1
5200 5300 5400 5500 5600 5700 5800 5900 RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS EXISTING LANE GAIN MERGE TYPE E CONVERTED TO A PROPOSED PARALLEL MERGE TYPE B EXISTING SWANSCOMBE FOOTWAY OVERBRIDGE (BX04) RETAINED EXISTING 1/2M ADS SUPERSPAN GANTRY CH.5800 EXISTING 1/4M ADS SUPERSPAN GANTRY CH.5800 PARKHILL WOOD ANCIENT WOODLAND EASTERN QUARRY A2 END OF PROPOSED CONCRETE STEP BARRIER NARROW LANES ON WESTBOUND CARRIAGEWAY AND CENTRAL RESERVE CONCRETE STEP BARRIER SHIFTED SOUTH UNDER SWANSCOMBE FOOTBRIDGE EXISTING HARD SHOULDER AND FOUR RUNNING LANES CONVERTED TO HARD STRIP AND FIVE NARROW LANES ROAD MARKINGS REALIGNED TO TIE EXISTING SINGLE RUNNING LANE INTO NEW MERGE LAYOUT FOR CONTINUATION REFER TO SHEET 5 FOR CONTINUATION REFER TO SHEET 7 ! HS/GEN/07 ! HS/GEN/01 ! HS/GEN/03 A2 APPROVED - ORDERS / LICENSES A2 Bean and Ebbsfleet Junctions Improvement PCF STAGE 3 – PRELIMINARY DESIGN ENGINEERING GENERAL ARRANGEMENT 1:1000 AEM 6 RKK 16 EBB RJM 22/02/19 HE543917 ATK HGN XX DR CH 000206 C05 C05 A2 FOR INFORMATION CH RKK AEM CH 18/01/19 C04 A1 FOR INFORMATION; EBBSFLEET PYLON ACCESS REVISED ON SHEETS 8 AND 16 AEM RKK JA CH 21/11/18 C03 A1 FOR STAGE 3 SIGN-OFF CT RKK JA CH 22/08/18 C02 A1 STAGE 3 DESIGN FIX 3 5158159 CT RKK OP CH 05/07/18 C01 B1 FOR HE REVIEW SHEET LAYOUT N.T.S 4 12 13 14 11 6 8 16 9 10 1 5 7 15 2 3 1a BEAN JUNCTION EBBSFLEET JUNCTION A2 M25 J2 PEPPERHILL OVERBRIDGE 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. Scale 1:1000 10m 10m 0m 20m 60m 40m 30m 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 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. CONSTRUCTION OF STRUCTURES OVER LIVE CARRIAGEWAY 2. HS/HGN/01-WORKING ADJACENT TO OH HV LINES AND PYLONS 3. HS/HLG/01-PROPOSED COLUMN IN THE VICINITY OF THE OH LINE Maintenance / Cleaning 1. HS/HLG/02-EXISTING COLUMN IN THE VICINITY OF THE OH LINE Use NOT CONSIDERED AT THIS STAGE. Decommissioning / Demolition NOT CONSIDERED AT THIS STAGE. 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/GEN/03-WORKING ADJACENT TO EXISTING UG UTILITIES. 2.HS/GEN/01-WORKING ADJACENT TO EXISTING GAS PIPELINES. Maintenance / Cleaning REFER TO HEALTH AND SAFETY RISK REGISTER DOCUMENT No. HE543917-ATK-GHS-XX-HS-ZS-000004. Use HS/GEN/07-NARROW LANES UNDER SWANSCOMBE FOOTBRIDGE. 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 Title Drawing Suitability DO NOT SCALE Client Status Millimetres 100 10 0 Drawing Number Project Originator Volume Location Type Role Number - - - - - - A1 Scale: Original Size: Rev: Project Ref. No: of Sheet: Revision Checked Authorised Status Reviewed Drawn Issue Date Description Revision Checked Authorised Status Reviewed Drawn Issue Date Description Revision Checked Authorised Status Reviewed Drawn Issue Date Description Revision Checked Authorised Status Reviewed Drawn Issue Date Description Revision Checked Authorised Status Reviewed Drawn Issue Date Description This Drawing is saved on ProjectWise. Plotted: 22/02/2019 19:08:49 By: KNRA9354 "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."

