NORTHAMPTON GATEWAY SRFI TRANSPORT ASSESSMENT MAY 2018 ADC1475 TA Appendix 19 Walking, Cycling & Horse-Riding Review: Review Report
NORTHAMPTON GATEWAY SRFI TRANSPORT ASSESSMENT MAY 2018 ADC1475 TA
Appendix 19 Walking, Cycling & Horse-Riding Review:
Review Report
www.bwbconsulting.com
TRANSPORT & INFRASTRUCTURE
Northampton Gateway
Roxhill
WALKING, CYCLING & HORSE RIDING
ASSESSMENT AND REVIEW (WCHAR)
REVIEW REPORT FOR PRELIMINARY
DESIGN STAGE
B W B C o n s u l t i n g L t d : R e g i s t e r e d i n E n g l a n d 5 2 6 5 8 6 3
TRANSPORT & INFRASTRUCTURE
Northampton Gateway
Roxhill
WALKING, CYCLING & HORSE
RIDING ASSESSMENT AND
REVIEW (WCHAR)
REVIEW REPORT FOR
PRELIMINARY DESIGN STAGE
Birmingham
Livery Place, 35 Livery Street, Colmore Business
District, Birmingham, B3 2PB
T: 0121 233 3322
Leeds
Whitehall Waterfront, 2 Riverside Way, Leeds LS1
4EH
T: 0113 233 8000
London
15 Weller Street, London, SE1 1QU
T: 020 7234 9122
Manchester
4th Floor Carvers Warehouse, 77 Dale Street
Manchester, M1 2HG
T: 0161 233 4260
Nottingham
Waterfront House, Station Street, Nottingham
NG2 3DQ
T: 0115 924 1100
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DOCUMENT ISSUE RECORD
Revision Date of
Issue Status Author: Approved:
1 02/03/2018 Issued for
Approval
See Team
Statement
See Team
Statement
Limitations
This report has been prepared for the use of the Client and the Highway Authorities. No other third parties may rely
upon or reproduce the contents of this report without the written permission of BWB. If any unauthorised third party
comes into possession of this report they rely on it at their own risk and the authors do not owe them any Duty of
Care or Skill.
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CONTENTS PAGE
DOCUMENT ISSUE RECORD i
1.0 INTRODUCTION 1
Instruction 1
Objectives 1
Site Location 3
2.0 REVIEW OF ASSESSMENT REPORT 4
3.0 REVIEW OF Opportunities AGAINST SCHEME PROPOSALS 5
General Opportunities 5
M1 Junction 15 and A45 improvements (including Watering Lane) Opportunities 6
M1 Junction 15A Opportunities 7
Site, site access and A508 dualling between site access roundabout and M1 Junction
15 Opportunities 7
A508/Blisworth Road junction Opportunities 8
Roade Bypass Opportunities 9
A508/Rookery Lane/Ashton Road Opportunities 10
Grafton Regis Opportunities 10
4.0 TRUNK ROAD PROBLEMS RAISED IN THIS REVIEW 11
5.0 LOCAL ROAD PROBLEMS RAISED IN THIS REVIEW 12
6.0 WALKING, CYCLING & HORSE RIDING REVIEW TEAM STATEMENT 15
FIGURES
Figure 1 Site location plan
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1.0 INTRODUCTION
Instruction
1.1 BWB Consulting Ltd have been commissioned by Roxhill to undertake the
infrastructure design for the Northampton Gateway Strategic Rail Freight Interchange
(SRFI) and associated highway works, collectively known as “the Scheme”. A general site location plan is shown at Figure 1
1.2 The drawings listed below show the proposed highway works.
1.3 This report covers the preliminary design stage of the Northampton Gateway scheme
as a whole, including both the SRFI and the associated highway works.
Objectives
1.4 This Report results from a Walking, Cycling & Horse-riding Assessment and preliminary
design stage Review undertaken for the Scheme.
1.5 The Assessment was carried out during Autumn 2017 in accordance with HD42/17
“Walking, Cycling & Horse-riding Assessment and Review” and the Assessment Report issued in January 2018.
1.6 The guidance contained in the following standards has also been taken into account
when preparing this Review:
DMRB Advice Note: TA90/05 - The geometric design of pedestrian, cycle and
equestrian routes
DMRB Advice Note: TA91/05 - Provision for non-motorised users
Local Transport Note 2/08 – Cycle infrastructure design
Local Transport Note 1/12 – Shared Use Routes for Pedestrians and Cyclists
Northamptonshire Place and Movement Guide December 2008
Northamptonshire Highway Development Management Strategy December 2013
1.7 Guidance contained within Local Transport Note 2/04 has also been taken into
account, although much of the guidance is duplicated within the DMRB Advice
Notes referred to above.
1.8 Details of the design team are given at section 5.
1.9 The Review consisted of:
An examination of the Walking, Cycling and Horse-Riding Assessment Report
issued in January 2018
An assessment of the design against the needs of pedestrians, cyclists and horse-
riders
Discussions with Northamptonshire County Council, the local highway authority
Discussions with Highways England and their consultants
Site visits on various occasions.
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1.10 The following Scheme drawings have been reviewed as part of this Review:
Drawing Title
NGW-BWB-GEN-XX-SK-C-SK02 S3 P10 M1 Junction 15 General Arrangement
NGW-BWB-GEN-XX-SK-D-SK11 S3 P4 A508 SRFI General Arrangement
NGW-BWB-GEN-XX-SK-C-SK17 S3 P3 A508 Pury Road Junction General Arrangement
NGW-BWB-GEN-XX-SK-C-SK19 S3 P4 A508 Rookery Lane/Ashton Road Junction General Arrangement
NGW-BWB-GEN-XX-SK-C-SK23 S3 P5 A508 Blisworth Road Junction General Arrangement
NGW-BWB-GEN-XX-SK-C-SK29 S3 P4 Knock Lane/Blisworth Road Improvements General Arrangement
NGW-BWB-GEN-XX-SK-C-SK32 S3 P2 A508 Church Lane Grafton Regis General Arrangement
