Fit for Acceptance · C223-CSI-CV-DPP-030-000005-FPD Created Date: 4/15/2016 12:48:50 PM ...
1
30 40 50 60 70 80 90 100 110 120 130 30 40 50 60 70 80 90 100 110 120 130 HS2 Route Element 140-L1 Glasshouse Wood Cutting 142-L3 Canley Brook Retaining Wall 143-L2 Roughknowles Wood Cutting 144-L1 Broadwells Wood Embankment Cutting 144-L2 Bockenden Cutting Kenilworth 141-L2 146-L1 Burton Green Tunnel Chainage 140 + 300 140 + 400 140 + 500 140 + 600 140 + 700 140 + 800 140 + 900 141 + 000 141 + 100 141 + 200 141 + 300 141 + 400 141 + 500 141 + 600 141 + 700 141 + 800 141 + 900 142 + 000 142 + 100 142 + 200 142 + 300 142 + 400 142 + 500 142 + 600 142 + 700 142 + 800 142 + 900 143 + 000 143 + 100 143 + 200 143 + 300 143 + 400 143 + 500 143 + 600 143 + 700 143 + 800 143 + 900 144 + 000 144 + 100 144 + 200 144 + 300 144 + 400 144 + 500 144 + 600 144 + 700 144 + 800 144 + 900 145 + 000 145 + 100 145 + 200 145 + 300 145 + 400 145 + 500 145 + 600 145 + 700 145 + 800 145 + 900 146 + 000 146 + 100 146 + 200 146 + 300 146 + 400 146 + 500 146 + 600 146 + 700 Horizontal Alignment L = 350 . 0 L=2537.5 R=-8220.0 L = 3 50 . 0 L=547.7 L = 350 . 0 L=1167.1 R=8220.0 L = 35 0 . 0 L=2450.0 Vertical Alignment G = 0 . 94 % L = 1262 . 3 R=56000.0 L=273.1 G = 0 . 4 5 % L = 278 . 2 R=56000.0 L=577.3 G = - 0 . 58 % L = 314 . 9 R=-56000.0 L=1030.8 G = 1 . 26 % L = 3575 . 0 R=56000.0 L=883.6 Existing Level 71 . 0 72 . 5 74 . 5 77 . 1 78 . 3 80 . 1 82 . 4 85 . 3 83 . 4 77 . 6 70 . 2 65 . 9 74 . 9 78 . 3 77 . 0 75 . 3 73 . 3 72 . 7 74 . 4 77 . 5 79 . 3 79 . 0 75 . 7 69 . 3 71 . 4 75 . 7 76 . 8 79 . 1 82 . 1 83 . 0 82 . 2 80 . 4 77 . 3 79 . 6 86 . 2 93 . 0 95 . 1 97 . 5 99 . 2 96 . 5 94 . 4 91 . 5 89 . 4 92 . 3 92 . 3 91 . 4 90 . 5 90 . 2 93 . 0 95 . 3 98 . 2 101 . 2 104 . 0 107 . 9 111 . 4 114 . 0 114 . 5 111 . 6 117 . 1 119 . 5 124 . 9 126 . 2 126 . 2 125 . 2 125 . 1 Proposed Level 66 . 7 67 . 7 68 . 6 69 . 4 70 . 0 70 . 5 70 . 9 71 . 4 71 . 8 72 . 0 72 . 0 71 . 9 71 . 6 71 . 1 70 . 5 69 . 9 69 . 4 68 . 9 68 . 5 68 . 3 68 . 4 68 . 6 68 . 9 69 . 5 70 . 2 71 . 1 72 . 2 73 . 5 74 . 7 76 . 0 77 . 2 78 . 5 79 . 8 81 . 0 82 . 3 83 . 5 84 . 8 86 . 1 87 . 3 88 . 6 89 . 8 91 . 1 92 . 4 93 . 6 94 . 9 96 . 1 97 . 4 98 . 7 99 . 9 101 . 2 102 . 4 103 . 7 105 . 0 106 . 2 107 . 5 108 . 7 110 . 0 111 . 3 112 . 5 113 . 8 115 . 0 116 . 3 117 . 6 118 . 8 119 . 8 + 1 . 8 + 6 . 0 + 0 . 2 + 2 . 5 + 1 . 4 + 3 . 0 + 1 . 3 + 2 . 6 + 4 . 7 + 6 . 9 + 8 . 5 + 6 . 9 + 5 . 9 + 4 . 2 + 2 . 5 + 1 . 0 Cut and Fill - 4 . 3 - 4 . 8 - 5 . 9 - 7 . 7 - 8 . 3 - 9 . 6 - 11 . 5 - 13 . 9 - 11 . 6 - 5 . 6 - 3 . 3 - 7 . 2 - 6 . 5 - 5 . 4 - 3 . 9 - 3 . 8 - 5 . 9 - 9 . 2 - 10 . 9 - 10 . 4 - 6 . 8 - 1 . 2 - 4 . 6 - 4 . 6 - 5 . 6 - 7 . 4 - 7 . 0 - 5 . 