a1 birtley to coal house scheme number: tr010031 2.5 ... · drawings should be read alongside...

APFP Regulation 5(2)(o) and 6(2)

Planning Act 2008

Infrastructure Planning (Applications: Prescribed

Forms and Procedure) Regulations 2009

Volume 2 April 2020

A1 Birtley to Coal House

Scheme Number: TR010031

2.5 Engineering Section Drawings


Engineering Section Drawings

Planning Inspectorate Scheme Ref: TR010031 Application Document Ref: TR010031/APP/2.5

Infrastructure Planning

Planning Act 2008

The Infrastructure Planning (Applications: Prescribed Forms and Procedure - APFP) Regulations 2009

The A1 Birtley to Coal House Development Consent Order 20[xx]

ENGINEERING SECTION DRAWINGS

Regulation Reference: APFP Regulation 5(2)(o) and 6(2)

Planning Inspectorate Scheme Reference

TR010031

Application Document Reference TR010031/APP/2.5

Author: A1 Birtley to Coal House Project Team, Highways England

Version Date Status of Version

Rev 2 20/04/2020 Examination Deadline 4 (Viaduct Options)




CONTENTS

1 Introduction ............................................................................................................. 1

1.1 Purpose of this Document ......................................................................................... 1

2 Schedule of Plans included in this Application Document ................................. 3


Page 1



1 INTRODUCTION

1.1 Purpose of this Document

1.1.1 The Engineering Section Drawings (the “Drawings”) relate to an application made by Highways England (the "Applicant") to the Secretary of State for Transport under the Planning Act 2008 (the "2008 Act") for a Development Consent Order (DCO). If made, the DCO would grant consent for A1 Birtley to Coal House (the "Scheme"). A detailed description of the Scheme can be found in Chapter 2 of the Environmental Statement (ES) (Application Document Reference: TR010031/APP/6.1).

1.1.2 The drawings have been amended since the previous version by the inclusion of additional land within the Order limits as shown on drawing TRO010031/APP/2.5 (A) to the South of Allerdene Railway Bridge. These drawings also allow the inclusion of additional engineering options within the Order limits as shown on drawing TRO010031/APP/2.5 (A) in relation to the option of narrower lanes on Kingsway Viaduct; and TRO010031/APP/2.5 (B) in respect of a three-span viaduct option for the proposed Allerdene Railway Bridge. The Applicant has submitted a request to the Examining Authority (AS-009) to amend the Order limits to include additional land to be subject to powers of temporary possession that is required for a construction compound and materials stockpile, and to accommodate these additional engineering options. Should the amendments to the application be admitted by the Examining Authority these drawings should be substituted for those shown in the table in Section 2 of this document.

1.1.3 The Drawings comprise part of the suite of Application documentation and are included in the Application in compliance with Regulation 5(2)(o) and 6(2) of the Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, which requires:

“5(2)(o) any other plans, drawings and sections necessary to describe the proposals for which development consent is sought, showing details of design, external appearance and the preferred layout of buildings or structures, drainage, surface water management, means of vehicular and pedestrian access, any car parking to be provided, and means of landscaping;”

“6(2) If the application is for highway related development or for the construction or alteration of a railway, it must be accompanied by section drawings to suitable horizontal and vertical scales which show, by reference to Ordnance Survey or Chart datum:

(a) The levels of the proposed works, including in particular and where relevant

(i) ground levels;

(ii) the height of every proposed bridge, viaduct, aqueduct, embankment, and elevated guideway;

(iii) the depth of every proposed cutting and tunnel;

(iv) the levels of the bed of any tidal waters or inland waterway in which it is proposed that any works should be situated;

(v) the height of every structure or device (including a cable, but not catenary


Page 2



and related equipment) intended to be erected above, on or below the surface of, or on or beneath the bed of tidal waters or an inland waterway; and

(vi) drainage outfall details for highways;

(b) A cross section of every intended tunnel and any altered gradient of a carriageway or a way forming part of a guided transport system on either side of every level crossing, bridge, tunnel or underpass which would carry the carriageway or way or through which it would pass.”

1.1.4 These Drawings are also being submitted under Regulation 5(4) of the 2009 Regulations which states:

"Where a plan comprises three or more separate sheets a key plan must be provided showing the relationship between the different sheets."

1.1.5 As the Drawings are part of the Application documentation, they should be read alongside and are informed by the other Application documents. In particular, the Drawings should be read alongside Schedule 1 of the draft Development Consent Order (Application Document Reference: TR010031/APP/3.1), the General Arrangement Plans (Application Document Reference: TR010031/APP/2.6) and the Structures Engineering Drawings and Sections (Application Document Reference: TR010031/APP/2.7).

1.1.6 Following the submission of the Engineering Section Drawings (APP-009) for Deadline 3 (16/03/20), the following amendments have been instigated for Deadline 4. The amendments detailed below have been commissioned by the Applicant following comments received via previous written representation and questions from the Planning Inspectorate and Consultees. The Scheme has also been subject to design changes following technical variations identified by the contractor in accordance with Sections 87(1) and 89 of the Planning Act (2008).

• The key plan has been updated to include an additional area of land within the Order Limits and the option of narrower lanes over the Kingsway Viaduct.

• Sheet 1 has been updated to show the 3-span bridge option.


Page 3



2 SCHEDULE OF PLANS INCLUDED IN THIS APPLICATION DOCUMENT

Document Title Document Number Old

Revision New

Revision Change

Engineering Section Drawings – Regulation 5(2)(o), 6(2) & 5(4) – Key Plan

TR010031/APP/2.5(A) Rev 1 Rev 2 Updated to show the additional area of land within the Order Limits and the option of narrower lanes over the Kingsway Viaduct.

Engineering Section Drawings – Regulation 5(2)(o) & 6(2) – Sheet 1 of 9

TR010031/APP/2.5(B) Rev 1 Rev 2 Updated to show the 3-span bridge option.


TR010031/APP/2.5(C) Rev 1

No change


TR010031/APP/2.5(D) Rev 1

No change


TR010031/APP/2.5(E) Rev 1

No change


TR010031/APP/2.5(F) Rev 1

No change


TR010031/APP/2.5(G) Rev 1

No change


TR010031/APP/2.5(H) Rev 1

No change


Page 4




TR010031/APP/2.5(I) Rev 1

No change


TR010031/APP/2.5(J) Rev 1

No change

SHEET 1

REFERENCE 1

SHEET 1

REFERENCE 2

SHEET 2

REFERENCE 1

SHEET 2

REFERENCE 2

SHEET 3

REFERENCE 1

SHEET 3

REFERENCE 2

SHEET 4

REFERENCE 1

JUNCTION 66 - EIGHTON LODGE

JUNCTION 67 - COAL HOUSE

SHEET 4

REFERENCE 2

SHEET 7

REFERENCE 1

SHEET 5

REFERENCE 1

SHEET 5

REFERENCE 2

SHEET 6

REFERENCE 1

SHEET 6

REFERENCE 2

SHEET 7

REFERENCE 2

SHEET 8

REFERENCE 1

SHEET 8

REFERENCE 2

SHEET 9

REFERENCE 1

RETAIL WORLD

TEAM VALLEY

LAMESLEY

BIRTLEY

JUNCTION 65

BIRTLEY

A1

A

1

A

1

A

1

A

1

A

1

GATESHEAD

BOROUGH

SUNDERLAND

CITY COUNCIL

JUNCTION 68

LOBLEY HILL

COUNTY DURHAM

UNITARY AUTHORITY

NOTES

1. NO DETAILS HAVE BEEN PROVIDED NORTH OF JUNCTION 67 (COAL HOUSE) AS

THE CARRIAGEWAY IS NOT BEING AMENDED.

