the sizewell c project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key:...

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The Sizewell C Project 2.5 Highway Plans Plans Not For Approval Revision: 1.0 Applicable Regulation: Regulation 5(2)(o) PINS Reference Number: EN010012 May 2020 Planning Act 2008 Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009

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Page 1: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

The Sizewell C Project

2.5 Highway Plans Plans Not For Approval

Revision: 1.0

Applicable Regulation: Regulation 5(2)(o)

PINS Reference Number: EN010012

May 2020

Planning Act 2008Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009

Page 2: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

Drawing Number Revision Drawing Title Scale Sheet SizeSZC-SZ0204-XX-000-DRW-100497 01 Main Development Site - Key Plan 1:5000 A1SZC-SZ0204-XX-000-DRW-100487 01 Main Development Site Main Site Access Roundabout Existing Site Plan - Sheet 1 of 22 1:1000 A1SZC-SZ0204-XX-000-DRW-100488 01 Main Development Site Main Site Access Roundabout Drainage Plan - Sheet 2 of 22 1:1000 A1SZC-SZ0204-XX-000-DRW-100489 01 Main Development Site Main Site Access Roundabout Proposed Lighting Plan - Sheet 3 of 22 1:500 A1SZC-SZ0204-XX-000-DRW-100002 01 Main Development Site Main Site Access Roundabout Existing Utilities Layout and Diversions - Sheet 4 of 22 1:500 A1SZC-SZ0204-XX-000-DRW-100001 01 Main Development Site Main Site Access Roundabout Proposed Vertical Profiles - Sheet 5 of 22 1:500 A1SZC-SZ0204-XX-000-DRW-100495 01 Main Development Site Lover's Lane Existing Site Plan - Sheet 6 of 22 1:2500 A1SZC-SZ0204-XX-000-DRW-100498 01 Main Development Site Lover's Lane Proposed Drainage Plan - Sheet 7 of 22 1:2500 A1SZC-SZ0204-XX-000-DRW-100501 01 Main Development Site Lover’s Lane Proposed Lighting Plan - Sheet 8 of 22 1:2500 A1SZC-SZ0204-XX-000-DRW-100107 01 Main Development Site Lover's Lane Existing Utilities Layout and Diversions - Sheet 9 of 22 1:2500 A1SZC-SZ0204-XX-000-DRW-100112 01 Main Development Site Lover's Lane Recycle Centre Left Turn Lane and Pegasus Crossing - Sheet 10 of 22 1:500 A1SZC-SZ0204-XX-000-DRW-100472 01 Main Development Site Sandy Lane Temporary Road Proposed General Arrangement - Sheet 11 of 22 1:500 A1SZC-SZ0204-XX-000-DRW-100496 01 Main Development Site Lover's Lane Highway Works Cross Sections, Key Plan - Sheet 12 of 22 1:2500 A1SZC-SZ0204-XX-000-DRW-100171 01 Main Development Site Lover's Lane Highway Works Cross Sections - Sheet 13 of 22 1:100 A1SZC-SZ0204-XX-000-DRW-100172 01 Main Development Site Lover's Lane Highway Works Cross Sections - Sheet 14 of 22 1:100 A1SZC-SZ0204-XX-000-DRW-100173 01 Main Development Site Lover's Lane Highway Works Cross Sections - Sheet 15 of 22 1:100 A1SZC-SZ0204-XX-000-DRW-100508 01 Main Development Site Valley Road Proposed Access Existing Site Plan - Sheet 16 of 22 1:250 A1SZC-SZ0204-XX-000-DRW-100509 01 Main Development Site Valley Road Proposed Access Drainage Plan - Sheet 17 of 22 1:250 A1SZC-SZ0204-XX-000-DRW-100163 01 Main Development Site Valley Road Proposed Access Existing Utilities Layout and Diversions - Sheet 18 of 22 1:250 A1SZC-SZ0204-XX-000-DRW-100505 01 Main Development Site King George's Avenue Proposed Site Access Existing Site Plan- Sheet 19 of 22 1:250 A1SZC-SZ0204-XX-000-DRW-100506 01 Main Development Site King George's Avenue Proposed Site Access Propsoed Drainage Plan - Sheet 20 of 22 1:250 A1SZC-SZ0204-XX-000-DRW-100507 01 Main Development Site King George's Avenue Proposed Site Access Proposed Lighting Plan - Sheet 21 of 22 1:250 A1SZC-SZ0204-XX-000-DRW-100159 01 Main Development Site King George's Avenue Proposed Site access Existing Utilities and Diversions - Sheet 22 of 22 1:250 A1

Main Development Site, Highway Plans – Not For Approval

Page 3: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawingis to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

.\DRAWING TEMPLATES_DCO\SZC+CGN_project_label.tif

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permissionof Ordnance Survey on behalf of the controller of HerMajesty's Stationery Office © Crown copyright (2019).All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING - NOT FORAPPROVALREGULATION 5(2)(o)

MAIN DEVELOPMENT SITEKEY PLAN

SZC-SZ0204-XX-000-DRW-100497

FEB 2020 MW 1:5000 @ A1

01

Page 4: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

MAIN SITE ACCESS ROUNDABOUT

EXISTING SITE PLAN

SHEET 1 OF 22

SZC-SZ0204-XX-000-DRW-100487

FEB 2020 GW 1:1000 @ A1

01

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

COPYRIGHT:

c

NOT PROTECTIVELY MARKED

KEY:

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

REVISION:

PROJECT:

SIZEWELL C

AutoCAD SHX Text
01
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FEB 2020
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GW
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NS
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DCO SUBMISSION
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SZC Co
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1:1000
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0
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50
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metres
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DEVELOPMENT SITE BOUNDARY
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1.THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND WSP DOES NOT WARRANT THE ACCURACY OF THIS INFORMATION.
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B1122 ABBEY ROAD
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B1122 ABBEY ROAD
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c
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c
Page 5: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

MAIN SITE ACCESS ROUNDABOUT

DRAINAGE PLAN

SHEET 2 OF 22

SZC-SZ0204-XX-000-DRW-100488

FEB 2020 GW 1:1000 @ A1

KEY:

01

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

COPYRIGHT:

c

NOT PROTECTIVELY MARKED

KEY:

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

REVISION:

PROJECT:

SIZEWELL C

NOTES:

AutoCAD SHX Text
B1122 ABBEY ROAD
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HIGHWAYS SWALES
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INDICATIVE PROPOSED INFILTRATION BASIN LAYOUT (REFER TO NOTE 6)
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HIGHWAYS SWALE
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PROPOSED BRIDLEWAY
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EXISTING DITCH ADJACENT TO B1122 ABBEY ROAD (REFER TO NOTE 6)
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B1122 ABBEY ROAD
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B1122 ABBEY ROAD
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01
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FEB 2020
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GW
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NS
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DCO SUBMISSION
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SZC Co
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1:1000
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0
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50
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metres
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EXTENT OF EARTHWORKS (CUT)
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DEVELOPMENT SITE BOUNDARY
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PROPOSED INDICATIVE ATTENUATION BASIN LOCATION AND EXTENT
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EXTENT OF EARTHWORKS (FILL)
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PROPOSED CULVERT
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PROPOSED SWALE
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EXISTING DITCH
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c
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c
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EXISTING HIGHWAY TO BE STOPPED UP
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1. THIS DRAWING IS FOR PLANNING PURPOSES ONLY AND SHALL NOT THIS DRAWING IS FOR PLANNING PURPOSES ONLY AND SHALL NOT BE USED FOR CONSTRUCTION OR ANY OTHER PURPOSE. 2. THE SCHEME DESIGN IS BASED ON ORDNANCE SURVEY MAPPING THE SCHEME DESIGN IS BASED ON ORDNANCE SURVEY MAPPING DATA. THE EXISTING GROUND TERRAIN AND PROPOSED SURFACES ARE BASED ON THE UK GOVERNMENT'S OPEN SOURCE LIDAR DIGITAL TERRAIN MAPPING DATA. ALL POSITIONS AND LEVELS ARE TO BE REVIEWED FOLLOWING COMPLETION OF A DETAILED SITE TOPOGRAPHICAL SURVEY. 3. HIGHWAY DRAINAGE AT ROUNDABOUT - KERBED SECTIONS TO BE HIGHWAY DRAINAGE AT ROUNDABOUT - KERBED SECTIONS TO BE DRAINED BY GULLIES OR COMBINED KERB AND DRAINAGE SYSTEM DISCHARGING TO INFILTRATION POND. 4. HIGHWAY DRAINAGE CLEAR OF ROUNDABOUT - UN-KERBED HIGHWAY DRAINAGE CLEAR OF ROUNDABOUT - UN-KERBED SECTIONS TO BE OVER THE EDGE INTO FILTER DRAINS OR SWALES DISCHARGING TO INFILTRATION BASIN, WHERE LEVELS PERMIT, WHERE LEVELS DO NOT PERMIT EXISTING DRAINAGE CONNECTIONS OR INFILTRATION TRENCHES TO BE UTILISED. 5. FOOTPRINT FOR INFILTRATION POND IS INDICATIVE, SIZE TO BE FOOTPRINT FOR INFILTRATION POND IS INDICATIVE, SIZE TO BE DETERMINED FOLLOWING CONFIRMATION OF ACHIEVABLE INFILTRATION RATE. 6. IN THE EVENT THAT INFILTRATION IS NOT ACHIEVABLE, POND WILL IN THE EVENT THAT INFILTRATION IS NOT ACHIEVABLE, POND WILL BE JOINT ATTENUATION/INFILTRATION BASIN. AN OUTFALL CONNECTION WILL BE MADE TO THE EXITING HIGHWAY DITCH ALONG SIDE ABBEY ROAD B1122 TOWARDS ABBEY LANE. NO HIGHWAY RUNOFF IS TO PASS FROM ADOPTABLE HIGHWAY TO UN-ADOPTED EDF ROADS OR IN REVERSE.
Page 6: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

MAIN SITE ACCESS ROUNDABOUT

PROPOSED LIGHTING PLAN

SHEET 3 OF 22

SZC-SZ0204-XX-000-DRW-100489

FEB 2020 GW 1:1000

01

KEY:

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

COPYRIGHT:

c

NOT PROTECTIVELY MARKED

KEY:

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

REVISION:

PROJECT:

SIZEWELL C

AutoCAD SHX Text
B1122 ABBEY ROAD
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B1122 ABBEY ROAD
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B1122 ABBEY ROAD
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10m COLUMNS LED SCC SPECIFICATION
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PROPOSED LIMITS OF ADOPTED HIGHWAY (END OF SPLITTER ISLANDS)
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DEVELOPMENT SITE BOUNDARY
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INDICATIVE 10m LIGHTING COLUMNS 0.4 UNIFORMITY - LIGHTING AT ROUNDABOUT AND NMU CROSSINGS TO 15 LUX AVERAGE - APPROACH ROAD LIGHTING TO 10 LUX AVERAGE
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01
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FEB 2020
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GW
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NS
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DCO SUBMISSION
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SZC Co
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1:1000
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0
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50
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metres
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c
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c
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1. THIS DRAWING IS FOR PLANNING PURPOSES ONLY AND SHALL NOT THIS DRAWING IS FOR PLANNING PURPOSES ONLY AND SHALL NOT BE USED FOR CONSTRUCTION OR ANY OTHER PURPOSE. 2. THE SCHEME DESIGN IS BASED ON ORDNANCE SURVEY MAPPING THE SCHEME DESIGN IS BASED ON ORDNANCE SURVEY MAPPING DATA. THE EXISTING GROUND TERRAIN AND PROPOSED SURFACES ARE BASED ON THE UK GOVERNMENT'S OPEN SOURCE LIDAR DIGITAL TERRAIN MAPPING DATA. ALL POSITIONS AND LEVELS ARE TO BE REVIEWED FOLLOWING COMPLETION OF A DETAILED SITE TOPOGRAPHICAL SURVEY. 3. ALL DIMENSIONS IN METRES UNLESS STATED OTHERWISE. ALL DIMENSIONS IN METRES UNLESS STATED OTHERWISE. 4. ALL LEVELS IN METRES UNLESS STATED OTHERWISE. ALL LEVELS IN METRES UNLESS STATED OTHERWISE. 5. ALL EARTHWORKS BATTER SLOPES ARE SHOWN AT A GRADIENT OF 1 ALL EARTHWORKS BATTER SLOPES ARE SHOWN AT A GRADIENT OF 1 IN 3 6. THE PROPOSED CARRIAGEWAY WIDTH IS 7.3M WIDE WITH 1.0M THE PROPOSED CARRIAGEWAY WIDTH IS 7.3M WIDE WITH 1.0M HARDSTRIPS ON 7. ALL PROPOSED ROADWORKS ARE TO BE IN ACCORDANCE WITH THE ALL PROPOSED ROADWORKS ARE TO BE IN ACCORDANCE WITH THE DESIGN MANUAL FOR ROADS AND BRIDGES (DMRB OR AS AGREED WITH LOCAL AUTHORITY. 8. WHERE PROPOSED ROAD MARKINGS ARE SHOWN THE EXISTING ROAD WHERE PROPOSED ROAD MARKINGS ARE SHOWN THE EXISTING ROAD MARKINGS ARE TO BE REMOVED AS APPROPRIATE.
AutoCAD SHX Text
EXISTING HIGHWAY TO BE STOPPED UP
Page 7: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

MAIN SITE ACCESS ROUNDABOUT

EXISTING UTILITIES LAYOUT

AND DIVERSIONS

SZC-SZ0204-XX-000-DRW-100002

FEB 2020 MSF 1:1000 @ A1

01

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

COPYRIGHT:

c

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

REVISION:

PROJECT:

SIZEWELL C

KEY:

SHEET 4 OF 22

AutoCAD SHX Text
B1122 ABBEY ROAD
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REFER TO SHEET 2
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B1122 ABBEY ROAD
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REFER TO SHEET 2
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TELECOM/BT OVERHEAD
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TELECOM/BT UNDERGROUND
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VIRGIN MEDIA
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HIGH VOLTAGE OVERHEAD
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BT UNDERGROUND DIVERSION
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DEVELOPMENT SITE BOUNDARY
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1. THE INFORMATION REGARDING THE LOCATION OF UNDERGROUND THE INFORMATION REGARDING THE LOCATION OF UNDERGROUND AND OVERHEAD UTILITY PLANT SHOWN ON THIS DRAWING HAS BEEN REPRODUCED FROM PLANS PROVIDED BY THE RELEVANT UTILITY COMPANY AND IS AN APPROXIMATION AND INTENDED FOR GENERAL GUIDANCE ONLY. 2. OTHER UNCHARTED SERVICES MAY BE PRESENT IN THE AREA OTHER UNCHARTED SERVICES MAY BE PRESENT IN THE AREA AT VARIOUS DEPTHS AND THE ROUTE OF SERVICES MAY DEVIATE SIGNIFICANTLY FROM THE ROUTES SHOWN ON THIS DRAWING. IT SHOULD NOT BE RELIED UPON IN THE EVENT OF EXCAVATIONS OR ANY OTHER WORKS BEING UNDERTAKEN. 3. WSP IS NOT LIABLE FOR THE ACCURACY OF THE INFORMATION WSP IS NOT LIABLE FOR THE ACCURACY OF THE INFORMATION SHOWN AND THE CONTRACTOR WILL ULTIMATELY RESPONSIBLE FOR IDENTIFYING & LOCATING SERVICES ON SITE.
AutoCAD SHX Text
01
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FEB 2020
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MW
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NS
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DCO SUBMISSION
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SZC Co
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1:1000
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0
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50
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metres
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c
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c
Page 8: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

.\DRAWING TEMPLATES_DCO\SZC+CGN_project_label.tif

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

MAIN SITE ACCESS ROUNDABOUT

PROPOSED VERTICAL PROFILES

SHEET 5 OF 22

SZC-SZ0204-XX-000-DRW-100001

FEB 2020 LMM 1:500 @ A1

KEY

NOTES:

01

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CIRCULATORY CARRIAGEWAY
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CIRCULATORY CARRIAGEWAY
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CIRCULATORY CARRIAGEWAY
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B1122 ABBEY ROAD
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B1122 ABBEY ROAD
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CIRCULATORY CARRIAGEWAY
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END OF SPLITTER ISLAND
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CIRCULATORY CARRIAGEWAY
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END OF SPLITTER ISLAND
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0
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1:500
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25
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metres
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KEY PLAN SCALE 1:2500
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ELEVATION AXIS 5x EXAGGERATED
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WEST ARM CL
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SOUTH ARM CL
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NORTH ARM CL
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PROPOSED FINISHED GROUND PROFILE
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CUT
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FILL
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EXISTING GROUND PROFILE
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NORTH EAST ARM CL
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SOUTH EAST ARM CL
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1. This drawing is for planning purposes only and shall not be This drawing is for planning purposes only and shall not be used for construction or any other purpose. 2. The development shall be provided as shown on the The development shall be provided as shown on the drawings unless alternative details are submitted and approved pursuant to a requirement. 3. All levels are in metres unless stated otherwise All levels are in metres unless stated otherwise 4. All dimensions are in metres unless states otherwise. All dimensions are in metres unless states otherwise. 5. The scheme design is based on Ordnance Survey Mapping The scheme design is based on Ordnance Survey Mapping data. The existing ground terian and proposed surfaces are based on the UK Government's open source LIDAR digital terrain mapping data. All positions and levels are to be reviewed following completion of a detailed site topographical survey.
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01
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FEB 2020
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MW
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NS
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DCO SUBMISSION
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SZC Co
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SOUTH EAST ARM CL
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NORTH EAST ARM CL
Page 9: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

PLAN

SCALE 1:2500

KEY PLAN

SCALE 1:10,000

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING -

NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

LOVER'S LANE

EXISTING SITE PLAN

SHEET 6 OF 22

SZC-SZ0204-XX-000-DRW-100495

FEB 2020 GW 1:2500 @ A1

01

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ABBEY ROAD
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LOVER'S LANE
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VALLEY ROAD
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B1122
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LOVER'S LANE
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ABBEY LANE
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LOVER'S LANE
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ABBEY ROAD
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ABBEY ROAD
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KING GEORGE'S AVENUE
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SIZEWELL GAP
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B1122
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ABBEY ROAD
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LOVER'S LANE
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VALLEY ROAD
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B1122
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LOVER'S LANE
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ABBEY LANE
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LOVER'S LANE
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ABBEY ROAD
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01
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FEB 2020
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GW
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NS
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DCO SUBMISSION
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SCZ Co
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DEVELOPMENT SITE BOUNDARY
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1. THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND WSP DOES NOT WARRANT THE ACCURACY OF THIS INFORMATION. 2. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL OTHER THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DOCUMENTS PRODUCED BY WSP.
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0
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1:2500
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125
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metres
Page 10: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

PLAN

SCALE 1:2500

KEY PLAN

SCALE 1:10,000

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

.\DRAWING TEMPLATES_DCO\SZC+CGN_project_label.tif

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING -

NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

LOVER'S LANE

PROPOSED DRAINAGE PLAN

SHEET 7 OF 22

SZC-SZ0204-XX-000-DRW-100498

FEB 2020 GW 1:2500 @ A1

NOTES:

01

KEY:

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CLASS 1 BYPASS SEPARATOR
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OUTFALL TO LEISTON DRAIN
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DEEP DITCH THROUGH TO LEISTON DRAIN
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EXISTING KERB AND FOOTPATH TO BE REMOVED. NEW SWALE TO BE PROVIDED ADJACENT TO CARRAIGEWAY.
AutoCAD SHX Text
CULVERTS UNDER GREEN RAIL ROUTE TO DISCHARGE TO WMZ 2
AutoCAD SHX Text
OVERFLOW OUTFALL TO EXISTING CULVERT TO WEST OF B1122 IF REQUIRED. TO BE CONFIRMED AT DETAILED DESIGN WHEN INFILTRATION VALUES HAVE BEEN CONFIRMED
AutoCAD SHX Text
CULVERT CROSS CONNECTION BETWEEN SWALES
AutoCAD SHX Text
INFILTRATION BASIN OUTLET FLOW CONTROL
AutoCAD SHX Text
SWALE TO OUTFALL TO LEEIE ATTENUATION SYSTEM
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
HIGHWAY SWALES
AutoCAD SHX Text
HIGHWAY SWALES
AutoCAD SHX Text
HIGHWAY SWALES
AutoCAD SHX Text
HIGHWAY SWALES
AutoCAD SHX Text
PROPOSED CULVERT
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
VALLEY ROAD
AutoCAD SHX Text
B1122
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
ABBEY LANE
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
ABBEY ROAD
AutoCAD SHX Text
ABBEY ROAD
AutoCAD SHX Text
KING GEORGE'S AVENUE
AutoCAD SHX Text
SIZEWELL GAP
AutoCAD SHX Text
ABBEY ROAD
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
VALLEY ROAD
AutoCAD SHX Text
B1122
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
ABBEY LANE
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
ABBEY ROAD
AutoCAD SHX Text
B1122
AutoCAD SHX Text
01
AutoCAD SHX Text
FEB 2020
AutoCAD SHX Text
GW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
AutoCAD SHX Text
EXTENT OF EARTHWORKS (CUT)
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY
AutoCAD SHX Text
PROPOSED INDICATIVE ATTENUATION BASIN LOCATION AND EXTENT
AutoCAD SHX Text
EXTENT OF EARTHWORKS (FILL)
AutoCAD SHX Text
PROPOSED CULVERT
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED DITCH
AutoCAD SHX Text
EXISTING DITCH
AutoCAD SHX Text
EXISTING CULVERT RETAINED
AutoCAD SHX Text
PROPOSED CHAMBER
AutoCAD SHX Text
1. THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND WSP DOES NOT WARRANT THE ACCURACY OF THIS INFORMATION. 2. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DOCUMENTS AND DRAWINGS PROVIDED BY WSP. 3. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. 4. THIS DRAWING IS SUBJECT TO A FULL TOPOGRAPHICAL SURVEY THIS DRAWING IS SUBJECT TO A FULL TOPOGRAPHICAL SURVEY AND DETAIL DESIGN. 5. NO JUNCTION CAPACITY CHECK HAS BEEN UNDERTAKEN AND NO JUNCTION CAPACITY CHECK HAS BEEN UNDERTAKEN AND THEREFORE THE JUNCTION LAYOUTS ARE INDICATIVE ONLY. 6. HIGHWAY BOUNDARY LOCATION TO BE CONFIRMED. HIGHWAY BOUNDARY LOCATION TO BE CONFIRMED. 7. EXISTING ROAD LAYOUT BASED ON OS BASE MAPPING AND MAY EXISTING ROAD LAYOUT BASED ON OS BASE MAPPING AND MAY DIFFER FROM TOPOGRAPHICAL SURVEY.
AutoCAD SHX Text
0
AutoCAD SHX Text
1:2500
AutoCAD SHX Text
125
AutoCAD SHX Text
metres
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3