0 - 1 . 9 - 3 . 9 - 9 . 5 - 10 . 3 - 11 . 4 - 11 . 9 - 7 . 9 - 4 . 6 - 0 . 4 - 1 . 7 - 3 . 9 - 5 . 3 - 4 . 5 - 0 . 3 - 4 . 6 - 5 . 7 - 9 . 9 - 9 . 9 - 8 . 6 - 6 . 4 - 5 . 3 Design Speed: 400km/h 360km/h 400km/h K29 Ov e r b r i dg e 140 - S3 F oo t p a t h HS2 Alignment Ground Level 141-L1 Finham Brook Viaduct 143-L3 Canley Brook Viaduct Ov e r b r i dg e 143 - S1 Br i d l e wa y W 164 Ov e r b r i dg e 144 - S1 Cr ac k l e y L a n e 146-S2 Cromwell Lane Reinstatement 141-L3 Dalehouse Embankment 142 - S4 Cr ac k l e y AT S 141-L4 Finham Brook Embankment Byp a ss Ov e r b r i dg e 140 - S2 A46 Ke n il wo r t h Acc o mm od a ti on Ov e r b r i dg e 142 - S6 M ill bu r n Gr a ng e F a r m Ro a d Ov e r b r i dg e 142 - S3 A429 Ke n il wo r t h 142-L2 Crackley Road Cutting Ra il Ov e r b r i dg e 142 - S2 Cov e n t r y - L ea m i ng t on Sp a North Portal Burton Green W ood Cu l v e r t 143 - S2 Cr ac k l e y Dr op I n l e t Cu l v e r t 144 - S4 Br o a d we ll s W ood Und e r p a ss W 168 Acc o mm od a ti on 145 - S1 F oo t p a t h 143-L1 Crackley Wood Embankment 143-L4 North Crackley Cutting L a n e Ov e r b r i dg e 141 - S1 Da l e hou s e South Portal Burton Green 0 +0 0 0 0 +239 60. 0m 6 0 . 0 m 60. 0m 60. 0m 6 0 . 0 m 60. 0m 60. 0m 7 0 . 0 m 70 . 0 m 70. 0m 70. 0m 7 0 . 0 m 70. 0m 70. 0m 7 0 . 0 m 70 . 0 m 70 . 0 m 70 . 0 m 70. 0m 70. 0m 70 . 0 m 7 0 . 0 m 70. 0m 70 . 0 m 70 . 0 m 70. 0m 70 . 0 m 70. 0m 70.0m 70. 0m 70. 0m 70.0m 70. 0m 70. 0m 70. 0m 70. 0m 70. 0m 70. 0m 70. 0m 80. 0m 80. 0m 80. 0m 80. 0m 8 0 . 0 m 80 . 0 m 80 . 0 m 80. 0m 80. 0m 80. 0m 80. 0m 80. 0m 80. 0m 80. 0m 8 0 . 0 m 80. 0m 80. 0m 8 0 . 0 m 8 0 . 0 m 80.0m 80 . 0 m 8 0 . 0 m 80.0m 80.0m 80. 0m 80 . 0 m 80. 0m 80. 0m 80. 0m 8 0 . 0 m 90. 0m 90. 0m 90 . 0 m 90 . 0 m 9 0 . 0 m 90. 0m 90. 0m 9 0 . 0 m 90. 0m 90. 0m 90. 0m 90. 0m 90 . 0 m 90 . 0 m 9 0 . 0 m 90 . 0 m 90. 0m 90. 0m 90. 0m 90.0m 100. 0m 100. 0m 100. 0m 100. 0m 100.0m 1 0 0 . 0 m 100. 0m 100. 0m 100.0m 1 00 . 0 m 1 00 . 0 m 100.0m 100. 0m 110. 0m 110. 0m 110. 0m 110.0m 1 1 0 . 0 m 110. 0m 110. 0m 1 2 0 . 0 m 120. 0m 120. 0m 120 . 0 m 1 2 0 . 0 m 120. 0m 120. 0130. 0m 130 . 0 m 130 . 0 m 130. 0m 130. 0m 130. 0m 130.0m 130. 0m 130. 0m 130 . 0 m 13 0 . 0 m 130. 0m 130 . 0 m 130.0m 130. 0m 130. 0m 130. 0m 130. 0m 130. 0m 130. 0m 130.0m 130. 0m 130. 0m 130. 0m 130.0m 130 . 0 m 130. 0m 130. 