NGW-BWB-HGN-01-DR-C-101 P2 Highways General Arrangement 1
NGW-BWB-HGN-02-DR-C-102 P4 Highways General Arrangement 2
NGW-BWB-HGN-03-DR-C-103 P5 Highways General Arrangement 3
NGW-BWB-HGN-04-DR-C-104 P5 Highways General Arrangement 4
NGW-BWB-HGN-05-DR-C-105 P4 Highways General Arrangement 5
NGW-BWB-HGN-06-DR-C-106 P4 Highways General Arrangement 6
NGW-BWB-LSI-01-DR-C-171 P2 Access and Rights of Way Plans 1
NGW-BWB-LSI-01-DR-C-172 P2 Access and Rights of Way Plans 2
NGW-BWB-LSI-01-DR-C-173 P2 Access and Rights of Way Plans 3
NGW-BWB-LSI-01-DR-C-174 P2 Access and Rights of Way Plans 4
NGW-BWB-LSI-01-DR-C-175 P2 Access and Rights of Way Plans 5
Reg5 (2)(o) 2.11 Illustrative Masterplan P52 Illustrative Masterplan
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Site Location
1.11 See Figures 1 below.
Figure 1 – Site location plan
Reproduced from the Ordnance Survey 1:25,000 scale map with the permission of the controller of Her
Majesty’s Stationery Office Crown Copyright Reserved. OS Licence number 100013665.
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2.0 REVIEW OF ASSESSMENT REPORT
2.1 At each review stage of the WCHAR, a review of the Walking, Cycling & Horse-riding
Assessment is required and any material changes to the information contained
therein noted.
2.2 Highways England has developed a smart motorway scheme for M1 J13-16 involving
conversion of the motorway to ‘all lane running’. Advance works were started on the smart motorway in January 2018, and it is due to be complete in spring 2022. This will
have a significant effect on how this section of the M1 is maintained and may have
an impact on the Scheme where maintenance facilities need to be provided remote
from the M1 itself. For example, a maintenance lay-by may need to be provided
remote from the M1 with operatives then walking to a relevant item, such as a gantry
sign, via a dedicated route. The impact of this proposal will be reviewed at detailed
design stage. However, at this point we would note that where the Northampton
Gateway scheme interfaces with the SMP there is an opportunity for providing
improved network access to the M1.
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3.0 REVIEW OF OPPORTUNITIES AGAINST SCHEME
PROPOSALS
3.1 The opportunities presented in the Assessment Report have been reviewed and a
detailed analysis is presented below.
General Opportunities
3.2 Two general opportunities were identified. These are presented below together with
a review of whether or not each opportunity can be considered to have been
realised in the preliminary design.
Opportunity Realised? Review against the preliminary design
1 Consider extending the shared use
footway/cycleway that is currently
proposed alongside the A508 from M1
Junction 15, to provide a link with Roade
village and the facilities proposed
alongside the proposed Roade Bypass.
In part
A 3m shared use footway/cycleway is
proposed, but it is unclear on the
drawings whether it will be made
continuous (perhaps by tying into a
length of existing such facility, the status
and condition of which are unclear).
FINDING NGW_LR1
Uncontrolled crossings, reflecting likely
desire-lines, are identified at the
proposed Roade (north) roundabout
and SRFI roundabout.
Details of crossing facilities at Blisworth
Road are not clear. FINDING NGW_LR2
2 Consider providing a shared use footway/
cycleway along Collingtree Road
between Milton Malsor to Collingtree, and
to the SRFI site.
No No plans are apparent for Collingtree
Road. FINDING NGW_LR3
See also Opportunity 9
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M1 Junction 15 and A45 improvements (including Watering
Lane) Opportunities
3.3 Five opportunities were identified relating to M1 Junction 15 and the A45. These are
presented below together with a review of whether or not each opportunity can be
considered to have been realised in the preliminary design.
Opportunity Realised? Review against the preliminary design
3 Provide a safe NMU route connecting the
new shared use footway/cycleway facility
on the western side of the A508 with the
existing and proposed facilities on Saxon
Avenue and the A45, whilst
accommodating the existing desire line to
cross the northbound A45 carriageway to
the north of the existing signal controlled
crossing facility.
In part A continuous 3m shared footway /
cycleway is proposed. However, this
width is not annotated for the entire
length.
Crossings are proposed at each
carriageway crossing within the J15
complex, and these are all to be
controlled within the signal control
regime of the junction.
A controlled crossing of the two
carriageways of the A45 at the northern
edge of the proposed expanded J15,
corresponding with the desire-line, is
proposed. This is part of the footway/
cycleway from the A508 to Saxon
Avenue, and assumed to be a 3m
shared use facility although the general
arrangement drawing does not specify
this. FINDING NGW_TR1.
4 Extend the shared footway/cycleway link
on the western side of the A45 that
currently terminates at the layby, to
connect with Watering Lane and provide
appropriate crossing facilities at the
Watering Lane junction.
In part The footway/cycleway is proposed to
be extended (and a retaining structure
provided to accommodate it), but its
dimensions are not specified. FINDING
NGW_TR2.
Crossing of Watering Lane is
incorporated into the signal control
regime for the junction.
5 Maintain a footway link on the eastern
side of the A45 between M1 Junction 15
and PRoW LF2.
Yes A footway link is proposed, but footpath
LF2 is not annotated on the general
arrangement drawing. FINDING
NGW_TR3.
6 To maximise the enhanced connectively
provided by opportunity (4), confirm the
status and maintenance responsibility for
the section of off-road cycleway that is
shown on NCC’s cycle route map adjacent to the A45 linking Watering Lane
and the Wootton Interchange, and
explore the opportunity to enhance this
existing facility.
No It is unclear whether any proposals have
been made for this facility, or any
research undertaken into maintenance
responsibility. FINDING NGW_TR4.
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Opportunity Realised? Review against the preliminary design
7 To complement the relocation of the
northbound bus stop on the A45 to
Watering Lane, provide an appropriate
crossing on Watering Lane to link with the
Hilton Hotel. Extend the southern footway
to connect with the westbound bus stop.
Yes An uncontrolled crossing is proposed,
and the southern footway is shown to
extend to the westbound stop (although
this could be made clearer). FINDING
NGR_LR4
M1 Junction 15A Opportunities
3.4 One opportunity was identified for M1 Junction 15A. This is presented below together
with a review of whether or not it can be considered to have been realised in the
preliminary design.
Opportunity Realised? Review against the preliminary design
8 Provide an improved facility for
pedestrians using public footpath KX2 and
LA13 to cross the A43 at M1 Junction 15A.
Yes Uncontrolled crossings, and connecting
lengths of footway, are proposed.
