yesbury ae district cnty of buckiamshire · title: c222-atk-cv-dpp-020-000008-fpd-sheet a1h created...

1
70 + 000 71 + 000 72 + 000 73 + 000 74 + 000 7 5 + 00 0 7 6 + 0 00 77 + 000 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 074 - S3 Qu a i n t on AT FS 072-L1 Doddershall Embankment North Cutting 070-L1 Waddesdon 070-L2 Quainton South Embankment 071-L1 Quainton Cutting Chainage 70 + 400 70 + 500 70 + 600 70 + 700 70 + 800 70 + 900 71 + 000 71 + 100 71 + 200 71 + 300 71 + 400 71 + 500 71 + 600 71 + 700 71 + 800 71 + 900 72 + 000 72 + 100 72 + 200 72 + 300 72 + 400 72 + 500 72 + 600 72 + 700 72 + 800 72 + 900 73 + 000 73 + 100 73 + 200 73 + 300 73 + 400 73 + 500 73 + 600 73 + 700 73 + 800 73 + 900 74 + 000 74 + 100 74 + 200 74 + 300 74 + 400 74 + 500 74 + 600 74 + 700 74 + 800 74 + 900 75 + 000 75 + 100 75 + 200 75 + 300 75 + 400 75 + 500 75 + 600 75 + 700 75 + 800 75 + 900 76 + 000 76 + 100 76 + 200 76 + 300 76 + 400 76 + 500 76 + 600 76 + 700 76 + 800 Horizontal Alignment R=8255.0 L=2133.0 L = 350 . 0 L=299.5 L = 275 . 0 R=-11995.0 L=311.0 L = 275 . 0 L=3340.0 L = 365 . 0 Vertical Alignment L = 5 7 4 0 . 2 G = 0 . 200 % L=168.0 R=56000.0 L = 2777 . 7 G = - 0 . 100 % L=280.0 R=-56000.0 L = 654 . 0 G = 0 . 400 % L=360.0 R=40000.0 L = 1387 . 3 G = - 0 . 500 % L=460.0 R=-40000.0 L = 779 . 6 G= 0 . 650 % Existing Level 90 . 7 90 . 3 85 . 4 82 . 9 85 . 7 86 . 0 85 . 8 85 . 4 85 . 3 85 . 9 84 . 7 83 . 4 83 . 1 83 . 7 85 . 1 85 . 8 86 . 9 87 . 2 87 . 1 85 . 1 82 . 0 81 . 3 80 . 9 81 . 2 83 . 2 82 . 8 81 . 5 80 . 7 79 . 7 79 . 3 79 . 3 79 . 9 80 . 6 81 . 6 82 . 9 85 . 3 88 . 9 89 . 7 87 . 4 84 . 4 82 . 4 80 . 3 84 . 0 88 . 4 86 . 3 85 . 3 83 . 6 81 . 8 84 . 4 84 . 6 85 . 3 83 . 5 81 . 9 80 . 9 80 . 9 81 . 6 79 . 8 80 . 1 78 . 4 76 . 9 76 . 0 76 . 8 77 . 0 75 . 9 78 . 5 Proposed Level 86 . 1 86 . 3 86 . 5 86 . 5 86 . 4 86 . 3 86 . 2 86 . 1 86 . 0 85 . 9 85 . 8 85 . 7 85 . 6 85 . 5 85 . 4 85 . 3 85 . 2 85 . 1 85 . 0 84 . 9 84 . 8 84 . 7 84 . 6 84 . 5 84 . 4 84 . 3 84 . 2 84 . 1 84 . 0 83 . 9 83 . 8 83 . 7 83 . 7 83 . 8 84 . 1 84 . 5 84 . 9 85 . 3 85 . 7 86 . 1 86 . 5 86 . 9 87 . 1 87 . 0 86 . 6 86 . 1 85 . 6 85 . 1 84 . 6 84 . 1 83 . 6 83 . 1 82 . 6 82 . 1 81 . 6 81 . 1 80 . 6 80 . 1 79 . 6 79 . 2 79 . 1 79 . 3 79 . 6 80 . 3 80 . 9 + 1 . 1 + 3 . 6 + 0 . 7 + 0 . 3 + 0 . 4 + 0 . 7 + 0 . 7 + 1 . 1 + 2 . 3 + 2 . 5 + 1 . 8 + 0 . 3 + 2 . 8 + 3 . 4 + 3 . 7 + 3 . 3 + 1 . 2 + 1 . 5 + 2 . 7 + 3 . 4 + 4 . 3 + 4 . 6 + 4 . 5 + 3 . 8 + 3 . 1 + 2 . 2 + 1 . 2 + 1 . 7 + 4 . 1 + 6 . 6 + 3 . 1 + 0 . 3 + 0 . 8 + 2 . 0 + 3 . 3 + 0 . 2 + 0 . 7 + 1 . 2 + 0 . 7 + 0 . 8 + 1 . 2 + 2 . 3 + 3 . 1 + 2 . 5 + 2 . 