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