However, the A43 northbound appears
to be proposed to be signalised, and a
controlled crossing may be possible/
appropriate. FINDING NGW_TR5
Site, site access and A508 dualling between site access
roundabout and M1 Junction 15 Opportunities
3.5 Seven opportunities were identified for the A508 dualling. These are presented below
together with a review of whether or not each opportunity can be considered to
have been realised in the preliminary design.
Opportunity Realised? Review against the preliminary design
9 Divert and extend public footpaths KX17
and KX13 to provide a continuous route
around the perimeter of the
Northampton Gateway SRFI site, and
consider providing a connection to
Collingtree Road and Milton Malsor (see
opportunity 2)
Yes
A continuous route is proposed on the
eastern side of the SRFI site along the
M1 boundary (effective diversion of
KX17, with added cycle facility), and a
continuous footpath is proposed on its
west side (effective diversion of KX13).
However, the route along the
southeastern side is a footway /
cycleway along the A508 and an
additional ‘footpath’ route may be beneficial. FINDING NGW_LR5
The diversion of KX13 around the north
and west of the SRFI is lengthy and will
be close to the motorway, highway
and railway corridors. FINDING
NGW_LR6.
See also opportunity 2.
10 Alter the existing public footpath that Yes The bridge is proposed to be modified
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Opportunity Realised? Review against the preliminary design
crosses the existing bridge over the M1
linking the development site with High
Street in Collingtree to become a shared
footway/cycleway, and therefore
connect the SRFI site with the wider
Northampton cycle network to the north.
Provide a direct footway/cycleway link
from this facility to the SRFI development
spine road, and the proposed facilities at
M1 Junction 15 and the A508.
for cycle use.
The proposed diversion of footpath
KX17 along a line between the M1
motorway and the SRFI site will provide
connection to the A508 at Junction 15.
The illustrative masterplan shows a
connection into the SRFI site.
11 Consider measures to mitigate the poor
the visibility along Ash Lane for cyclists
using the Watering Lane/Ash Lane/High
Street junction in Collingtree.
No No proposed work is evident at this
location. FINDING NGW_LR7
12 Widen the existing footway along the
western edge of the A508 between the
site access roundabout and M1 Junction
15 to become a shared use footway/
cycleway.
Yes A continuous 3m shared use footway/
cycleway is proposed.
13 Provide a cycleway link from the SRFI site
access to the unnamed road to Quinton
(from where access to NCN6 is
available). If provided in combination
with opportunity (1), consider converting
the traffic island at the A508/unnamed
road junction to become a refuge
sufficient to accommodate cyclists.
In port The proposed shared use footway
cycleway on the west side of the A508
will provide a link to the Quinton road,
but it is unclear whether any
improvement of the existing central
refuge is intended. FINDING NGW_LR8.
14 Provide appropriate pedestrian and
cyclist crossing facilities at the SRFI site
access, to link with the proposed
southbound bus stop and the
opportunities described at (1) and (13).
In part A pedestrian link, with controlled
crossing, is proposed, but it is unclear
whether this is to be a shared use
facility. FINDING NGW_LR9.
15 Provide a shared use footway/cycleway
linking the SRFI development zones with
the proposed shared use facilities and
bus stops on the A508.
Yes This is shown on the illustrative
masterplan.
A508/Blisworth Road junction Opportunities
3.6 Two opportunities were identified for the Blisworth road junction. These are presented
below together with a review of whether or not each opportunity can be considered
to have been realised in the preliminary design.
Opportunity Realised? Review against the preliminary design
16 To complement opportunity (1) widen the
footway through the junction to provide a
shared use footway/cycleway as part of a
connection to the village of Roade to the
south, and the development site access
roundabout to the north.
See 1
See Opportunity 1
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Opportunity Realised? Review against the preliminary design
17 Provide a pedestrian refuge on A508 as
part of junction, to assist with access to the
southbound bus stop.
No A central traffic island is provided, to
prevent right turns, but it is unclear
whether this is intended to assist, or even
be suitable for, pedestrians.
It is unclear from the drawings where the
southbound bus stop is. FINDING
NGW_LR10
Roade Bypass Opportunities
3.7 Two opportunities were identified for the Roade bypass. These are presented below
together with a review of whether or not each opportunity can be considered to
have been realised in the preliminary design.
Opportunity Realised? Review against the preliminary design
18 At the Blisworth Road roundabout on the
Roade Bypass provide appropriate
crossing points for pedestrians and cyclists
travelling across the Bypass.
Yes
A shared use footway/cycleway is
proposed around the roundabout
connecting to the facility on the north
side of Blisworth Road on the village side
of the bypass, with uncontrolled
crossings of north and east arms.
19 The Roade Bypass will impact on public
footpaths KZ30, KZ19, KZ2a and RZ3 and
public bridleways RZ1/KZ10 and RZ6.
Where diversions are required, these
should ensure that the length of the
diversion is minimised. Provide safe and
appropriate crossing facilities on the
Bypass.
In part A grade-separated (underpass) crossing
is proposed for bridleway KZ10/RZ1, with
a footway/cycleway link to the bypass.
FINDING NGW_LR11
An uncontrolled crossing with central
refuge is proposed for footpath RZ3.
Bridleway RZ6 is proposed to terminate
on the west side of the tie-in of the
bypass to the A508 Stratford Road, but
the details of how equestrians are
discharged onto the carriageway, and
of the link to the footway/cycleway
which appears to commence at this
point heading north, are unclear.
FINDING NGW_LR12
Connections are proposed to footpaths
KZ19 and KX30, and an uncontrolled
crossing linking them, across the northern
arm of the Roade (north) roundabout
making use of the splitter island.
Connections are proposed to locally
diverted footpath KZ2a, and an
uncontrolled crossing with central
refuge.
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Opportunity Realised? Review against the preliminary design
Diversion lengths are in all cases
proposed to be short.
Reference to footpath KZ12 has been
omitted from the drawings. FINDING
NGW_LR13
A508/Rookery Lane/Ashton Road Opportunities
3.8 Two opportunities were identified for the Rookery Lane/Ashton Road junctions. These
are presented below together with a review of whether or not each opportunity can
be considered to have been realised in the preliminary design.
Opportunity Realised? Review against the preliminary design
20 Provide crossing points for pedestrians
associated with the properties to the
immediate east of the junction to cross
the A508.
Yes
Uncontrolled crossings affording access
to the proposed 3m west-side footway
(prospective future cycleway) are
integrated into the single lane dualling
junction proposal.
