appendix 4 – mcj corridor appendix 4.1: drawing ewrh …
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HS2-EWR Integration GRIP 2 Feasibility Report 148476-NWR-REP-MPM-000003
Page 240 of 357
APPENDIX 4 – MCJ CORRIDOR
Appendix 4.1: Drawing EWRH-EMD-DRG-PBL-200201 (P03) - NRand HS2 Quainton - Calvert Potential Corridor Width Constraints
or similar
Trotread
or similar
Trotread
TR = 350.000m
TR = 275.000m
R = 11995.000m L = 311.048m
TR = 275.000m
TR = 365.000m
R = 7285.000m L = 673.799m
TR = 365.000m
TR = 41.075m
R = 2450.000m L = 27.446m
TR = 42.101m
TR = 42.101m
R = 2450.0
00m L = 27.44
6m
TR = 41.075m
TR = 349.896m
TR = 275.055m
R = 12000.000m L = 311.237m
TR = 275.055m
TR = 364.877m
R = 7280.000m L = 673.208m
TR = 364.877m
TR = 30.000mR = 23000.000m L = 195.585m
TR = 30.000m
R = 7266.220m L = 325.339m
TR = 60.000m
R = 2400.000m L = 46.672m
TR = 60.000m
TR = 30.000m
R = 4000.000m L = 263.360m
TR = 30.000m
TR = 30.000m
R = 4000.0
00m L = 82.24
7m
TR = 30.000m
50.0
00
50.0
00
100.0
00
200.0
00
300.0
00
400.0
00
500.0
00
600.0
00
700.0
00
800.0
00
900.0
00
1000.0
00
1100.0
00
1200.0
00
1300.0
00
1400.0
00
1500.0
00
1600.0
00
1700.0
00
1800.0
00
1900.0
00
2000.0
00
2100.0
00
2200.0
00
2300.0
00
2400.0
00
2500.0
00
2600.0
00
2700.0
00
2800.0
00
2900.0
00
3000.0
00
3100.0
00
3200.0
00
3300.0
00
3400.0
00
3500.0
00
3600.0
00
3700.0
00
3800.0
00
3900.0
00
4000.0
00
4100.0
00
4200.0
00
4300.0
00
FP
CP
FP
CP
CEN56 BV8 20mph
CEN56 CV9.25 25mph
CEN56 CV9.25 25mph
R = 250.
000m L = 31.194
m
STR = 51.001mR = 381.384m L = 30.000m
R = 381.38
4m L = 30.0
00m
70+900.0
00
71+000.0
00
71+100.0
00
71+200.0
00
71+300.0
00
71+400.0
00
71+500.0
00
71+600.0
00
71+700.0
00
71+800.0
00
71+900.0
00
72+000.0
00
72+100.0
00
72+200.0
00
72+300.0
00
72+400.0
00
72+500.0
00
72+600.0
00
72+700.0
00
72+800.0
00
72+900.0
00
73+000.0
00
73+100.0
00
73+200.0
00
73+300.0
00
73+400.0
00
73+500.0
00
73+600.0
00
73+700.0
00
73+800.0
00
73+900.0
00
74+000.0
00
74+100.0
00
74+200.0
00
74+300.0
00
74+400.0
00
74+500.0
00
74+600.0
00
74+700.0
00
74+800.0
00
74+900.0
00
75+000.0
00
75+100.0
00
75+200.0
00
75+300.0
00
75+400.0
00
75+500.0
00
75+600.0
00
75+700.0
00
75+800.0
00
75+900.0
00
76+000.0
00
76+100.0
00
76+200.0
00
76+300.0
00
76+400.0
00
76+500.0
00
76+600.0
00
76+700.0
00
76+800.0
00
