AC

CE

SS

O

NL

Y

D

I

L

DIL

D

I

L

D

I

L

D

I

L

D

I

L

D

I

L

D

I

L

D

I

L

D

I

L

D

IL

DIL

D

I

L

D

IL

D

I

L

D

I

L

D

I

L

H

H

H

H

H

I

F

T

I

F

T

I

F

T

H

C

0

1

0

0

2

0

0

2

7

5

.8

8

7

0

100

200

3

0

0

3

1

2

.

8

8

4

1

0

0

0

1

0

0

0

1

0

0

2

2

6

.

4

6

6

0

0

1

0

0

1

8

6

.2

6

5

0

1

0

0

194.902

0

1

0

0

1

9

4

.

7

5

4

0

5

0

1

0

0

1

5

0

2

0

0

2

5

0

2

6

1

.0

1

3

0

5

0

1

0

0

1

5

0

2

0

0

2

5

0

277.220

3

9

0

0

4

0

0

0

4

1

0

0

4200

4300

4400

4500

4600

R

S

R

S

R

S

R

S

R

S

RS

RS

R

SRS

R

S

R

S

R

S

R

S

R

S

R

S

R

S

R

S

R

S

R

S

R

S

R

S

RS

R

S

R

S

R

S

R

S

EXISTING SEGREGATED LEFT

TURN LANE WIDENED AND

IMPROVED

EXISTING BEAN

OVERBRIDGE (BX02) TO BE

RETAINED FOR

NORTHBOUND TRAFFIC

NEW SINGLE LANE EASTBOUND

ON SLIP WITH TYPE E - LANE

GAIN MERGE

NEW BRIDGE PROPOSED

PARALLEL TO EXISTING

BEAN OVERBRIDGE FOR

SOUTHBOUND TRAFFIC

LENGTH - 77.9m

WIDTH - 14.0m

NORTHBOUND B255

WIDENED ON EXIT FROM

BEAN NORTH ROUNDABOUT

WITH LANE DROP TO EXISTING

TWO LANES

PROPOSED BEAN

JUNCTION

EASTBOUND

ON SLIP ROAD

BEAN JUNCTION

WESTBOUND

OFFSLIP ROAD

BEAN JUNCTION WESTBOUND

ONSLIP ROAD

BEAN JUNCTION

EASTBOUND

OFFSLIP ROAD

WATLING

HOUSE

EXISTING MS3

CANTILEVER GANTRY

CH.4350

EXISTING CONFIRMATORY ADS

SUPERSPAN GANTRY

CH.3973

EXISTING CONFIRMATORY ADS

PORTAL GANTRY

CH.4559

A

2

BEAN

JUNCTION

W

A

T

L

IN

G

S

T

R

E

E

T

MAIN CONSTRUCTION

SITE COMPOUND

BEAN NORTH ROUNDABOUT

ENLARGED AND SIGNALISED

START OF PROPOSED

CONCRETE STEP BARRIER

EXISTING TYPE F LANE GAIN WITH

GHOST ISLAND MERGE RETAINED

BEAN LANE (SOUTH)

A

2

9

6

EARTHWORKS CUTTING

1:2 SLOPE

EARTHWORK SLOPE

1:2 (V:H)

PROPOSED 1:1 (V:H)

SOIL REINFORCED SLOPE

MAXIMUM HEIGHT 5m

PROPOSED 1:3 (V:H) SLOPE WITH

RETAINING WALL ALONG THE TOE

MAXIMUM HEIGHT 6.0m

(SEE GENERAL NOTE 8)

BEAN LANE (NORTH)

PROPOSED

DRAINAGE AND

ATTENUATION

WORKS

BEAN SOUTH ROUNDABOUT

ENLARGED AND SIGNALISED

AREA IDENTIFIED FOR

POTENTIAL DRAINAGE

PROPOSED DRAINAGE

AND ATTENUATION WORKS

EXISTING HARD SHOULDER

CONVERTED TO RUNNING LANE

WITH PROVISION OF FOUR

NARROW LANES

AREA IDENTIFIED FOR

POTENTIAL ADVANCE TREE

PLANTING AND SPECIES - RICH

GRASSLAND FOR SCREENING

AND ECOLOGY MITIGATION

EXISTING NMU ROUTE

RELOCATED TO BEAN

NEW BRIDGE

SOUTHBOUND B255

WIDENED TO THREE

LANES. TIE INTO

EXISTING TWO LANES

NORTHBOUND BEAN LANE

WIDENED TO TWO LANES

BEAN LANE NORTHBOUND

CONNECTING BEAN SOUTH AND

NORTH ROUNDABOUT WIDENED

FROM TWO LANES TO THREE

LANES

ENTRY TO BEAN SOUTH

ROUNDABOUT WIDENED

FROM TWO LANES TO

THREE LANES

EXISTING CENTRAL RESERVE WITH

METALLIC BARRIER CONVERTED TO

NARROW CENTRAL RESERVE WITH

CONCRETE STEP BARRIER

EXISTING LIGHTING HAZARD

(SEE GENERAL NOTE 3 AND KEY)

PROPOSED LIGHTING HAZARD

(SEE GENERAL NOTE 3 AND KEY)

