100

FOR CONTINUATION REFER TO SHEET 12 BEAN (NORTH) A296 NORTHBOUND B255 WATLING WIDENED ON EXIT FROM MAIN CONSTRUCTION SOUTHBOUND B255 SITE COMPOUND BEAN NORTH WIDENED TO THREE 100 WITH LANE DROP TO EXISTING . TIE INTO TWO LANES EXISTING TWO LANES PROPOSED ENTRY TO EXISTING CAR PARK (NORTH), ATTENUATION POND,

Millimetres DBC WOODLAND AND EXISTING PYLON EARTHWORK SLOPE 1:2 (V:H) EARTHWORK SLOPE 1:2 (V:H) NORTHBOUND BEAN LANE DIL IFT WIDENED TO TWO LANES

RS PROPOSED ACCESS TO ATTENUATION POND, DBC 100 IFT DIL WOODLAND AND EXISTING 10 PYLON AREA IDENTIFIED FOR EARTHWORK SLOPE 1:2 (V:H)

0 IFT POTENTIAL DRAINAGE DIL PROPOSED DRAINAGE AND ATTENUATION WORKS BEAN NORTH ROUNDABOUT ENLARGED AND SIGNALISED DIL

PROPOSED 1:1 (V:H) 0 THRIFT WATLING SOIL REINFORCED SLOPE COTTAGE

H HOUSE RS MAXIMUM HEIGHT 5m PROPOSED 1:3 (V:H) SLOPE WITH DIL H RETAINING WALL ALONG THE TOE MAXIMUM HEIGHT 6.0m EXISTING HARD (SEE GENERAL NOTE 8) DIL CONVERTED TO RUNNING LANE RS RS WITH PROVISION OF FOUR

DO NOT SCALE PROPOSED 312.884 NARROW LANES DRAINAGE AND 277.220 DIL NEW SINGLE LANE EASTBOUND ATTENUATION 100 RS DBC WOODLAND ACCESS 0 ON SLIP WITH TYPE E - LANE WORKS 300 ! 226.466 RS GAIN MERGE DIL HS/HGN/01 0 PROPOSED ACCESS TO PYLON RS 275.887 RS C (SEE GENERAL NOTE 8) RS 250 PROPOSED RETAINING WALL

DIL MAXIMUM HEIGHT 1m H FOR CONTINUATION REFER TO SHEET 5 250 261.013 BEAN JUNCTION RS EASTBOUND RS ! DIL 200 HS/HGN/01 OFFSLIP DIL RS RS

100 RS RS 200 FOR CONTINUATION REFER TO SHEET 3 200 0

200 4400

4300 4500

4200

100

RS 4600 EXISTING MS3 PROPOSED BEAN

194.902 0 4100 CANTILEVER GANTRY JUNCTION RS A2

CH.4350 EASTBOUND RS 150 ON SLIP ROAD 100 RS 150 100 RS RS RS

4000 RS 0 RS DIL SEE NOTE 3

3900

DIL EXISTING CONFIRMATORY ADS 100 PORTAL GANTRY EXISTING IGTHAM COTTAGES ! 100 H CH.4559 EARTHWORKS CUTTING TO BE DEMOLISHED HS/HGN/01 1:2 SLOPE EXISTING SEGREGATED LEFT EXISTING NMU ROUTE TURN LANE WIDENED AND BEAN JUNCTION RELOCATED TO BEAN IMPROVED 186.265 WESTBOUND NEW OFFSLIP ROAD

EXISTING LIGHTING HAZARD RS 50 EXISTING BEAN 0 (SEE GENERAL NOTE 3 AND KEY) 50 OVERBRIDGE (BX02) TO BE 0 BEAN JUNCTION WESTBOUND RETAINED FOR 100 ONSLIP ROAD NORTHBOUND RS

