lower thames crossing · open space, or common land which is being compulsorily acquired or in...

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Lower Thames Crossing Map book 3: engineering plans

Design refinement consultation 2020

Lower Thames Crossing map books

The three map books for the design refinement consultation contain plans of the proposed changes to the project under the following headings:

� Map book 1: General Arrangements (layout plans) � Map book 2: land use plans � Map book 3: engineering plans

These plans show the changes we have made since our supplementary consultation earlier this year and are published for the purposes of this consultation on the project. Following this consultation, we will consider the feedback received and use that to inform our DCO application, which we will submit to the Planning Inspectorate later this year.

The plans run from the A2 in the south to the M25 in the north. Identically numbered sheets in the different map books show the same area, for example sheet 3 shows the A2/LTC junction in map books 1 and 2.

Map book 1: General ArrangementsThe General Arrangements show the proposed layout details of the project including:

� Permanent works; new roads, earthworks and roadside features

� Construction compounds � Environment mitigation; landscaping and tree

planting � Utilities diversions � Development boundary � Open space and replacement land

Map book 2: land use plansThe land use plans show the areas we are seeking powers to compulsorily acquire land or permanent rights. They also show the land we require temporary rights to use in order to construct and operate the project. Areas we may need to purchase

include the land required for the permanent works, temporary works and compensation land.

Permanent worksCompulsory purchase of land or compulsory acquisition of permanent rights will be required for the route of the road, to re-connect local roads and for associated structures like drainage ponds and tunnel control building. In some land parcels, only the acquisition of subsoil will be required.

Temporary worksTemporary use of land is needed for the project’s construction works and to provide sufficient space to do so safely. The plans show land that may be required temporarily for the main construction compounds at the tunnel entrances north and south of the River Thames and at various locations along the route. We will also require permanent and temporary rights over land to divert utilities such as gas pipelines, electricity cables and water pipes. Any land that is only required temporarily will be returned to its previous use wherever possible once construction has been completed.

Compensation landCompensation land may include environmental protection measures such as habitat creation and for flood compensation. This land may also need to be compulsorily acquired permanently or be subject to permanent rights.

Replacement landLand is also included in respect of the replacement of special category land such as open space, or common land which is being compulsorily acquired or in which permanent rights are sought. This replacement land may also need to be compulsorily acquired permanently or be subject to permanent rights.

Map book 3: engineering plansThe drawings showing the change at Thong Lane over the LTC are plan and profile sheets 3A and 5. These plans show the highway details of the route in plan and profile (level above or below existing ground). The drawings are split into two views with the plan on the top and profile underneath.

The profile gives the road level in relation to existing ground at a given chainage*. An exaggerated scale is used in the profile to help show the differences in levels and gradients of the design. The profile also shows where existing roads and public rights of way cross over or under the route.

This map book also contains updated existing ground levels from chainage 5+500 to chainage 20+250 which were shown incorrectly in the supplementary consultation map book 3. The existing ground level figures were shown shifted north by 250 metres.

No other significant changes have been made to the plan and profile, junction arrangements or cross sections since that presented at supplementary consultation.

All levels are given in relation to the ordnance datum level**. The profile reference level might be different on each drawing.

* Chainage measures the distance along the route in metres

** Above Ordnance Datum level (AOD) is a measurement above mean sea level taken from a reference point at Newlyn in Cornwall.

Large mapsLarge maps that cover a greater area have also been produced which detail the same information.

These are:

� Environmental constraints – 1 sheet � Land use – 1 sheet � General Arrangements – 6 sheets

(larger coverage) � General Arrangement (full route) – 1 sheet � Aerial view of the proposed LTC route – 1 sheet

Grays

Tilbury

Orsett

M

2

5

Gravesend

Chalk

East

Tilbury

A

2

2

6

South

Ockendon

A1089

Chadwell

St Mary

A2

Dartford

A

1

2

8

M

2

5

A2

A13

A

2

8

2

M25

J2

M2

M25

J30

M25

J29

A127

SHEET 1

SHEET 2

SHEET 3a

SHEET 3

SHEET 5

SHEET 6

SHEET 7

SHEET 8

SHEET 9

SHEET 10

SHEET 11

SHEET 12

SHEET 13

SHEET 14

SHEET 15

SHEET 16

SHEET 17

SHEET 18

SHEET 19

SHEET 20

SHEET 21

Rochester

M2

J1

Linford

North

Ockendon

SHEET 4

A13

H

S

1

LEGEND:

