Accepted - gov.uk · 26/02/2016 TB Atkins Main Line C222-ATK-CV-DPP-020-000013-FPD AS SHOWN A1...
1
107 - S2 Hill F a r m Cu l v e r t 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 108-L1 Edgcote Viaduct 102-L1 Greatworth Green Tunnel North Embankment 108-L3 Edgcote South Embankment 107-L2 Edgcote 106-L1 Lower Thorpe North Cutting South Cutting 105-L3 Lower Thorpe 104-L1 Thorpe Mandeville Cutting Embankment Mandeville 104-L2 Thorpe Viaduct 105-L1 Lower Thorpe North Embankment 105-L4 Lower Thorpe Chainage 102 + 400 102 + 500 102 + 600 102 + 700 102 + 800 102 + 900 103 + 000 103 + 100 103 + 200 103 + 300 103 + 400 103 + 500 103 + 600 103 + 700 103 + 800 103 + 900 104 + 000 104 + 100 104 + 200 104 + 300 104 + 400 104 + 500 104 + 600 104 + 700 104 + 800 104 + 900 105 + 000 105 + 100 105 + 200 105 + 300 105 + 400 105 + 500 105 + 600 105 + 700 105 + 800 105 + 900 106 + 000 106 + 100 106 + 200 106 + 300 106 + 400 106 + 500 106 + 600 106 + 700 106 + 800 106 + 900 107 + 000 107 + 100 107 + 200 107 + 300 107 + 400 107 + 500 107 + 600 107 + 700 107 + 800 107 + 900 108 + 000 108 + 100 108 + 200 108 + 300 108 + 400 108 + 500 108 + 600 108 + 700 108 + 800 Horizontal Alignment L=5242.2 L = 375 . 1 L=990.3 R=8256.0 L = 375 . 1 L=2735.6 L = 300 . 0 L=208.5 R=-10000.0 L=75.0 L=1488.2 R=-8250.0 Vertical Alignment R=56000.0 L=224.0 G = - 0 . 900 % L = 3193 . 3 R=-56000.0 L=224.0 G = - 0 . 500 % L = 748 . 0 R=-40000.0 L=400.0 Existing Level 171 . 3 168 . 5 168 . 7 169 . 6 168 . 8 168 . 5 167 . 7 170 . 4 174 . 3 176 . 0 175 . 9 174 . 7 171 . 1 168 . 0 167 . 7 164 . 3 159 . 8 158 . 0 162 . 6 160 . 7 154 . 6 142 . 2 136 . 4 136 . 4 134 . 1 133 . 5 132 . 1 133 . 8 140 . 1 139 . 4 133 . 3 130 . 0 134 . 4 141 . 0 149 . 6 159 . 1 153 . 4 147 . 9 138 . 6 129 . 8 126 . 7 125 . 2 124 . 0 121 . 5 120 . 1 119 . 2 119 . 8 119 . 4 120 . 1 125 . 1 122 . 4 118 . 5 116 . 0 114 . 2 114 . 2 109 . 3 109 . 5 109 . 1 108 . 9 109 . 3 112 . 7 Proposed Level 159 . 1 158 . 6 158 . 1 157 . 6 157 . 1 156 . 6 156 . 1 155 . 6 155 . 1 154 . 6 154 . 1 153 . 6 153 . 1 152 . 6 152 . 1 151 . 4 150 . 5 149 . 6 148 . 7 147 . 8 146 . 9 146 . 0 145 . 1 144 . 2 143 . 3 142 . 4 141 . 5 140 . 6 139 . 7 138 . 8 137 . 9 137 . 0 136 . 1 135 . 2 134 . 3 133 . 4 132 . 5 131 . 6 130 . 7 129 . 8 128 . 9 128 . 0 127 . 1 126 . 2 125 . 3 124 . 4 123 . 5 122 . 6 121 . 7 121 . 0 120 . 5 120 . 0 119 . 5 119 . 0 118 . 5 118 . 0 117 . 5 117 . 0 116 . 5 116 . 4 116 . 5 116 . 8 + 3 . 8 + 8 . 7 + 7 . 8 + 9 . 2 + 8 . 9 + 9 . 4 + 6 . 8 + 4 . 6 + 7 . 0 + 1 . 7 + 2 . 2 + 2 . 8 + 3 . 1 + 4 . 7 + 5 . 2 + 5 . 2 + 3 . 7 + 3 . 2 + 1 . 6 + 1 . 5 + 3 . 5 + 4 . 8 + 4 . 3 + 8 . 7 + 8 . 0 + 7 . 9 + 7 . 6 + 7 . 1 + 3 . 8 Cut and Fill - 12 . 2 - 9 . 9 - 10 . 6 - 12 . 0 - 11 . 7 - 11 . 9 - 11 . 6 - 14 . 8 - 19 . 2 - 21 . 4 - 21 . 8 - 21 . 1 - 18 . 0 - 15 . 4 - 15 . 6 - 12 . 9 - 9 . 3 - 8 . 4 - 13 . 9 - 12 . 9 - 7 . 7 - 0 . 4 - 0 . 6 - 5 . 8 - 15 . 