The Sizewell C Project · The Sizewell C Project 2.5 Main Development Site Highway Plans Plans For...
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The Sizewell C Project 2.5 Main Development Site Highway Plans Plans 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
Transcript of The Sizewell C Project · The Sizewell C Project 2.5 Main Development Site Highway Plans Plans For...
The Sizewell C Project
2.5 Main Development SiteHighway PlansPlans 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
Drawing Number Revision Drawing Title Scale Sheet SizeSZC-SZ0204-XX-000-DRW-100504 01 Main Development Site Highway Works - Key Plan 1:5000 A1SZC-SZ0204-XX-000-DRW-100000 01 Main Development Site Highway Works Proposed General Arrangement - Sheet 1 of 9 1:1000 A1SZC-SZ0204-XX-000-DRW-100104 01 Main Development Site Highway Works Proposed General Arrangement - Sheet 2 of 9 1:1000 A1SZC-SZ0204-XX-000-DRW-100105 01 Main Development Site Highway Works Proposed General Arrangement - Sheet 3 of 9 1:1000 A1SZC-SZ0204-XX-000-DRW-100106 01 Main Development Site Highway Works Proposed General Arrangement - Sheet 4 of 9 1:1000 A1SZC-SZ0204-XX-000-DRW-100110 01 Main Development Site Highway Works Proposed General Arrangement - Sheet 5 of 9 1:500 A1SZC-SZ0204-XX-000-DRW-100111 01 Main Development Site Highway Works Proposed General Arrangement - Sheet 6 of 9 1:1000 A1SZC-SZ0204-XX-000-DRW-100114 01 Main Development Site Highway Works Proposed General Arrangement - Sheet 7 of 9 1:500 A1SZC-SZ0204-XX-000-DRW-100160 01 Main Development Site Highway Works Proposed General Arrangement - Sheet 8 of 9 1:250 A1SZC-SZ0204-XX-000-DRW-100158 01 Main Development Site Highway Works Proposed General Arrangement - Sheet 9 of 9 1:250 A1
Main Development Site, Highway Plans – For Approval
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SZC-SZ0204-XX-000-DRW-100104
SZ
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SZC-SZ0204-XX-000-DRW-100000 - SHEET 1
SZC-SZ0204-XX-000-DRW-100104 - SHEET 2
SZC-SZ0204-XX-000-DRW-100106 - SHEET 4
SZC-SZ0204-XX-000-DRW-100111 - SHEET 6
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SZC-SZ0204-XX-000-DRW-100160
SZC-SZ0204-XX-000-DRW-100158
SZC-SZ0204-XX-000-DRW-100110
- SHEET 5
- SHEET 8
- SHEET 9
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 - FOR APPROVAL
REGULATION 5(2)(o)
MAIN DEVELOPMENT SITE
HIGHWAYS WORKS
KEY PLAN
SZC-SZ0204-XX-000-DRW-100504
FEB 2020 MW 1:5000 @ A1
NOTES:
01
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B1122 ABBEY ROAD
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REFER TO SHEET 5
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LOVER'S LANE
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VISIBILITY 4.5m x 215m
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REFER TO SHEET 6
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REFER TO SHEET 1
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LOVER'S LANE
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B1122 ABBEY ROAD
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REFER TO SHEET 5
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LOVER'S LANE
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VISIBILITY 4.5m x 215m
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REFER TO SHEET 6
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REFER TO SHEET 1
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LOVER'S LANE
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VISIBILITY SPLAY 4.5m x 120m
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VISIBILITY SPLAY 4.5m x 120m
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VISIBILITY SPLAY 4.5m x 120m
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VISIBILITY SPLAY 4.5m x 120m
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VISIBILITY SPLAY 4.5m x 120m
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VISIBILITY SPLAY 4.5m x 120m
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VISIBILITY SPLAY 9m x 120m
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VISIBILITY SPLAY 9m x 120m
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2.4m x 70m SIGHT LINE
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2.4m x 70m SIGHT LINE
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DEVELOPMENT SITE BOUNDARY
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1.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.