+

3

0

0

3

+

4

0

0

3

+

5

0

0

3+

600

3

+

7

0

0

3

+

8

0

0

3

+

9

0

0

4

+

0

0

0

4

+

1

0

0

4

+

2

0

0

4

+

3

0

0

3

+

3

0

0

3

+

4

0

0

3

+

5

0

0

3+

600

3

+

7

0

0

3

+

8

0

0

3

+

9

0

0

4

+

0

0

0

4

+

1

0

0

4

+

2

0

0

4

+

3

0

0

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

.\DRAWING TEMPLATES_DCO\SZC+CGN_project_label.tif

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING -

NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

LOVER'S LANE

PROPOSED LIGHTING PLAN

SHEET 8 OF 22

SZC-SZ0204-XX-000-DRW-100501

FEB 2020 MW 1:2500 @ A1

01

KEY:

AutoCAD SHX Text
REFER TO SHEET 5
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
VISIBILITY 4.5m x 215m
AutoCAD SHX Text
REFER TO SHEET 6
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
VISIBILITY SPLAY 4.5m x 120m
AutoCAD SHX Text
VISIBILITY SPLAY 4.5m x 120m
AutoCAD SHX Text
VISIBILITY SPLAY 4.5m x 120m
AutoCAD SHX Text
VISIBILITY SPLAY 4.5m x 120m
AutoCAD SHX Text
VISIBILITY SPLAY 4.5m x 120m
AutoCAD SHX Text
VISIBILITY SPLAY 4.5m x 120m
AutoCAD SHX Text
VISIBILITY SPLAY 9m x 120m
AutoCAD SHX Text
VISIBILITY SPLAY 9m x 120m
AutoCAD SHX Text
2.4m x 70m SIGHT LINE
AutoCAD SHX Text
2.4m x 70m SIGHT LINE
AutoCAD SHX Text
VALLEY ROAD
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
SANDY LANE
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
SANDY LANE
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
KING GEORGE'S AVENUE
AutoCAD SHX Text
SIZEWELL GAP
AutoCAD SHX Text
ABBEY ROAD
AutoCAD SHX Text
ABBEY LANE
AutoCAD SHX Text
ABBEY ROAD
AutoCAD SHX Text
B1122
AutoCAD SHX Text
PLAN SCALE 1:2500
AutoCAD SHX Text
01
AutoCAD SHX Text
FEB 2020
AutoCAD SHX Text
MW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
AutoCAD SHX Text
1. THIS DRAWING IS FOR PLANNING PURPOSES ONLY AND SHALL NOT THIS DRAWING IS FOR PLANNING PURPOSES ONLY AND SHALL NOT BE USED FOR CONSTRUCTION OR ANY OTHER PURPOSE. 2. THE SCHEME DESIGN IS BASED ON ORDNANCE SURVEY MAPPING THE SCHEME DESIGN IS BASED ON ORDNANCE SURVEY MAPPING DATA. THE EXISTING GROUND TERRAIN AND PROPOSED SURFACES ARE BASED ON THE UK GOVERNMENT'S OPEN SOURCE LIDAR DIGITAL TERRAIN MAPPING DATA. ALL POSITIONS AND LEVELS ARE TO BE REVIEWED FOLLOWING COMPLETION OF A DETAILED SITE TOPOGRAPHICAL SURVEY. 3. ALL DIMENSIONS IN METRES UNLESS STATED OTHERWISE. ALL DIMENSIONS IN METRES UNLESS STATED OTHERWISE. 4. ALL LEVELS IN METRES UNLESS STATED OTHERWISE. ALL LEVELS IN METRES UNLESS STATED OTHERWISE. 5. ALL EARTHWORKS BATTER SLOPES ARE SHOWN AT A GRADIENT OF 1 ALL EARTHWORKS BATTER SLOPES ARE SHOWN AT A GRADIENT OF 1 IN 3 6. THE PROPOSED CARRIAGEWAY WIDTH IS 7.3M WIDE WITH 1.0M THE PROPOSED CARRIAGEWAY WIDTH IS 7.3M WIDE WITH 1.0M HARDSTRIPS ON 7. ALL PROPOSED ROADWORKS ARE TO BE IN ACCORDANCE WITH THE ALL PROPOSED ROADWORKS ARE TO BE IN ACCORDANCE WITH THE DESIGN MANUAL FOR ROADS AND BRIDGES (DMRB OR AS AGREED WITH LOCAL AUTHORITY. 8. WHERE PROPOSED ROAD MARKINGS ARE SHOWN THE EXISTING ROAD WHERE PROPOSED ROAD MARKINGS ARE SHOWN THE EXISTING ROAD MARKINGS ARE TO BE REMOVED AS APPROPRIATE.
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY
AutoCAD SHX Text
PROPOSED 8m LIGHTING COLUMN. LIGHTING CLASSIFICATION BS5489-1:2013 M5/P3 (7.5 LUX AVERAGE)
AutoCAD SHX Text
PROPOSED 8m LIGHTING COLUMN. LIGHTING CLASSIFICATION BS5489-1:2013 M5 FOR APPROACH, C4 FOR JUNCTION AREA (10 LUX AVERAGE AND 0.40 UNIFORMITY)
AutoCAD SHX Text
PROPOSED 8m LIGHTING COLUMN. LIGHTING CLASSIFICATION BS5489-1:2013 M5 OR C4 (10 LUX AVERAGE AND 0.40 UNIFORMITY)
AutoCAD SHX Text
0
AutoCAD SHX Text
1:2500
AutoCAD SHX Text
125
AutoCAD SHX Text
metres
AutoCAD SHX Text
PLAN SCALE 1:10,000
AutoCAD SHX Text
TEMPORARY RAIL TRACKS
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9 5Fw

8 " AC

8" AC

8 " AC

8 " AC

8" PVC

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawingis to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permissionof Ordnance Survey on behalf of the controller of HerMajesty's Stationery Office © Crown copyright (2019).All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING- NOT FOR APPROVALREGULATION 5(2)(o)