A2 · 2019. 2. 25. · existing swanscombe footway overbridge (bx04) retained existing 1/2m ads superspan gantry ch.5800 existing 1/4m ads superspan gantry ch.5800 parkhill wood ancient

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  • 5200

    5300

    5400

    5500

    5600

    5700

    5800

    5900

    RS RS

    RS RSRS

    RSRS

    RSRS

    RS

    RS

    RS

    RS

    RS

    RS

    RS

    RS

    RS RSRS RS

    RSRS

    RSRS

    RS

    RS

    RS

    RS

    RS

    EXISTING LANE GAIN MERGE TYPE E

    CONVERTED TO A PROPOSED

    PARALLEL MERGE TYPE B

    EXISTING SWANSCOMBE

    FOOTWAY OVERBRIDGE

    (BX04) RETAINED

    EXISTING 1/2M ADS

    SUPERSPAN GANTRY

    CH.5800

    EXISTING 1/4M ADS

    SUPERSPAN GANTRY

    CH.5800

    PARKHILL WOOD

    ANCIENT WOODLAND

    EASTERN

    QUARRY

    A2

    END OF PROPOSED

    CONCRETE STEP BARRIER

    NARROW LANES ON WESTBOUND

    CARRIAGEWAY AND CENTRAL RESERVE

    CONCRETE STEP BARRIER SHIFTED SOUTH

    UNDER SWANSCOMBE FOOTBRIDGE

    EXISTING HARD SHOULDER AND

    FOUR RUNNING LANES

    CONVERTED TO HARD STRIP AND

    FIVE NARROW LANES

    ROAD MARKINGS REALIGNED

    TO TIE EXISTING SINGLE

    RUNNING LANE INTO NEW

    MERGE LAYOUT

    FO

    R C

    ON

    TIN

    UA

    TIO

    N R

    EF

    ER

    T

    O S

    HE

    ET

    5

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    R C

    ON

    TIN

    UA

    TIO

    N R

    EF

    ER

    T

    O S

    HE

    ET

    7

    !

    HS/GEN/07

    !

    HS/GEN/01

    !

    HS/GEN/03

    A2APPROVED - ORDERS / LICENSES A2 Bean and Ebbsfleet Junctions Improvement

    PCF STAGE 3 – PRELIMINARY DESIGN

    ENGINEERING GENERAL ARRANGEMENT

    1:1000

    AEM

    6

    RKK

    16

    EBB RJM 22/02/19

    HE543917 ATK HGN

    XX DR CH 000206

    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

    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.

    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

    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. CONSTRUCTION OF STRUCTURES OVER LIVE CARRIAGEWAY

    2. HS/HGN/01-WORKING ADJACENT TO OH HV LINES AND PYLONS

    3. HS/HLG/01-PROPOSED COLUMN IN THE VICINITY OF THE OH LINE

    Maintenance / Cleaning

    1. HS/HLG/02-EXISTING COLUMN IN THE VICINITY OF THE OH LINE

    Use

    NOT CONSIDERED AT THIS STAGE.

    Decommissioning / Demolition

    NOT CONSIDERED AT THIS STAGE.

    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/GEN/03-WORKING ADJACENT TO EXISTING UG UTILITIES.

    2.HS/GEN/01-WORKING ADJACENT TO EXISTING GAS PIPELINES.

    Maintenance / Cleaning

    REFER TO HEALTH AND SAFETY RISK REGISTER DOCUMENT No.

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

    Use

    HS/GEN/07-NARROW LANES UNDER SWANSCOMBE FOOTBRIDGE.

    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 19:08:49 By: KNRA9354

    "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."

    AutoCAD SHX TextLP

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    AutoCAD SHX TextIC CL 69.98

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    AutoCAD SHX TextRS

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    AutoCAD SHX TextCL 68.77

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    AutoCAD SHX TextLP

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    AutoCAD SHX TextBox Height 1.49m

    AutoCAD SHX TextBox Height 1.17m

    AutoCAD SHX TextHeight 1.40m

    AutoCAD SHX TextElec Box

    AutoCAD SHX TextHeight 1.18m

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    AutoCAD SHX TextHeight 1.20m

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    AutoCAD SHX TextElec Box

    AutoCAD SHX TextHeight 1.27m

    AutoCAD SHX TextElec Box

    AutoCAD SHX TextHeight 1.57m

    AutoCAD SHX TextElec Box

    AutoCAD SHX TextHeight 1.21m

    AutoCAD SHX TextElec Box

    AutoCAD SHX TextElec Box

    AutoCAD SHX TextHeight 1.24m

    AutoCAD SHX TextElec Box

    AutoCAD SHX TextHeight 1.16m

    AutoCAD SHX TextHeight 1.19m

    AutoCAD SHX TextElec Box

    AutoCAD SHX TextRS

    AutoCAD SHX TextRS

    Sheets and ViewsP01