0m 1 4 0 + 0 0 0 141 + 000 142 + 000 143 + 0 00 144 + 000 145 + 000 146 + 000 147 + 000 A1 12/01/2015 NOR Country North NOR C223-CSI-CV-DPP-030-000005-FPD Capita Symonds Ineco JV Country North Design Plan Scale 1:10000 Civil Bridge Profiles indicated at FRL to HS2 track Note: Finham Brook Viaduct Bridleway W164 Overbridge Burton Green Tunnel CRACKLEY BEECHWOOD GREEN BURTON Canley Brook Viaduct Cromwell Lane A429 Kenilworth Road Overbridge Accommodation Overbridge Millburn Grange Farm Bypass Overbridge A46 Kenilworth Sheet 38 Main Line Chainage 140+300 to 146+700 Pumping Station Coventry-Leamington Spa Rail Overbridge Overbridge Footpath K29 Bypass of A46 Kenilworth Online Reinstatement Overbridge Dalehouse Lane Kenilworth Road Realignment of A429 Access and HS2 Access Realigned Private means of Wall Canley Brook Retaining Overbridge Crackley Lane Culvert Crackley Wood W165x Diverted Bridleway Realignment Footpath W168 Buildings Tunnel Portal and Kenilworth Greenway Realigned Footpath W169 South Portal Burton Green Tunnel North Portal Burton Green Tunnel (Centenary Way) Footpath K29 Crackley Auto-Transformer Station Bridleway W164 Bridleway W165x Footpath W167 Footpath W167 Canley Brook Realignment of W167 Diverted Footpath Realignment Footpath W167 Footpath W169 Footpath W168 Footpath W168a Hall Site Replacement Village W169 Diverted Footpath Cromwell Lane Footpath M182 F o r Co n t i n u a ti on Re f e r T o S h e e t 37 F o r Con ti nu a ti on Re f e r T o S h ee t 39 Access Road and Tunnel Portal HS2 Maintenance Underpass Accommodation Footpath W168 Access Accommodation Dalehouse Farm 1:10000 AH NOR Bridleway W164 Realignment Realignment Dalehouse Lane P01 P01 22/01/16 FINAL PRELIMINARY DESIGN Final Preliminary Design Issued for Condition B 10/10/15 AH 22/01/16 GW 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 0 500 200 100 1000 @ 1:10000 METRES 0 100 50 20 10 @ 1:1000 METRES Fit for Acceptance Code 1 - Accepted
Transcript of Fit for Acceptance · C223-CSI-CV-DPP-030-000005-FPD Created Date: 4/15/2016 12:48:50 PM ...
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HS2 Route Element
140-L1 Glasshouse Wood Cutting142-L3 Canley Brook Retaining Wall143-L2 Roughknowles Wood Cutting144-L1 Broadwells Wood Embankment
Cutting
144-L2 Bockenden
CuttingKenilworth
141-L2
146-L1 Burton Green Tunnel
Chainage
140+300
140+400
140+500
140+600
140+700
140+800
140+900
141+000
141+100
141+200
141+300
141+400
141+500
141+600
141+700
141+800
141+900
142+000
142+100
142+200
142+300
142+400
142+500
142+600
142+700
142+800
142+900
143+000
143+100
143+200
143+300
143+400
143+500
143+600
143+700
143+800
143+900
144+000
144+100
144+200
144+300
144+400
144+500
144+600
144+700
144+800
144+900
145+000
145+100
145+200
145+300
145+400
145+500
145+600
145+700
145+800
145+900
146+000
146+100
146+200
146+300
146+400
146+500
146+600
146+700
Horizontal Alignment
L=350.0L=2537.5
R=-8220.0L=350.0
L=547.7L=350.0
L=1167.1
R=8220.0L=350.0L=2450.0
Vertical Alignment G=0.94%
L=1262.3R=56000.0
L=273.1G=0.45%
L=278.2R=56000.0
L=577.3
G=-0.58
%L=314.