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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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0
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1:5000
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250m
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APPLICATION DRAWING - FOR APPROVAL
REGULATION 5(2)(o)
MAIN DEVELOPMENT SITE
HIGHWAYS WORKS
PROPOSED GENERAL ARRANGEMENT
SHEET 1 OF 9
SZC-SZ0204-XX-000-DRW-100000
FEB 2020 LMM 1:1000 @ A1
DS
B
ADS
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:
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B1122 ABBEY ROAD
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REFER TO SHEET 2
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REFER TO SHEET 3
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B1122 ABBEY ROAD
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REFER TO SHEET 2
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REFER TO SHEET 3
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B1122 ABBEY ROAD
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REFER TO SHEET 2
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REFER TO SHEET 3
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PROPOSED LIMITS OF ADOPTED HIGHWAY (END OF SPLITTER ISLANDS)
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TEMPORARY ARM FOR CONSTRUCTION PHASE ONLY
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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. UPON COMPLETION OF CONSTRUCTION PHASE, THE TEMPORARY ARM UPON COMPLETION OF CONSTRUCTION PHASE, THE TEMPORARY ARM SHALL BE REMOVED AND LAND RESTORED.
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POTENTIAL WIDENING OF BRIDLEWAY
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DEVELOPMENT SITE BOUNDARY
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VISIBILITY SPLAY
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BRIDLEWAY
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SHARED USE PATH
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ADVANCE DIRECTION SIGN
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DIRECTION SIGN
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KEEP LEFT BOLLARD
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OVERRUNABLE ISLAND FOR AIL VEHICLES
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EXTENT OF EARTHWORKS (CUT)
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EXTENT OF EARTHWORKS (FILL)
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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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EXISTING HIGHWAY TO BE STOPPED UP
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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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TREE AND VEGETATION CLEARANCE AREA
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c
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c
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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 - FOR APPROVAL
REGULATION 5(2)(o)
MAIN DEVELOPMENT SITE
HIGHWAYS WORKS
PROPOSED GENERAL ARRANGEMENT
SHEET 2 OF 9
SZC-SZ0204-XX-000-DRW-100104
FEB 2020 MW 1:1000 @ A1
NOTES:
01
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TIE IN WITH B1122 DESIGNED ON THE BASIS OF A 70kph (40mph) DESIGN SPEED
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B1122 ABBEY ROAD
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EXISTING 30 mph / NATIONAL SPEED LIMIT ZONE EXTENTS TO BE RELOCATED TO THIS LOCATION
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NATIONAL SPEED LIMIT
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FOR CONTINUATION REFER TO DRAWING SZC-SZ0204-XX-000-DRW-100105
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30 mph
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00
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50
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100
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150
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200
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250
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00
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50
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100
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DEVELOPMENT SITE BOUNDARY
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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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EXISTING PUBLIC FOOTPATH DIVERTED ADJACENT TO RAIL LINE CUTTING TO EXISTING FOOTWAY ALONG THE B1122 ABBEY ROAD
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BRIDLEWAY
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1.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.
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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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EXTENT OF EARTHWORKS (CUT)
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EXTENT OF EARTHWORKS (FILL)
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TEMPORARY RAIL TRACKS
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EXISTING HIGHWAY TO BE STOPPED UP
4
+
1
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0
4
+
1
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 - FOR APPROVAL
REGULATION 5(2)(o)
MAIN DEVELOPMENT SITE
HIGHWAYS WORKS
PROPOSED GENERAL ARRANGEMENT
SHEET 3 OF 9
SZC-SZ0204-XX-000-DRW-100105
FEB 2020 MW 1:1000 @ A1
01
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VEHICLE RESTRAINT SYSTEM ADJACENT TO PROPOSED DEEP DITCH
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DIAGRAM 515
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DIAGRAM 515
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FOR CONTINUATION REFER TO DRAWING SZC-SZ0204-XX-000-DRW-100104
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STOPPING SIGHT DISTANCE
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81 SSD
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SIGN T0 BE SITUATED 110m FROM JUNCTION
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FOR CONTINUATION REFER TO DRAWING SZC-SZ0204-XX-000-DRW-100106
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VEHICLES TO BE PROHIBITED FROM TURNING RIGHT INTO RECYCLE CENTRE
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-00
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50
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100
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150
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167
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150
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200
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250
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300
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350
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400
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450
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454
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PROPOSED JUNCTION
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PROPOSED JUNCTION
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50
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0
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58
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DEVELOPMENT SITE BOUNDARY PROPOSED ASPHALT FOOTWAY CONSTRUCTION BRIDLEWAY
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1.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.