21 Provide a facility for cyclists travelling
between Ashton Lane and Rookery Lane
(and vice versa) to cross the A508
Yes This is assumed to refer to Ashton Road.
The A508 uncontrolled crossing is
explicitly intended for cyclists, although it
is unclear whether, and to what extent,
the facilities are intended to be for
shared use to enable pedestrians to use
the crossing. FINDING NGW_LR14
Grafton Regis Opportunities
3.9 One opportunity was identified for Grafton Regis. This is presented below together
with a review of whether or not it can be considered to have been realised in the
preliminary design.
Opportunity Realised? Review against the preliminary design
22 Consider the need for a controlled
crossing on the A508 to access the
northbound bus stop.
In part
An uncontrolled pedestrian crossing has
been provided via a central refuge, but
no footway is shown linking that crossing
to the bus stop. FINDING NGW_LR15
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4.0 TRUNK ROAD PROBLEMS RAISED IN THIS REVIEW
4.1 Following a review of the scheme objectives and the identified opportunities, the
following problems have been raised. The proposed action to be taken by the
design team is recorded against each item.
4.2 Locations of problems raised are shown on drawing NGW-BWB-GEN-XX-SK-C-SK48
which is found at Appendix A.
Problem
Ref
Opportunity
Ref Problem Outcome and Actions proposed
NGW_TR1 3
A shared use footway/cycleway is
proposed from the A508 to Saxon
Avenue, but its intended width is not
always clear.
Outcome: The proposed width is 2m.
Action: Provide further width annotations
on the drawing for each section of the
shared use facility between carriageway
crossings.
NGW_TR2 4
A shared use footway/cycleway is
proposed beside the A45, but its
intended width is not stated.
Outcome: The proposed width is 3m plus
a 1.5m safety margin.
Action: Annotate the width of the shared
use facility beside the A45.
NGW_TR3 5 The link to footpath LF2 is not clear. Action: Annotate LF2 so it is clear on the
drawings.
NGW_TR4 6
The design is silent on status of and
maintenance responsibility for the
cycleway beside the A45 north of
Watering Lane.
Outcome: It has been established that this
facility is within the trunk road boundary.
The route via Collingtree is established for
cycle traffic to the SRFI and hence the
SRFI scheme does not need to meet this
opportunity. We would recommend that
this opportunity is reviewed by Highways
England for funding as part of their cycling
programme.
NGW_TR5 8
It is unclear how the uncontrolled
crossing of the A43 northbound
carriageway corresponds with the
proposed signalisation.
Outcome: The crossing will be located
beyond the stop line for the A43
Northbound approach. However, as the
crossing on the A43 Southbound is to be
uncontrolled, it is considered that the
crossing of the A43 Northbound should
also be uncontrolled.
Whilst the AADT flow for the A43
southbound would mean that an at-
grade crossing is not normally
appropriate, it is considered that a) the
scheme is an improvement over the
existing uncontrolled crossing and b) the
pedestrian flows are very low.
Action: The drawings will be annotated to
make the above clearer.
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5.0 LOCAL ROAD PROBLEMS RAISED IN THIS REVIEW
5.1 Following a review of the scheme objectives and identified opportunities, the
following problems have been raised. The proposed action to be taken by the design
team is recorded against each item.
5.2 Locations of problems raised are shown on drawing NGW-BWB-GEN-XX-SK-C-SK48
which is found at Appendix A.
Problem Ref Opportunity
Ref Problem Outcome and Actions proposed
NGW_LR1 1
A 3m shared use footway/
cycleway is proposed, but it is
unclear whether it will be made
continuous by tying into a
length of existing such facility,
the status and condition of
which are unclear.
Outcome: The proposal is for a
continuous 3m shared use footway
cycleway facility from the M1
Collingtree Footpath bridge to the
Roade Bypass (and then around
the Roade bypass).
It is noted that where it runs
alongside the existing A508 within
the existing verge the safety margin
would be 0.5 rather than the 1.5m
which will be provided where
possible. It is considered that
usage will be low and hence the
instances of pedestrians and/or
cyclists passing each other will be
low. This means that during the
majority of usage there will
effectively be a greater safety
margin as not all of the 3m width
will be required.
Action: The proposal will be made
clear on the design drawings.
NGW_LR2 1
A 3m shared use footway/
cycleway is proposed, but its
treatment at Blisworth Road is
unclear.
Outcome: A cyclist crossing of
Blisworth Road is proposed.
Action: Clarify the proposals for
crossing Blisworth Road.
NGW_LR3 2
No shared footway/cycleway is
proposed along Collingtree
Road.
Outcome: It is considered that
there is no justification for the SRFI
scheme to provide this facility and
it is an opportunity for others to
pursue. However, a footpath link
should be made from Collingtree
Road (near the railway bridge) into
the SRFI to connect to the diverted
footpath KX13.
Action: Provide the footpath link.
NGW_LR4 7
The Watering Lane footway
extension does not reach the
crossing point.
Outcome: the footway extension is
to link to the existing bus stop and
pedestrians can use the signalised
crossing facility to reach the
footway on the north side.
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Problem Ref Opportunity
Ref Problem Outcome and Actions proposed
NGW_LR5 9
The footpath diversion route
along the southeastern side is a
footway / cycleway along the
A508 and an additional
‘footpath’ route may be beneficial.
Outcome: It is agreed that an
additional length of footway is
beneficial.
Action: Provide footpath type route
through the landscaping area
between the SRFI site and the A508
(this will be part of the KX17
diversion).
NGW_LR6 9
The diversion of footpath KX13
runs close to existing motorway,
highway and railway corridors
which may result in the route
being unattractive.
Outcome: the concern is
acknowledged and the route
should be designed to be as
attractive as possible
Action: Provide more detail on the
landscaping area between the SRFI
site and the existing transport
corridor and maximise the
attractiveness of the route.
NGW_LR7 11
No improvement of visibility is
proposed at Watering
Lane/Ash Lane/High Street.
Outcome: Traffic calming and a
20mph speed limit were proposed
but are removed from the scheme
following a review with
Northamptonshire County Council.
It is considered that cyclist visibility
from High Street crossing Ash Lane
is acceptable.
NGW_LR8 13
It is unclear whether the traffic
island at the Quinton road
junction is to be adapted as a
central pedestrian refuge.
