4630
0.000
4640
0.000
4650
0.000
4660
0.000
4670
0.000
4680
0.00046
900.0
00
450
300
300
225
300
225
300
300
225
225
225
225
150
225
375
375 150
300
300
300
225
375300225
150
300
300300
225225
225225
225*225
225225
225
225
225
225
150
150
150
225
150
150
225
150
225
150
300300
150
300
CP46343EO CP46343EO
*
*
*
*
*
*
*
CP46460EE
CP46
409E
E
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
L
D
L
D
LD
LD
LD
LD
LD
LD
LD
LD
LD
LDLD LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LDLD
LD
LD
LD
LD
LD
LD
LD LDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
LD
LD
LD
LD
LD
LD
EXISTING DRAINAGETO BE MAINTAINED
EXISTING DRAINAGE
TO BE MAINTAINED
EXIS
TING
DRAI
NAGE
TO B
E MA
INTA
INED
PROPOSED SLOT DRAIN
EXISTING DRAINAGETO BE MAINTAINED
EXISTING DRAINAGE
TO BE MAINTAINED
EXISTING DRAINAGE
TO BE MAINTAINED
EXISTING DRAINAGE
TO BE MAINTAINED
0 First Issue
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R-5
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4-1
D.d
wg
Drawing Number
DateOriginated
ApprovedStage 2 checkStage 1 checkDesigned
Scale at A1
Drawing TitleJob Title
Attached Xrefs : | X-M4-01 Rev 0.2 | 537806-MUH-00-S3-M2-GD-500000-0 Centreline | 537806-MUH-00-S3-M2-DR-500001-0 | 537806-MUH-VR-S3-M2-DR-500003-0 | X-M4-03 Rev 0.3 | X-M4-09 Rev 0.3 | 537806-MUH-VR-S3-M2-DR-500001-0 DrainageVerges | 537806-MUH-CR-S3-M2-DR-500001-0 Drainage CR | 537806-MUH-VR-S3-M2-RR-500001-0 Road Restraint VR DRAFT
Project Number Zone / Mileage
Highways Agency
Suitability
Drawn
Halcrow Hyder Joint Venture
Mouchel
HEALTH AND SAFETY INFORMATION
CONSTRUCTIONMAINTENANCE /
OPERATION /
DECOMMISSIONING /
DEMOLITION
.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
GU21 6QXSurreyWokingCawsey WayExport House
W6 7EFLondon43 Brook GreenElms House
+44 (0) 1246 209229+44 (0) 1246 209221Derbyshire. S41 7SLBasil Close, ChesterfieldRoyal Court
B1 1RNBirmingham199 Wharfside StreetThe CubeMajor Projects
BEDFORD1:1250
JCULN
--47067615
JUNCTION 10
SHEET 4 OF 6
JUNCTIONS
SURFACE WATER COLLECTION
PROPOSED DRAINAGE J12 - J8/9
SMART MOTORWAY
M4 JUNCTIONS 3 TO 12
537806-MUH-VR-S3-DR-DR-500154-1D
This map is reproduced from Ordnance Survey material with permission of Ordnance Survey onbehalf of the Controller of Her Majesty's Stationery Office © Crown Copyright.Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100018928 2015
1. FOR KEY AND GENERAL NOTES REFER TO DRAWING537806-MUH-VR-S3-DR-DR-500000.
NOTES
PROPOSED DRAINAGE- EASTBOUND OFF-SLIP- Slot drain
Surface Water Collection System Outlet Details (LDO) Access / Silt Trap Units
Gradient [%]
Drainage Unit Size / Diameter
Type Start Chainage [m] Finish Chainage [m] Length [m]
Location Reference
LDO Type Type (Pipe Out) Reference / Type
Location
(Chainage) [m]
Width [mm] Depth [mm] Pipe Diameter [mm]
Slotted Linear Drainage Channel
46776 46724 52
Eastbound Verge
LDO46724WV
LDO Type 3
Connection into an existing gully at
CH 46724
1.86 - - 315 x 410 Oval
1D Amended drawing title and job title
KG 02/03/15
EXISTING DRAINAGE
TO BE MAINTAINED
EXISTING DRAINAGE
TO BE MAINTAINED
EXISTING DRAINAGE
TO BE MAINTAINED
EXISTING DRAINAGE
TO BE MAINTAINED
EXISTING DRAINAGE
TO BE MAINTAINED
EXISTING DRAINAGE
TO BE MAINTAINED
4510
0.00045
200.0
004530
0.000
4540
0.000
4550
0.000
4560
0.000
4570
0.000
4580
0.000
4590
0.000
150
300
300
150225
225
225
225300300
375
375
375
600
300525450
300
450
600
600
375
375
375
525
300
*
225
150
300
300
300
225
300
300
* 300225
150
225
600
225
225
150150 150 150
300
CP45508WE
225
150
*
300
150
150
150
150
150
225
CP45575WE
*
150
*
**
*
*
*
*
*
*
*
*
*
150
CP45667WECP45675WE
CP45747WECP45758WE
CP45686WE
CP45779WE
CP45701WE
CP45711WE
CP45
899W
O
CP45
889W
O
CP45
835W
O
CP45
847W
O
CP45398W
CP45320W
CP45268W
CP45211W CP45134W
CP45126W
L
D
LD
LD
LD
LD
LD
LD
LD
LD
LD
LDLD
LD LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
L
D
LD
S