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FORWARD VISIBILITY 81m STOPPING SIGHT DISTANCE
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120 x 4.5m SET BACK VISIBILITY SPLAY
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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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EXTENT OF EARTHWORKS (FILL)
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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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TEMPORARY RAIL TRACKS
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 - FOR APPROVAL
REGULATION 5(2)(o)
MAIN DEVELOPMENT SITE
HIGHWAYS WORKS
PROPOSED GENERAL ARRANGEMENT
SHEET 4 OF 9
SZC-SZ0204-XX-000-DRW-100106
FEB 2020 MW 1:1000 @ A1
01
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LOVER'S LANE
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VISIBILITY 4.5m x 215m
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LOVER'S LANE
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LOCATION OF PROPOSED SPEED LIMIT 40 mph / NATIONAL SPEED LIMIT
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40 mph
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NATIONAL SPEED LIMIT
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FOR DETAILS OF NEW JUNCTION, REFER TO DRAWING No. SZC-SZ0204-XX-000-DRW-100114
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DROPPED KERB
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FOR CONTINUATION REFER TO DRAWING SZC-SZ0204-XX-000-DRW-100105
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VISIBILITY SPLAY
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720
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750
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800
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850
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900
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950
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1000
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1050
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1080
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00
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33
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TIE IN WITH EXISTING LOVER'S LANE ALIGNMENT
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TIE IN WITH EXISTING LOVER'S LANE ALIGNMENT
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00
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30
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00
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30
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00
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50
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81
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DEVELOPMENT SITE BOUNDARY PROPOSED ASPHALT FOOTWAY CONSTRUCTION BRIDLEWAY
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120 x 9m SET BACK VISIBILITY SPLAY
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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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1.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.
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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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EXTENT OF EARTHWORKS (CUT)
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EXTENT OF EARTHWORKS (FILL)
3
+
4
0
0
3
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5
0
0
3+
600
3
+
4
0
0
3
+
5
0
0
3+
600
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 - FOR APPROVAL
REGULATION 5(2)(o)
MAIN DEVELOPMENT SITE
HIGHWAYS WORKS
PROPOSED GENERAL ARRANGEMENT
SHEET 5 OF 9
SZC-SZ0204-XX-000-DRW-100110