LTC Route

Drawing title

Client

Project

LOWER THAMES CROSSING

DESIGN REFINEMENT CONSULTATION

Client

PROPOSALS FOR

CONSULTATION

PLAN AND PROFILE

GENERAL PLAN

HE

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LEGEND - PROFILE

LEGEND - PLAN

Structure

Retaining wall

EA Emergency area

LEGEND - PROFILE

Contains Ordnance Survey data. © Crown copyright and database rights 2020.Ordnance Survey 100030649

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

LEGEND - PROFILELEGEND - PROFILE

Route Vertical Alignment

Existing Ground Profile

Structure - Bridge

Structure - Underpass

1+

00

0

0+

75

0

0+

50

0

0+

25

0

0+

00

0

67

.1

74

.2

82

.5

91

.0

10

3.8

R=5781.8

L=478.5

R=5500.0

L=111.4

L=406.4

P=-5.9%

L=59.4

P=-3.8%

Ls=25.1m

R=510.0m

Ls=86.0m

R=2040.0m

L=76.5m

61

.1

62

.9

89

.7

75

.0

10

2.0

Chainage

Ground Levels

Vertical

Horizontal

Proposed Levels

0+

75

0

0+

50

0

0+

25

0

60

.8

70

.4

70

.8

2

L=340.7

P=-1.6%

R=10593.8

L=421.2

L= 304.6m

Ls=60.9m

R=720.0m

58

.3

63

.5

65

.0

0+

00

0

(L

TC

)

DATUM = +58.5

PROFILE

PLAN AND PROFILE

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M2 WB to LTC NB

(3 Lanes)

Local connector

road

0 5 1510 20

SCALE 1:500 (A3)

METRES

HORIZONTAL SCALEVERTICAL SCALE

0 50 150100 200

SCALE 1:5000 (A3)

METRES

T

h

o

n

g

L

a

n

e

H

S

1

M

2

M2 WB

LTC NB

NOTES

1. Do not scale from this drawing.

2. All dimensions are in metres unless stated otherwise.

3. All levels are in metres relative to the Ordnance Datum.

4. For scheme location refer to Plan and Profile General Plan.

5. Profile uses an exaggerated scale of 1 horizontal :10 vertical

Thong Lane

bridge replaced

Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

PLAN

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound

M2 WB to LTC NB

slip road chainages LTC chainage

LTC

Gravesend East to

M2 EB (1 Lane)

LTC SB to A2 WB

(2 Lanes)

A2 EB to A2 EB

collector road (2 Lanes)

M2 (2 Lanes EB, 3 lanes WB)

M2 WB offslip to

local connector

road (1 Lane)

C

H

0

+

0

0

0

(

s

l

i

p

r

o

a

d

)

C

H

0

+

5

0

0

(

s

l

i

p

r

o

a

d

)

C

H

0

+

0

0

0

(

L

T

C

)

C

H

0

+

5

0

0

(

L

T

C

)

Thong Lane

M2 WB Off Slip

A2

A2 Collector Road

LTC SB to

A2 WB

Gravesend East

to M2 EB

LEGEND - PLAN

Structure

Retaining wall

EA Emergency area




Structure - Bridge



T

h

o

n

g

L

a

n

e

Thong

MA

TC

H LIN

E

MA

TC

H LIN

E

Tunnel control

building

C

H

1

+

0

0

0

C

H

1

+

5

0

0

CH

2+

000

C

H

2+

500

C

H

1

+

0

0

0

M

A

T

C

H

L

IN

E

M

A

T

C

H

L

IN

E

Thong Lane green bridge

Removable barrier

for emergency

purposes

Tunnel Portal at

CH 2+240

58.5

54.8

49.8

41.9

32.0

22.0

L= 410.5m

P=-1.6%

L=462.9

R=21000.0

L=509.2

67.9

64.2

64.6

62.9

58.6

50.9

1+

250

1+

500

1+

750

2+

000

2+

250

1+

011

Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage

L=340.7

P=-1.6%

L= 304.6m

1+

000

58

.7

68

.2

PLAN

PROFILE

PLAN AND PROFILE

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0 5 1510 20

SCALE 1:250 (A1)

SCALE 1:500 (A3)