2. DO NOT SCALE FROM THIS DRAWING.

KEY

ORDER LIMITS

LOCAL AUTHORITY BOUNDARY

THE SCHEME (SHOWN FOR ILLUSTRATIVE PURPOSES ONLY)

Suitability Status

TR010031/APP/2.5(A)

Client

WSP Project Number:

PINS Reference Number

Rev. Date

Description By

Eng'

Ch'k

App'd

Disc'

Ch'k

Date

DrawnScale

Drawing Title

Project Title

Date Date Date

Eng. Check Approved Authorised

Original Size

Drawing Number Revision

HE PIN Originator Volume

Section Type Role NumberType ID Direction

PW Stage Code

S0Work in Progress

70041947 HE551462-WSP-LSI-ZZ-DR-ZL-45000

---PGPGMBFirst Revision28/11/18P01

---PGPGSBREVISED TO ALIGN WITH UPDATED DCO COMMENTS02/01/19P02


NRIAIAAW

Design Update

22/07/19C01

------------28/01/20P05.1

3

A1

1:10000

---

---

---

---

---

---

---

---

P05.1

45000ZLDRZZ

LSIWSPHE551462

KEY PLAN

DRAWINGS

ENGINEERING SECTIONS

A1 BIRTLEY TO COAL HOUSE

Project Title

© Crown Copyright and Database Rights 2020 Ordnance Survey 100030649

0m

SCALE 1:10000

100m 150m25m 50m

0 22/07/19 APPLICATION ISSUE IA IA

2

Application Issue

AW NGR

1 25/02/20 EXAMINATION DEADLINE 2 UPDATE MB MBJS NGR

20/04/20

n.rawcliffe

20/04/20

m.birkett

20/04/20

m.birkett

20/04/20

a.khaji

2 20/04/20 EXAMINATION DEADLINE 4 UPDATEMB

MBAK NGR

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20.744

20.827

20.910

20.993

21.076

21.159

21.242

21.325

21.408

21.491

21.574

21.658

21.776

21.945

22.163

22.432

22.750

23.119

23.519

23.919

24.319

24.719

25.119

25.519

25.915

26.294

26.655

26.997

27.322

27.628

27.916

28.186

28.438

28.672

28.887

29.084

29.263

29.424

29.567

29.691

29.798

29.886

29.956

30.009

30.059

30.109

30.159

30.209

30.259

30.309

30.359

30.409

30.459

30.509

30.559

30.609

30.659

30.709

30.759

30.809

30.859

30.909

30.959

20.654

20.772

20.894

21.012

21.113

21.205

21.304

21.416

21.509

21.599

21.767

21.697

20.663

20.523

20.903

21.349

20.467

18.896

17.760

16.957

16.729

16.755

16.964

16.778

16.801

16.560

16.319

15.650

16.773

16.632

16.802

16.965

17.047

17.233

17.645

17.936

17.829

18.054

18.651

19.020

19.467

19.565

19.664

19.763

19.861

19.701

19.932

20.305

20.393

21.298

21.923

22.858

23.847

25.088

26.079

26.918

27.269

27.513

27.758

28.003

28.247

28.492

28.404

0.089

0.055

0.016

-0.019

-0.037

-0.046

-0.062

-0.091

-0.102

-0.108

-0.194

-0.040

1.114

1.422

1.261

1.082

2.283

4.224

5.759

6.961

7.589

7.964

8.155

8.741

9.113

9.734

10.336

11.348

10.549

10.997

11.115

11.221

11.392

11.438

11.242

11.148

11.435

11.371

10.915

10.671

10.331

10.320

10.292

10.247

10.198

10.409

10.228

9.905

9.866

9.011

8.437

7.551

6.612

5.422

4.480

3.691

3.391

3.196

3.002

2.807

2.612

2.418

2.556

L=281.655m

L=87.523m

L=86.000m

L=86.000m

L=

43.0

00m

R=510.000m

A=43860.0

00 A=43860.000 A=

21930.0

00

æ

G=0.830 G=4.000 G=0.500

L=112.012m L=62.193m L=273.936m

R=2000.000m

R=-5500.000m

L=63.399m

L=192.499m

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

HORIZONTAL

VERTICAL

Datum:5.000 mAOD

MAINLINE SECTION 2 - Ch10965m TO Ch11600m

LONGITUDINAL SECTION

Southbound Design Speed 85kph, Northbound Design Speed 85kph

Horizontal Scale = 1:1250, Vertical Scale = 1:250

REFERENCE 2

31.009

28.083

2.927

10970.000

10980.000

10990.000

11000.000

11010.000

11020.000

11030.000

11040.000

11050.000

11060.000

11070.000

11080.000

11090.000

11100.000

11110.000

11120.000

11130.000

11140.000

11150.000

11160.000

11170.000

11180.000

11190.000

11200.000

11210.000

11220.000

11230.000

11240.000

11250.000

11260.000

11270.000

11280.000

11290.000

11300.000

11310.000

11320.000

11330.000

11340.000

11350.000

11360.000

11370.000

11380.000

11390.000

11400.000

11410.000

11420.000

11430.000

11440.000

11450.000

11460.000

11470.000

11480.000

11490.000

11500.000

11510.000

11520.000

11530.000

11540.000

11550.000

11560.000

11570.000

11580.000

11590.000

11600.000

PROPOSED CULVERT

STRUCTURE

PROPOSED ALLERDENE

BRIDGE

5.8m MIN. HEADROOM

CU

TLIN

E 2

CU

TLIN

E 1

WORK NUMBER

1a and b

WORK NUMBER 5bWORK NUMBER 20

WORK NUMBER 23

WORK NUMBER

4a and b

WORK NUMBER

4a and 4b

WORK NUMBER 5a

RELATING TO

BLUE HATCH

WORK NUMBER 5a