6 + 4 . 4 + 2 . 4 Cut and Fill - 4 . 6 - 4 . 0 - 0 . 5 - 1 . 7 - 2 . 1 - 2 . 1 - 0 . 2 - 0 . 8 - 4 . 0 - 4 . 4 - 1 . 7 - 1 . 4 - 0 . 5 - 1 . 7 - 0 . 4 - 0 . 5 400km/h Route Element ID Design Speed 073-L1 Woodlands Cutting 074-L5 Grendon Underwood Embankment 070 - S2 L ittl e M a no r Ho l d i ng Cu l v e r t Acc o mm od a ti on Ov e r b r i dg e 070 - S3 Nee d l e s F a r m 071 - S2 St a ti on Ro a d Ov e r b r i dg e 072 - S3 Dodd e r s h a ll No . 1 Cu l v e r t 072 - S4 Dodd e r s h a ll No . 2 Cu l v e r t 074 - S5 Ad a m s Acc o mm od a ti on Und e r b r i dg e 073 - S7 Dodd e r s h a ll No . 4 Cu l v e r t 073 - S6 Dodd e r s h a ll No . 5 Cu l v e r t 073 - S9 Dodd e r s h a ll No . 6 Cu l v e r t 073 - S2 Dodd e r s h a ll No . 7 Cu l v e r t 073 - S8 W ood s Dr op I n l e t Cu l v e r t Acc o mm od a ti on Und e r b r i dg e 073 - S3 F oo t p a t h QUA/ 26 074 - S2 Edg c o tt Rd Ov e r b r i dg e 074 - S4 W ood l a nd s Cu l v e r t Acc o mm od a ti on Gr ee n Ov e r b r i dg e 075 - S2 Br i d l e wa y QUA/ 36 075 - S3 Gr ea t m oo r No . 2 Cu l v e r t Acc o mm od a ti on Gr ee n Ov e r b r i dg e 076 - S1 Br i d l e wa y GUN/ 28 076 - S6 Gr ea t m oo r No . 3 Cu l v e r t 076 - S3 F oo t p a t h CAG/ 2 Und e r b r i dg e 076 - S5 M ux we ll Br ook Cu l v e r t 075 - S4 Gr ea t m oo r No . 1 Cu l v e r t 075 - S1 F i n e m e r e W ood Cu l v e r t Ex t e n s i on Acc o mm od a ti on Ov e r b r i dg e 072 - S2 Br i d l e wa y QUA/ 28 A 076 - S9 Gr ea t m oo r No . 4 Cu l v e r t 071 - S4 Cr o ss r o a d s F a r m No r t h Cu l v e r t 071 - S3 Cr o ss r o a d s F a r m Sou t h Cu l v e r t PSTN 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 QUAINTON from Waste Facility Proposed Energy HS2 Alignment Green Overbridge Accommodation Bridleway QUA/36 Underbridge Footpath CAG/2 26/02/2016 TB Civil Atkins Main Line C222-ATK-CV-DPP-020-000008-FPD A1 AS SHOWN Country South Country South Design F o r Co n ti nu a ti o n Re f e r T o Sh ee t 2 6 F o r Con ti nu a ti on Re f e r T o Sh ee t 28 Chainage 70+400 to 76+800 Sheet 27 HMG 25/02/16 FINAL PRELIMINARY DESIGN P01 P01 Mitigation Structure 076-S8 Sheephouse Wood 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 Underbridge Accommodation Footpath QUA/26 Overbridge Edgcott Road Underbridge Accommodation Adam’s Feeder Station Quainton Auto Transformer Supply Point Quainton Grid End Compound Cable Sealing Overbridge Accommodation Bridleway QUA/28A Overbridge Accommodation Needles Farm Realignment Station Road Overbridge Aylesbury Link Overbridge Station Road Green Overbridge Accommodation Bridleway GUN/28 Code 1 - Accepted