METRES

HORIZONTAL SCALE VERTICAL SCALE

0 50 150100 200

SCALE 1:5000 (A3)

METRES

NOTES






Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound


Tunnel

Portal

Tunnel

DATUM = +10.0

Thong Lane green bridge


CH

5

+0

00

CH

5

+5

00

CH

6

+0

00

CH

6

+5

00

MA

TC

H LIN

E

MA

TC

H L

IN

E

MA

TC

H L

IN

E

MA

TC

H L

IN

E

Tunnel

Portal

Existing water

course to be diverted

River Thames

MHWS 3.47m

2.1

L=4399.9

5+00

0

5+25

0

5+50

0

5+75

0

6+00

0

6+25

0

6+50

0

6+75

0

-43.7

-40.9

-34.4

-26.9

-19.4

-12.1

-4.8

P=3.0%

L=110.7

P=2.9%

L=191.2

P=3.0%

L=80.6

P=2.9%

L=85.5

P=3.0%

L=624.7

R=16000.0L=741.7

L=30.8R=30000.0

R=18200.0L=19.5

L=18.6R=18200.0

R=5000.0L=4.9

8.7-13.3

-13.3

-1.1

0.1 7.8 7.6 5.2

Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage

LEGEND - PROFILE

LEGEND - PLAN

Structure

Retaining wall

EA Emergency area

LEGEND - PROFILE



Structure - Bridge


Tunnel Portal at

CH 6+477LTC NB tunnel 3 lanes

LTC SB tunnel 3 lanes

Tunnel control

building

PLAN AND PROFILE

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SCALE 1:500 (A3)

METRES


0 50 150100 200

SCALE 1:5000 (A3)

METRES

Removable barrier for

emergency purposes

DATUM=-44.0

PROFILE

PLAN

Tunnel

Maintenance access road

at 7.65m AOD for LTC

flood protection

NOTES






Retaining walls to tunnel portal

Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

River

Thames

MLSW -2.51m

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound

Proposed landscaping

feature

MHSW 3.47m

CH

7

+0

00

CH

7+

500

CH

8

+0

00

CH

8

+5

00

MA

TC

H L

IN

E

MA

TC

H L

IN

E

MA

TC

H L

IN

E

MA

TC

H L

IN

E

Bridleway BR 58

and Coal Road

realignment

Main River

culvert

Station

Road

Tilbury Loop

Railway

course to be diverted

2.1 5.7 7.1 9.3 12.7

14.1

13.0

11.7

P=0.5%

L=244.7

P=1.3%

L=266.9 P=-0.5%R=18200.0

L=454.4

R=20000.0L=169.3 R=18200.0

L=336.2

6+75

0

7+00

0

7+25

0

7+50

0

7+75

0

8+00

0

8+25

0

8+50

0

1.5 3.1 0.5 4.1 11.5

5.2 5.5 5.8

Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage




Structure - Bridge


LEGEND - PLAN

Structure

Retaining wall

EA Emergency area Contains Ordnance Survey data. © Crown copyright and database rights 2020.Ordnance Survey 100030649

PLAN AND PROFILE

SHEET 9

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0 5 1510 20

SCALE 1:250 (A1)

SCALE 1:500 (A3)

METRES


0 50 150100 200

SCALE 1:5000 (A3)

METRES

Watercourse to

be diverted

Tilbury Loop

Railway

Maintenance access road

at 7.65m AOD for LTC

flood protection

Viaduct over

Tilbury railway

DATUM=-27.0

PROFILE

NOTES






Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

Retaining walls to tunnel portal

S

tation R

oad

Emergency LTC access

EA

Bridleway BR58 and

Coal Road realignment

Main River culvert

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound

EA

EA

Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage





Structure - Bridge


LEGEND - PLAN

Structure

Retaining wall

EA Emergency area

Muckingford Rd

realignment

11.7

10.6

9.9 9.7 10.1

11.0

12.4

R=3000.0 L=75.0 L=75.0

R=1447.6

L=538.4 R=120000.0L=1597.0

8+50

0

8+75

0

9+00

0

9+25

0

9+50

0

9+75

0

10+0

00

11.5

11.5

10.7

10.1

6.6 7.4 20.5

C

H

8

+

5

0

0

C

H

9

+

0

0

0

CH

9+

500

C

H

1

0

+

0

0

0

M

A

T

C

H

L

IN

E

M

A

T

C

H

L

IN

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

Muckingford Road realignment

EA

PLAN AND PROFILE

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METRES


0 50 150100 200

SCALE 1:5000 (A3)