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
0 First Issue
DRAFTF
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-A
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\E
nviro
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l\M
4\C
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\W
orkin
g\5
37
80
6-M
UH
-V
R-S
3-D
R-D
R-5
00
15
5-1
D.d
wg
Drawing Number
DateOriginated
ApprovedStage 2 checkStage 1 checkDesigned
Scale at A1
Drawing TitleJob Title
Attached Xrefs : | X-M4-01 Rev 0.2 | 537806-MUH-00-S3-M2-GD-500000-0 Centreline | 537806-MUH-00-S3-M2-DR-500001-0 | 537806-MUH-VR-S3-M2-DR-500003-0 | X-M4-03 Rev 0.3 | X-M4-09 Rev 0.3 | 537806-MUH-VR-S3-M2-DR-500001-0 DrainageVerges | 537806-MUH-CR-S3-M2-DR-500001-0 Drainage CR | 537806-MUH-VR-S3-M2-RR-500001-0 Road Restraint VR DRAFT
Project Number Zone / Mileage
Highways Agency
Suitability
Drawn
Halcrow Hyder Joint Venture
Mouchel
HEALTH AND SAFETY INFORMATION
CONSTRUCTIONMAINTENANCE /
OPERATION /
DECOMMISSIONING /
DEMOLITION
.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
GU21 6QXSurreyWokingCawsey WayExport House
W6 7EFLondon43 Brook GreenElms House
+44 (0) 1246 209229+44 (0) 1246 209221Derbyshire. S41 7SLBasil Close, ChesterfieldRoyal Court
B1 1RNBirmingham199 Wharfside StreetThe CubeMajor Projects
BEDFORD1:1250
JCULN
--47067615
JUNCTION 9
SHEET 5 OF 6
JUNCTIONS
SURFACE WATER COLLECTION
PROPOSED DRAINAGE J12 - J8/9
SMART MOTORWAY
M4 JUNCTIONS 3 TO 12
537806-MUH-VR-S3-DR-DR-500155-1D
This map is reproduced from Ordnance Survey material with permission of Ordnance Survey onbehalf of the Controller of Her Majesty's Stationery Office © Crown Copyright.Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100018928 2015
1. FOR KEY AND GENERAL NOTES REFER TO DRAWING537806-MUH-VR-S3-DR-DR-500000.
NOTES
1D Amended drawing titles and job titles
KG 02/03/15
3390
0.000
3400
0.000
3410
0.00034
200.0
00
3430
0.000
3440
0.000
3450
0.000
3460
0.000
3470
0.000
3480
0.000
CP34626CCP34586C
CP33824C
CP34491C CP34401C CP34309C
CP34217CCP34158C
CP34097C
CP34005C
CP34050C
CP34219E
300
300
450
150150
450
CP33824E
*
*
*
*
*
***
*
*
*
300
CP33795W
CP33914W
CP34008W
CP34153W
CP34098W
CP34160W
CP34222W
CP34312WCP34403W
450
450
450
450
450
450
450300
CP34310E
150
150
300
225
300
225
CP34491W
CP34586W
CP34677W
150
300
CP34200E
**CP34400E
*
150
150
225
225
CP34019E
CP33946E
CP33915E
CP33854E
CP34766C
225225
150
375375
CP33823WCP33823WE
150
150
150
*
225300
150
CP34404WO
225 CP34268EECP34328EECP34417EE
225
150
150
150
150
150150
150150
150150
150
150
225 300
CP33824EO
CP33812EO
375
CP33918C
CP34337WO
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
A
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
L
D
EXISTING DRAINAGETO BE MAINTAINED
LIMIT OF DRAINAGEASSESSMENT
LIMIT OF DRAINAGEASSESSMENT
ATTENUATION MEASURE REQUIREMENTS
EXISTING DRAINAGETO BE MAINTAINED
CP34428W
1.000
1.0021.003
1.0041.005
2.000
3.000
0 First Issue
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g\5
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80
6-M
UH
-V
R-S
3-D
R-D
R-5
00
15
6-1
D.d
wg
Drawing Number
DateOriginated
ApprovedStage 2 checkStage 1 checkDesigned
Scale at A1
Drawing TitleJob Title
Attached Xrefs : | X-M4-01 Rev 0.2 | 537806-MUH-00-S3-M2-GD-500000-0 Centreline | 537806-MUH-00-S3-M2-DR-500001-0 | 537806-MUH-VR-S3-M2-DR-500003-0 | X-M4-03 Rev 0.3 | X-M4-09 Rev 0.3 | 537806-MUH-VR-S3-M2-DR-500001-0 DrainageVerges | 537806-MUH-CR-S3-M2-DR-500001-0 Drainage CR | 537806-MUH-VR-S3-M2-RR-500001-0 Road Restraint VR DRAFT
Project Number Zone / Mileage
Highways Agency
Suitability
Drawn
Halcrow Hyder Joint Venture
Mouchel
HEALTH AND SAFETY INFORMATION
CONSTRUCTIONMAINTENANCE /
OPERATION /
DECOMMISSIONING /
DEMOLITION
.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
NO EXCEPTIONAL RISKS
RELATING TO THE WORKS SHOWN
ON THIS DRAWING HAVE BEEN
IDENTIFIED DURING THE DESIGN.