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AYLESBURY VALE DISTRICT

COUNTY OF BUCKINGHAMSHIRE

70+000

71+000

72+000

73+000

74+000

75+000

76+000

77+000

40.0

50.0

60.0

70.0

80.0

90.0

100.0

110.0

120.0

130.0

140.0

150.0

160.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

110.0

120.0

130.0

140.0

150.0

160.0

074-S

3 Q

uainto

n A

TFS

072-L1 Doddershall Embankment

North Cutting

070-L1 Waddesdon

070-L2 Quainton South Embankment071-L1 Quainton Cutting

Chainage

70+400

70+500

70+600

70+700

70+800

70+900

71+000

71+100

71+200

71+300

71+400

71+500

71+600

71+700

71+800

71+900

72+000

72+100

72+200

72+300

72+400

72+500

72+600

72+700

72+800

72+900

73+000

73+100

73+200

73+300

73+400

73+500

73+600

73+700

73+800

73+900

74+000

74+100

74+200

74+300

74+400

74+500

74+600

74+700

74+800

74+900

75+000

75+100

75+200

75+300

75+400

75+500

75+600

75+700

75+800

75+900

76+000

76+100

76+200

76+300

76+400

76+500

76+600

76+700

76+800

Horizontal Alignment

R=8255.0

L=2133.0L=350.0L=299.5

L=275.0R=-11995.0

L=311.0

L=275.0L=3340.0L=365.0

Vertical Alignment

L=5740.2

G=0.200%

L=168.0

R=56000.0

L=2777.7

G=-0.100%

L=280.0

R=-56000.0

L=654.0G=0.400%

L=360.0

R=40000.0

L=1387.3

G=-0.500%

L=460.0

R=-40000.0

L=779.6

G=0.650%

Existing Level 90.7

90.3

85.4

82.9

85.7

86.0

85.8

85.4

85.3

85.9

84.7

83.4

83.1

83.7

85.1

85.8

86.9

87.2

87.1

85.1

82.0

81.3

80.9

81.2

83.2

82.8

81.5

80.7

79.7

79.3

79.3

79.9

80.6

81.6

82.9

85.3

88.9

89.7

87.4

84.4

82.4

80.3

84.0

88.4

86.3

85.3

83.6

81.8

84.4

84.6

85.3

83.5

81.9

80.9

80.9

81.6

79.8

80.1

78.4

76.9

76.0

76.8

77.0

75.9

78.5

Proposed Level 86.1

86.3

86.5

86.5

86.4

86.3

86.2

86.1

86.0

85.9

85.8

85.7

85.6

85.5

85.4

85.3

85.2

85.1

85.0

84.9

84.8

84.7

84.6

84.5

84.4

84.3

84.2

84.1

84.0

83.9

83.8

83.7

83.7

83.8

84.1

84.5

84.9

85.3

85.7

86.1

86.5

86.9

87.1

87.0

86.6

86.1

85.6

85.1

84.6

84.1

83.6

83.1

82.6

82.1

81.6

81.1

80.6

80.1

79.6

79.2

79.1

79.3

79.6

80.3

80.9

+1.1

+3.6

+0.7

+0.3

+0.4

+0.7

+0.7

+1.1

+2.3

+2.5

+1.8

+0.3

+2.8

+3.4

+3.7

+3.3

+1.2

+1.5

+2.7

+3.4

+4.3

+4.6

+4.5

+3.8

+3.1

+2.2

+1.2

+1.7

+4.1

+6.6

+3.1

+0.3

+0.8

+2.0

+3.3

+0.2

+0.7

+1.2

+0.7

+0.8

+1.2

+2.3

+3.1

+2.5

+2.6

+4.4

+2.4

Cut and Fill -4.6

-4.0

-0.5

-1.7

-2.1

-2.1

-0.2

-0.8

-4.0

-4.4

-1.7

-1.4

-0.5

-1.7

-0.4

-0.5

400km/h

Route Element ID