WORK NUMBER 15

DRAINAGE OUTFALL 8

19.482

19.288

19.101

18.922

18.750

18.586

18.429

18.279

18.137

18.002

17.874

17.754

17.641

17.536

17.438

17.348

17.264

17.189

17.120

17.059

17.005

16.959

16.920

16.889

16.865

16.848

16.839

16.837

16.842

16.855

16.875

16.903

16.938

16.980

17.030

17.087

17.151

17.223

17.302

17.389

17.483

17.585

17.693

17.810

17.933

18.064

18.202

18.348

18.501

18.662

18.830

19.001

19.166

19.325

19.478

19.624

19.765

19.898

20.026

20.147

20.262

20.371

20.473

20.570

20.659

19.430

19.214

19.021

18.824

18.637

18.480

18.354

18.234

18.117

18.002

17.879

17.761

17.641

17.525

17.420

17.335

17.258

17.180

17.100

17.022

16.944

16.869

16.786

16.719

16.722

16.691

16.689

16.741

16.790

16.799

16.824

16.858

16.914

16.990

17.081

17.090

17.161

17.253

17.345

17.468

17.586

17.708

17.828

17.976

18.150

18.348

18.588

18.761

18.885

19.020

19.134

19.254

19.368

19.491

19.604

19.723

19.845

19.976

20.092

20.215

20.320

20.382

20.459

20.507

20.581

0.052

0.073

0.080

0.098

0.114

0.105

0.075

0.045

0.020

-0.001

-0.005

-0.007

0.000

0.012

0.019

0.012

0.007

0.008

0.020

0.038

0.061

0.090

0.134

0.169

0.142

0.157

0.149

0.095

0.053

0.055

0.051

0.045

0.024

-0.010

-0.051

-0.003

-0.010

-0.029

-0.043

-0.078

-0.103

-0.123

-0.134

-0.167

-0.217

-0.284

-0.386

-0.412

-0.384

-0.358

-0.305

-0.254

-0.202

-0.166

-0.126

-0.099

-0.081

-0.078

-0.066

-0.068

-0.058

-0.010

0.014

0.063

0.078

L=231.057m

L=124.143m

L=208.489m

L=100.000m

R=-1440.000mR=-2850.000m

A=41200.000

æ

R=13541.530m

R=-15900.000m

L=626.556m

L=143.557m

JU

NC

TIO

N 67

CO

AL H

OU

SE





REFERENCE 1

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

HORIZONTAL

VERTICAL

Datum:5.000 mAOD

10320.000

10330.000

10340.000

10350.000

10360.000

10370.000

10380.000

10390.000

10400.000

10410.000

10420.000

10430.000

10440.000

10450.000

10460.000

10470.000

10480.000

10490.000

10500.000

10510.000

10520.000

10530.000

10540.000

10550.000

10560.000

10570.000

10580.000

10590.000

10600.000

10610.000

10620.000

10630.000

10640.000

10650.000

10660.000

10670.000

10680.000

10690.000

10700.000

10710.000

10720.000

10730.000

10740.000

10750.000

10760.000

10770.000

10780.000

10790.000

10800.000

10810.000

10820.000

10830.000

10840.000

10850.000

10860.000

10870.000

10880.000

10890.000

10900.000

10910.000

10920.000

10930.000

10940.000

10950.000

10960.000

EXISTING KINGSWAY VIADUCT

WITH PROPOSED WIDENING

5.56m MIN. HEADROOM

CU

TLIN

E 1

SC

HE

ME

EX

TE

NT

S / T

IE

IN

WORK NUMBER

1a and b

DRAINAGE OUTFALL 9

DRAINAGE OUTFALL 13

DRAINAGE OUTFALL 11

DRAINAGE OUTFALL 12

WORK NUMBER

1a and b

WORK NUMBER 2

NOTES

1. ALL DIMENSIONS ARE IN METRES UNLESS STATED OTHERWISE

2. ENGINEERING SECTION DRAWINGS, REGULATION 6(2) SHOULD BE READ IN

CONJUNCTION WITH GENERAL ARRANGEMENT DRAWINGS (DOCUMENT

REFERENCE TR010031/APP/2.6)

3. ALL STRUCTURES AND CULVERT LOCATIONS ARE INDICATIVE

4. PLANS TO BE READ IN CONJUNCTION WITH ALL OTHER PLANS AND

DOCUMENTS IN THE DEVELOPMENT CONSENT ORDER APPLICATION

(DOCUMENT REFERENCE TR010031/APP/3.1)

5. MAINLINE LONG SECTIONS WERE CUT THROUGH CENTRAL RESERVATION,

FOR SPECIFIC DESIGN SPEED INFORMATION SEE INDIVIDUAL LONG

SECTIONS.


7. THE PROPOSED CONSTRUCTION OF ALLERDENE CULVERT (WORKS 20)

ONLY APPLIES TO THE SINGLE SPAN OPTION, THE 6 & 7 SPAN VIADUCT

OPTIONS REQUIRE DITCHES AND THEREFORE ARE NOT SHOWN.

8. THE DRAINAGE OUTFALL DISCHARGE POINTS DO NOT ALL LIE ON THE

MAINLINE, SEE THE WORKS PLANS (DOCUMENT REFERENCE

TR010031/APP/2.3) FOR EXACT LOCATIONS.

KEY

PROPOSED LEVELS

EXISTING LEVELS

STRUCTURES

WIDENING FOR 7 SPAN VIADUCT OPTION




Suitability Status

TR010031/APP/2.5(B)

Client

WSP Project Number:


Rev. Date

Description By

Eng'

Ch'k

App'd

Disc'

Ch'k

Date

DrawnScale

Drawing Title

Project Title

Date Date Date


Original Size




PW Stage Code

S0Work in Progress

70041947 HE551462-WSP-LSI-ZZ-DR-ZL-45001




NRIAIAAW

Design Update

22/07/19C01

------------28/01/20P05.1

3

A1

As Shown

---

---

---

---

---

---

---

---

P05.1

45001ZLDRZZ

LSIWSPHE551462

SHEET 1 OF 9

REGULATION 5(2)(o) AND REGULATION 6(2)