Outcome: The existing refuge
should be improved to provide a
cycle crossing
Action: Clarify the drawings to show
the design intention, providing a
central refuge for cyclists.
NGW_LR9 14
The drawings are not clear
whether pedestrian facilities at
the SRFI junction are to be
shared facilities with cyclists.
Outcome: The facilities will be
shared use except the signal
crossing which will only be for
pedestrians
Action: Clarify the drawings to show
the design intention for
footway/cycleway facilities at the
SRFI junction.
NGW_LR10 17
It is unclear whether the traffic
island at the Blisworth Road
junction is intended for
pedestrian use. No route to the
bus stop is shown.
Outcome: A crossing should be
provided along with a link to the
bus stop
Action: Amend the design to
provide an island suitable for
pedestrian use, and identify the bus
stop clearly on the drawing.
NORTHAMPTON GATEWAY
PRELIMINARY DESIGN WCHAR
MARCH 2018
NGW-BWB-ENM-XX-RP-C-100-S4-P1
14
Problem Ref Opportunity
Ref Problem Outcome and Actions proposed
NGW_LR11 19
The width of the proposed link
from the Roade bypass to
bridleway KZ10/RZ1 is unclear.
Outcome: The proposed width is
3m. Consideration was given to
bridleway status but rejected on
the basis that this could lead horses
onto the A508 where there are no
equestrian facilities proposed.
Action: Show the width of this short
link on the design drawings.
NGW_LR12 19
The means of discharging
equestrians onto the
carriageway, and the link
between bridleway RZ6 and
the footway, are unclear at the
tie-in of the Roade bypass to
Stratford Road.
Outcome: The existing bridleway
terminates on the A508 and there
are no onward facilities for walkers,
cyclists or horse-riders. The
proposed design would provide a
shared use footway/cycleway from
the end of the bridleway
connecting into the wider facility
being constructed as part of the
Roade Bypass.
Action: clarify the design drawings
to show how the end of bridleway
RZ6 is to be treated, and how it is to
connect with the footway /
cycleway to the north.
NGW_LR13 19 Reference to footpath KZ12 is
omitted from the drawings. Action: Add footpath KZ12.
NGW_LR14 21
It is unclear whether, and to
what extent, footways at the
Rookery Lane and Ashton Road
junction are intended for use by
pedestrians in conjunction with
the central island.
Outcome: The east-west Rookery
Lane to Ashton Road (and vice
versa) route is intended for both
pedestrians and cyclists.
Action: Clarify the design to show
the footways and cycleways
around the junctions.
NGW_LR15 22
An uncontrolled crossing of the
A508 via a central refuge is
shown at Grafton Regis, but no
linking footway is shown to the
bus stop.
Outcome: A footway should be
provided
Action: Add a footway linking the
central refuge to the bus stop.
NORTHAMPTON GATEWAY
PRELIMINARY DESIGN WCHAR
MARCH 2018
NGW-BWB-ENM-XX-RP-C-100-S4-P1
15
6.0 WALKING, CYCLING & HORSE RIDING REVIEW
TEAM STATEMENT
6.1 We confirm that we have examined the Scheme details with the specific purpose of
identifying any issues that could improve conditions for walking, cycling and horse
riding, in particular responding to each Opportunity identified in the Walking, Cycling
and Horse-Riding Assessment Report, and identified the outcomes and actions taken
or which will be taken.
Lead assessor
Stuart Dunhill BEng (Hons), PhD, CEng, MICE
Design team leader:
Simon Hilditch MEng (Hons) CEng MICE MCIHT
Design team member:
Alan Darby BSc.(Hons) MA FRICS MAPM MCIHT
Design team member:
Peter Goodyear
Digitally signed by
Simon Hilditch
Date: 2018.03.02
13:15:46 Z
NORTHAMPTON GATEWAY
PRELIMINARY DESIGN WCHAR
MARCH 2018
NGW-BWB-ENM-XX-RP-C-100-S4-P1
16
APPENDIX A
Drawing NGW-BWB-GEN-XX-SK-C-SK48: Preliminary Design WCHAR Review Location of
Problems
Po
nd
MP
.7
5
Po
nd
Sloping masonry
MP
.7
5
Sloping masonry
SL
Tra
ck
Roade Cutting
Po
nd
Court