EXISTING CENTRAL RESERVE WITH METALLIC BARRIER CONVERTED TO NEW BRIDGE PROPOSED NARROW CENTRAL RESERVE WITH 194.754 BEAN PARALLEL TO EXISTING 0 0 ENTRY TO BEAN SOUTH STEP BARRIER BEAN OVERBRIDGE FOR EXISTING TYPE F LANE GAIN WITH ROUNDABOUT WIDENED SOUTHBOUND TRAFFIC FROM TWO LANES TO GHOST ISLAND MERGE RETAINED PROPOSED LIGHTING HAZARD H JUNCTION LENGTH - 77.9m DIL THREE LANES (SEE GENERAL NOTE 3 AND KEY) WIDTH - 14.0m H EXISTING CONFIRMATORY ADS SUPERSPAN GANTRY START OF PROPOSED BEAN LANE NORTHBOUND CH.3973 CONCRETE STEP BARRIER CONNECTING BEAN SOUTH AND DIL NORTH ROUNDABOUT WIDENED AREA IDENTIFIED FOR FROM TWO LANES TO THREE DIL POTENTIAL ADVANCE TREE LANES PLANTING AND SPECIES - RICH HOPE DIL GRASSLAND FOR SCREENING EXISTING RETAINING SOLUTION AND ECOLOGY MITIGATION TYPE UNKNOWN, NO AVAILABLE RECORDS COTTAGES BEAN SOUTH ROUNDABOUT BEAN LANE (SOUTH) PROPOSED MAINTENANCE This map is based on Ordnance Survey material with the ACCESS TO SOAKAWAY permission of Ordnance Survey on behalf of the Controller ENLARGED AND SIGNALISED of Her Majesty's Stationery Office. © Crown copyright. Scale 1:1000 Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings. Highways FOR CONTINUATION REFER TO SHEET 11 England 100018928, 2018. 10m 0m 10m 20m 30m 40m 50m 60m 70m

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SAFETY, HEALTH AND ENVIRONMENTAL Description Drawing Suitability Status Project Title NOTES FOR HE REVIEW APPROVED - ORDERS / LICENSES A2 A2 Bean and Ebbsfleet Junctions Improvement INFORMATION Status Revision Drawn Checked Reviewed Authorised Issue Date 1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE STATED. In addition to the hazards/risks normally associated with the types of work B1 C01 RKK OP CT CH 05/07/18 Drawing Title detailed on this drawing, note the following significant residual risks Description Epsom Gateway 2. FOR GENERAL NOTES AND KEY REFER TO DRG. No. HE543917-ATK-HGN-XX-DR-CH-000200. 14 (Reference shall also be made to the design hazard log). STAGE 3 DESIGN FIX 3 Ashley 3. REMOVAL OF SOUTHBOUND GANTRIES TO BE CONSIDERED AT DETAILED DESIGN STAGE. Construction 13 Status Revision Drawn Checked Reviewed Authorised Issue Date Epsom PCF STAGE 3 – PRELIMINARY DESIGN A1 C02 RKK JA CT CH 22/08/18 1. HS/HGN/01-WORKING ADJACENT TO EXISTING OH HV LINES AND 12 16 Surrey KT18 5AL ENGINEERING GENERAL ARRANGEMENT PYLONS. 8 Description 2. HS/HLG/01 & 03-PROPOSED COLUMN IN THE VICINITY OF THE 4 5 6 7 FOR STAGE 3 SIGN-OFF "THESE DRAWINGS ARE A PRELIMINARY DESIGN FOR USE DURING PCF 3 15 9 Tel: +44 (0)1372 726140 2 11 EXISTING OH LINE. 1a A2 Status Revision Drawn Checked Reviewed Authorised Issue Date Fax: +44 (0)1372 740055 STAGE 3. THEY SHOW AN INDICATION OF THE PROPOSED LAYOUT BUT Maintenance / Cleaning 1 EBBSFLEET 10 BEAN JUNCTION A1 C03 RKK JA AEM CH 21/11/18 Copyright C Atkins Limited (2018) www.atkinsglobal.com HS/HLG/02-EXISTING COLUMN IN THE VICINITY OF THE EXISTING M25 J2 DO NOT SHOW FULL CONSTRUCTIONAL DETAILS OR WIDTHS. FURTHER JUNCTION Description OH LINE. PEPPERHILL Client Drawing Number OVERBRIDGE FOR INFORMATION; EBBSFLEET PYLON ACCESS REVISED ON SHEETS 8 AND 16 REFINED DETAILED DESIGN WILL BE UNDERTAKEN DURING LATER Use Project Originator Volume REFER TO HEALTH AND SAFETY RISK REGISTER DOCUMENT No. Status Revision Drawn Checked Reviewed Authorised Issue Date HE543917 - ATK - HGN - STAGES OF DEVELOPMENT OF THE SCHEME PRIOR TO CONSTRUCTION. SHEET LAYOUT A1 C04 RKK AEM CH CH 18/01/19 FOR INFORMATION ONLY." HE543917-ATK-GHS-XX-HS-ZS-000004. N.T.S Decommissioning / Demolition Description XX - DR - CH - 000204 REFER TO HEALTH AND SAFETY RISK REGISTER DOCUMENT No. FOR INFORMATION Location Type Role Number HE543917-ATK-GHS-XX-HS-ZS-000004. Status Revision Drawn Checked Reviewed Authorised Issue Date Original Project Scale: Sheet: Rev: A2 C05 RKK EBB AEM RJM 22/02/19 Size: A1 1:1000 Ref. No: 5158159 4 of 16 C05 This Drawing is saved on ProjectWise. Plotted: 22/02/2019 19:08:44 By: KNRA9354