LONG SECTIONS

ENGINEERING SECTIONS


5m0m 25m10m

0m

15m

SCALE 1:250

SCALE 1:1250

100m 150m25m 50m

0 22/07/19 APPLICATION ISSUE IA IA

2

Application Issue

AW NGR

1 25/02/20 EXAMINATION DEADLINE 2 UPDATE MB MBJS NGR

20/04/20

n.rawcliffe

20/04/20

m.birkett

20/04/20

m.birkett

20/04/20

a.khaji

2 20/04/20 EXAMINATION DEADLINE 4 UPDATEMB

MBAK NGR

59.139

59.668

60.197

60.726

61.255

61.785

62.314

62.843

63.372

63.901

64.430

64.959

65.488

66.018

66.547

67.076

67.605

68.134

68.663

69.192

69.721

70.250

70.771

71.283

71.786

72.280

72.765

73.241

73.707

74.165

74.613

75.053

75.483

75.904

76.316

76.719

77.113

77.498

77.874

78.241

78.598

78.947

79.286

79.616

79.938

80.250

80.553

80.847

81.132

81.407

81.674

81.932

82.180

82.419

82.650

82.871

83.083

83.286

83.480

83.665

83.841

84.007

84.165

84.313

84.453

84.583

59.019

59.540

60.050

60.553

61.077

61.569

62.098

62.601

63.098

63.601

64.140

64.618

65.121

65.634

66.128

66.636

67.135

67.627

68.136

68.682

69.194

69.703

70.219

70.708

71.199

71.700

72.192

72.701

73.197

73.691

74.184

74.630

75.090

75.554

76.016

76.415

76.892

77.275

77.672

78.096

78.430

78.849

79.113

79.468

79.814

80.149

80.469

80.781

81.091

81.378

81.675

81.984

82.262

82.527

82.766

82.973

83.175

83.382

83.593

83.781

83.932

84.114

84.225

84.390

84.504

84.613

0.121

0.129

0.148

0.173

0.178

0.216

0.215

0.241

0.274

0.301

0.291

0.342

0.367

0.383

0.419

0.440

0.470

0.508

0.528

0.511

0.527

0.547

0.553

0.575

0.588

0.580

0.572

0.539

0.510

0.474

0.429

0.423

0.394

0.351

0.300

0.305

0.222

0.224

0.202

0.145

0.168

0.098

0.173

0.149

0.123

0.100

0.083

0.066

0.041

0.030

-0.002

-0.053

-0.082

-0.107

-0.116

-0.102

-0.092

-0.095

-0.113

-0.116

-0.092

-0.107

-0.061

-0.076

-0.052

-0.030

L=709.547mL=29.164m

R=-1720.000mA=70319.754

R=-11000.000m

L=693.133m

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

HORIZONTAL

VERTICAL

Datum:55.000 mAOD





REFERENCE 2

12240.000

12250.000

12260.000

12270.000

12280.000

12290.000

12300.000

12310.000

12320.000

12330.000

12340.000

12350.000

12360.000

12370.000

12380.000

12390.000

12400.000

12410.000

12420.000

12430.000

12440.000

12450.000

12460.000

12470.000

12480.000

12490.000

12500.000

12510.000

12520.000

12530.000

12540.000

12550.000

12560.000

12570.000

12580.000

12590.000

12600.000

12610.000

12620.000

12630.000

12640.000

12650.000

12660.000

12670.000

12680.000

12690.000

12700.000

12710.000

12720.000

12730.000

12740.000

12750.000

12760.000

12770.000

12780.000

12790.000

12800.000

12810.000

12820.000

12830.000

12840.000

12850.000

12860.000

12870.000

12880.000

12890.000

EXISTING EIGHTON LODGE SLIP ROAD

UNDERBRIDGE TO BE WIDENED

5.03m MIN. PROPOSED HEADROOM

EXISTING CULVERT

STRUCTURE

CU

TLIN

E 4

CU

TLIN

E 3

JU

NC

TIO

N 66

EIG

HT

ON

LO

DG

E

WORK NUMBER

6a and b

DRAINAGE OUTFALL 5

31.009

31.059

31.109

31.159

31.209

31.259

31.309

31.359

31.435

31.560

31.735

31.961

32.236

32.562

32.937

33.362

33.819

34.300

34.804

35.329

35.858

36.387

36.916

37.445

37.974

38.503

39.032

39.562

40.091

40.620

41.149

41.678

42.207

42.736

43.265

43.795

44.324

44.853

45.382

45.911

46.440

46.969

47.498

48.028

48.557

49.086

49.615

50.144

50.673

51.202

51.731

52.260

52.790

53.319

53.848

54.377

54.906

55.435

55.964

56.493

57.023

57.552

58.081

58.610

28.083

28.294

28.556

28.749

28.973

29.329

29.672

30.033

30.404

30.801

31.201

31.618

32.052

32.482

32.910

33.345

33.804

34.258

34.849

35.345

35.907

36.353

36.895

37.430

37.885

38.412

39.021

39.562

40.082

40.609

41.162

41.688

42.181

42.678

43.190

43.743

44.278

44.786

45.331

45.929

46.519

47.090

47.643

48.177

48.727

49.250

49.745

50.266

50.803

51.319

51.806

52.328

52.958

53.515

53.910

54.425

54.926

55.443

55.965

56.476

56.988

57.497

58.007

58.508

2.927

2.766

2.554

2.410

2.237

1.930

1.637

1.327

1.031

0.759

0.534

0.342

0.185

0.080

0.027

0.017

0.015

0.042

-0.046

-0.017

-0.050

0.034

0.022

0.016

0.089

0.091

0.012

0.000

0.008

0.010

-0.013

-0.010

0.027

0.059

0.075

0.052

0.045

0.067

0.050

-0.018

-0.078

-0.120

-0.145

-0.149

-0.170

-0.164

-0.131

-0.123

-0.129

-0.117

-0.074

-0.068

-0.169

-0.196

-0.062

-0.049

-0.020

-0.007

-0.001

0.018

0.035

0.054

0.074

0.101

L=188.901m

L=204.200m

L=86.000m

L=72.000m

R=510.000m

A=43860.000

A=123840.000æ

G=5.291

L=660.375m

R=2000.000m R=4302.200m

L=78.289m

L=37.719m

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

HORIZONTAL

VERTICAL

Datum:25.000 mAOD



Southbound Design Speed 85kph - 120kph, Northbound Design Speed 85kph


REFERENCE 1

11600.000

11610.000

11620.000

11630.000

11640.000

11650.000

11660.000

11670.000

11680.000

11690.000

11700.000

11710.000

11720.000

11730.000

11740.000

11750.000

11760.000

11770.000

11780.000

11790.000

11800.000

11810.000

11820.000

11830.000

11840.000

11850.000

11860.000

11870.000

11880.000

11890.000

11900.000

11910.000

11920.000

11930.000

11940.000

11950.000

11960.000

11970.000

11980.000

11990.000

12000.000

12010.000

12020.000

12030.000

12040.000

12050.000

12060.000

12070.000

12080.000

12090.000

12100.000

12110.000

12120.000

12130.000

12140.000

12150.000

12160.000

12170.000

12180.000

12190.000

12200.000

12210.000

12220.000

12230.000

EXISTING SMITHY

LANE OVERBRIDGE

6.25m MIN. HEADROOM

NO

RT

HB

OU

ND

DE

SIG

N S

PE

ED

T

RA

NS

IT

IO

N

EXISTING UNNAMED

CULVERT

EXISTING UNNAMED

CULVERT

CU

TLIN

E 3

CU

TLIN

E 2

WORK NUMBER

4a and b

WORK NUMBER

6a and b

WORK NUMBER 22

DRAINAGE OUTFALL 6

DRAINAGE OUTFALL 7A

DRAINAGE OUTFALL 7

NOTES











SECTIONS.








KEY

PROPOSED LEVELS

EXISTING LEVELS

STRUCTURES



Suitability Status

TR010031/APP/2.5(C)

Client

WSP Project Number:


Rev. DateDescription By

Eng'

Ch'k

App'd

Disc'

