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