9
R=-56000.0
L=1030.8
G=1.26%
L=3575.0
R=56000.0
L=883.6
Existing Level 71.0
72.5
74.5
77.1
78.3
80.1
82.4
85.3
83.4
77.6
70.2
65.9
74.9
78.3
77.0
75.3
73.3
72.7
74.4
77.5
79.3
79.0
75.7
69.3
71.4
75.7
76.8
79.1
82.1
83.0
82.2
80.4
77.3
79.6
86.2
93.0
95.1
97.5
99.2
96.5
94.4
91.5
89.4
92.3
92.3
91.4
90.5
90.2
93.0
95.3
98.2
101.2
104.0
107.9
111.4
114.0
114.5
111.6
117.1
119.5
124.9
126.2
126.2
125.2
125.1
Proposed Level 66.7
67.7
68.6
69.4
70.0
70.5
70.9
71.4
71.8
72.0
72.0
71.9
71.6
71.1
70.5
69.9
69.4
68.9
68.5
68.3
68.4
68.6
68.9
69.5
70.2
71.1
72.2
73.5
74.7
76.0
77.2
78.5
79.8
81.0
82.3
83.5
84.8
86.1
87.3
88.6
89.8
91.1
92.4
93.6
94.9
96.1
97.4
98.7
99.9
101.2
102.4
103.7
105.0
106.2
107.5
108.7
110.0
111.3
112.5
113.8
115.0
116.3
117.6
118.8
119.8
+1.8
+6.0
+0.2
+2.5
+1.4
+3.0
+1.3
+2.6
+4.7
+6.9
+8.5
+6.9
+5.9
+4.2
+2.5
+1.0
Cut and Fill -4.3
-4.8
-5.9
-7.7
-8.3
-9.6
-11.5
-13.9
-11.6
-5.6
-3.3
-7.2
-6.5
-5.4
-3.9
-3.8
-5.9
-9.2
-10.9
-10.4
-6.8
-1.2
-4.6
-4.6
-5.6
-7.4
-7.0
-5.0
-1.9
-3.9
-9.5
-10.3
-11.4
-11.9
-7.9
-4.6
-0.4
-1.7
-3.9
-5.3
-4.5
-0.3
-4.6
-5.7
-9.9
-9.9
-8.6
-6.4
-5.3
Design Speed: 400km/h360km/h400km/h
K29 O
verbridge
140-S
3 F
ootp
ath
HS2 Alignment
Ground Level
141-L1 Finham Brook Viaduct143-L3 Canley Brook Viaduct
Overbridge
143-S
1 Bridle
way W
164
Overbridge
144-S
1 Cra
ckle
y L
ane
146-S2 Cromwell Lane Reinstatement
141-L3 Dalehouse Embankment
142-S
4 Cra
ckle
y A
TS
141-L4 Finham Brook Embankment
Bypass O
verbridge
140-S
2 A
46 K
enilw
orth
Acco
mm
odation O
verbridge
142-S
6 Millb
urn Gra
nge F
arm
Road O
verbridge
142-S
3 A
429 K
enilw
orth
142-L2 Crackley Road Cutting
Rail O
verbridge
142-S
2 C
oventry-L
ea
min
gto
n S
pa
North Portal
Burton Green
Wood C
ulvert
143-S
2 Cra
ckle
y
Dro
p Inlet
Culvert
144-S
4 Bro
ad
wells W
ood
Underp
ass
W168 A
cco
mm
odation
145-S
1 F
ootp
ath
143-L1 Crackley Wood Embankment
143-L4 North Crackley Cutting
Lane O
verbridge
141-S
1 D
ale
house
South Portal
Burton Green
0+000
0+239
60.0
m
60.0m
60.0
m
60.0
m
60.0m
60.0
m
60.0
m
70.0m
70.0m
70.0
m
70.0
m
70.0
m
70.0
m
70.0
m
70.0m
70.0m
70.0m
70.0m
70.0
m
70.0
m
70.0m
70.0m
70.0m
70.0m
70.0m
70.0
m
70.0m
70.0
m
70.0m
70.0
m
70.0m
70.0m
70.0
m
70.0
m
70.0
m
70.0
m
70.0
m
70.0
m
70.0m
80.0
m
80.0
m
80.0
m
80.0
m
80.0m
80.0m
80.0m
80.0
m
80.0
m
80.0
m
80.0m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0m
80.0m
80.0m
80.0m
80.0m
80.0m
80.0m
80.0
m
80.0m
80.0
m
80.0
m
80.0
m
80.0m