FEB 2020 MW 1:500 @ A1
NOTES:
01
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00
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50
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100
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150
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200
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250
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Level
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PR-LOVER'S LANE CH 0.000m TO 240.000m SCALE: H 1:500,V 1:100. DATUM: 8.000
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8
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9
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10
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11
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12
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13
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CHAINAGE
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EXISTING LEVELS
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PROPOSED LEVELS
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HORIZONTAL GEOMETRY
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VERTICAL GEOMETRY
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00.000
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10.000
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20.000
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30.000
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40.000
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50.000
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60.000
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70.000
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80.000
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90.000
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100.000
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110.000
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120.000
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130.000
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140.000
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150.000
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160.000
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170.000
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180.000
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190.000
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200.000
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210.000
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220.000
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230.000
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240.000
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8.701
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10.041
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10.361
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10.681
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11.162
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11.512
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11.811
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12.118
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12.435
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12.748
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13.040
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13.346
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13.659
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13.973
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14.286
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14.504
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14.681
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14.615
AutoCAD SHX Text
14.905
AutoCAD SHX Text
15.344
AutoCAD SHX Text
15.159
AutoCAD SHX Text
15.159
AutoCAD SHX Text
15.186
AutoCAD SHX Text
15.122
AutoCAD SHX Text
15.103
AutoCAD SHX Text
8.832
AutoCAD SHX Text
9.098
AutoCAD SHX Text
9.413
AutoCAD SHX Text
9.778
AutoCAD SHX Text
10.193
AutoCAD SHX Text
10.658
AutoCAD SHX Text
11.157
AutoCAD SHX Text
11.654
AutoCAD SHX Text
12.124
AutoCAD SHX Text
12.560
AutoCAD SHX Text
12.963
AutoCAD SHX Text
13.333
AutoCAD SHX Text
13.669
AutoCAD SHX Text
13.972
AutoCAD SHX Text
14.242
AutoCAD SHX Text
14.478
AutoCAD SHX Text
14.682
AutoCAD SHX Text
14.857
AutoCAD SHX Text
15.030
AutoCAD SHX Text
15.190
AutoCAD SHX Text
15.294
AutoCAD SHX Text
15.340
AutoCAD SHX Text
15.327
AutoCAD SHX Text
15.266
AutoCAD SHX Text
R: 360.000 L: 89.059
AutoCAD SHX Text
L =150.819
AutoCAD SHX Text
G =-0.653% L =17.100
AutoCAD SHX Text
G =1.727% L =19.313
AutoCAD SHX Text
R =3000.000 K =30.000 L =98.177
AutoCAD SHX Text
R =1700.000 K =17.000 L =40.468
AutoCAD SHX Text
G =2.500% L =8.575
AutoCAD SHX Text
G =5.000% L =13.894
AutoCAD SHX Text
R =2000.000 K =20.000 L =50.000
AutoCAD SHX Text
-0.65%
AutoCAD SHX Text
1.73%
AutoCAD SHX Text
2.50%
AutoCAD SHX Text
5.00%
AutoCAD SHX Text
HP Chainage = 222.780m Level = 15.342m
AutoCAD SHX Text
-0.65%
AutoCAD SHX Text
1.73%
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2.50%
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5.00%
AutoCAD SHX Text
SITE DEVELOPMENT BOUNDARY BRIDLEWAY 70 x 2.4m SET BACK VISIBILITY SPLAY EXISTING PUBLIC FOOTPATH DIVERTED ADJACENT TO RAIL LINE CUTTING TO EXISTING FOOTWAY ALONG THE B1122 ABBEY ROAD
AutoCAD SHX Text
0
AutoCAD SHX Text
1:500
AutoCAD SHX Text
25
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metres
AutoCAD SHX Text
1.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.
AutoCAD SHX Text
01
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FEB 2020
AutoCAD SHX Text
MW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
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SZC Co
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EXTENT OF EARTHWORKS (CUT)
AutoCAD SHX Text
EXTENT OF EARTHWORKS (FILL)
AutoCAD SHX Text
EXISTING HIGHWAY TO BE STOPPED UP
AutoCAD SHX Text
TEMPORARY RAIL TRACKS
3
+
7
0
0
3
+
8
0
0
3
+
9
0
0
4
+
0
0
0
4
+
1
0
0
4
+
2
0
0
3
+
7
0
0
3
+
8
0
0
3
+
9
0
0
4
+
0
0
0
4
+
1
0
0
4
+
2
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 - FOR APPROVAL
REGULATION 5(2)(o)
MAIN DEVELOPMENT SITE
HIGHWAYS WORKS
PROPOSED GENERAL ARRANGEMENT
SHEET 6 OF 9
SZC-SZ0204-XX-000-DRW-100111
FEB 2020 MW 1:1000 @ A1
01
AutoCAD SHX Text
TIE IN WITH EXISTING HIGHWAY
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TIE IN WITH EXISTING HIGHWAY
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-00
AutoCAD SHX Text
50
AutoCAD SHX Text
100
AutoCAD SHX Text
150
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167
AutoCAD SHX Text
00
AutoCAD SHX Text
50
AutoCAD SHX Text
100
AutoCAD SHX Text
150
AutoCAD SHX Text
200
AutoCAD SHX Text
250
AutoCAD SHX Text
300
AutoCAD SHX Text
350
AutoCAD SHX Text
400
AutoCAD SHX Text
450
AutoCAD SHX Text
454
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PROPOSED JUNCTION
AutoCAD SHX Text
PROPOSED JUNCTION
AutoCAD SHX Text
LIMIT OF ADOPTION
AutoCAD SHX Text
PUBLIC ROAD
AutoCAD SHX Text
PRIVATE ROAD
AutoCAD SHX Text
Level
AutoCAD SHX Text
PR-LOVER'S LANE REALIGNMENT 180m CH 0.000m TO 454.138m SCALE: H 1:1000,V 1:200. DATUM: 5.000
AutoCAD SHX Text
5
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6
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7
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8
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9
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10
AutoCAD SHX Text
11
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12