MAIN DEVELOPMENT SITELOVER'S LANEEXISTING UTILITIES LAYOUT ANDDIVERSIONS

SZC-SZ0204-XX-000-DRW-100107

FEB 2020 MSF 1:2500 @ A1

01

SHEET 9 OF 22

Page 13: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

LOVER'S LANE

RECYCLE CENTRE LEFT TURN LANE

AND PEGASUS CROSSING

SZC-SZ0204-XX-000-DRW-100112

FEB 2020 MW 1:500 @ A1

01

SHEET 10 OF 22

AutoCAD SHX Text
DROPPED KERB
AutoCAD SHX Text
THE PROPOSED LEFT TURN LANE INTO THE EXISTING RECYCLE CENTRE IS BASED ON A DESIGN SPEED OF 70kph (40mph)
AutoCAD SHX Text
CALL POINTS ARE TO BE SET HIGHER AND FURTHER BACK FROM THE CARRIAGEWAY.
AutoCAD SHX Text
DIAGRAM 616
AutoCAD SHX Text
DIAGRAM 612
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DEVELOPMENT SITE BOUNDARY EXTENT OF EMBANKMENT PROPOSED ASPHALT FOOTWAY CONSTRUCTION BRIDLEWAY 120 x 4.5m SET BACK VISIBILITY SPLAY
AutoCAD SHX Text
0
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1:500
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25
AutoCAD SHX Text
metres
AutoCAD SHX Text
01
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FEB 2020
AutoCAD SHX Text
MW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
AutoCAD SHX Text
1.ALL DIMENTIONS ARE IN METERS UNLESS OTHERWISE STATED.ALL DIMENTIONS ARE IN METERS UNLESS OTHERWISE STATED.
Page 14: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

SANDY LANE TEMPORARY ROAD

PROPOSED GENERAL ARRANGEMENT

SHEET 11 OF 22

SZC-SZ0204-XX-000-DRW-100472

FEB 2020 MW 1:500 @ A1

KEY:

NOTES:

01

AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
GIVE
AutoCAD SHX Text
WAY
AutoCAD SHX Text
DIAGRAM 602
AutoCAD SHX Text
GIVE
AutoCAD SHX Text
WAY
AutoCAD SHX Text
DIAGRAM 602
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY EXTENT OF EMBANKMENT PROPOSED ASPHALT CARRIAGEWAY CONSTRUCTION PERMANENT PROPOSED ASPHALT CARRIAGEWAY CONSTRUCTION TEMPORARY BRIDLEWAY
AutoCAD SHX Text
0
AutoCAD SHX Text
1:500
AutoCAD SHX Text
25
AutoCAD SHX Text
metres
AutoCAD SHX Text
1. THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND WSP DOES NOT WARRANT THE ACCURACY OF THIS INFORMATION. 2. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DOCUMENTS AND DRAWINGS PROVIDED BY WSP. 3. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. 4. THIS DRAWING IS SUBJECT TO A FULL TOPOGRAPHICAL SURVEY THIS DRAWING IS SUBJECT TO A FULL TOPOGRAPHICAL SURVEY AND DETAIL DESIGN. 5. HIGHWAY BOUNDARY LOCATION TO BE CONFIRMED. HIGHWAY BOUNDARY LOCATION TO BE CONFIRMED. 6. EXISTING ROAD LAYOUT BASED ON OS BASE MAPPING AND MAY EXISTING ROAD LAYOUT BASED ON OS BASE MAPPING AND MAY DIFFER FROM TOPOGRAPHICAL SURVEY. 7. ALL ROAD MARKINGS AS PER TSRGD 2016. ALL ROAD MARKINGS AS PER TSRGD 2016.
AutoCAD SHX Text
01
AutoCAD SHX Text
FEB 2020
AutoCAD SHX Text
MW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
Page 15: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

SZ

C-S

Z02

04-X

X-000-D

RW

-100171

- S

HE

ET

13

SZ

C-S

Z0204-X

X-000-D

RW

-10

0172

- S

HE

ET

1

4

S

Z

C

-

S

Z

0

2

0

4

-

X

X

-

0

0

0

-

D

R

W

-

1

0

0

1

7

3

-

S

H

E

E

T

1

5

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

.\DRAWING TEMPLATES_DCO\SZC+CGN_project_label.tif

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

LOVER'S LANE HIGHWAY WORKS

CROSS SECTIONS - KEY PLAN

SHEET 12 OF 22

SZC-SZ0204-XX-000-DRW-100496

FEB 2020 MW 1:2500 @ A1

NOTES:

01

AutoCAD SHX Text
ABBEY ROAD
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
VALLEY ROAD
AutoCAD SHX Text
B1122
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
ABBEY LANE
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
ABBEY ROAD
AutoCAD SHX Text
ABBEY ROAD
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY
AutoCAD SHX Text
1.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.
AutoCAD SHX Text
01
AutoCAD SHX Text
FEB 2020
AutoCAD SHX Text
MW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
AutoCAD SHX Text
0
AutoCAD SHX Text
1:2500
AutoCAD SHX Text
125
AutoCAD SHX Text
metres
Page 16: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

3

+

3

0

0

3

+

4

0

0

3

+

5

0

0

3+600

3

+

7

0

0

3

+

8

0

0

3

+

9

0

0

4

+

0

0

0

3

+

3

0

0

3

+

4

0

0

3

+

5

0

0

3+600

3

+

7

0

0

3

+

8

0

0

3

+

9

0

0

4

+

0

0

0

1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.

2. ALL ROAD MARKINGS AS PER TSRGD 2016.

DEVELOPMENT SITE BOUNDARY

PROPOSED GROUND LEVEL (SHOWN IN METRES AOD)

EXISTING GROUND LEVEL (SHOWN IN METRES AOD)

0

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

.\DRAWING TEMPLATES_DCO\SZC+CGN_project_label.tif

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

LOVER'S LANE HIGHWAY WORKS

CROSS SECTIONS

SHEET 13 OF 22

SZC-SZ0204-XX-000-DRW-100171

FEB 2020 LC 1:100 @ A1

0 4m

01

1:100

TEMPORARY RAIL TRACKS

AutoCAD SHX Text
LEVEL DATUM = 6.000m AOD
AutoCAD SHX Text
SECTION A-A CHAINAGE 20.000m
AutoCAD SHX Text
PROPOSED LEVELS
AutoCAD SHX Text
EXISTING LEVELS
AutoCAD SHX Text
10.5
AutoCAD SHX Text
10.5
AutoCAD SHX Text
10.5
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.4
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.3
AutoCAD SHX Text
8.3
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9.0
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9.1
AutoCAD SHX Text
9.1
AutoCAD SHX Text
8.7
AutoCAD SHX Text
8.7
AutoCAD SHX Text
10.3
AutoCAD SHX Text
Section B-B CH 223.000m
AutoCAD SHX Text
PROPOSED LEVELS
AutoCAD SHX Text
EXISTING LEVELS
AutoCAD SHX Text
15.6
AutoCAD SHX Text
15.4
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15.1
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15.2
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15.2
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15.0
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14.8
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14.6
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14.5
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15.6
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15.3
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15.3
AutoCAD SHX Text
15.3
AutoCAD SHX Text
15.3
AutoCAD SHX Text
15.3
AutoCAD SHX Text
14.9
AutoCAD SHX Text
Section C-C CH 553.000m
AutoCAD SHX Text
PROPOSED LEVELS
AutoCAD SHX Text
EXISTING LEVELS
AutoCAD SHX Text
14.4
AutoCAD SHX Text
14.4
AutoCAD SHX Text
13.8
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13.8
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13.7
AutoCAD SHX Text
13.7
AutoCAD SHX Text
14.4
AutoCAD SHX Text
13.9
AutoCAD SHX Text
13.9
AutoCAD SHX Text
13.9
AutoCAD SHX Text
13.8
AutoCAD SHX Text
13.8
AutoCAD SHX Text
LEVEL DATUM = 12.000m AOD
AutoCAD SHX Text
LEVEL DATUM = 13.000m AOD
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED ROAD CENTRE LINE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED ROAD CENTRE LINE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED ROAD CENTRE LINE
AutoCAD SHX Text
13.7
AutoCAD SHX Text
13.7
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
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1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
LIMIT OF ADOPTION
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LIMIT OF ADOPTION
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LIMIT OF ADOPTION
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LIMIT OF ADOPTION
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8.3
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13.9
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PROPOSED SWALE
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PROPOSED SWALE
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PROPOSED SWALE
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PROPOSED SWALE
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PROPOSED SWALE
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PROPOSED SWALE
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13.9
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A
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A
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B
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B
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C
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C
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LOVER'S LANE
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KEY PLAN (NOT TO SCALE)
AutoCAD SHX Text
01
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FEB 2020
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MW
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NS
AutoCAD SHX Text
DCO SUBMISSION
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SZC Co
Page 17: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