EXISTING IGTHAM COTTAGES

TO BE DEMOLISHED

SEE NOTE 3

PROPOSED ACCESS TO

ATTENUATION POND, DBC

WOODLAND AND EXISTING

PYLON

PROPOSED RETAINING WALL

MAXIMUM HEIGHT 1m

EARTHWORK SLOPE 1:2 (V:H)

EARTHWORK SLOPE 1:2 (V:H)

HOPE

COTTAGES

PROPOSED ENTRY TO EXISTING CAR

PARK (NORTH), ATTENUATION POND,

DBC WOODLAND AND EXISTING PYLON

PROPOSED ACCESS TO PYLON

(SEE GENERAL NOTE 8)

EXISTING RETAINING SOLUTION

TYPE UNKNOWN, NO AVAILABLE

RECORDS

PROPOSED MAINTENANCE

ACCESS TO SOAKAWAY

DBC WOODLAND ACCESS

THRIFT

COTTAGE

FO

R C

ON

TIN

UA

TIO

N R

EF

ER

T

O S

HE

ET

3

FOR CONTINUATION REFER TO SHEET 11

FOR CONTINUATION REFER TO SHEET 12

FO

R C

ON

TIN

UA

TIO

N R

EF

ER

T

O S

HE

ET

5

!

HS/HGN/01

!

HS/HGN/01

!

HS/HGN/01

SAFETY, HEALTH AND ENVIRONMENTAL

INFORMATION

In addition to the hazards/risks normally associated with the types of work

detailed on this drawing, note the following significant residual risks

(Reference shall also be made to the design hazard log).

Construction

1. HS/HGN/01-WORKING ADJACENT TO EXISTING OH HV LINES AND

PYLONS.

2. HS/HLG/01 & 03-PROPOSED COLUMN IN THE VICINITY OF THE

EXISTING OH LINE.

Maintenance / Cleaning

HS/HLG/02-EXISTING COLUMN IN THE VICINITY OF THE EXISTING

OH LINE.

Use

REFER TO HEALTH AND SAFETY RISK REGISTER DOCUMENT No.

HE543917-ATK-GHS-XX-HS-ZS-000004.

Decommissioning / Demolition

REFER TO HEALTH AND SAFETY RISK REGISTER DOCUMENT No.

HE543917-ATK-GHS-XX-HS-ZS-000004.

Copyright C Atkins Limited (2018)

www.atkinsglobal.com

Tel:

Fax:

Epsom Gateway

Ashley Avenue

Epsom

Surrey

KT18 5AL

+44 (0)1372 726140

+44 (0)1372 740055

Drawing Title

Project TitleDrawing Suitability

DO

N

OT

S

CA

LE

Client

Status

Millim

etres

10

010

0

Drawing Number

Project Originator Volume

Location Type RoleNumber

-

- - -

--

A1

Scale:

Original

Size:

Rev:

Project

Ref. No:

of

Sheet:

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

This Drawing is saved on ProjectWise. Plotted: 22/02/2019 19:08:44 By: KNRA9354

A2APPROVED - ORDERS / LICENSES A2 Bean and Ebbsfleet Junctions Improvement

PCF STAGE 3 – PRELIMINARY DESIGN

ENGINEERING GENERAL ARRANGEMENT

1:1000

AEM

4

RKK

16

EBB RJM 22/02/19

HE543917 ATK HGN

XX DR CH 000204

C05C05A2

FOR INFORMATION

CHRKK AEM CH 18/01/19C04A1

FOR INFORMATION; EBBSFLEET PYLON ACCESS REVISED ON SHEETS 8 AND 16

AEMRKK JA CH 21/11/18C03A1

FOR STAGE 3 SIGN-OFF

CTRKK JA CH 22/08/18C02A1

STAGE 3 DESIGN FIX 3

5158159

CTRKK OP CH 05/07/18C01B1

FOR HE REVIEW

SHEET LAYOUT

N.T.S

4

12

13

14

11

6

8

16

9

1

0

1

5 7

15

2

3

1a

BEAN

JUNCTION

EBBSFLEET

JUNCTION

A2

M25 J2

PEPPERHILL

OVERBRIDGE

Scale 1:1000

10m 10m0m 20m 60m40m30m 50m 70m

This map is based on Ordnance Survey material with the

permission of Ordnance Survey on behalf of the Controller

of Her Majesty's Stationery Office. © Crown copyright.

Unauthorised reproduction infringes Crown copyright and

may lead to prosecution or civil proceedings. Highways

England 100018928, 2018.

NOTES

2. FOR GENERAL NOTES AND KEY REFER TO DRG. No. HE543917-ATK-HGN-XX-DR-CH-000200.

1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE STATED.

3. REMOVAL OF SOUTHBOUND GANTRIES TO BE CONSIDERED AT DETAILED DESIGN STAGE.

"THESE DRAWINGS ARE A PRELIMINARY DESIGN FOR USE DURING PCF

STAGE 3. THEY SHOW AN INDICATION OF THE PROPOSED LAYOUT BUT

DO NOT SHOW FULL CONSTRUCTIONAL DETAILS OR WIDTHS. FURTHER

REFINED DETAILED DESIGN WILL BE UNDERTAKEN DURING LATER

STAGES OF DEVELOPMENT OF THE SCHEME PRIOR TO CONSTRUCTION.

FOR INFORMATION ONLY."