76+900.0
00
77+000.0
00
77+100.0
00
77+200.0
00
77+300.0
00
77+400.0
00
77+500.0
00
77+600.0
00
77+700.0
00
77+800.0
00
77+900.0
00
78+000.0
00
78+100.0
00
78+200.0
00
78+300.0
00
78+400.0
00
78+500.0
00
Dra
win
g N
um
ber
Sheet Size A1+15 594 x 3991
Legend/Notes
Scale(s)
Drawing Number Revision
of
Sheet
Signed
Signed
Signed
Project
Status
Rev Date Description of Revisions Drawn
Designed
Drawing Title
Contractor(s)
DateSigned
Drawn
Checked
Approved
Chkd Appr
Date
Date
Date
ELR & Mileage
Alternative Reference
Suitability
NetworkRail
EC2M 4YE
London
6 Devonshire Square
Parsons Brinckerhoff
S1
ELR & Mileage
EW
RH-E
MD-D
RG-P
BL-2
00201
7b2d7246-bfbb-4db1-be22-5e7ae67ee978
SBRAJS03/12/15
EWRH-EMD-DRG-PBL-200201
SECTIONS 1:100
SHEEPHOUSE WOOD
DECOYPOND WOOD
HS2 DOWN HS2 UP
(PASSIVE)
MCJ3 DOWN MCJ3 UP
HS2 DOWN HS2 UP
MCJ3 UPMCJ3 DOWN
HS2 DOWN HS2 UP
(PASSIVE)
MCJ3 DOWN MCJ3 UP
HS2 UPHS2 DOWN
MCJ3 DOWN MCJ3 UP
QUAINTON
2
2
HS2 DOWN HS2 UP
MCJ3 UPMCJ3 DOWN
SHEEPHOUSE WOOD MITIGATION STRUCTURE (TBC)
HS2 Limit of Deviation (LOD)
HS2 tracks
PLAN KEY
SECTION KEY
HS2 Cross Section
EW
RH-E
MD-D
RG-P
BL-2
00201
7b2d7246-bfbb-4db1-be22-5e7ae67ee978
(CHAINAGE 77+294)
ADJACENT TO SHEEPHOUSE WOOD
SECTION 6 - 6(CHAINAGE 74+800)
SECTION 2 - 2(CHAINAGE 72+950)
TO CALVERT / CLAYDON JUNCTION
TO LONDON
200 FENCE
7500
7150
2817
1000
1000
EXISTING WHITEHILLS OVERBRIDGE
EXISTING ADAM'S OCCUPATION UNDERBRIDGE
21738
21388
14238 CORRIDOR REQUIRED BY NR
11420 CORRIDOR PROVIDED BY HS2
LIMIT OF MCJ3 DESIGN AS PROVIDED BY HS2
1000
10840
3000
3300
3000
Indicative OLE foundation
or cutting slope (1 in 2)
Indicative embankment
1410700700Drainage Catchpit
3300
1970
300
7001410 700
189189
(Based on drawing C241-PBR-RT-DSE-020-000002 P01)
AS PROVIDED BY THE HYBRID BILL
SECTION SHOWS TYPICAL ARRANGEMENT FOR HS2 ADJACENT TO THE NR CORRIDOR
(Based on drawing C241-PBR-RT-DSE-020-000003 P01)
AS PROVIDED BY THE HYBRID BILL
SECTION SHOWS TYPICAL ARRANGEMENT FOR HS2 ADJACENT TO THE NR CORRIDOR
2442
2092
(PROVISION FOR SHEEPHOUSE WOOD MITIGATION STRUCTURE SHOWN)
EXTENT OF SECTION 6 - 6
1000 (See note 2)
EXISTING MCJ3
1 1
J SymondsSCALE (metres)
PLAN (1:2000 at full scale)
SECTIONS (1:100 at full scale)
WIDTH CONSTRAINTS
POTENTIAL CORRIDOR
QUAINTON - CALVERT
NR and HS2
account for electrical potentials.