GU21 6QXSurreyWokingCawsey WayExport House
W6 7EFLondon43 Brook GreenElms House
+44 (0) 1246 209229+44 (0) 1246 209221Derbyshire. S41 7SLBasil Close, ChesterfieldRoyal Court
B1 1RNBirmingham199 Wharfside StreetThe CubeMajor Projects
BEDFORD1:1250
JCUGP
--47067615
JUNCTION 8
SHEET 6 OF 6
JUNCTIONS
SURFACE WATER COLLECTION
PROPOSED DRAINAGE J12 - J8/9
SMART MOTORWAY
M4 JUNCTION 3 TO 12
537806-MUH-VR-S3-DR-DR-500156-1D
This map is reproduced from Ordnance Survey material with permission of Ordnance Survey onbehalf of the Controller of Her Majesty's Stationery Office © Crown Copyright.Unauthorized reproduction infringes Crown Copyright and may lead to prosecution or civilproceedings. Highways Agency 100018928 2015
1. FOR KEY AND GENERAL NOTES REFER TO DRAWING537806-MUH-VR-S3-DR-DR-500000.
NOTES
PROPOSED DRAINAGE- WESTBOUND OFF-SLIP
GENERAL NOTES: 1) Cover levels for verge chambers have been interpolated from highway design levels. 2) Pipe lengths are taken from the middle of each manhole/chamber for modelling purposes.3) Outfall design levels should be verified on site. 4) Invert levels, cover levels, diameter and lengths of the existing pipe
network were taken from HADDMS drawings dated 1972. 5) In absence of HADDAMS cover levels, levels from topographical survey from September 2012 were used. 6) Existing chamber diameters information is not available. The chamber diameters were therefore assumed. 7) Existing invert levels may need to be amended
for pipes 1.001 to 1.004.
Chamber Ref
Cover Level
(mAOD)
Depth to
Invert (m)
Depth to
Soffit (m)
Chamber
Diam (mm)
Pipes Out Pipes in
Notes
Pipe Ref
Invert Level
(mAOD) Length (m) Diam (mm) Pipe Material
Carrier/
Filter
Pipe Ref
Invert Level
(mAOD) Diam (mm)
Unnamed 26.70 0.91 0.68 1050 1.000 25.795 11.3 225 VC F
Existing MH position estimated. To be mainatined.
CP34677W 26.70 1.01 0.71 1050 1.001 25.690 89.3 300 VC F 1.000 25.757 225
Existing MH and downstream pipe. To be mainatined.
CP34586W 26.40 0.98 0.68 1050 1.002 25.419 91.5 300 VC F 1.001 25.419 300
Existing MH and downstream pipe. To be mainatined.
CP34491W 26.07 0.95 0.50 1050 1.003 25.125 86.8 450 VC F 1.002 25.142 300
New DS pipe to provide attenuation.
CP34337WO 28.70 1.00 0.78 1200 2.000 27.700 67.5 225 VC F
Existing USMH moved from proposed running lane towards soft ground.
CP34404WO 26.10 1.32 1.02 1050 1.004 24.784 12.3 300 CO C 1.003 24.784 450
Existing MH and downstream pipe. To be mainatined.
2.000 25.150 225
CP34428W 26.13 1.00 0.85 1050 3.000 25.130 23.5 150 VC F
Proposed 150mm diameter filter drain to tie into an existing MH, original MH moved from running lane towards
soft ground.
CP34403W 26.06 1.33 1.03 1200 1.005 24.730 89.2 300 CO C 1.004 24.750 300
265mm orifice plate to be fitted into existing manhole to provide flow control. Final flow control size subject to
US pipe levels to be determined during a detailed drainage survey.
3.000 24.750 150
CP34312W 25.99 1.49 1.49 1200 OUTFALL CO F 1.005 24.500 300
Existing MH to be mainatined.
1D Amended drawing and job title
KG 02/03/15