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13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
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CHAINAGE
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EXISTING LEVELS
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PROPOSED LEVELS
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HORIZONTAL GEOMETRY
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VERTICAL GEOMETRY
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00.000
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10.000
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20.000
AutoCAD SHX Text
30.000
AutoCAD SHX Text
40.000
AutoCAD SHX Text
50.000
AutoCAD SHX Text
60.000
AutoCAD SHX Text
70.000
AutoCAD SHX Text
80.000
AutoCAD SHX Text
90.000
AutoCAD SHX Text
100.000
AutoCAD SHX Text
110.000
AutoCAD SHX Text
120.000
AutoCAD SHX Text
130.000
AutoCAD SHX Text
140.000
AutoCAD SHX Text
150.000
AutoCAD SHX Text
160.000
AutoCAD SHX Text
170.000
AutoCAD SHX Text
180.000
AutoCAD SHX Text
190.000
AutoCAD SHX Text
200.000
AutoCAD SHX Text
210.000
AutoCAD SHX Text
220.000
AutoCAD SHX Text
230.000
AutoCAD SHX Text
240.000
AutoCAD SHX Text
250.000
AutoCAD SHX Text
260.000
AutoCAD SHX Text
270.000
AutoCAD SHX Text
280.000
AutoCAD SHX Text
290.000
AutoCAD SHX Text
300.000
AutoCAD SHX Text
310.000
AutoCAD SHX Text
320.000
AutoCAD SHX Text
330.000
AutoCAD SHX Text
340.000
AutoCAD SHX Text
350.000
AutoCAD SHX Text
360.000
AutoCAD SHX Text
370.000
AutoCAD SHX Text
380.000
AutoCAD SHX Text
390.000
AutoCAD SHX Text
400.000
AutoCAD SHX Text
410.000
AutoCAD SHX Text
420.000
AutoCAD SHX Text
430.000
AutoCAD SHX Text
440.000
AutoCAD SHX Text
450.000
AutoCAD SHX Text
454.138
AutoCAD SHX Text
13.450
AutoCAD SHX Text
13.548
AutoCAD SHX Text
13.674
AutoCAD SHX Text
13.799
AutoCAD SHX Text
13.933
AutoCAD SHX Text
14.042
AutoCAD SHX Text
14.130
AutoCAD SHX Text
14.234
AutoCAD SHX Text
12.907
AutoCAD SHX Text
12.760
AutoCAD SHX Text
12.617
AutoCAD SHX Text
9.541
AutoCAD SHX Text
8.969
AutoCAD SHX Text
8.368
AutoCAD SHX Text
7.748
AutoCAD SHX Text
7.148
AutoCAD SHX Text
6.900
AutoCAD SHX Text
13.450
AutoCAD SHX Text
13.548
AutoCAD SHX Text
13.674
AutoCAD SHX Text
13.800
AutoCAD SHX Text
13.926
AutoCAD SHX Text
14.052
AutoCAD SHX Text
14.156
AutoCAD SHX Text
14.228
AutoCAD SHX Text
14.265
AutoCAD SHX Text
14.270
AutoCAD SHX Text
14.241
AutoCAD SHX Text
14.178
AutoCAD SHX Text
14.096
AutoCAD SHX Text
14.013
AutoCAD SHX Text
13.931
AutoCAD SHX Text
13.848
AutoCAD SHX Text
13.765
AutoCAD SHX Text
13.683
AutoCAD SHX Text
13.600
AutoCAD SHX Text
13.518
AutoCAD SHX Text
13.435
AutoCAD SHX Text
13.352
AutoCAD SHX Text
13.270
AutoCAD SHX Text
13.187
AutoCAD SHX Text
13.104
AutoCAD SHX Text
13.022
AutoCAD SHX Text
12.939
AutoCAD SHX Text
12.856
AutoCAD SHX Text
12.774
AutoCAD SHX Text
12.691
AutoCAD SHX Text
12.594
AutoCAD SHX Text
12.465
AutoCAD SHX Text
12.301
AutoCAD SHX Text
12.105
AutoCAD SHX Text
11.875
AutoCAD SHX Text
11.611
AutoCAD SHX Text
11.315
AutoCAD SHX Text
10.985
AutoCAD SHX Text
10.622
AutoCAD SHX Text
10.225
AutoCAD SHX Text
9.795
AutoCAD SHX Text
9.332
AutoCAD SHX Text
8.835
AutoCAD SHX Text
8.305
AutoCAD SHX Text
7.742
AutoCAD SHX Text
7.148
AutoCAD SHX Text
6.900
AutoCAD SHX Text
L =9.422
AutoCAD SHX Text
L =6.296
AutoCAD SHX Text
R: 725.000 L: 133.055
AutoCAD SHX Text
L =23.212
AutoCAD SHX Text
R: 500.000 L: 73.300
AutoCAD SHX Text
R: 180.000 L: 190.885
AutoCAD SHX Text
L =17.968
AutoCAD SHX Text
G =0.966% L =9.422
AutoCAD SHX Text
G =1.261% L =39.074
AutoCAD SHX Text
G =-0.826% L =179.703
AutoCAD SHX Text
R =3000.000 K =30.000 L =62.604
AutoCAD SHX Text
G =-5.995% L =8.288
AutoCAD SHX Text
R =3000.000 K =30.000 L =155.047
AutoCAD SHX Text
0.97%
AutoCAD SHX Text
1.26%
AutoCAD SHX Text
-0.83%
AutoCAD SHX Text
-5.99%
AutoCAD SHX Text