Ch'k

Date

DrawnScale

Drawing Title

Project Title

Date Date Date


Original Size




PW Stage Code

A3Published - Preliminary Design

70041947

Con

fidential

HE551462-WSP-LSI-ZZ-DR-ZL-45002




NRIAIAAW

Design Update

22/07/19C01

3

A1

As Shown

22/07/19

n.rawcliffe

22/07/19

i.akram

22/07/19

i.akram

22/07/19

A.Wallace

C01

45002ZLDRZZ

LSIWSPHE551462

SHEET 2 OF 9


LONG SECTIONS

ENGINEERING SECTIONS DRAWINGS


5m0m 25m10m

0m

15m

SCALE 1:250

SCALE 1:1250

100m 150m25m 50m

0 22/07/19 APPLICATION ISSUEAW IA

0

Application Issue

A.Wallace

IANGR

1 25/02/20 EXAMINATION DEADLINE 2 UPDATE JS MB MB NGR

J.Singh M.Birkett M.Birkett

25/02/2025/02/20 25/02/20 25/02/20

1

81.452

81.351

81.253

81.168

81.094

81.031

80.981

80.942

80.915

80.900

80.896

80.905

80.925

80.957

81.000

81.056

81.123

81.202

81.292

81.395

81.509

81.635

81.772

81.922

82.083

82.256

82.441

82.637

82.846

83.066

83.298

83.541

83.797

84.064

84.343

84.633

84.933

85.234

85.534

85.835

86.135

86.435

86.736

87.036

87.337

87.637

87.938

88.238

88.539

88.839

89.140

89.440

89.741

90.041

90.342

90.642

90.943

81.457

81.364

81.268

81.186

81.109

81.034

80.979

80.933

80.887

80.876

80.887

80.883

80.903

80.939

80.985

81.038

81.104

81.176

81.278

81.387

81.482

81.612

81.756

81.902

82.056

82.245

82.435

82.606

82.813

83.058

83.289

83.553

83.805

84.068

84.351

84.640

84.944

85.244

85.536

85.833

86.129

86.438

86.730

87.023

87.337

87.639

87.922

88.223

88.531

88.836

89.123

89.424

89.728

90.029

90.325

90.631

90.930

-0.005

-0.014

-0.014

-0.019

-0.015

-0.003

0.001

0.010

0.029

0.023

0.009

0.022

0.021

0.018

0.016

0.018

0.019

0.026

0.014

0.007

0.026

0.023

0.017

0.020

0.028

0.012

0.005

0.032

0.033

0.008

0.008

-0.012

-0.008

-0.004

-0.008

-0.006

-0.011

-0.011

-0.002

0.001

0.007

-0.002

0.006

0.013

0.000

-0.001

0.016

0.015

0.007

0.003

0.016

0.016

0.013

0.013

0.016

0.011

0.012

L=753.960mL=86.000m

A=123840.000

æ

R=8500.000m

L=341.261m

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

HORIZONTAL

VERTICAL

Datum:70.000 mAOD





REFERENCE 2

13480.000

13490.000

13500.000

13510.000

13520.000

13530.000

13540.000

13550.000

13560.000

13570.000

13580.000

13590.000

13600.000

13610.000

13620.000

13630.000

13640.000

13650.000

13660.000

13670.000

13680.000

13690.000

13700.000

13710.000

13720.000

13730.000

13740.000

13750.000

13760.000

13770.000

13780.000

13790.000

13800.000

13810.000

13820.000

13830.000

13840.000

13850.000

13860.000

13870.000

13880.000

13890.000

13900.000

13910.000

13920.000

13930.000

13940.000

13950.000

13960.000

13970.000

13980.000

13990.000

14000.000

14010.000

14020.000

14030.000

14040.000

PROPOSED REPLACEMENT OF

NORTH DENE FOOTBRIDGE

6.3m MIN. HEADROOM

CU

TLIN

E 6

CU

TLIN

E 5

WORK NUMBER

6a and b

DRAINAGE OUTFALL 2

DRAINAGE OUTFALL 4

WORK NUMBER 18

84.704

84.816

84.919

85.013

85.098

85.174

85.241

85.298

85.347

85.386

85.416

85.437

85.450

85.453

85.447

85.431

85.407

85.374

85.331

85.280

85.219

85.150

85.071

84.983

84.886

84.785

84.684

84.583

84.482

84.381

84.280

84.179

84.078

83.977

83.876

83.775

83.674

83.573

83.472

83.371

83.270

83.169

83.068

82.967

82.866

82.765

82.664

82.563

82.462

82.361

82.260

82.159

82.058

81.957

81.856

81.755

81.654

81.553

84.731

84.861

84.992

85.091

85.158

85.220

85.262

85.258

85.290

85.225

85.348

85.349

85.341

85.333

85.370

85.369

85.288

85.238

85.274

85.232

85.166

85.092

85.006

84.927

84.847

84.762

84.675

84.576

84.476

84.344

84.214

84.110

84.021

83.933

83.838

83.749

83.649

83.543

83.451

83.351

83.247

83.148

83.054

82.959

82.840

82.771

82.736

82.646

82.553

82.448

82.354

82.271

82.164

82.060

81.948

81.791

81.666

81.553

-0.026

-0.045

-0.072

-0.077

-0.059

-0.047

-0.022

0.041

0.057

0.161

0.069

0.088

0.109

0.119

0.076

0.063

0.120

0.136

0.058

0.048

0.053

0.057

0.065

0.056

0.038

0.022

0.009

0.006

0.006

0.036

0.066

0.068

0.056

0.043

0.038

0.025

0.024

0.030

0.020

0.020

0.022

0.020

0.014

0.008

0.026

-0.007

-0.072

-0.083

-0.091

-0.088

-0.094

-0.113

-0.107

-0.103

-0.093

-0.036

-0.013

0.000

L=98.490m

L=346.107m

L=118.490m

L=86.000m

R=-6000.000m

R=1440.000m

A=123840.000

æ

G=-1.010

L=352.664m

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

HORIZONTAL

VERTICAL

Datum:65.000 mAOD





REFERENCE 1

12900.000

12910.000

12920.000

12930.000

12940.000

12950.000

12960.000

12970.000

12980.000

12990.000

13000.000

13010.000

13020.000

13030.000

13040.000

13050.000

13060.000

13070.000

13080.000

13090.000

13100.000

13110.000

13120.000

13130.000

13140.000

13150.000

13160.000

13170.000

13180.000

13190.000

13200.000

13210.000

13220.000

13230.000

13240.000

13250.000

13260.000

13270.000

13280.000

13290.000

13300.000

13310.000

13320.000

13330.000

13340.000

13350.000

13360.000

13370.000

13380.000

13390.000

13400.000

13410.000

13420.000

13430.000

13440.000

13450.000

13460.000

13470.000

EXISTING EIGHTON LODGE NORTH


5.03m MIN. PROPOSED HEADROOM

EIGHTON LODGE SOUTH


5.22m MIN. HEADROOM

EXISTING UNNAMED

CULVERT

CU

TLIN

E 5

CU

TLIN

E 4

PROPOSED EXTENSION OF LONGBANK

BRIDLEWAY UNDERPASS

3.0m MIN. HEADROOM

WORK NUMBER

6a and b

WORK NUMBER 19

NOTES











SECTIONS.








KEY

PROPOSED LEVELS

EXISTING LEVELS

STRUCTURES


Suitability Status

TR010031/APP/2.5(D)

Client

WSP Project Number:


Rev. Date

Description By

Eng'

Ch'k

App'd

Disc'