3 - 25 . 7 - 20 . 9 - 16 . 3 - 7 . 9 - 4 . 1 - 1 . 9 360km/h 400km/h 107-L1 Culworth Cutting 106-L2 Culworth Embankment South Embankment 105-L2 Lower Thorpe 105 - S1 Ri v e r Ch e r we ll Cu l v e r t 105 - S3 L o we r T ho r p e Cu l v e r t Route Element ID Design Speed Chainage 102 + 400 102 + 500 102 + 600 102 + 700 102 + 800 102 + 900 103 + 000 103 + 100 103 + 200 103 + 300 103 + 400 103 + 500 103 + 600 103 + 700 103 + 800 103 + 900 104 + 000 104 + 100 104 + 200 104 + 300 104 + 400 104 + 500 104 + 600 104 + 700 104 + 800 104 + 900 105 + 000 105 + 100 105 + 200 105 + 300 105 + 400 105 + 500 105 + 600 105 + 700 105 + 800 105 + 900 106 + 000 106 + 100 106 + 200 106 + 300 106 + 400 106 + 500 106 + 600 106 + 700 106 + 800 106 + 900 107 + 000 107 + 100 107 + 200 107 + 300 107 + 400 107 + 500 107 + 600 107 + 700 107 + 800 107 + 900 108 + 000 108 + 100 108 + 200 108 + 300 108 + 400 108 + 500 108 + 600 108 + 700 108 + 800 Horizontal Alignment L=5242.2 L = 375 . 1 L=990.3 R=8256.0 L = 375 . 1 L=2735.6 L = 300 . 0 L=208.5 R=-10000.0 L=75.0 L=1488.2 R=-8250.0 Vertical Alignment R=40000.0 L=280.0 G = - 0 . 500 % L = 1360 . 4 R=56000.0 L=224.0 G = - 0 . 900 % L = 3193 . 3 R=-56000.0 L=224.0 G = - 0 . 500 % L = 748 . 0 R=-40000.0 L=400.0 Existing Level 170 . 4 171 . 6 172 . 0 171 . 3 168 . 5 168 . 7 169 . 6 168 . 8 168 . 5 167 . 7 170 . 4 174 . 3 176 . 0 175 . 9 174 . 7 171 . 1 168 . 0 167 . 7 164 . 3 159 . 8 158 . 0 162 . 6 160 . 7 154 . 6 142 . 2 136 . 4 136 . 4 134 . 1 133 . 5 132 . 1 133 . 8 140 . 1 139 . 4 133 . 3 130 . 0 134 . 4 141 . 0 149 . 6 159 . 1 153 . 4 147 . 9 138 . 6 129 . 8 126 . 7 125 . 2 124 . 0 121 . 5 120 . 1 119 . 2 119 . 8 119 . 4 120 . 1 125 . 1 122 . 4 118 . 5 116 . 0 114 . 2 114 . 2 109 . 3 109 . 5 109 . 1 108 . 9 109 . 3 112 . 7 Proposed Level 159 . 7 159 . 8 159 . 6 159 . 1 158 . 6 158 . 1 157 . 6 157 . 1 156 . 6 156 . 1 155 . 6 155 . 1 154 . 6 154 . 1 153 . 6 153 . 1 152 . 6 152 . 1 151 . 4 150 . 5 149 . 6 148 . 7 147 . 8 146 . 9 146 . 0 145 . 1 144 . 2 143 . 3 142 . 4 141 . 5 140 . 6 139 . 7 138 . 8 137 . 9 137 . 0 136 . 1 135 . 2 134 . 3 133 . 4 132 . 5 131 . 6 130 . 7 129 . 8 128 . 9 128 . 0 127 . 1 126 . 2 125 . 3 124 . 4 123 . 5 122 . 6 121 . 7 121 . 0 120 . 5 120 . 0 119 . 5 119 . 0 118 . 5 118 . 0 117 . 5 117 . 0 116 . 5 116 . 4 116 . 5 116 . 8 + 3 . 8 + 8 . 7 + 7 . 8 + 9 . 2 + 8 . 9 + 9 . 4 + 6 . 8 + 4 . 6 + 7 . 0 + 1 . 7 + 2 . 2 + 2 . 8 + 3 . 1 + 4 . 7 + 5 . 2 + 5 . 2 + 3 . 7 + 3 . 2 + 1 . 6 + 1 . 5 + 3 . 5 + 4 . 8 + 4 . 3 + 8 . 7 + 8 . 0 + 7 . 9 + 7 . 6 + 7 . 1 + 3 . 8 Cut and Fill - 10 . 7 - 11 . 8 - 12 . 4 - 12 . 2 - 9 . 9 - 10 . 6 - 12 . 0 - 11 . 7 - 11 . 9 - 11 . 6 - 14 . 8 - 19 . 2 - 21 . 4 - 21 . 8 - 21 . 1 - 18 . 0 - 15 . 4 - 15 . 6 - 12 . 9 - 9 . 3 - 8 . 4 - 13 . 9 - 12 . 9 - 7 . 7 - 0 . 4 - 0 . 6 - 5 . 8 - 15 . 3 - 25 . 7 - 20 . 9 - 16 . 3 - 7 . 9 - 4 . 1 - 1 . 