90.0
m
90.0
m
90.0m
90.0m
90.0m
90.0
m
90.0
m
90.0m
90.0
m
90.0
m
90.0
m
90.0
m
90.0m
90.0m
90.0m
90.0m
90.0
m
90.0
m
90.0
m
90.0m
100.0
m
100.0
m
100.0
m
100.0m
100.0m
100.0m
100.0
m
100.0
m
100.0m
100.0m
100.0m
100.0m
100.0m
110.0
m
110.0
m
110.0
m
110.0m
110.0m
110.0
m
110.0
m
120.0m
120.0
m
120.0
m
120.0m
120.0m
120.0m
120.0
m
130.0
m
130.0m
130.0m
130.0
m
130.0m
130.0
m
130.0m
130.0
m
130.0
m
130.0m
130.0m
130.0
m
130.0m
130.0m
130.0
m
130.0
m
130.0
m
130.0
m
130.0m
130.0m 130.0m
130.0
m
130.0
m
130.0
m
130.0m
130.0m
130.0
m
130.0
m
140+000
141+000
142+000
143+000
144+000
145+000
146+000
147+000
A112/01/2015
NOR
Country North
NOR
C223-CSI-CV-DPP-030-000005-FPDCapita Symonds Ineco JV
Country North Design
PlanScale 1:10000
Civil
Bridge Profiles indicated at FRL to HS2 track
Note:
Finham Brook Viaduct
Bridleway W164 Overbridge
Burton Green Tunnel
CRACKLEY
BEECHWOOD
GREEN
BURTON
Canley Brook Viaduct
Cromwell Lane
A429 Kenilworth Road Overbridge
Accommodation Overbridge
Millburn Grange Farm
Bypass Overbridge
A46 Kenilworth
Sheet 38
Main Line
Chainage 140+300 to 146+700
Pumping Station
Coventry-Leamington Spa Rail Overbridge
Overbridge
Footpath K29
Bypass
of A46 Kenilworth
Online Reinstatement
Overbridge
Dalehouse Lane
Kenilworth Road
Realignment of A429
Access and HS2 Access
Realigned Private means of
Wall
Canley Brook Retaining
Overbridge
Crackley Lane
Culvert
Crackley Wood
W165x
Diverted Bridleway
Realignment
Footpath W168
Buildings
Tunnel Portal
and Kenilworth Greenway
Realigned Footpath W169
South Portal
Burton Green Tunnel
North Portal
Burton Green Tunnel
(Centenary Way)
Footpath K29
Crackley Auto-Transformer Station
Bridleway W164
Bridleway W165x
Footpath W167
Footpath W167
Canley Brook
Realignment of
W167
Diverted Footpath
Realignment
Footpath W167
Footpath W169
Footpath W168 Footpath W168a
Hall Site
Replacement Village
W169
Diverted Footpath
Cromwell Lane
Footpath M182
For
Continuation R
efer
To S
heet 37
For
Continuation R
efer
To S
heet 39
Access Road
and Tunnel Portal
HS2 Maintenance
Underpass
Accommodation
Footpath W168
Access
Accommodation
Dalehouse Farm
1:10000
AHNOR
Bridleway W164 Realignment
Realignment
Dalehouse Lane
P01
P01
22/01/16
FINAL PRELIMINARY DESIGN
Final Preliminary Design
Issued for Condition B
10/10/15
AH
22/01/16
GW
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
0 500200100 1000
@ 1:10000METRES
0 100502010
@ 1:1000METRES
Fit for Acceptance
Code 1
- Acc
epted