3+600

3

+

7

0

0

3

+

8

0

0

3

+

9

0

0

4

+

0

0

0

3+600

3

+

7

0

0

3

+

8

0

0

3

+

9

0

0

4

+

0

0

0

1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.

2. ALL ROAD MARKINGS AS PER TSRGD 2016.

DEVELOPMENT SITE BOUNDARY

PROPOSED GROUND LEVEL (SHOWN IN METRES AOD)

EXISTING GROUND LEVEL (SHOWN IN METRES AOD)

0

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

.\DRAWING TEMPLATES_DCO\SZC+CGN_project_label.tif

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

LOVER'S LANE HIGHWAY WORKS

CROSS SECTIONS

SHEET 14 OF 22

SZC-SZ0204-XX-000-DRW-100172

FEB 2020 LC 1:100 @ A1

0 4m

01

1:100

TEMPORARY RAIL TRACKS

AutoCAD SHX Text
Section D-D CH 702.000m
AutoCAD SHX Text
PROPOSED LEVELS
AutoCAD SHX Text
EXISTING LEVELS
AutoCAD SHX Text
12.7
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12.7
AutoCAD SHX Text
12.8
AutoCAD SHX Text
13.0
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13.3
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13.3
AutoCAD SHX Text
13.3
AutoCAD SHX Text
12.7
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13.7
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13.7
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13.5
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13.3
AutoCAD SHX Text
13.3
AutoCAD SHX Text
13.3
AutoCAD SHX Text
Section E-E CH 788.000m
AutoCAD SHX Text
PROPOSED LEVELS
AutoCAD SHX Text
EXISTING LEVELS
AutoCAD SHX Text
13.1
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13.0
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12.8
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12.7
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12.8
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12.9
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13.1
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13.0
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12.8
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12.4
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12.4
AutoCAD SHX Text
12.9
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Section F-F CH 941.000m
AutoCAD SHX Text
PROPOSED LEVELS
AutoCAD SHX Text
EXISTING LEVELS
AutoCAD SHX Text
8.9
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8.8
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8.8
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9.3
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9.2
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9.2
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8.9
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8.8
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8.8
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8.8
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8.8
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9.2
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13.0
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8.8
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LEVEL DATUM = 7.000m AOD
AutoCAD SHX Text
LEVEL DATUM = 12.000m AOD
AutoCAD SHX Text
LEVEL DATUM = 12.000m AOD
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED ROAD CENTRE LINE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED ROAD CENTRE LINE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
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PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED ROAD CENTRE LINE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
LIMIT OF ADOPTION
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LIMIT OF ADOPTION
AutoCAD SHX Text
LIMIT OF ADOPTION
AutoCAD SHX Text
LIMIT OF ADOPTION
AutoCAD SHX Text
LIMIT OF ADOPTION
AutoCAD SHX Text
LIMIT OF ADOPTION
AutoCAD SHX Text
PROPOSED DEVELOPMENT SITE BOUNDARY
AutoCAD SHX Text
B
AutoCAD SHX Text
B
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C
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C
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D
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D
AutoCAD SHX Text
E
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E
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F
AutoCAD SHX Text
F
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LOVER'S LANE
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KEY PLAN (NOT TO SCALE)
AutoCAD SHX Text
01
AutoCAD SHX Text
FEB 2020
AutoCAD SHX Text
MW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
Page 18: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.

2. ALL ROAD MARKINGS AS PER TSRGD 2016.

DEVELOPMENT SITE BOUNDARY

PROPOSED GROUND LEVEL (SHOWN IN METRES AOD)

EXISTING GROUND LEVEL (SHOWN IN METRES AOD)

0

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

.\DRAWING TEMPLATES_DCO\SZC+CGN_project_label.tif

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

LOVER'S LANE HIGHWAY WORKS

CROSS SECTIONS

SHEET 15 OF 22

SZC-SZ0204-XX-000-DRW-100173

FEB 2020 LC 1:100 @ A1

0 4m

01

1:100

AutoCAD SHX Text
Section H-H CH 967.000m (BIG FIELD JUNCTION)
AutoCAD SHX Text
PROPOSED LEVELS
AutoCAD SHX Text
EXISTING LEVELS
AutoCAD SHX Text
15.0
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15.0
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15.0
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15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
Section G-G CH 824.000m (BIG FIELD JUNCTION)
AutoCAD SHX Text
PROPOSED LEVELS
AutoCAD SHX Text
EXISTING LEVELS
AutoCAD SHX Text
13.5
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13.5
AutoCAD SHX Text
13.7
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14.0
AutoCAD SHX Text
13.7
AutoCAD SHX Text
13.8
AutoCAD SHX Text
13.8
AutoCAD SHX Text
13.9
AutoCAD SHX Text
LEVEL DATUM = 14.000m AOD
AutoCAD SHX Text
LEVEL DATUM = 12.000m AOD
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED ROAD CENTRE LINE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
LONG VEHICLE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED SWALE
AutoCAD SHX Text
PROPOSED ROAD CENTRE LINE
AutoCAD SHX Text
LIMIT OF ADOPTION
AutoCAD SHX Text
LIMIT OF ADOPTION
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
KEY PLAN (NOT TO SCALE)
AutoCAD SHX Text
01
AutoCAD SHX Text
FEB 2020
AutoCAD SHX Text
MW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
Page 19: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING -

NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

VALLEY ROAD PROPOSED ACCESS

EXISTING SITE PLAN

SHEET 16 OF 22

SZC-SZ0204-XX-000-DRW-100508

FEB 2020 GW 1:250 @ A1

01

AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
VALLEY ROAD
AutoCAD SHX Text
SANDY LANE
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
01
AutoCAD SHX Text
FEB 2020
AutoCAD SHX Text
GW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY
AutoCAD SHX Text
1.THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND WSP DOES NOT WARRANT THE ACCURACY OF THIS INFORMATION.
AutoCAD SHX Text
0
AutoCAD SHX Text
1:250
AutoCAD SHX Text
12.5
AutoCAD SHX Text
metres
Page 20: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

VALLEY ROAD PROPOSED ACCESS

DRAINAGE PLAN

SHEET 17 OF 22

SZC-SZ0204-XX-000-DRW-100509

FEB 2020 GW 1:250 @ A1

NOTES:

01

KEY:

AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
GULLIES TO DISCHARGE INTO LEEIE ON PLOT DRAINAGE SURFACE WATER/ATTENUATION SYSTEM
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
VALLEY ROAD
AutoCAD SHX Text
SANDY LANE
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
0
AutoCAD SHX Text
1:250
AutoCAD SHX Text
12.5
AutoCAD SHX Text
metres
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY
AutoCAD SHX Text
PROPOSED ROAD GULLY
AutoCAD SHX Text
01
AutoCAD SHX Text
FEB 2020
AutoCAD SHX Text
GW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
AutoCAD SHX Text
G
AutoCAD SHX Text
1. THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND WSP DOES NOT WARRANT THE ACCURACY OF THIS INFORMATION. 2. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE STATED. 3. THIS DRAWING IS SUBJECT TO A FULL TOPOGRAPHICAL SURVEY THIS DRAWING IS SUBJECT TO A FULL TOPOGRAPHICAL SURVEY AND DETAIL DESIGN. 4. NO JUNCTION CAPACITY CHECK HAS BEEN UNDERTAKEN AND NO JUNCTION CAPACITY CHECK HAS BEEN UNDERTAKEN AND THEREFORE THE JUNCTION LAYOUTS ARE INDICATIVE ONLY. 5. HIGHWAY BOUNDARY LOCATION TO BE CONFIRMED. HIGHWAY BOUNDARY LOCATION TO BE CONFIRMED. 6. EXISTING ROAD LAYOUT BASED ON OS BASE MAPPING AND MAY EXISTING ROAD LAYOUT BASED ON OS BASE MAPPING AND MAY DIFFER FROM TOPOGRAPHICAL SURVEY. 7. NO HIGHWAY DRAINAGE IS TO PASS FROM ADOPTABLE HIGHWAY NO HIGHWAY DRAINAGE IS TO PASS FROM ADOPTABLE HIGHWAY TO UNADOPTED EDF ACCESS ROAD OR IN REVERSE
Page 21: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

VALLEY ROAD PROPOSED ACCESS

EXISTING UTILITIES LAYOUT

AND DIVERSIONS

SZC-SZ0204-XX-000-DRW-100163

FEB 2020 MW 1:250 @ A1

01

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

COPYRIGHT:

c

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

REVISION:

PROJECT:

SIZEWELL C

KEY:

SHEET 18 OF 22

AutoCAD SHX Text
Sewage Works
AutoCAD SHX Text
Tank
AutoCAD SHX Text
Path (um)
AutoCAD SHX Text
KEY PLAN SCALE 1:5000
AutoCAD SHX Text
PLAN SCALE 1:250
AutoCAD SHX Text
NO EXISTING UTILITIES IDENTIFIED WITHIN THE VICINITY OF THE PROPOSED LAYOUT
AutoCAD SHX Text
1. THE INFORMATION REGARDING THE LOCATION OF UNDERGROUND THE INFORMATION REGARDING THE LOCATION OF UNDERGROUND AND OVERHEAD UTILITY PLANT SHOWN ON THIS DRAWING HAS BEEN REPRODUCED FROM PLANS PROVIDED BY THE RELEVANT UTILITY COMPANY AND IS AN APPROXIMATION AND INTENDED FOR GENERAL GUIDANCE ONLY. 2. OTHER UNCHARTED SERVICES MAY BE PRESENT IN THE AREA OTHER UNCHARTED SERVICES MAY BE PRESENT IN THE AREA AT VARIOUS DEPTHS AND THE ROUTE OF SERVICES MAY DEVIATE SIGNIFICANTLY FROM THE ROUTES SHOWN ON THIS DRAWING. IT SHOULD NOT BE RELIED UPON IN THE EVENT OF EXCAVATIONS OR ANY OTHER WORKS BEING UNDERTAKEN. 3. WSP IS NOT LIABLE FOR THE ACCURACY OF THE INFORMATION WSP IS NOT LIABLE FOR THE ACCURACY OF THE INFORMATION SHOWN AND THE CONTRACTOR WILL ULTIMATELY RESPONSIBLE FOR IDENTIFYING & LOCATING SERVICES ON SITE.
AutoCAD SHX Text
TELECOM/BT UNDERGROUND
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY
AutoCAD SHX Text
0
AutoCAD SHX Text
1:250
AutoCAD SHX Text
12.5
AutoCAD SHX Text
metres
AutoCAD SHX Text
VALLEY ROAD
AutoCAD SHX Text
01
AutoCAD SHX Text
FEB 2020
AutoCAD SHX Text
MW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
AutoCAD SHX Text
c
AutoCAD SHX Text
c
Page 22: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING -

NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

KING GEORGE'S AVENUE

PROPOSED SITE ACCESS

EXISTING SITE PLAN

SZC-SZ0204-XX-000-DRW-100505

FEB 2020 GW 1:250 @ A1

01

SHEET 19 OF 22

AutoCAD SHX Text
PLAN SCALE 1:250
AutoCAD SHX Text
1:250
AutoCAD SHX Text
0
AutoCAD SHX Text
12.5
AutoCAD SHX Text
metres
AutoCAD SHX Text
01
AutoCAD SHX Text
FEB 2020
AutoCAD SHX Text
GW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY
AutoCAD SHX Text
1.THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND WSP DOES NOT WARRANT THE ACCURACY OF THIS INFORMATION.
AutoCAD SHX Text
KING GEORGE'S AVENUE
Page 23: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

KEY:

.\DRAWING TEMPLATES_DCO\SZC+CGN_project_label.tif

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING -

NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

KING GEORGE'S AVENUE

PROPOSED SITE ACCESS

PROPOSED DRAINAGE PLAN

SZC-SZ0204-XX-000-DRW-100506

FEB 2020 GW 1:250 @ A1

KEY:

NOTES:

01

SHEET 20 OF 22

AutoCAD SHX Text
KING GEORGE'S AVENUE
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
G
AutoCAD SHX Text
GULLIES TO DISCHARGE INTO LEEIE DRAINAGE WATER SYSTEM/ATTENUATION POND
AutoCAD SHX Text
PLAN SCALE 1:250
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY
AutoCAD SHX Text
PROPOSED ROAD GULLY
AutoCAD SHX Text
1. THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE THE DRAWING SHALL BE USED FOR THE INTENDED PURPOSE ONLY AND WSP DOES NOT WARRANT THE ACCURACY OF THIS INFORMATION. 2. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. 3. THIS DRAWING IS SUBJECT TO A FULL TOPOGRAPHICAL SURVEY THIS DRAWING IS SUBJECT TO A FULL TOPOGRAPHICAL SURVEY AND DETAIL DESIGN. 4. NO JUNCTION CAPACITY CHECK HAS BEEN UNDERTAKEN AND NO JUNCTION CAPACITY CHECK HAS BEEN UNDERTAKEN AND THEREFORE THE JUNCTION LAYOUTS ARE INDICATIVE ONLY. 5. HIGHWAY BOUNDARY LOCATION TO BE CONFIRMED. HIGHWAY BOUNDARY LOCATION TO BE CONFIRMED. 6. EXISTING ROAD LAYOUT BASED ON OS BASE MAPPING AND MAY EXISTING ROAD LAYOUT BASED ON OS BASE MAPPING AND MAY DIFFER FROM TOPOGRAPHICAL SURVEY. 7. PROPOSED JUNCTION DESIGN LAYOUT BASED ON REFUSE PROPOSED JUNCTION DESIGN LAYOUT BASED ON REFUSE VEHICLE SWEPT PATH ANALYSIS. 8. NO HIGHWAY RUN-OFF IS TO PASS FROM ADOPTABLE HIGHWAY NO HIGHWAY RUN-OFF IS TO PASS FROM ADOPTABLE HIGHWAY TO UNADOPTED EDF ACCESS ROAD OR IN REVERSE
AutoCAD SHX Text
01
AutoCAD SHX Text
FEB 2020
AutoCAD SHX Text
GW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
AutoCAD SHX Text
1:250
AutoCAD SHX Text
0
AutoCAD SHX Text
12.5
AutoCAD SHX Text
metres
AutoCAD SHX Text
G
Page 24: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

c

.\DRAWING TEMPLATES_DCO\SZC+CGN_project_label.tif

REVISION:

PROJECT:

SIZEWELL C

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

COPYRIGHT:

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

APPLICATION DRAWING -

NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

KING GEORGE'S AVENUE

PROPOSED SITE ACCESS

PROPOSED LIGHTING PLAN

SZC-SZ0204-XX-000-DRW-100507

FEB 2020 MW 1:250 @ A1

01

KEY:

SHEET 21 OF 22

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KING GEORGE'S AVENUE
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PLAN SCALE 1:250
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1:250
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0
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12.5
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metres
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01
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FEB 2020
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MW
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NS
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DCO SUBMISSION
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SZC Co
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1. THIS DRAWING IS FOR PLANNING PURPOSES ONLY AND SHALL NOT THIS DRAWING IS FOR PLANNING PURPOSES ONLY AND SHALL NOT BE USED FOR CONSTRUCTION OR ANY OTHER PURPOSE. 2. THE SCHEME DESIGN IS BASED ON ORDNANCE SURVEY MAPPING THE SCHEME DESIGN IS BASED ON ORDNANCE SURVEY MAPPING DATA. THE EXISTING GROUND TERRAIN AND PROPOSED SURFACES ARE BASED ON THE UK GOVERNMENT'S OPEN SOURCE LIDAR DIGITAL TERRAIN MAPPING DATA. ALL POSITIONS AND LEVELS ARE TO BE REVIEWED FOLLOWING COMPLETION OF A DETAILED SITE TOPOGRAPHICAL SURVEY. 3. ALL DIMENSIONS IN METRES UNLESS STATED OTHERWISE. ALL DIMENSIONS IN METRES UNLESS STATED OTHERWISE. 4. ALL LEVELS IN METRES UNLESS STATED OTHERWISE. ALL LEVELS IN METRES UNLESS STATED OTHERWISE. 5. ALL EARTHWORKS BATTER SLOPES ARE SHOWN AT A GRADIENT OF 1 ALL EARTHWORKS BATTER SLOPES ARE SHOWN AT A GRADIENT OF 1 IN 3 6. THE PROPOSED CARRIAGEWAY WIDTH IS 7.3M WIDE WITH 1.0M THE PROPOSED CARRIAGEWAY WIDTH IS 7.3M WIDE WITH 1.0M HARDSTRIPS ON 7. ALL PROPOSED ROADWORKS ARE TO BE IN ACCORDANCE WITH THE ALL PROPOSED ROADWORKS ARE TO BE IN ACCORDANCE WITH THE DESIGN MANUAL FOR ROADS AND BRIDGES (DMRB OR AS AGREED WITH LOCAL AUTHORITY. 8. WHERE PROPOSED ROAD MARKINGS ARE SHOWN THE EXISTING ROAD WHERE PROPOSED ROAD MARKINGS ARE SHOWN THE EXISTING ROAD MARKINGS ARE TO BE REMOVED AS APPROPRIATE.
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DEVELOPMENT SITE BOUNDARY
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PROPOSED 8m LIGHTING COLUMN. LIGHTING CLASSIFICATION BS5489-1:2013 M5 OR C4 (10 LUX AVERAGE AND 0.40 UNIFORMITY) CONDITION OF EXISTING COLUMNS AND LUMINAIRES IS UNKNOWN, SO IT HAS BEEN ASSUMED THAT NEW LIGHTING EQUIPMENT WILL BE INSTALLED
Page 25: The Sizewell C Project · szc-sz0204-xx-000-drw-100498 feb 2020 gw 1:2500 @ a1. notes: 01. key: class 1 bypass separator. outfall to leiston drain. deep ditch through to leiston drain

APPLICATION DRAWING

- NOT FOR APPROVAL

REGULATION 5(2)(o)

MAIN DEVELOPMENT SITE

KING GEORGE'S AVENUE

PROPOSED SITE ACCESS

EXISTING UTILITIES AND DIVERSIONS

SZC-SZ0204-XX-000-DRW-100159

FEB 2020 MSF 1:250 @ A1

01

Reproduced from Ordnance Survey map with the permission

of Ordnance Survey on behalf of the controller of Her

Majesty's Stationery Office © Crown copyright (2019).

All Rights reserved. NNB GenCo Licence: 0100060408

NOTES:

Copyright 2020 NNB Generation Company (SZC) Limited. No part of this drawing

is to be reproduced without prior permission of NNB Generation Company (SZC) Limited.

DRAWING TITLE:

DOCUMENT:

DRAWING NO:

DATE: DRAWN: SCALE:

SCALE BAR:

COPYRIGHT:

c

NOT PROTECTIVELY MARKED

DATEREVISION DRAWN REASONS FOR REVISION / COMMENTS APPROVEDCHECKED

REVISION:

PROJECT:

SIZEWELL C

KEY:

SHEET 22 OF 22

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LOVER'S LANE
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1. THE INFORMATION REGARDING THE LOCATION OF UNDERGROUND THE INFORMATION REGARDING THE LOCATION OF UNDERGROUND AND OVERHEAD UTILITY PLANT SHOWN ON THIS DRAWING HAS BEEN REPRODUCED FROM PLANS PROVIDED BY THE RELEVANT UTILITY COMPANY AND IS AN APPROXIMATION AND INTENDED FOR GENERAL GUIDANCE ONLY. 2. OTHER UNCHARTED SERVICES MAY BE PRESENT IN THE AREA OTHER UNCHARTED SERVICES MAY BE PRESENT IN THE AREA AT VARIOUS DEPTHS AND THE ROUTE OF SERVICES MAY DEVIATE SIGNIFICANTLY FROM THE ROUTES SHOWN ON THIS DRAWING. IT SHOULD NOT BE RELIED UPON IN THE EVENT OF EXCAVATIONS OR ANY OTHER WORKS BEING UNDERTAKEN. 3. WSP IS NOT LIABLE FOR THE ACCURACY OF THE INFORMATION WSP IS NOT LIABLE FOR THE ACCURACY OF THE INFORMATION SHOWN AND THE CONTRACTOR WILL ULTIMATELY RESPONSIBLE FOR IDENTIFYING & LOCATING SERVICES ON SITE.
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KEY PLAN SCALE 1:5000
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PLAN SCALE 1:250
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0
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1:250
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12.5
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metres
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TELECOM/BT UNDERGROUND
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GAS
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ELECTRIC
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HIGH VOLTAGE OVERHEAD
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WATER DISTRIBUTION MAIN
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CITY FIBRE
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DEVELOPMENT SITE BOUNDARY
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TELECOM/BT OVERHEAD
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01
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FEB 2020
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MW
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NS
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DCO SUBMISSION
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SZC Co
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c
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c