9 Design Speed 360km/h 400km/h Acce ss Re i n s t a t e m e n t 102 - S3 Gr ea t wo r t h Pa r k Re i n s t a t e m e n t 102 - S5 B4525 W e l s h Ro a d Re i n s t a t e m e n t 103 - S3 Su l g r a v e Ro a d ( T ho r p e M a nd e v ill e ) Ov e r b r i dg e 104 - S2 Ba nbu r y Ro a d 105 - S2 Cu l wo r t h Gr ound s Cu l v e r t Acc o mm od a ti on Ov e r b r i dg e 106 - S1 Cu l wo r t h Gr ound s Acc o mm od a ti on Ov e r b r i dg e 107 - S1 Br i d l e wa y AG10 106 - S2 Br i d l e wa y AG9 Ov e r b r i dg e 106 - S3 Da n e s M oo r AT S 11 0 . 0 m 110 . 0 m 1 2 0 . 0 m 120 . 0 m 130 . 0 m 1 4 0 . 0 m 1 4 0 . 0 m 1 4 0 . 0 m 160 . 0 m 1 60 . 0 m 17 0 . 0 m 17 0 . 0 m 102 + 00 0 103 + 000 104 + 000 105 + 000 106 + 000 107 + 000 108 + 000 1 0 9 + 0 0 0 W W W W W W W W W W W W W W W W W W 0 500 200 100 1000 @ 1:10000 METRES 0 100 50 20 10 @ 1:1000 METRES Scale H 1:10000 V 1:1000 Profile Scale 1:10000 Plan THORPE MANDEVILLE LOWER THORPE EDGCOTE HS2 Alignment Overbridge Bridleway AG9 26/02/2016 TB Civil Atkins Main Line C222-ATK-CV-DPP-020-000013-FPD A1 AS SHOWN Country South Country South Design F o r Con t i nu a t i on Re f e r T o Sh ee t 31 F o r Con ti nu a ti on Re f e r T o Sh ee t 33 Chainage 102+400 to 108+800 Sheet 32 HMG 25/02/16 FINAL PRELIMINARY DESIGN P01 P01 For Acceptance AAR RP 26/02/16 AAR 26/02/16 RP Fit for Acceptance Drawn Checked Approved Drawing No. Date Scale Size Rev. Drawn Rev Description Project/Contract Discipline/Function Zone Creator/Originator Legends/Notes: Drawing Title Design Stage HS2 App Con App Checked Scale with caution as distortion can occur. may be used for legal or other official purposes. Only an official copy of a title plan or register obtained from the Land Registry sold or published without the formal permission of Land Registry. This material was last updated on 2015 and may not be copied, distributed, Registry under delegated authority from the Controller of HMSO. ' Crown Copyright material is reproduced with the permission of Land Ordnance Survey Licence number 100049190 ' Crown Copyright and database right 2015. All rights reserved. or if it is issued in part or issued incompletely in any way. the reproduction of this document after alteration, amendment or abbreviation HS2 accepts no responsibility for any circumstances which arise from London, E14 5AB One Canada Square, Registered office: Registration No. 06791686 Registered in England Tunnel portal Ditches - new Tunnels external extent Woodland habitat creation Wetland habitat creation Grassland habitat creation Ecological mitigation pond HS2 Access road Watercourse diversion Electricity substation Balancing pond Noise fence barrier Replacement floodplain storage Land drainage area (scrub / woodland) Landscape mitigation planting Main utility works County boundary Borough / District boundary Community forum boundary Rail alignment Rail alignment formation Landscape earthworks Engineering earthworks 10 + 000 