eenhall
Bridge
MP
61
Ta
nks
120.7
m
SL
BP
Co
urt
ee
nh
all
Brid
ge
Co
tta
ge
Track
1.2
2m
RH
Def
11
7.7
mM
P 6
1Ma
st
Lig
ht
FW
Path
(um
)
We
st
Lo
dg
e
Sig
na
l
Ta
nk
15
Un
d
26
36
82
.7m
60
36a
28
70
27
30
82
.0m
Ga
ntr
y
AS
H L
AN
E
19
60a
89.5
m
COLLIN
GTREE
Und
48ASH LANE
17
85
.5m
Mill
sto
ne
s
64a
CO
UR
T
60b
64
11
FF
Ma
ple
Co
urt
The O
ld F
arm
house
73
29-3
1
Track
46
38
33
82
54
Pat
h (u
m)
Ma
st
MP
.5
Def
Po
nd
57
24
Sloping masonry
28
60
286
1
DON
St M
ary's
Way
Ce
ntr
e
11
4.3
m
14
Pla
yin
g F
ield
ED
Bdy
LON
Path (um)
51
Pat
h (u
m)
Track
24
Track
El
Su
b
59
Wh
ite
Ho
use
Fa
rm
Po
nd
31
45
39
Def
Po
nd
17
ROAD
Co
urt
s BA
ILE
Y B
RO
OK
S L
AN
E
NORTHAMPTON ROAD
11
5.5
m
Com
munity
SM
29
32
Tra
ckS
ta
45
35
1.2
2m
RH
72
37
Te
nn
is
23
Sloping masonry
26
47
Woodle
ys F
arm
Lo
dg
e
11
5.5
mF
arm
Co
tta
ge
s
Sp
inn
ey
CO
UR
TE
EN
HA
LL R
OA
D
Ga
me
ke
ep
ers
Th
e
Th
e W
ake
Ro
un
d C
lum
p
Po
nd
s
Lo
dg
e
House
We
st
Lo
dg
e
Issu
es
Co
tta
ge
Po
nd
Tra
ck
Mill
er's
A 508
4
Po
nd
Co
tta
ge
86
.9m
Wa
term
ill S
pin
ne
y
School
86
.6m
Old SchoolTrack
Ga
rde
n
Cottage
Brickh
ill
Drive
Sp
inn
ey
Win
dm
ill S
pin
ne
y
87
.5m
Hall
Kn
ot
Ho
me
11
1.9
m
1
Po
nd
Po
nd
86
.6m
14
El
ED &
War
d Bdy
BA
SS
ET
T C
OU
RT
Deepin
g
Sta
15
16
7
El S
ub
Sta
ES
Ss
1
Ho
tel
Ho
tel
Ga
ntr
y
Su
b
Drain
34
38
A45
23
FB
83
.5m
Re
cre
atio
n G
rou
nd
7a
11
Old
En
gla
nd
22
31
1
ED
& W
ard
Bdy
Sta
tio
n
56
37
FF
23
Wate
r
3A
3
81
.8m
1
28
40A
Tank
23a
(PH
)
59
Track
Pla
y A
rea
14
Te
nn
is
9
Wo
od
en
Wa
lls O
f
6
1
12
18
Shelte
r
FB
44a
65
1
33
Ha
ll
44
7
16
AS
H L
AN
E
FB
Co
Con
st, C
P &
ED B
dy
63
67a
Ho
tel
45
M 1
14
Issu
es
153
Dra
in
19
150
77
.5m
36
6a
TOMS CLOSE
HIGH STREET
Co
urt
s
15
3
12
Pa
th (
um
)
Fill
ing
21
6
20
18
5
Allo
tme
nt
Ga
rde
ns
11
160
35
31
GLE
BE F
ARM
CLO
SE
Wate
r
Po
nd
s
Dra
in
Pa
th (
um
)
6
29
49
TC
B
55
15
8
12 M 1
67
WATE
RIN
G L
ANE
11
15
17
7
147
81
.2m
39
69
16
FB
AP
PLE
BA
RN
CLO
SE
1a
LB
4
14
2
Cemete
ry
25
2
43
23
29
Hom
e F
arm
Po
nd
Da
iry C
otta
ge
M 1
Stm
p
Stm
p
Stm
p
Stm
p
Stm
p
Sv
Sv
Sv
Sv
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
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:T
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TH
:
TH
:
TH
:
TH
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TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
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:
TH
:T
H:
TH
:
TH
:T
H:
TH
:
TH
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TH
:
TH
:
TH
:
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
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PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
So
Bg
MH
Cb
ox
Cb
ox
Fh
Ga
s
Ga
s
Ga
sGa
s
Ga
s
Gm
kr
Bu
s
Tp
IB
IB
Lb
CC
TV
ICU
10
5.6
7
11
5.9
5
11
9.3
5
12
1.7
1
10
9.3
8
10
8.8
9
11
7.6
6
13
5.1
6
13
2.6
0
12
8.6
0
13
0.8
1
12
9.2
3
13
0.2
0
13
0.2
3
13
1.4
5
12
8.6
2
12
9.0
4
12
9.0
7
12
7.6
6
12
6.9
0
12
7.7
912
7.1
3
12
6.9
31
27
.29
12
7.6
4
13
3.9
8
13
3.3
4
12
6.0
5
12
6.8
1
11
7.4
9
11
7.2
4
11
6.2
3
11
6.4
8
13
2.2
5
13
1.4
4
13
7.7
6
13
8.9
8
11
4.4
0
13
8.0
3
13
5.9
9
13
2.6
9
13
4.2
2
13
3.9
3
13
5.4
5
13
4.3
81
29
.56
12
9.6
9
13
1.6
7
12
9.9
0
13
6.2
0
13
7.1
41
38
.49
13
3.4
8
13
3.6
4
12
8.5
6
87
.80
87
.41
87
.93
87
.18
87
.47
87
.72
86
.87
86
.72
86
.82
86
.77
87
.14
87
.44
87
.11
87
.32
87
.55
87
.61
87
.48
87
.48
87
.10
82
.18
81
.93
81
.86
81
.78
81
.55
81
.36
81
.31
81
.28
81
.43
81
.37
Ø15
0
Ø10
0
Ø10
0
SLO
W
SLO
W
M1
M1
M1
NO
RTH
SO
UTH
A508
SO
UTH
GP
AR
K
Gy
Lp
Lp
M1
M1
SOUTH
SOUTH
M1 N
A45
S
A508
M1 NORTH
A45
NORTH
M1
NORTH
A45
A45
M1
SOUTH
A45
A508
SOUTH
A45
A508
A45GRANGE
PARK
A45
A45
M1
SOUTH
GRPARK
A45
NORTH
ONLY
A45
NORTH
ONLY
M1
SOUTH
GRPARK
A45
NORTH
ONLY
A45
GRANGE
PARK
A508
GRANGE
PARK
GRANGE
PARK
ONLY
GRANGE
PARK
ONLY
M1 SOUTH
A508
ONLY
M1 SGRANGE
PARK
M1SOUTHA508
M1NORTH
M1
NORTH