METRES

Access to properties

maintained by new road

DATUM=-10.0

PROFILE

False cutting

4m above LTC

False cutting

4m above LTC

False cutting

4m above LTC

NOTES






Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

Access to properties


PLAN

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound

EA

False cutting

4m above LTC




Structure - Bridge


14.3

16.4

18.5

20.5

22.4

23.2

L=150.0 L=1097.4

P=0.8%

L=899.0R=51500.0

L=685.5

10+2

50

10+5

00

10+7

50

11+0

00

11+2

50

11+5

00

15.3

13.6

18.0

21.0

19.7

22.7

Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage

Hoford Rd

realignment

Public Footpath FP 79

realignment

A128

Brentwood Rd

realignment


LEGEND - PLAN

Structure

Retaining wall

EA Emergency area

C

H

1

0

+

0

0

0

CH

10+

500

C

H

11+

000

C

H

11+

500

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

AT

C

H

LIN

E

M

AT

C

H

LIN

E

Brentwood Road realignment

High House Lane connects with

Brentwood Road at new junction to

maintain property access

PLAN AND PROFILE

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METRES


0 50 150100 200

SCALE 1:5000 (A3)

METRES

DATUM=-10.0

EA

PLAN

PROFILE

Hoford Road realignment

False cutting 4m

above LTC

NOTES






False cutting 4m

above LTC

False cutting 4m

above LTC

False cutting 4m

above LTC

Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

Emergency Access Road

Emergency Access Road

EA

EA

Farm Track and Public

Footpath FP79 realignment

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound

22.7

21.5

20.4

19.9

20.2

21.2

22.5

L=165.0R=1030.0

L=165.0L=307.0

P=0.5%

P=-0.5%

L=314.0 R=85000.0L=847.9

11+7

50

12+0

00

12+2

50

12+5

00

12+7

50

13+0

00

13+2

50

23.3

22.6

22.6

24.2

25.8

26.1

28.7

Stanford Road

A1013 realignment

A13 WB to A1089

slip road

A13 WB to LTC NB

slip road

A13

Hornsby Lane

stopped up

Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage

LEGEND - PROFILE



Structure - Bridge


LEGEND - PROFILE

LEGEND - PLAN

Structure

Retaining wall

EA Emergency area


C

H

1

1

+

5

0

0

C

H

1

2

+

0

0

0

CH

12+

500

C

H

1

3

+

0

0

0

C

H

1

3

+

5

0

0

B

a

k

e

r

S

t

r

e

e

t

H

o

r

n

s

b

y

L

a

n

e

A

1

0

8

9

A

1

3

L

T

C

A

1

0

1

3

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

A13 WB to LTC SB

slip road

LTC 2 lanes SB

LTC 3 lanes NB

Baker Street realignment

with new A1013 junction

PLAN AND PROFILE

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METRES


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METRES

Existing junction

roads maintained

Heath Road realignment

with new A1013 junction

DATUM= +7.0

2 lanes SB through LTC -

A13 Junction

PLAN

PROFILE

False cutting 4m above

LTC


slip road

NOTES






Gammonfields Way realignment

Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION


LTC

Stanford Road A1013

realignment

EA

EA

A13 to A1089 slip road

A1089 to LTC

2 lane slip road

A12 WB to LTC NB

2 lane slip road

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound

Hornsby Lane

stopped up

Hornsby Lane stopped up,

access to property maintained

Access to the properties






33.1

32.8

31.9

30.7

29.4

28.2

27.0

26.4

R=3200.0L=90.0

R=1635.0 L=120.0 L=850.6

R=100000.0L=318.3 P=-0.5%

L=959.9

P=-0.2%

L=24.9R=46500.0L=139.2R=117000.0

L=474.9

33.1

32.8

31.9

30.7

29.5

28.2

26.9

26.5

0+25

0

0+50

0

0+75

0

1+00

0

1+25

0

1+50

0

1+75

0

1+91

5

Baker Street

Rectory Road

Realignment

LEGEND - PLAN

Structure

Retaining wall

EA Emergency area




Structure - Bridge



C

H

1

+

0

0

0

CH 0+000

C

H

-

0

+

0

0

0

C

H

0

+

5

0

0

CH

1+

000

CH

1+

500

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

DATUM= 22.0

32.9

32.8

0+00

0

Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage

PLAN

PROFILE

PLAN AND PROFILE

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X-0

02

15

.d

wg

0 5 1510 20

SCALE 1:250 (A1)