Stopped-up PRoW Hedgerow habitat creation Grassed areas Sustainable placement Public realm (PRoW) Existing public right of way PRoW New, diverted or realigned (e.g. 10+000) Chainage Existing watercourse or portal building Depot, station, headhouse development use Returned to suitable Reinstatement Sulgrave Road Green Tunnel Greatworth Edgcote Viaduct Viaduct Lower Thorpe (Thorpe Mandeville) Overbridge Banbury Road Retaining Wall Retaining Wall Overbridge Accommodation Culworth Grounds Reinstatement B4525 Welsh Road Overbridge Accommodation Bridleway AG10 Station Auto-transformer Danes Moor Realignment River Cherwell Code 1 - Accepted
Transcript of Accepted - gov.uk · 26/02/2016 TB Atkins Main Line C222-ATK-CV-DPP-020-000013-FPD AS SHOWN A1...
107-S
2 Hill Farm C
ulvert
70.0
80.0
90.0
100.0
110.0
120.0
130.0
140.0
150.0
160.0
170.0
180.0
190.0
70.0
80.0
90.0
100.0
110.0
120.0
130.0
140.0
150.0
160.0
170.0
180.0
190.0
108-L1 Edgcote Viaduct 102-L1 Greatworth Green Tunnel
North Embankment
108-L3 Edgcote
South Embankment
107-L2 Edgcote106-L1 Lower Thorpe North Cutting
South Cutting
105-L3 Lower Thorpe
104-L1 Thorpe Mandeville Cutting
Embankment
Mandeville
104-L2 Thorpe
Viaduct
105-L1 Lower Thorpe
North Embankment
105-L4 Lower Thorpe
Chainage
102+400
102+500
102+600
102+700
102+800
102+900
103+000
103+100
103+200
103+300
103+400
103+500
103+600
103+700
103+800
103+900
104+000
104+100
104+200
104+300
104+400
104+500
104+600
104+700
104+800
104+900
105+000
105+100
105+200
105+300
105+400
105+500
105+600
105+700
105+800
105+900
106+000
106+100
106+200
106+300
106+400
106+500
106+600
106+700
106+800
106+900
107+000
107+100
107+200
107+300
107+400
107+500
107+600
107+700
107+800
107+900
108+000
108+100
108+200
108+300
108+400
108+500
108+600
108+700
108+800
Horizontal Alignment L=5242.2
L=375.1L=990.3
R=8256.0L=375.1L=2735.6
L=300.0
L=208.5
R=-10000.0L=75.0
L=1488.2
R=-8250.0
Vertical Alignment R=56000.0
L=224.0
G=-0.900%
L=3193.3
R=-56000.0
L=224.0
G=-0.500%
L=748.0
R=-40000.0
L=400.0
Existing Level 171.3
168.5
168.7
169.6
168.8
168.5
167.7
170.4
174.3
176.0
175.9
174.7
171.1
168.0
167.7
164.3
159.8
158.0
162.6
160.7
154.6
142.2
136.4
136.4
134.1
133.5
132.1
133.8
140.1
139.4
133.3
130.0
134.4
141.0
149.6
159.1
153.4
147.9
138.6
129.8
126.7
125.2
124.0
121.5
120.1
119.2
119.8
119.4
120.1
125.1
122.4
118.5
116.0
114.2
114.2
109.3
109.5
109.1
108.9
109.3
112.7
Proposed Level 159.1
158.6
158.1
157.6
157.1
156.6
156.1
155.6
155.1
154.6
154.1
153.6
153.1
152.6
152.1
151.4
150.5
149.6
148.7
147.8
146.9
146.0
145.1
144.2
143.3
142.4
141.5
140.6
139.7
138.8
137.9
137.0
136.1
135.2
134.3
133.4
132.5
131.6
130.7
129.8
128.9
128.0
127.1
126.2
125.3
124.4
123.5
122.6
121.7
121.0
120.5
120.0
119.5
119.0
118.5
118.0
117.5
117.0
116.5
116.4
116.5
116.8
+3.8
+8.7
+7.8
+9.2
+8.9
+9.4
+6.8
+4.6
+7.0
+1.7
+2.2
+2.8
+3.1
+4.7
+5.2
+5.2
+3.7
+3.2
+1.6
+1.5
+3.5
+4.8
+4.3
+8.7
+8.0
+7.9