M1
SOUTH
A508
M1 S
GRANGE
PARK
M1 N
A508
SOUTH
M1
NORTH
A45 M
M1
NORTH
ONLY
A508
SOUTH
M1 N
A45
NORTH
M1 NA508
SOUTH
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
GyG
y
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy Gy
Gy
Gy
GyG
y
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
MH
MH
IC
Eb
ox
Cb
ox
Cb
ox
Cb
ox
Cb
ox
Cb
ox
Cb
ox
Mkr
Mkr
Fh
DP
DP
Po
st
Po
st
Po
stP
ost
Po
st
Po
st
Po
st
Po
st
Po
st
Po
st
Po
st
Po
st
Po
st
Po
st
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp S
p
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Tp
Tp
Tp
Tp
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
TL
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
vP
Inv
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
vPIn
v
PIn
v
PIn
v
PIn
vPIn
v
PIn
v
PIn
v
PIn
v
PIn
v
WL
WL
WL
WL
WL
TH
L
TH
L
TH
L
TH
L
Vp
IB
IB
IB
IB
IB
IB
IB
IB
IB
Sta
y
Sta
y
Sta
y
Stm
p
Stm
p
Stmp
CC
TV
CC
TV
ICU
Sa
p
So
So
TS
TS
TS
Er
Er
Bu
sh
Bu
sh
Bu
sh
Bu
sh
Bu
sh
Bu
sh
Bu
sh
GH
2
84
.35
8
GH
3
86
.10
9
GH
1
81
.60
7
GH
4
93
.76
0
GH
5
98
.58
4
GH
6
10
1.5
31
GH
9
90
.39
8
GH
10
88
.57
8
GH
11
86
.66
5
GH
12
88
.47
9
GH
13
84
.19
8
GH
14
83
.19
8
GH
15
84
.19
3
GH
16
82
.32
5
GH
6A
96
.55
4
GH
6B
93
.13
9
GH
2A
84
.67
6
GH
2B
85
.20
5
GH
2C
88
.36
0
GH
10
0
81
.80
8
GH
10
1
85
.72
3
GH
10
2
86
.36
3
GH
10
4
86
.80
4
GH
10
5
87
.33
6
GH
10
68
6.3
22
GH
10
7
85
.82
6
GH
10
8
85
.92
2
GH
10
9
86
.26
3
GH
11
0
85
.81
9
GH
11
1
86
.13
7
GH
11
2
86
.66
6
LP
1
82
.45
0
96
.36
85
.06
85
.02
84
.05
ICIC
IC
MH
CT
VCT
V
CT
V
BT
Sig
n
Sig
n
Sig
n
El
MH
MH
Sig
n
BT
BT
BT
MH
MH
Sign
Sign
Sign
El
CV
R
Sig
n
Sig
n
El
MH
El
MH
El
El
MH
MH
MH
El
Cb
ox
Cbox
MH
BT
MH
Sig
n
Sig
n
MH
Sig
n
El
Sig
n
Cb
ox C
bo
x
Cb
ox
Cbox
Cbox
MH
MH
Cb
ox
Cb
ox
Cb
ox
Cb
ox
MH
CV
R
MH
MH
MH
MH
MH
Sig
n
CV
R
MH
Sig
n
BT
BT
Sig
n
BT
BT
BT
BT
BT
BT
Sig
n
BT
MH
Sig
n
Sig
n
El
MH
BT
CV
R
CV
R
MH
Sig
n
Sig
n
BTB
T
Sig
n
BT
Sig
n
CV
R
El
Cb
ox
MH
MH
CTV
MH
El
MH
Sig
n
MH
MH
Sig
n
Sig
n
El
MH
MH
MH
MH
Sig
n
El
BT
Sig
n
MH
Sig
n
MH
MH
Sig
n
El
El
Cb
ox
Cb
ox
Sig
n
MH
El
Sig
n
MH
MH
MHC
TV
El
MH
MH
BT
El
Cb
ox
MH
Sig
n
El
CT
V
CT
V
CT
V
PIn
v
PIn
v
IC
BT
IC
El
Cbox
To
p o
f m
ast:
10
5.7
0C
box
Sig
n
Gy
MH
MH
MH
MH
MH
B-B
ENV
ENV
Sig
n
El
Sig
n
MH
E:
E:
E:
E:
E:
E:
R:
R:
R:
R:
R:
R:
10
0.9
4
96
.30
94
.51
98
.91
92.4
5
91.9
5
99.2
0
102.7
2
101.2
9
98.1
3
93
.35
91
.21
89
.29
88
.84
91.9
2
93.5
1
92.4
3
93.08
92.71
91.02
92.07
91.22
91.67
87
.27
89
.15
91
.87
90
.08
90.62
92.42
O/H
Cable
s
O/H
Cable
s
O/H Cables
O/H Cables
O/H Cables
Ep
CV
R
B-B
JK
81
21
.79
7
JK
7
12
0.3
63
JK
81
12
1.5
96
JK
82
12
1.4
41
JK
83
12
2.4
41
JK
84
12
1.0
51
RB
61
20
.83
9
JK
91
20
.00
7
JK
6
11
4.3
74
JK
51
10
.95
1
JK
4
11
2.2
58
JK
3
10
4.3
33
JK
2
96
.72
7
JK
1
90
.44
5
GH
3A
88
.36
0
GH
2B
85
.18
8
JK
10
11
5.8
03
GH
28
4.3
58
DE
4
88
.98
5
DE
58
9.9
61
DE
1
85
.56
1
DE
2
91
.82
9
DE
3
86
.38
0
P1
11
9.2
81
P2
11
6.2
28
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
GyG
y
Gy
Gy
Gy
Gy
Gy
GyG
y
Gy
Gy
Gy
Gy
Gy
Gy
GyG
y
Gy
Gy
Cb
ox
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Sp
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
vPIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
vPIn
v
BG
18
7.9
80
BG
28
6.6
49
BG
3
83
.88
6
BG
48
4.9
44
86
.76
86
.31
85
.97
85
.52
84
.96
84
.52
87
.22
86
.79
86
.61
86
.33
86
.15
85
.87
85
.56
85
.23
86
.57
87
.38
87
.25
84
.01
83
.47
82
.92
82
.38
81
.81
84
.87
84
.50
84
.20
83
.89
83
.40
82
.84
82
.25
84
.80
84
.22
83
.30
82
.74
81
.83
81
.26
80
.98
80
.93
80
.94
85
.588
5.4
2
84
.86
BU
S
ST
OP
Ø0.1
Ø0.1
Ø0.1
Ø0.1
Ø0.1
Ø0.1Ø0.22
5
Ø0.22
5
Ø0.1
Ø0.1
Ø0.1Ø
0.1Ø0.1
MHGa
sGa
s
Ep
Ep
86
.89
86
.76
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Sv
Fh
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Tp
Bo
ll
Bo
ll
Bo
ll
Bo
ll
Bo
ll
Bo
ll
Bo
ll
82
.23
82
.06
82
.04
82
.23
82
.10
81
.99
81
.89