HP Chainage = 86.311m Level = 14.272m
AutoCAD SHX Text
0.97%
AutoCAD SHX Text
1.26%
AutoCAD SHX Text
-0.83%
AutoCAD SHX Text
-5.99%
AutoCAD SHX Text
Level
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PR-SITE ACCESS CH 0.000m TO 167.393m SCALE: H 1:1000,V 1:200. DATUM: 5.000
AutoCAD SHX Text
8
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9
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10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
EXISTING LEVELS
AutoCAD SHX Text
PROPOSED LEVELS
AutoCAD SHX Text
HORIZONTAL GEOMETRY
AutoCAD SHX Text
VERTICAL GEOMETRY
AutoCAD SHX Text
00.000
AutoCAD SHX Text
10.000
AutoCAD SHX Text
20.000
AutoCAD SHX Text
30.000
AutoCAD SHX Text
40.000
AutoCAD SHX Text
50.000
AutoCAD SHX Text
60.000
AutoCAD SHX Text
70.000
AutoCAD SHX Text
80.000
AutoCAD SHX Text
90.000
AutoCAD SHX Text
100.000
AutoCAD SHX Text
110.000
AutoCAD SHX Text
120.000
AutoCAD SHX Text
130.000
AutoCAD SHX Text
140.000
AutoCAD SHX Text
150.000
AutoCAD SHX Text
160.000
AutoCAD SHX Text
167.393
AutoCAD SHX Text
13.229
AutoCAD SHX Text
13.152
AutoCAD SHX Text
13.133
AutoCAD SHX Text
13.167
AutoCAD SHX Text
13.176
AutoCAD SHX Text
13.154
AutoCAD SHX Text
13.142
AutoCAD SHX Text
13.090
AutoCAD SHX Text
13.108
AutoCAD SHX Text
13.136
AutoCAD SHX Text
13.127
AutoCAD SHX Text
13.171
AutoCAD SHX Text
13.198
AutoCAD SHX Text
13.199
AutoCAD SHX Text
13.239
AutoCAD SHX Text
13.254
AutoCAD SHX Text
13.262
AutoCAD SHX Text
13.317
AutoCAD SHX Text
13.317
AutoCAD SHX Text
13.346
AutoCAD SHX Text
13.317
AutoCAD SHX Text
13.230
AutoCAD SHX Text
13.086
AutoCAD SHX Text
12.885
AutoCAD SHX Text
12.657
AutoCAD SHX Text
12.429
AutoCAD SHX Text
12.201
AutoCAD SHX Text
11.973
AutoCAD SHX Text
11.745
AutoCAD SHX Text
11.517
AutoCAD SHX Text
11.289
AutoCAD SHX Text
11.075
AutoCAD SHX Text
10.958
AutoCAD SHX Text
R: 100.000 L: 41.143
AutoCAD SHX Text
R: 100.000 L: 82.515
AutoCAD SHX Text
L =43.735
AutoCAD SHX Text
G =0.869% L =1.555
AutoCAD SHX Text
G =-2.280% L =75.398
AutoCAD SHX Text
R =1740.780 K =17.408 L =54.807
AutoCAD SHX Text
G =-0.400% L =7.429
AutoCAD SHX Text
R =900.000 K =9.000 L =16.917
AutoCAD SHX Text
0.87%
AutoCAD SHX Text
-2.28%
AutoCAD SHX Text
-0.40%
AutoCAD SHX Text
HP Chainage = 19.931m Level = 13.346m
AutoCAD SHX Text
0.87%
AutoCAD SHX Text
-2.28%
AutoCAD SHX Text
-0.40%
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY BRIDLEWAY 120 x 2.4m SET BACK VISIBILITY SPLAY CUT FILL
AutoCAD SHX Text
1.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED.
AutoCAD SHX Text
PLAN SCALE 1:1000
AutoCAD SHX Text
1:1000
AutoCAD SHX Text
0
AutoCAD SHX Text
50
AutoCAD SHX Text
metres
AutoCAD SHX Text
EXTENT OF EARTHWORKS (CUT)
AutoCAD SHX Text
EXTENT OF EARTHWORKS (FILL)
AutoCAD SHX Text
TEMPORARY RAIL TRACKS
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
EXISTING HIGHWAY TO BE STOPPED UP
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 - FOR APPROVAL
REGULATION 5(2)(o)
MAIN DEVELOPMENT SITE
HIGHWAYS WORKS
PROPOSED GENERAL ARRANGEMENT
SHEET 7 OF 9
SZC-SZ0204-XX-000-DRW-100114
FEB 2020 MW 1:500 @ A1
01
AutoCAD SHX Text
TEMPORARY JUNCTION FOR CONSTRUCTION PHASE ONLY
AutoCAD SHX Text
00
AutoCAD SHX Text
33
AutoCAD SHX Text
720
AutoCAD SHX Text
750
AutoCAD SHX Text
800
AutoCAD SHX Text
830
AutoCAD SHX Text
850
AutoCAD SHX Text
900
AutoCAD SHX Text
950
AutoCAD SHX Text
1000
AutoCAD SHX Text
1050
AutoCAD SHX Text
1080
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY BRIDLEWAY 120 x 4.5m SET BACK VISIBILITY SPLAY
AutoCAD SHX Text
0
AutoCAD SHX Text
1:500
AutoCAD SHX Text
25
AutoCAD SHX Text
metres
AutoCAD SHX Text
1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. 2. UPON COMPLETION OF CONSTRUCTION PHASE, TEMPORARY UPON COMPLETION OF CONSTRUCTION PHASE, TEMPORARY JUNCTIONS SHALL BE REMOVED AND THE LAND RESTORED TO ITS ORIGINAL STATE.