SCALE 1:500 (A3)

METRES


0 50 150100 200

SCALE 1:5000 (A3)

METRES

NOTES






Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

Rectory Road

realignment

LTC connection to A13 EB

and Orsett Cock junction 2 lanes

A13 EB 3 lanes

A13 WB 3 lanes

A13 EB 2 lanes

A13 WB 2 lanesWorks tie in

with existing

A13 3 lanes

Orsett Cock connection

to A13 WB

Stanford Road A1013

realignment

A13 WB connection to new

junction and A1089


LTC slip road

Orsett Cock

Junction

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound

Earthwork bund 2m

above ground level



LEGEND - PROFILE



Structure - Bridge


Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage

LTC NB to A13 EB

slip road

A1089 to LTC

SB slip road

Stifford

Clays Road

realignment

Green Lane and

Bridleway

realignment

23.5

22.8

20.4

16.4

11.9

9.0 8.5

L=125.0R=1200.0

L=125.0 L=120.0R=1030.0

L=120.0L=121.0 L=230.0

P=-1.8%

L=293.5 R=25000.0L=650.0R=35500.0

L=816.5

13+5

00

13+7

50

14+0

00

14+2

50

14+5

00

14+7

50

15+0

00

26.5

26.8

25.5

19.5

14.1

10.7

7.8

LEGEND - PLAN

Structure

Retaining wall

EA Emergency area


C

H

1

3

+

0

0

0

C

H

1

3

+

5

0

0

C

H

1

4

+

0

0

0

CH

14+

500

C

H

1

5

+

0

0

0

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

IN

E

M

A

T

C

H

L

IN

E

DATUM = +5.0

PROFILE

PLAN AND PROFILE

SHEET 14

HE

54

00

39

-C

JV

-G

EN

-S

ZP

_G

N0

00

00

0_

Z-D

R-C

X-0

02

16

.d

wg

0 5 1510 20

SCALE 1:250 (A1)

SCALE 1:500 (A3)

METRES


0 50 150100 200

SCALE 1:5000 (A3)

METRES

NOTES






Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

Stifford Clays Road

realignment

Green Lane and Bridleway realignment

LTC 2 lanes with hard

shoulder SB

LTC dual 2 lanes

Retaining wall


LTC

A

1

3

Baker Street


LTC

PLAN

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound



LTC 2 lanes

with hard

shoulder NB

EA

EA

Mardyke

Golden

sewer

Orsett Fen

sewer

Watercourse and

Access track

10.3

11.6

11.1

10.6

11.6

11.3

R=2200.0

P=0.8%

L=191.0 P=-0.5%

L=43.2 P=0.5%

L=53.7 P=-0.7%R=30000.0

L=390.0

R=40000.0L=400.0 R=30000.0

L=345.0

15+2

50

15+5

00

15+7

50

16+0

00

16+2

50

16+5

00

7.1 4.1 4.1 4.4 3.2 3.9

LEGEND - PLAN

Structure

Retaining wall

EA Emergency area

LEGEND - PROFILE

EA Emergency area

LEGEND - PROFILE



Structure - Bridge



C

H

1

5

+

0

0

0

C

H

1

6

+

5

0

0

CH

1

6+

00

0

C

H

1

5

+

5

0

0

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage

DATUM = -6.0

PLAN

PROFILE

PLAN AND PROFILE

SHEET 15

HE

54

00

39

-C

JV

-G

EN

-S

ZP

_G

N0

00

00

0_

Z-D

R-C

X-0

02

17

.d

wg

0 5 1510 20

SCALE 1:250 (A1)

SCALE 1:500 (A3)

METRES


0 50 150100 200

SCALE 1:5000 (A3)