+7.6
+7.1
+3.8
Cut and Fill -12.2
-9.9
-10.6
-12.0
-11.7
-11.9
-11.6
-14.8
-19.2
-21.4
-21.8
-21.1
-18.0
-15.4
-15.6
-12.9
-9.3
-8.4
-13.9
-12.9
-7.7
-0.4
-0.6
-5.8
-15.3
-25.7
-20.9
-16.3
-7.9
-4.1
-1.9
360km/h400km/h
107-L1 Culworth Cutting
106-L2 Culworth Embankment
South Embankment
105-L2 Lower Thorpe
105-S
1 River
Cherw
ell C
ulvert
105-S
3 L
ower
Thorp
e C
ulvert
Route Element ID
Design Speed
Chainage
102+400
102+500
102+600
102+700
102+800
102+900
103+000
103+100
103+200
103+300
103+400
103+500
103+600
103+700
103+800
103+900
104+000
104+100
104+200
104+300
104+400
104+500
104+600
104+700
104+800
104+900
105+000
105+100
105+200
105+300
105+400
105+500
105+600
105+700
105+800
105+900
106+000
106+100
106+200
106+300
106+400
106+500
106+600
106+700
106+800
106+900
107+000
107+100
107+200
107+300
107+400
107+500
107+600
107+700
107+800
107+900
108+000
108+100
108+200
108+300
108+400
108+500
108+600
108+700
108+800
Horizontal Alignment L=5242.2
L=375.1L=990.3
R=8256.0L=375.1L=2735.6
L=300.0
L=208.5
R=-10000.0L=75.0
L=1488.2
R=-8250.0
Vertical Alignment R=40000.0
L=280.0
G=-0.500%L=1360.4
R=56000.0
L=224.0
G=-0.900%
L=3193.3
R=-56000.0
L=224.0
G=-0.500%
L=748.0
R=-40000.0
L=400.0
Existing Level 170.4
171.6
172.0
171.3
168.5
168.7
169.6
168.8
168.5
167.7
170.4
174.3
176.0
175.9
174.7
171.1
168.0
167.7
164.3
159.8
158.0
162.6
160.7
154.6
142.2
136.4
136.4
134.1
133.5
132.1
133.8
140.1
139.4
133.3
130.0
134.4
141.0
149.6
159.1
153.4
147.9
138.6
129.8
126.7
125.2
124.0
121.5
120.1
119.2
119.8
119.4
120.1
125.1
122.4
118.5
116.0
114.2
114.2
109.3
109.5
109.1
108.9
109.3
112.7
Proposed Level 159.7
159.8
159.6
159.1
158.6
158.1
157.6
157.1
156.6
156.1
155.6
155.1
154.6
154.1
153.6
153.1
152.6
152.1
151.4
150.5
149.6
148.7
147.8
146.9
146.0
145.1
144.2
143.3
142.4
141.5
140.6
139.7
138.8
137.9
137.0
136.1
135.2
134.3
133.4
132.5
131.6
130.7
129.8
128.9
128.0
127.1
126.2
125.3
124.4
123.5
122.6
121.7
121.0
120.5
120.0
119.5
119.0
118.5
118.0
117.5
117.0
116.5
116.4
116.5
116.8
+3.8
+8.7
+7.8
+9.2
+8.9
+9.4
+6.8
+4.6
+7.0
+1.7
+2.2
+2.8
+3.1
+4.7
+5.2
+5.2
+3.7
+3.2
+1.6
+1.5
+3.5
+4.8
+4.3
+8.7
+8.0
+7.9
+7.6
+7.1
+3.8
Cut and Fill -10.7
-11.8
-12.4
-12.2
-9.9
-10.6
-12.0
-11.7
-11.9
-11.6
-14.8
-19.2
-21.4
-21.8
-21.1
-18.0
-15.4
-15.6
-12.9
-9.3
-8.4
-13.9
-12.9
-7.7
-0.4
-0.6
-5.8
-15.3
-25.7
-20.9
-16.3
-7.9
-4.1
-1.9
Design Speed 360km/h400km/h
Access R
einstate
ment
102-S
3 Gre
atw
orth P
ark
Reinstate
ment
102-S
5 B
4525 W
els
h R
oad
Reinstate
ment
103-S
3 S
ulgra
ve R
oad
(T
horp
e M
andeville)
O
verbridge
104-S
2 B
anbury R
oad
105-S
2 C
ulw
orth Gro
unds C
ulvert
Acco
mm
odation O
verbridge
106-S
1 C
ulw
orth Gro
unds
Acco
mm
odation O
verbridge
107-S
1 Bridle
way A
G10
106-S
2 Bridle
way A
G9 O
verbridge
106-S
3 D
anes M
oor
ATS
110.0m
110.0m
120.0
m
120.0m
130.0m
140.0
m
140.0
m
140.0m
160.0
m 160.0
m
170.0m
170.0m
102+000
103+000
104+000
105+000