AutoCAD SHX Text
EXTENT OF EARTHWORKS (CUT)
AutoCAD SHX Text
EXTENT OF EARTHWORKS (FILL)
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
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 - FOR APPROVAL
REGULATION 5(2)(o)
MAIN DEVELOPMENT SITE
HIGHWAYS WORKS
PROPOSED GENERAL ARRANGEMENT
SHEET 8 OF 9
SZC-SZ0204-XX-000-DRW-100160
FEB 2020 MW 1:250 @ A1
01
AutoCAD SHX Text
LOVER'S LANE
AutoCAD SHX Text
VALLEY ROAD
AutoCAD SHX Text
EXISTING ENTRANCES TO BE CLOSED AND REBUILT AS BOUNDARY FENCES
AutoCAD SHX Text
TEMPORARY JUNCTION FOR CONSTRUCTION PHASE ONLY
AutoCAD SHX Text
00
AutoCAD SHX Text
30
AutoCAD SHX Text
00
AutoCAD SHX Text
30
AutoCAD SHX Text
00
AutoCAD SHX Text
50
AutoCAD SHX Text
81
AutoCAD SHX Text
VISIBILITY SPLAY 2.4m x 70m
AutoCAD SHX Text
VISIBILITY SPLAY 2.4m x 70m
AutoCAD SHX Text
VISIBILITY SPLAY 9m x 120m
AutoCAD SHX Text
VISIBILITY SPLAY 9m x 120m
AutoCAD SHX Text
VISIBILITY SPLAY 4.5m x 70m
AutoCAD SHX Text
VISIBILITY SPLAY 4.5m x 70m
AutoCAD SHX Text
LIMIT OF ADOPTION
AutoCAD SHX Text
PUBLIC ROAD
AutoCAD SHX Text
PRIVATE ROAD
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY
AutoCAD SHX Text
120 x 9m SET BACK VISIBILITY SPLAY
AutoCAD SHX Text
FOOTPATH
AutoCAD SHX Text
0
AutoCAD SHX Text
1:250
AutoCAD SHX Text
12.5
AutoCAD SHX Text
metres
AutoCAD SHX Text
1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. 2. UPON COMPLETION OF CONSTRUCTION PHASE, TEMPORARY UPON COMPLETION OF CONSTRUCTION PHASE, TEMPORARY JUNCTIONS SHALL BE REMOVED AND THE LAND RESTORED TO ITS ORIGINAL STATE.
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
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 - FOR APPROVAL
REGULATION 5(2)(o)
MAIN DEVELOPMENT SITE
HIGHWAYS WORKS
PROPOSED GENERAL ARRANGEMENT
SHEET 9 OF 9
SZC-SZ0204-XX-000-DRW-100158
FEB 2020 MW 1:250 @ A1
01
AutoCAD SHX Text
KING GEORGE'S AVENUE
AutoCAD SHX Text
VEGETATION TO BE CLEARED IN FRONT OF SIGHT LINE
AutoCAD SHX Text
VEGETATION TO BE CLEARED IN FRONT OF SIGHT LINE
AutoCAD SHX Text
TEMPORARY JUNCTION FOR CONSTRUCTION PHASE ONLY
AutoCAD SHX Text
00
AutoCAD SHX Text
47
AutoCAD SHX Text
PLAN SCALE 1:250
AutoCAD SHX Text
JUNCTION BASED ON EXISTING DESIGN SPEED ON KING GEORGE'S AVENUE 30 mph (50 kph)
AutoCAD SHX Text
DEVELOPMENT SITE BOUNDARY
AutoCAD SHX Text
70 x 2.4m SET BACK VISIBILITY SPLAY
AutoCAD SHX Text
1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE STATED. 2. UPON COMPLETION OF CONSTRUCTION PHASE, TEMPORARY UPON COMPLETION OF CONSTRUCTION PHASE, TEMPORARY JUNCTIONS SHALL BE REMOVED AND THE LAND RESTORED TO ITS ORIGINAL STATE.
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
MW
AutoCAD SHX Text
NS
AutoCAD SHX Text
DCO SUBMISSION
AutoCAD SHX Text
SZC Co