Ch'k

Date

DrawnScale

Drawing Title

Project Title

Date Date Date


Original Size




PW Stage Code


70041947

Co

nfid

en

tia

l





NRIAIAAW

Design Update

22/07/19C01

3

A1

As Shown

22/07/19

n.rawcliffe

22/07/19

i.akram

22/07/19

i.akram

22/07/19

A.Wallace

C01

45003ZLDRZZ

LSIWSPHE551462

SHEET 3 OF 9


LONG SECTIONS




5m0m 25m10m

0m

15m

SCALE 1:250

SCALE 1:1250

100m 150m25m 50m

0 27/07/19 APPLICATION ISSUEAW IA IA

0

Application Issue

NGR



25/02/2025/02/20 25/02/20 25/02/20

1

Datum:1.000 mAOD

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

16.337

16.263

16.156

15.958

15.669

15.290

14.862

14.466

14.081

13.697

13.338

13.012

12.718

12.434

12.151

11.868

11.636

11.488

11.423

11.420

16.329

16.232

16.119

15.963

15.635

15.266

14.853

14.466

14.078

13.696

13.354

13.002

12.706

12.424

12.149

11.867

11.650

11.489

11.443

11.430

0.008

0.032

0.037

-0.005

0.034

0.024

0.010

0.000

0.003

0.001

-0.016

0.009

0.013

0.011

0.002

0.000

-0.014

-0.001

-0.020

HORIZONTAL L=69.883m L=75.465m

L=26.396m

L=10.633m

L

R=-720.000m

R

A

ææ

VERTICAL

G G=-3.848 G=-2.837

G

LL=19.060m

L=30.995m

L

R=-1100.000m

R=3000mR=3000.000m R=1200.000m

L=40.354m

L=16.667m

L=30.333mL=34.039m

0.000

10.000

20.000

30.000

40.000

50.000

60.000

70.000

80.000

90.000

100.000

110.000

120.000

130.000

140.000

150.000

160.000

170.000

180.000

187.377

SOUTHBOUND J67 (COAL HOUSE) OFF SLIP


Design Speed 60kph


REFERENCE 2

A

1

MA

IN

LIN

E

TIE

IN

J67

(C

OA

L H

OU

SE

) T

IE

IN

WORK NUMBER 3a





REFERENCE 1

CU

TLIN

E 6

Level Datum:80.000

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

91.243

91.544

91.844

92.145

92.445

92.746

93.046

93.347

93.647

93.948

94.248

94.548

94.849

95.149

95.450

95.750

96.051

96.351

96.652

96.952

97.253

97.553

97.854

98.154

98.455

98.755

99.056

99.356

99.657

99.957

100.258

100.558

100.859

101.159

101.460

101.760

102.061

102.361

102.661

102.953

103.238

103.515

103.784

104.045

104.298

104.543

104.780

105.009

105.230

105.443

105.648

105.846

106.035

106.216

106.389

106.555

106.712

106.862

107.003

107.137

107.262

107.380

107.489

107.591

107.685

107.770

107.848

91.244

91.552

91.857

92.156

92.456

92.745

93.053

93.322

93.627

93.944

94.255

94.572

94.883

95.166

95.473

95.763

96.054

96.357

96.697

96.980

97.260

97.571

97.853

98.161

98.464

98.758

99.056

99.374

99.683

100.006

100.302

100.558

100.825

101.073

101.315

101.505

101.762

102.031

102.438

102.859

103.299

103.723

104.036

104.329

104.656

104.868

104.963

105.089

105.275

105.398

105.708

105.820

105.996

106.108

106.271

106.442

106.624

106.709

106.868

107.039

107.067

107.149

107.232

107.305

107.435

107.558

107.652

-0.001

-0.009

-0.013

-0.011

-0.010

0.000

-0.006

0.024

0.020

0.004

-0.007

-0.023

-0.035

-0.017

-0.023

-0.013

-0.004

-0.006

-0.046

-0.027

-0.008

-0.017

0.000

-0.007

-0.009

-0.003

0.000

-0.017

-0.026

-0.049

-0.045

0.000

0.033

0.087

0.145

0.256

0.299

0.329

0.223

0.094

-0.061

-0.208

-0.252

-0.285

-0.358

-0.325

-0.183

-0.079

-0.045

0.046

-0.059

0.026

0.039

0.108

0.119

0.113

0.088

0.152

0.135

0.097

0.195

0.230

0.258

0.286

0.250

0.213

0.195

HORIZONTALL=753.960m

L=79.594m

L=149.112m

L L=80.619m

L=86.000m

L=51.361m

L L

R=1440.000m

R=580.000m

R

R=600.000m

VERTICAL

G=3.005

L=591.995m

R=-12554.461m

L=641.230m

14050.000

14060.000

14070.000

14080.000

14090.000

14100.000

14110.000

14120.000

14130.000

14140.000

14150.000

14160.000

14170.000

14180.000

14190.000

14200.000

14210.000

14220.000

14230.000

14240.000

14250.000

14260.000

14270.000

14280.000

14290.000

14300.000

14310.000

14320.000

14330.000

14340.000

14350.000

14360.000

14370.000

14380.000

14390.000

14400.000

14410.000

14420.000

14430.000

14440.000

14450.000

14460.000

14470.000

14480.000

14490.000

14500.000

14510.000

14520.000

14530.000

14540.000

14550.000

14560.000

14570.000

14580.000

14590.000

14600.000

14610.000

14620.000

14630.000

14640.000

14650.000

14660.000

14670.000

14680.000

14690.000

14700.000

14710.000

JU

NC

TIO

N 65

BIR

TLE

Y

SO

UT

HB

OU

ND

S

CH

EM

E

EX

TE

NT

S / T

IE

IN

NO

RT

HB

OU

ND

S

CH

EM

E

EX

TE

NT

S / T

IE

IN

EXISTING NORTHSIDE

OVERBRIDGE STRUCTURE

5.1m MIN. HEADROOM

WORK NUMBER

6a and b

DRAINAGE OUTFALL 1

NOTES











SECTIONS.








KEY

PROPOSED LEVELS

EXISTING LEVELS

STRUCTURES


Suitability Status

TR010031/APP/2.5(E)

Client

WSP Project Number:



Eng'

Ch'k

App'd

Disc'

Ch'k

Date

DrawnScale

Drawing Title

Project Title

Date Date Date


Original Size




PW Stage Code


70041947

Con

fidential





NRIAIAAW

Design Update

22/07/19C01

3

A1

As Shown

22/07/19

n.rawcliffe

22/07/19

i.akram

22/07/19

i.akram

22/07/19

A.Wallace

C01

45004ZLDRZZ

LSIWSPHE551462

SHEET 4 OF 9


LONG SECTIONS



© Crown Copyright and Database Rights 2019 Ordnance Survey 100030649© Crown Copyright and Database Rights 2019 Ordnance Survey 100030649

5m0m 25m10m

0m

15m

SCALE 1:250

SCALE 1:1250

100m 150m25m 50m


0

Application Issue

A.Wallace

IANGR



25/02/2025/02/20 25/02/20 25/02/20

1

SOUTHBOUND J66 (EIGHTON LODGE) OFF SLIP


Design Speed 70kph


REFERENCE 2

Datum:65.000 mAOD

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

70.645

71.066

71.457

71.819

72.151

72.454

72.727

72.971

73.185

73.370

73.525

73.651

73.747

73.809

73.814

73.760

73.648

73.497

73.387

73.327

73.318

73.354

73.407

73.473

73.551

73.641

71.056

71.454

71.818

72.148

72.444

72.729

72.979

73.191

73.377

73.537

73.656

73.749

73.818

73.832

73.775

73.648

73.483

73.360

73.298

73.340

73.384

73.455

73.503

73.551

73.611

0.000

0.011

0.003

0.002

0.003

-0.006

-0.003

-0.008

-0.006

-0.008

-0.012

-0.005

0.000

-0.010

-0.019

-0.014

0.000

0.013

0.033

0.028

-0.023

-0.031

-0.037

-0.029

0.000

0.030

HORIZONTAL L

L=92.708m

L=91.891m

L=30.000m L=27.500m

L=

27.500m

R=-360.000m

R=88.774m

VERTICAL

R=-3389.530m R=-1700.000m

R=2000.000m R=8118.390m

L=124.067m L=39.849m

L=41.209m L=69.604m

0.000

10.000

20.000

30.000

40.000

50.000

60.000

70.000

80.000

90.000

100.000

110.000

120.000

130.000

140.000

150.000

160.000

170.000

180.000

190.000

200.000

210.000

220.000

230.000

240.000

250.000

A1

MA

IN

LIN

E

TIE

IN

J66

(E

IG

HT

ON

LO

DG

E) T

IE

IN

WORK NUMBER 7a

Datum:3.000 mAOD

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

13.224

13.132

13.141

13.252

13.465

13.766

14.145

14.600

15.132

15.727

16.327

16.927

17.527

18.127

18.727

19.327

19.927

20.527

21.127

21.727

22.310

22.836

23.303

23.711

24.064

24.340

13.170

13.139

13.143

13.275

13.480

13.780

14.219

14.709

15.221

15.785

16.545

17.329

18.219

19.166

20.207

21.248

21.848

21.954

22.115

22.271

22.374

22.439

22.470

22.573

22.383

22.458

0.055

-0.007

-0.003

-0.022

-0.016

-0.013

-0.075

-0.109

-0.088

-0.058

-0.219

-0.402

-0.693

-1.039

-1.481

-1.921

-1.921

-1.428

-0.989

-0.544

-0.064

0.397

0.833

1.138

1.681

HORIZONTAL L=25.779m L=18.605m

L=19.355m

L=122.374mL=31.000m

L=31.000m

R=-106.699m

R=510.000m

A=15810.000A=15810.000

ææ

VERTICAL

G=6.000 G=3.402

L=108.608m L

R=982.640m R=1300.000m

R=-1700.000m

L=39.706mL=44.106m

L=44.165m

0.000

10.000

20.000

30.000

40.000

50.000

60.000

70.000

80.000

90.000

100.000

110.000

120.000

130.000

140.000

150.000

160.000

170.000

180.000

190.000

200.000

210.000

220.000

230.000

240.000

248.114

SOUTHBOUND J67 (COAL HOUSE) ON SLIP


Design Speed 60kph


REFERENCE 1

A1

MA

IN

LIN

E

TIE

IN

J67

(C

OA

L H

OU

SE

) T

IE

IN

WORK NUMBER 3b

NOTES











SECTIONS.








KEY

PROPOSED LEVELS

EXISTING LEVELS

STRUCTURES


Suitability Status

TR010031/APP/2.5(F)

Client

WSP Project Number:



Eng'

Ch'k

App'd

Disc'

