Wendover & Central Chilterns Community Forum Area - Road Crossings / Realignments + construction compound details
All details on this document are assumptions based on current design work and are subject to change as design develops.
Ch Structure/HS2 Chainage Road Reference Servicing Indicative Construction Period Impact / Staff numbers Construction access route to worksite Impact After Construction Comments
43.00 043+000 A413 Little Missenden Vent Shaft app 6 - 9 months Circa 50 A413    
44.70 044+700 Chiltern Tunnel North Portal Chiltern Tunnel,  app 6 - 9 months Circa 100 Upgraded access (via Hyde Heath Rd)   See Chesham Society proposal
45.78 045+780 Hyde Lane Overbridge   app 1 - 1.5 years No diversion route required as offline crossing proposed. Traffic management required during construction of tie-in.   Minimal as traffic uses new road.  Existing road will be removed.   Proposed realignment not shown on map. "Green" ( ie wide ) bridge requested - to create wildlife corridor
  045+800 Hyde Lane Compound NO  INFORMATION A compound ajacent to Hyde Lane is shown on map
46.30 046+300 B485 Chesham Road   No data No diversion route required as offline crossing proposed. Traffic management required during construction of tie-in.   Minimal as traffic uses new road.  Existing road will be retained in part to maintain access to existing properties.  Proposed realignments not shown on map  Kings Lane is unsuitable as a diversion – narrow & residential. Need to ensure at least one of Chesham Road & Frith Hill  is open at all times, and both are open if Kings Lane is closed.
47.10 047+100 Frith Hill   No data Temporary road closure. Diversion via B485 Chesham Road and King's Road.    Minimal as traffic uses new road. 
46.40 046+400 Kings Lane   No data Temporary road closure. Diversion via B485 Chesham Road and Frith Hill.    Minimal as traffic uses new road.  Existing road will be removed.   The new road should be constructed before the old is removed to avoid interrupting  traffic flow.  Road could be reinstated on existing alignment over cut & cover tunnel. The road shape as indicated on the map is illogical and the transition from the existing Kings Lane needs to be smooth and not a sharp left turn.
46.40 046+400 South Heath Green Tunnel Hyde Lane, Chesham Lane ATS
South Heath Green Tunnel, Chesham Road, Kings Lane, Frith Hill
app 5 - 5.5  years (single face working), 2.5 - 2.75 years (double face working) Circa 50 B485 Chesham Road    Compounds not shown on map Time envisaged for construction of cut & cover tunnel ( 2.5 to 5.5 years, depending on whether work is from one or both ends ) would cause extensive disruption . Residents will require guarantees that construction traffic movements will be restricted during morning and evening rush hour periods and end of school hours to allow free access to South Heath, Great Missenden and Chesham
47.40 047+400 South Heath Green Tunnel South Heath Green Tunnel app 5 - 5.5  years (single face working), 2.5 - 2.75 years (double face working) Circa 50 Frith Hill  
48.70 048+700 Leather Lane Leather Lane Overbridge app 1.5 - 2 years Circa 50 Leather Lane (Kings Lane)   It should be possible to provide access to the compound via the haul road for all traffic, to as good a standard as Leather Lane. Access via Kings Lane / Potter Row for any purposes is unacceptable.  
48.80 048+800 Leather Lane Overbridge   app 9 - 12 months No diversion route required as offline crossing proposed. Traffic management required during construction of tie-in.   Minimal as traffic uses new road.  Existing road will be removed.   The road is single track – impose one way traffic for duration of construction ? What does “removal of old road” entail ? Ancient landscape features ( hedgerows etc ) should be preserved.  "Green" ( ie wide ) bridge requested - to create wildlife corridor
50.10 050+100 Bowood Lane Overbridge   9-12 months Temporary road closure. Diversion via A413 London Road, Rocky Lane/Chesham Lane and King's Lane.    Minimal as traffic uses new road.  
50.10 50+100 Bowood Lane Bowood Lane Overbridge, Wendover Dean Viaduct,  app 1.5 - 2 years Circa 50  Bowood Lane     
51.00
Viaduct
51+000
Wendover Dean Viaduct Launch Wendover Dean Viaduct app 1.5 - 2 years Circa 100 Haul Road
(via Rocky Lane)
  Not shown on Map 
51.90 51+900 Rocky Lane  Rocky Lane Underbridge No Data Not shown on S/sheet
51.90 Underbridge
51+900
Rocky Lane  Rocky Lane Underbridge, Wendover ATS app 0.5  - 1 year Circa 50  Rocky Lane     
52.40 52+400 Small Dean Viaduct Launch Small Dean Viaduct app 0.5 - 1 year Circa 50  Haul Road
(via Rocky Lane)
   
52.90
Viaduct
52+900
Small Dean Viaduct  Small Dean Viaduct app 1.5 - 2 years  Circa 150 Small Dean Lane     
53.00 053+000 Small Dean Lane   No data Temporary road closure. Diversion via A413 London Road and Dunsmore Lane.     Minimal as traffic uses upgraded existing road.   
53.45 053+450 (Access track)   6-9 months None, permanent diversion to be constructed prior to closure.    Minimal as traffic uses new road.  
53.60 Green Tunnel
53+600
Bacombe Road Wendover Green Tunnel, Ellesborough Road app 4.5 - 5 years (single face working), 2.25 - 2.5 years (double face working) Circa 50  Access Road
(via A413/Small Dean Lane)
   
53.95 053+950 Bacombe Lane Link   No data None   Traffic uses new link road. Approximate additional length of pemanent diversion 600m. Green tunnel will cover route of existing Bacombe Lane.   
54.20 054+200 Ellesborough Road   No data Temporary road closure. Diversion via temporary link to east of Ellesborough Road.    Minimal as traffic uses new road.   
55.30 Green Tunnel
55+300
A413 Wendover Green Tunnel app 4.5 - 5 years (single face working), 2.25 - 2.5 years (double face working) Circa 50  A413 Nash Lee Road     
55.90 Overbridge
55+900
Nash Lee Road Nash Lee Road, Nash Lee Lane , Stoke Grove ATS app 1 - 1.5 years  Circa 50  Nash Lee Lane/A413    
56.00 056+000 B4009 Nash Lee Road Overbridge   12-18 months No diversion route required as offline crossing proposed. Traffic management required during construction of tie-in.   Minimal as traffic uses new road.   
56.13 056+125 Nash Lee Lane   6-9 months None, permanent diversion to be constructed prior to closure.    Minimal as traffic uses new road.   
56.50 056+500 (Private access)   6-9 months None, permanent diversion to be constructed prior to closure.     Approximate addtional length of permanent diversion via Nash Lee Road and Nash Lee Lane 1000m.   
HS2 Ltd - November 2012