METRES

Main River

False cutting

2m above LTC

False cutting

2m above LTC

Main River

Mardyke River and

Bridleway BR219

NOTES






Mardyke

Viaduct

EA

Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

Earthworks & drainage

M

a

r

d

y

k

e

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound

LTC NB

3 lanes

LTC SB

2 lanes

C

H

1

6

+

5

0

0

C

H

1

7

+

0

0

0

C

H

1

7

+

5

0

0

C

H

1

8

+

0

0

0

C

H

1

8

+

5

0

0

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

Footpath and Farm

track FP 136

realignment

8.1 6.5 5.6 5.9 7.4 9.7

L=40.0R=1300.0

L=140.0

P=0.9%L=692.7 R=51000.0L=813.5

17+0

00

17+2

50

17+5

00

17+7

50

18+0

00

18+2

50

5.3 5.7 5.8 7.2 9.3 11.7

LEGEND - PLAN

Structure

Retaining wall

EA Emergency area

Emergency AreaEA

LEGEND - PROFILE



Structure - Bridge



DATUM=-49.0

Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage

PLAN

PROFILE

PLAN AND PROFILE

SHEET 16

HE

54

00

39

-C

JV

-G

EN

-S

ZP

_G

N0

00

00

0_

Z-D

R-C

X-0

02

18

.d

wg

0 5 1510 20

SCALE 1:250 (A1)

SCALE 1:500 (A3)

METRES


0 50 150100 200

SCALE 1:5000 (A3)

METRES

NOTES






Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

Footpath FP 136 realignment

EA

False cutting

2m above LTC

EA

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound

Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage

North Road

B186 realignment

The Wilderness

12.1

14.4

16.8

19.1

21.1

22.6

L=150.0R=1440.0

L=1084.2R=150000.0

L=671.6

18+5

00

18+7

50

19+0

00

19+2

50

19+5

00

19+7

50

23.1

R=1442.3

P=0.5%

L=1.8

19+7

50

20+0

0023

.7

18.7

21.1

23.3

22.5

22.5

23.0

LEGEND - PLAN

Structure

Retaining wall

EA Emergency area

LEGEND - PROFILE

EA Emergency area

LEGEND - PROFILE



Structure - Bridge



C

H

1

9

+

0

0

0

C

H

2

0

+

0

0

0

C

H

1

8

+

5

0

0

CH

19+

500

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

DATUM = +5.0

PLAN

PROFILE

North Road B186 realignment

PLAN AND PROFILE

SHEET 17

HE

54

00

39

-C

JV

-G

EN

-S

ZP

_G

N0

00

00

0_

Z-D

R-C

X-0

02

19

.d

wg

0 5 1510 20

SCALE 1:250 (A1)

SCALE 1:500 (A3)

METRES


0 50 150100 200

SCALE 1:5000 (A3)

METRES

False cutting 5m

above LTC

False cutting 4m

above LTC

EA

NOTES






Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound

The Wilderness

Footpath

FP 151

Ockendon Road

M25 Carriageway

Proposed Levels

Horizontal

Vertical

Ground Levels

Chainage

21.1

17.4

14.9

13.7

12.4

11.2

10.0

L=49.8R=1020.0

L=120.0L=210.2

L=170.0R=720.0

L=127.5R=2880.0

P=-1.5%

L=301.0

P=-0.5%

L=1011.5R=24500.0

L=478.0

R=10000.0L=95.4

20+2

50

20+5

00

20+7

50

21+0

00

21+2

50

21+5

00

21+7

50

22.6

21.3

23.2

23.3

23.6

23.2

25.6

LEGEND - PLAN

Structure

Retaining wall

EA Emergency area

LEGEND - PROFILE

EA Emergency area

LEGEND - PROFILE



Structure - Bridge



C

H

2

0

+

0

0

0

C

H

2

0

+

5

0

0

CH

21+

000

C

H

2

1

+

5

0

0

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

M

A

T

C

H

L

I

N

E

DATUM = +4.5

PROFILE

PLAN AND PROFILE

SHEET 18

HE

54

00

39

-C

JV

-G

EN

-S

ZP

_G

N0

00

00

0_

Z-D

R-C

X-0

02

20

.d

wg

0 5 1510 20

SCALE 1:250 (A1)

SCALE 1:500 (A3)

METRES


0 50 150100 200

SCALE 1:5000 (A3)

METRES

NOTES






Drawing title

Client

Project



Client

PROPOSALS FOR

CONSULTATION

Footpath FP 151 realignment

M25 Underbridge

Ockendon Road realignment

with new bridge

EA

LTC NB 3 lanes

LTC SB 2 lanes

Works tie in with

M25 4 lanes

M25 3 lanes NB

Ockendon Road

PLAN

False cut out 5m above LTC

NB - Northbound

WB - Westbound

EB - Eastbound

SB - Southbound

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