106+000
107+000
108+000
109+000
W
W
WW
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
0 500200100 1000
@ 1:10000METRES
0 100502010
@ 1:1000METRES
Scale H 1:10000 V 1:1000
Profile
Scale 1:10000
Plan
THORPE MANDEVILLE
LOWER THORPE
EDGCOTE
HS2 Alignment
Overbridge
Bridleway AG9
26/02/2016
TB
Civil
Atkins
Main Line
C222-ATK-CV-DPP-020-000013-FPD
A1AS SHOWN
Country South Country South Design
For
Continuation R
efer
To S
heet 31
For
Continuation R
efer
To S
heet 33
Chainage 102+400 to 108+800
Sheet 32
HMG
25/02/16
FINAL PRELIMINARY DESIGN
P01
P01
For Acceptance
AARRP
26/02/16
AAR
26/02/16
RP
Fit for Acceptance
Drawn Checked Approved
Drawing No.
Date Scale Size
Rev.
DrawnRev Description
Project/Contract
Discipline/Function
Zone
Creator/Originator
Legends/Notes:
Drawing Title
Design Stage
HS2 AppCon AppChecked
Scale with caution as distortion can occur.
may be used for legal or other official purposes.
Only an official copy of a title plan or register obtained from the Land Registry
sold or published without the formal permission of Land Registry.
This material was last updated on 2015 and may not be copied, distributed,
Registry under delegated authority from the Controller of HMSO.
' Crown Copyright material is reproduced with the permission of Land
Ordnance Survey Licence number 100049190
' Crown Copyright and database right 2015. All rights reserved.
or if it is issued in part or issued incompletely in any way.
the reproduction of this document after alteration, amendment or abbreviation
HS2 accepts no responsibility for any circumstances which arise from
London, E14 5AB
One Canada Square,
Registered office:
Registration No. 06791686
Registered in England
Tunnel portalDitches - new
Tunnels external extentWoodland habitat creation
Wetland habitat creation
Grassland habitat creation
Ecological mitigation pond
HS2 Access road
Watercourse diversion
Electricity substation
Balancing pond
Noise fence barrier
Replacement floodplain storage
Land drainage area (scrub / woodland)
Landscape mitigation planting Main utility works
County boundary
Borough / District boundary
Community forum boundary
Rail alignment
Rail alignment formation
Landscape earthworks
Engineering earthworks
10+000
Stopped-up PRoW
Hedgerow habitat creation
Grassed areas
Sustainable placement
Public realm
(PRoW)
Existing public right of way
PRoW
New, diverted or realigned (e.g. 10+000)
Chainage
Existing watercourseor portal building
Depot, station, headhouse
development use
Returned to suitable
Reinstatement
Sulgrave Road
Green Tunnel
Greatworth
Edgcote Viaduct
Viaduct
Lower Thorpe
(Thorpe Mandeville)
Overbridge
Banbury Road
Retaining Wall Retaining Wall
Overbridge
Accommodation
Culworth Grounds
Reinstatement
B4525 Welsh Road
Overbridge
Accommodation
Bridleway AG10
Station
Auto-transformer
Danes Moor
Realignment
River Cherwell
Code 1
- Acc
epted
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