Ch'k

Date

DrawnScale

Drawing Title

Project Title

Date Date Date


Original Size




PW Stage Code


70041947

Con

fidential





NRIAIAAW

Design Update

22/07/19C01

3

A1

As Shown

22/07/19

n.rawcliffe

22/07/19

i.akram

22/07/19

i.akram

22/07/19

A.Wallace

C01

45005ZLDRZZ

LSIWSPHE551462

SHEET 5 OF 9


LONG SECTIONS




5m0m 25m10m

0m

15m

SCALE 1:250

SCALE 1:1250

100m 150m25m 50m


0

Application Issue

A.Wallace

IANGR



25/02/2025/02/20 25/02/20 25/02/20

1

Datum:87.000 mAOD

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

97.634

97.967

98.301

98.635

98.968

99.302

99.635

99.969

100.315

100.710

101.155

101.649

102.194

102.785

103.385

103.985

104.585

105.185

105.785

106.385

106.985

107.585

108.185

108.785

109.385

109.985

110.585

111.185

111.785

112.382

112.910

113.339

113.440

98.213

98.463

98.793

99.091

99.433

100.080

100.601

101.204

101.830

102.394

102.887

103.377

103.888

105.259

105.733

106.141

106.459

106.878

107.347

107.953

108.650

109.028

109.483

109.819

110.239

110.673

111.095

111.581

112.052

112.543

113.013

113.360

113.440

-0.580

-0.496

-0.491

-0.457

-0.465

-0.778

-0.965

-1.235

-1.515

-1.683

-1.732

-1.727

-1.695

-2.475

-2.348

-2.157

-1.875

-1.694

-1.563

-1.568

-1.665

-1.444

-1.298

-1.034

-0.855

-0.688

-0.511

-0.397

-0.267

-0.161

-0.102

-0.022

HORIZONTAL L=20.807m

L=84.046m

L=129.315m

L=45.425m

L=

33.0

00m

R=-600.000m

R=-255.000m

A=20145.000A

=8415.0

00

æ

VERTICAL

G=3.336G=6.000

G

L=72.798mL=161.718m L

R=2000.000m

R=-1000.000m

L=53.284m

L=21.005m

0.000

10.000

20.000

30.000

40.000

50.000

60.000

70.000

80.000

90.000

100.000

110.000

120.000

130.000

140.000

150.000

160.000

170.000

180.000

190.000

200.000

210.000

220.000

230.000

240.000

250.000

260.000

270.000

280.000

290.000

300.000

310.000

312.593

SOUTHBOUND J65 (BIRTLEY) OFF SLIP


Design Speed 70kph


REFERENCE 2

A1

MA

IN

LIN

E

TIE

IN

J65

(B

IR

TLE

Y) T

IE

IN

WORK NUMBER 8a

Datum:70.000 mAOD

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

80.872

81.011

81.154

81.304

81.441

81.586

81.726

81.862

82.011

82.142

82.281

82.419

82.558

82.696

82.835

82.973

83.112

83.241

83.338

83.402

83.433

83.430

83.394

83.324

83.231

83.160

80.877

81.026

81.173

81.314

81.455

81.595

81.730

81.860

81.994

82.113

82.224

82.322

82.408

82.489

82.560

82.623

82.681

82.728

82.740

82.736

82.718

82.686

82.646

82.784

82.774

82.718

-0.015

-0.018

-0.010

-0.014

-0.009

-0.003

0.001

0.017

0.029

0.056

0.097

0.149

0.207

0.275

0.350

0.430

0.513

0.598

0.667

0.714

0.743

0.747

0.541

0.458

HORIZONTAL L=44.864m L=117.800mL=84.851m

R=1020.000m

æ æ

VERTICAL

G=1.385

G=-0.939

L=161.602m

L=15.280m

R=-3000.000m

L=69.730m

41.000

50.000

60.000

70.000

80.000

90.000

100.000

110.000

120.000

130.000

140.000

150.000

160.000

170.000

180.000

190.000

200.000

210.000

220.000

230.000

240.000

250.000

260.000

270.000

280.000

287.611

SOUTHBOUND J66 (EIGHTON LODGE) ON SLIP


Design Speed 70kph


REFERENCE 1

A1

MA

IN

LIN

E

TIE

IN

J66

(E

IG

HT

ON

LO

DG

E) T

IE

IN

WORK NUMBER 7b

NOTES











SECTIONS.








KEY

PROPOSED LEVELS

EXISTING LEVELS

STRUCTURES


Suitability Status

TR010031/APP/2.5(G)

Client

WSP Project Number:



Eng'

Ch'k

App'd

Disc'

Ch'k

Date

DrawnScale

Drawing Title

Project Title

Date Date Date


Original Size




PW Stage Code


70041947

Con

fidential





NRIAIAAW

Design Update

22/07/19C01

3

A1

As Shown

22/07/19

n.rawcliffe

22/07/19

i.akram

22/07/19

i.akram

22/07/19

A.Wallace

C01

45006ZLDRZZ

LSIWSPHE551462

SHEET 6 OF 9


LONG SECTIONS




5m0m 25m10m

0m

15m

SCALE 1:250

SCALE 1:1250

100m 150m25m 50m


0

Application Issue

A.Wallace

IANGR



25/02/2025/02/20 25/02/20 25/02/20

1

Datum:3.000 mAOD

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

13.350

13.385

13.420

13.479

13.668

13.939

14.286

14.711

15.211

15.734

16.256

16.779

17.301

17.824

18.347

18.869

19.392

19.915

20.434

20.936

21.420

21.886

22.344

22.643

13.350

13.412

13.410

13.482

13.651

13.912

14.237

14.687

15.180

15.682

16.161

16.643

17.132

17.689

18.108

17.461

16.974

16.627

16.438

16.403

16.415

16.359

16.314

16.284

0.000

-0.026

0.011

-0.003

0.016

0.026

0.050

0.024

0.031

0.052

0.096

0.135

0.170

0.135

0.239

1.409

2.418

3.288

3.996

4.532

5.005

5.527

6.031

HORIZONTAL L L=16.750m

L=15.598m

L=129.408m

L

L=16m

L=31.000m

R=100m

R=510.000m

A

A=8160

A=15810.000æ

æ

VERTICAL

G=0.351 G=5.226 G=4.584

L=24.695m L=96.037m

L=17.471m

R R=1300.000m

R=-5500.000m

LL=44.301m

L=35.301m

0.000

10.000

20.000

30.000

40.000

50.000

60.000

70.000

80.000

90.000

100.000

110.000

120.000

130.000

140.000

150.000

160.000

170.000

180.000

190.000

200.000

210.000

220.000

226.527

NORTHBOUND J67 (COAL HOUSE) OFF SLIP


Design Speed 60kph


REFERENCE 2

A1

MA

IN

LIN

E

TIE

IN

J67

(C

OA

L H

OU

SE

) T

IE

IN

WORK NUMBER 3c

Datum:0.000 mAOD

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

16.285

16.263

16.218

16.174

16.130

16.085

16.041

15.994

15.904

15.754

15.546

15.279

14.954

14.569

14.126

13.624

13.064

12.528

12.069

11.686

11.381

11.153

11.001

10.927

10.929

11.008

11.164

11.398

11.425

16.224

16.119

15.881

15.696

15.525

15.348

15.178

15.004

14.827

14.640

14.431

14.362

14.186

13.985

13.709

13.458

13.143

12.778

12.414

11.959

11.668

11.387

11.184

11.011

10.986

11.074

11.273

11.510

11.532

0.144

0.338

0.479

0.605

0.737

0.863

0.989

1.077

1.115

1.116

0.918

0.768

0.584

0.417

0.165

-0.079

-0.250

-0.345

-0.273

-0.287

-0.235

-0.183

-0.085

-0.057

-0.065

-0.108

-0.113


L=151.948m

L=47.389m

R=-720.000m

R=123.808m

æ

VERTICAL

G=-0.445

L=62.195m

R=-1700.000m

R=1300.000m

L=91.639m

L=112.156m

10.000

20.000

30.000

40.000

50.000

60.000

70.000

80.000

90.000

100.000

110.000

120.000

130.000

140.000

150.000

160.000

170.000

180.000

190.000

200.000

210.000

220.000

230.000

240.000

250.000

260.000

270.000

270.990

NORTHBOUND J67 (COAL HOUSE) ON SLIP


Design Speed 60kph


REFERENCE 1

A1

MA

IN

LIN

E

TIE

IN

J67

(C

OA

L H

OU

SE

) T

IE

IN

WORK NUMBER 3d

NOTES











SECTIONS.