Design Speed

073-L1 Woodlands Cutting074-L5 Grendon Underwood Embankment

070-S

2 Little M

anor

Holdin

g C

ulvert

Acco

mm

odation O

verbridge

070-S

3 N

eedles F

arm

071-S

2 Station R

oad O

verbridge

072-S

3 D

odders

hall N

o. 1 C

ulvert

072-S

4 D

odders

hall N

o. 2 C

ulvert

074-S

5 A

da

m’s A

cco

mm

odation U

nderbridge

073-S

7 D

odders

hall N

o. 4 C

ulvert

073-S

6 D

odders

hall N

o.5 C

ulvert

073-S

9 D

odders

hall N

o. 6 C

ulvert

073-S

2 D

odders

hall N

o. 7 C

ulvert

073-S

8 W

oods Dro

p Inlet

Culvert

Acco

mm

odation U

nderbridge

073-S

3 F

ootp

ath Q

UA/2

6

074-S

2 E

dgcott R

d O

verbridge

074-S

4 W

oodla

nds

Culvert

Acco

mm

odation Gre

en O

verbridge

075-S

2 Bridle

way Q

UA/3

6

075-S

3 Gre

atm

oor

No. 2 C

ulvert

Acco

mm

odation Gre

en O

verbridge

076-S

1 Bridle

way G

UN/2

8

076-S

6 Gre

atm

oor

No. 3 C

ulvert

076-S

3 F

ootp

ath C

AG/2 U

nderbridge

076-S

5 M

ux

well Bro

ok C

ulvert

075-S

4 Gre

atm

oor

No. 1 C

ulvert

075-S

1 Fine

mere W

ood C

ulvert E

xte

nsio

n

Acco

mm

odation O

verbridge

072-S

2 Bridle

way Q

UA/2

8A

076-S

9 Gre

atm

oor

No. 4 C

ulvert

071-S

4 Crossro

ads F

arm N

orth C

ulvert

071-S

3 Crossro

ads F

arm S

outh C

ulvert

PSTN

TR = 30.000mR = 23000.000m L = 195.585m

TR = 30.000m

R = 7266.220m L = 325.339m

TR = 60.000m

R = 2400.000m L = 46.672m

TR = 60.000m

0 500200100 1000

@ 1:10000METRES

0 100502010

@ 1:1000METRES Scale H 1:10000 V 1:1000

Profile

Scale 1:10000

Plan

QUAINTON

from Waste Facility

Proposed Energy

HS2 Alignment

Green Overbridge

Accommodation

Bridleway QUA/36

Underbridge

Footpath CAG/2

26/02/2016

TB

Civil

Atkins

Main Line

C222-ATK-CV-DPP-020-000008-FPD

A1AS SHOWN

Country South Country South Design

For

Continuation R

efer

To S

heet 26

For

Continuation R

efer

To S

heet 28

Chainage 70+400 to 76+800

Sheet 27

HMG

25/02/16

FINAL PRELIMINARY DESIGN

P01

P01

Mitigation Structure076-S8 Sheephouse Wood

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

Underbridge

Accommodation

Footpath QUA/26

Overbridge

Edgcott Road

Underbridge

Accommodation

Adam’s

Feeder Station

Quainton Auto Transformer

Supply Point

Quainton Grid End Compound

Cable Sealing

Overbridge

Accommodation

Bridleway QUA/28A

Overbridge

Accommodation

Needles Farm

Realignment

Station Road

Overbridge

Aylesbury Link

Overbridge

Station Road

Green Overbridge

Accommodation

Bridleway GUN/28

Code 1

- Acc

epted