restricted. The distance may require to be increased to
installation/maintenance of the OLE in the area where space is
nearest OLE. This is a nominal allowance to accommodate
2. A distance of 1m has been allowed between a structure and the
1. All dimensions are in millimetres
(NARROWEST RAILWAY WIDTH CORRIDOR)
NR TWIN TRACK IN AREA OF SHEEPHOUSE WOOD
N/A
10595 CORRIDOR PROVIDED BY HS2
DIMENSION)3643 (TABULATED
168 (TABULATED DIMENSION)
QUAINTON BRIDLEWAY CROSSING
QUAINTON BRIDLEWAY OVERBRIDGE
4645 (TABULATED DIMENSION)
7150
21388
NR Typical Cross Section with OLE
NR TYPICAL CROSS SECTION (NO PROVISION FOR OLE)
(Based on drawing C222-ATK-BR-DGA-020-000041 P02)
AS PROVIDED BY THE HYBRID BILL
SECTION SHOWS TYPICAL ARRANGEMENT FOR HS2 ADJACENT TO THE NR CORRIDOR
EXISTING MCJ3 UP AND DOWN LINE
HS2 PROPOSED QUAINTON BRIDLEWAY OVERBRIDGE
HS2 PROPOSED QUAINTON BRIDLEWAY OVERBRIDGE
HS2 UPHS2 DOWN
MCJ3 UP/DOWN
TABLE SHOWING CORRIDOR WIDTH CONSTRAINT VERSUS CHAINAGE
DOUBLE TRACK RAILWAY AT GRADE TRACK WITH OLE
NETWORK RAIL GENERIC SECTION
HS2 LIMIT OF DEVIATION (COINCIDENT WITH THE NR
BOUNDARY IN THE SHEEPHOUSE WOOD AREA)
10
10
HYBRID BILL LOD CHANGES TO WEST OF MCJ LINES
NETWORK RAIL BOUNDARY
WITH THE ADDITION OF THE GENERIC NR CROSS SECTION WITH OLE
(Based on drawing C241-PBR-RT-DSE-020-000003 P01)
AS PROVIDED BY THE HYBRID BILL
SECTION SHOWS TYPICAL ARRANGEMENT FOR HS2 ADJACENT TO THE NR CORRIDOR
NEAREST OLE AND WIDTH 200mm
ASSUMED TO BE 1m FROM
NR BOUNDARY FENCE
AT TIGHTEST POINT CHAINAGE 77+294
LOCATION OF NR BOUNDARY (AND HS2 LoD)
NR GENERIC SECTION (PROVISION FOR OLE)
WITH THE ADDITION OF THE GENERIC NR CROSS SECTION WITH OLE
(Based on drawing C241-PBR-RT-DSE-020-000002 P01)
AS PROVIDED BY THE HYBRID BILL
SECTION SHOWS TYPICAL ARRANGEMENT FOR HS2 ADJACENT TO THE NR CORRIDOR
6
6
(SCALE 1:2000 AT FULL SCALE)
Ch 71+000 TO 78+000
QUAINTON TO CALVERT
PLAN OF NR AND HS2
NEAREST OLE AND WIDTH 200mm
ASSUMED TO BE 1m FROM
NR BOUNDARY FENCE
LOCATION OF NR BOUNDARY
NR GENERIC SECTION (PROVISION FOR OLE)
14238 CORRIDOR REQUIRED BY NR
AND WIDTH 200mm
NR BOUNDARY FENCE ASSUMED TO BE 1m FROM NEAREST OLE
NR GENERIC SECTION (PROVISION FOR OLE)
14238 CORRIDOR REQUIRED BY NR
LOCATION OF NR BOUNDARY
WITH THE ADDITION OF THE GENERIC NR CROSS SECTION WITH OLE
(Based on drawing C241-PBR-RT-DSE-020-000002 P01)
AS PROVIDED BY THE HYBRID BILL
SECTION SHOWS TYPICAL ARRANGEMENT FOR HS2 ADJACENT TO THE NR CORRIDOR
NR Cross Section utilised by HS2
NR tracks (as provided by HS2)
NR Passive provision (as provided by HS2)
East West Rail \ HS2 Integration
P02 SB30/10/15 RAJS
JYJS30/10/15 RAP01
Network Rail Property Boundary
Network Rail Property Boundary south of ch76+400
TO AYLE
SBURY
WMF SIDINGS
NR Property boundary added
For Information
Section names updated
Fit for Coordination
HS2 LOD
NR LAND OWNERSHIP
1000 (See note 2)
NR LAND OWNERSHIP
HS2 LOD
NR LAND OWNERSHIP
HS2 LOD
SECTION 10 - 10
EXTENT OF SECTION 10 - 10 (HS2 SHEEPHOUSE WOOD MITIGATION STRUCTURE)
J.Symonds 02/12/15
R.Algeo 03/12/15
03/12/15S.Brunton
P03
P03
P03
P03
02/12/15
0 5020 200100
@ 1:2000METRES
0 10521
@ 1:100METRES
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