KEY

PROPOSED LEVELS

EXISTING LEVELS

STRUCTURES


Suitability Status

TR010031/APP/2.5(H)

Client

WSP Project Number:



Eng'

Ch'k

App'd

Disc'

Ch'k

Date

DrawnScale

Drawing Title

Project Title

Date Date Date


Original Size




PW Stage Code


70041947

Con

fidential





NRIAIAAW

Design Update

22/07/19C01

3

A1

As Shown

22/07/19

n.rawcliffe

22/07/19

i.akram

22/07/19

i.akram

22/07/19

A.Wallace

C01

45007ZLDRZZ

LSIWSPHE551462

SHEET 7 OF 9


LONG SECTIONS




5m0m 25m10m

0m

15m

SCALE 1:250

SCALE 1:1250

100m 150m25m 50m


0

Application Issue

A.Wallace

IANGR



25/02/2025/02/20 25/02/20 25/02/20

1

Datum:67.000 mAOD

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

HORIZONTAL

VERTICAL

NORTHBOUND J66 (EIGHTON LODGE) OFF SLIP


Design Speed 60kph


REFERENCE 2

77.641

77.895

78.149

78.404

78.658

78.913

79.167

79.421

79.676

79.930

80.185

80.439

80.693

80.930

81.142

81.329

81.491

81.628

81.740

81.827

81.889

81.926

81.938

81.925

81.887

81.825

81.737

81.624

81.486

81.323

81.301

77.641

77.886

78.133

78.390

78.654

78.912

79.163

79.407

79.672

79.932

80.178

80.435

80.689

80.948

81.156

81.317

81.493

81.571

81.674

81.804

81.790

81.867

81.867

81.864

81.886

81.786

81.704

81.602

81.412

81.318

81.307

0.000

0.010

0.017

0.013

0.004

0.001

0.005

0.014

0.003

-0.001

0.007

0.004

0.005

-0.017

-0.013

0.012

-0.002

0.058

0.067

0.024

0.100

0.059

0.072

0.062

0.002

0.038

0.032

0.021

0.073

0.005

L=148.783m L=79.560m

L=62.858m

R=1995.294m

ææ

G=2.544

L=118.056m

R=-4000.000m

L=173.145m

0.000

10.000

20.000

30.000

40.000

50.000

60.000

70.000

80.000

90.000

100.000

110.000

120.000

130.000

140.000

150.000

160.000

170.000

180.000

190.000

200.000

210.000

220.000

230.000

240.000

250.000

260.000

270.000

280.000

290.000

291.201

A1

MA

IN

LIN

E

TIE

IN

J66

(E

IG

HT

ON

LO

DG

E) T

IE

IN

WORK NUMBER 7c

Datum:65.000 mAOD

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

75.348

75.801

76.233

76.608

76.924

77.181

77.379

77.518

77.611

77.699

77.788

77.876

77.942

77.971

77.965

77.922

77.842

77.738

77.634

77.529

77.425

77.320

77.216

77.111

77.007

76.902

76.798

76.693

76.589

76.484

76.380

76.275

76.171

76.066

75.961

75.857

75.752

75.648

75.543

75.439

75.334

75.230

75.220

75.072

75.437

75.791

76.122

76.440

76.735

77.002

77.247

77.460

77.625

77.772

77.869

77.953

77.982

77.970

77.921

77.854

77.739

77.655

77.538

77.426

77.323

77.204

77.102

77.000

76.889

76.780

76.671

76.593

76.493

76.354

76.236

76.139

76.028

75.923

75.811

75.696

75.606

75.515

75.413

75.324

75.253

75.220

0.277

0.364

0.442

0.486

0.483

0.446

0.378

0.271

0.151

0.075

0.015

0.008

-0.011

-0.011

-0.006

0.001

-0.011

-0.001

-0.022

-0.009

-0.002

-0.002

0.012

0.009

0.006

0.013

0.018

0.022

-0.004

-0.009

0.026

0.040

0.032

0.038

0.039

0.045

0.057

0.042

0.029

0.025

0.010

-0.024

HORIZONTAL L=72.284m L=63.655mL=79.847m

L=107.213m

L=87.934m

R=793.623m

R=-406.313m

R=-385.697m

ææ

VERTICAL

G=4.528

G=0.885

G=-1.045

L

L=35.128m

L=249.000m

R=-1700.000m R=-2754.120m

L=61.928m L=53.168m

0.000

10.000

20.000

30.000

40.000

50.000

60.000

70.000

80.000

90.000

100.000

110.000

120.000

130.000

140.000

150.000

160.000

170.000

180.000

190.000

200.000

210.000

220.000

230.000

240.000

250.000

260.000

270.000

280.000

290.000

300.000

310.000

320.000

330.000

340.000

350.000

360.000

370.000

380.000

390.000

400.000

410.000

410.933

NORTHBOUND J66 (EIGHTON LODGE) ON SLIP


Design Speed 60kph


REFERENCE 1

NORTHBOUND SLIP SECTIONS

A1

MA

IN

LIN

E

TIE

IN

J66

(E

IG

HT

ON

LO

DG

E) T

IE

IN

WORK NUMBER 7d

NOTES











SECTIONS.








KEY

PROPOSED LEVELS

EXISTING LEVELS

STRUCTURES


Suitability Status

TR010031/APP/2.5(I)

Client

WSP Project Number:



Eng'

Ch'k

App'd

Disc'

Ch'k

Date

DrawnScale

Drawing Title

Project Title

Date Date Date


Original Size




PW Stage Code


70041947

Con

fidential





NRIAIAAW

Design Update

22/07/19C01

3

A1

As Shown

22/07/19

n.rawcliffe

22/07/19

i.akram

22/07/19

i.akram

22/07/19

A.Wallace

C01

45008ZLDRZZ

LSIWSPHE551462

SHEET 8 OF 9


LONG SECTIONS




5m0m 25m10m

0m

15m

SCALE 1:250

SCALE 1:1250

100m 150m25m 50m


0

Application Issue

A.Wallace

IANGR



25/02/2025/02/20 25/02/20 25/02/20

1

Datum:93.000 mAOD

DESIGN LEVELS

SURVEY LEVELS

LEVEL DIFFERENCE

CHAINAGE

106.506

106.578

106.651

106.724

106.796

106.869

106.942

107.014

107.087

107.157

107.205

107.223

107.213

107.175

107.108

107.012

106.888

106.735

106.554

106.344

106.106

105.839

105.543

105.229

104.916

104.602

104.288

103.975

103.682

103.464

103.323

103.260

106.506

106.605

106.679

106.744

106.810

106.884

106.958

107.014

107.053

107.090

107.120

107.121

107.125

107.108

107.064

107.045

106.874

106.723

106.558

106.352

106.127

105.856

105.551

105.229

104.916

104.601

104.290

103.966

103.710

103.446

103.319

103.260

0.000

-0.027

-0.028

-0.021

-0.013

-0.015

-0.016

0.000

0.033

0.067

0.085

0.103

0.088

0.067

0.043

-0.033

0.015

0.013

-0.005

-0.008

-0.022

-0.018

-0.008

0.000

0.000

0.001

-0.002

0.008

-0.028

0.018

0.004


L=118.409m

L=124.102m

L

=

2

0

.5

1

2

m

R=584.935m

R=85.000m

A

=

2

0

4

0

.0

0

0

æ

VERTICAL

G=0.726

G=-3.137

L=86.110m

L=51.231m

R=-3500.000m

R=1300.000m

L=135.226m

L=36.932m

0.000

10.000

20.000

30.000

40.000

50.000

60.000

70.000

80.000

90.000

100.000

110.000

120.000

130.000

140.000

150.000

160.000

170.000

180.000

190.000

200.000

210.000

220.000

230.000

240.000

250.000

260.000

270.000

280.000

290.000

300.000

309.499

NORTHBOUND J65 (BIRTLEY) ON SLIP


Design Speed 60kph


REFERENCE 1A

1

MA

IN

LIN

E

TIE

IN

J65

(B

IR

TLE

Y) T

IE

IN

WORK NUMBER 8b

NOTES











SECTIONS.








KEY

PROPOSED LEVELS

EXISTING LEVELS

STRUCTURES


Suitability Status

TR010031/APP/2.5(J)

Client

WSP Project Number:



Eng'

Ch'k

App'd

Disc'

Ch'k

Date

DrawnScale

Drawing Title

Project Title

Date Date Date


Original Size




PW Stage Code


70041947

Con

fidential





NRIAIAAW

Design Update

22/07/19C01

3

A1

As Shown

22/07/19

n.rawcliffe

22/07/19

i.akram

22/07/19

i.akram

22/07/19

A.Wallace

C01

45009ZLDRZZ

LSIWSPHE551462

SHEET 9 OF 9


LONG SECTIONS




5m0m 25m10m

0m

15m

SCALE 1:250

SCALE 1:1250

100m 150m25m 50m


0

Application Issue

A.Wallace

IANGR



25/02/2025/02/20 25/02/20 25/02/20

1

a1 birtley to coal house scheme number: tr010031 2.5 ... · drawings should be read alongside...

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