81
.77
82
.11
81
.84
82
.06
82
.16
82
.1682
.18
82
.25
82
.36
82
.09
82
.16
82
.37
81
.99
81
.80
81
.72
81
.73
82
.07
81
.93
81
.58
81
.64
81
.56
81
.57
81
.81
81
.72
82
.17
82
.16
82
.03
82
.71
Gy
BgB
gBg
Bg
Bg
Bg
Bg
Bg B
g
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Mkr
Mkr
Sv
Sv S
v
Fh
Fh
Ga
sGa
s
Ga
s
Po
st
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Tp
Tp
Tp
Tp
Tp
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
Bo
ll
Bo
ll
Bo
ll
Bo
ll Bo
ll Bo
ll
Bo
ll Bo
ll
Bo
ll
Bo
ll
Bo
llB
oll
Bo
llB
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Bo
ll
Bo
ll
Stm
p
CC
TV
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
91.6890.3790.0589.83
89.64
90.10
89.5
5
89.5
4
90.71
92.11
94.68
102.86
100.44
99.04
95.76
96.89
97.57
98.19
98.97
99.62
100.40
101.25
103.89
104.57
105.18
105.63
106.35
107.40
108.77
11
2.6
211
2.7
6
WL
So
So
79
.41
79
.42
78
.38
Lp
Sp
Tp
83
.63
83
.45
LS
T
Db
ox
Axl
10
3.2
2
10
4.1
4
PIn
vP
Inv
PIn
v
PIn
vP
Inv
PIn
vP
Inv
PIn
vP
Inv
PIn
vP
Inv
PIn
v
PIn
v
Db
ox
Db
ox
Db
ox
Axl
PM
P
GR
21
10
4.2
74
GR
22
10
5.4
72
GR
23
10
5.2
56
GR
24
10
5.0
30
GR
25
10
4.8
59
10
4.4
2
10
4.2
6
10
4.5
1
10
4.5
4
10
4.7
2
10
4.9
2
116.94
116.06
115.58
116.9
3
115.7
2115.3
1
116.94
115.49
114.85
116.9
7
115.3
0
114.7
8
St
Sp
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
11
4.9
2
11
4.9
8
Sv
Lp
Lp
Lp
Sp
Sp
Sp
Sp
Gy
Gy
Gy
Gy
Gy
Gy
PIn
v
PIn
v
PIn
v
PIn
v
Bg
Bg
Bg
MkrFh
BH
GrL
81
.27
80
.71
80
.14
81
.71
81
.12
82
.27
83
.46
82
.39
81
.70
82
.33
PIn
vPIn
vPIn
vS
o
Ta
rma
c
A45
TR1A45
TR3
A45
TR2
A45
TR4
A508
LR02
A508
LR01
C67
LR03
C67
LR04
A508
LR05
C67
LR07 A508
LR08
A508
LR10
A508
LR09
GR
ID
NO
RT
H
A508
LR06
M1 J15 & A45Major Upgrade
SRFI
A508 Dualling
A508 Blisworth RoadJunction Improvement
Site AccessRoundabout
Blis
worth
Road (C
ourte
enhall)
A508 Northampton Road
A508
A508
J15
M1
SO
UTH
BO
UND
M1
NO
RTH
BO
UND
A45
Saxon A
venue
COLLINGTREE
C67 A
sh L
ane
WCML Northampton Loop
West Coast M
ain Line
C67 W
ate
ring L
ane
GRANGEPARK
Cutlin
e A
High Street
A508
LR01
A508
LR01
Po
nd
Track
79
.6m
Ca
na
l
Wo
rks
Filt
er
Be
ds
Bollards
Tow
ing P
ath
Sto
ke B
ruer
ne
Po
nd
Se
wa
ge
Cricket G
round
83
.0m
Lo
ck
Po
nd
Slu
dg
e T
an
k
84
.0m
Po
nd
Drain
Po
nd
GP
(Ca
rava
n S
ite
)
LB
Po
nd
s
Po
nd
Ta
nks
Th
e H
om
e F
arm
83
.7m
Bo
llard
s
Dis
mantled R
ailw
ay
Po
nd
GP
RO
OK
ER
Y L
AN
E
FB
Issu
es
Pat
h (u
m)
BLISW
ORTH ROAD
Wa
ter
(Po
nd
)
Issu
es
Tra
ck
54
1.2
2m
RH
33
Will
ow
Lo
dg
e
Hyd
e F
arm
6A
Pp
8A
28
23
24
22
Tra
ck
8
Do
ve
co
te
Hyd
e
Fa
rm
Fa
rm42
14
12
3.1
m
99
.0m
81
.2m
CS
78
.6m
CS
ED
& W
ard
Bdy
81
.8m
AS
HT
ON
RO
AD
91
.1m
Track
A 5
08
Def
Issu
es
Tk S
Tk S
CS
Def
Po
nd
Sh
ee
p
Path
(um
)
Drain
FB
Po
nd
Ward
Bdy
Track
CS
Dra
in
Def
CS
10
4.0
m
Tk SD
ips
Path (um)
Tk S
CS
Po
nd
Track
CS
Pond
CS
17
7
41
16
10
RO
10
9.7
m
Dra
in
18
Path
19
71
35
17
ES
S
8
11
24
2
2
1
15
Apple
Tre
e C
ott
13
LB
15
33
19
Fill
ing
20
PW
24
1
15
15
10
47
11
7
12
10
The E
lizabeth
Woodvill
e S
chool
40a
10
22
36
10
7.6
m
14
13
27
34
1
53
34
15
HYDE CLOSE
11
PR
IOR
Y C
RESC
EN
T
9
1
8
13
1 to 25
31
24
CR
OFT L
AN
E
45 to 61
1
30
Pa
vili
on
3a
5
11
41a
1
63
19
39
11b
29
38
2
37
Caro
use
l Cottage
28b
3
35
BUTLINS LA
Ga
s G
ov
42
15
11
69
2
11
1.9
m
DOVECOTE ROAD
1
5
17
70
LB
21
THE C
LOSE
14
24a
Shelter
28
22
3
39
34
10
7.3
m
12
ABBEY
89
35
ES
S
5
Dis
mantle
d R
ailw
ay
55
a
2
27
30
21
2
32
10
TH
E R
IDIN
GS
Sh
elte
r
29
14
Ho
use
5
59
ES
S
5 to 11
STRATFORD ROAD
Sh
elte
r
11
14
Fo
otb
rid
ge
7
12
SW
ALE
CLO
SE
34
25
18
22
45
LONDON ROAD
23
1
WA
LK
ER
S W
AY
Recre
ation G
round
15
40
59
14
19
El Sub Sta
17
8
56
Cric
k H
ouse
ABBOTS WAY
38
25
Reu
ben
Hou
se
22a
19a
2
43
11
14
41
ST
UR
GE
SS
WA
Y
7
11
17
24a
25a
Track
11
25
2
2
1
24
39
Cro
ftsi
de
20
48
43
11
Ch
urc
h V
iew
Ch
urc
h
44
30
62
Slip
e F
arm
SL
29
GRAFTON ROAD
36
17
29
El
TC
B
24
31
11
Sw
an
ing
s
15
2
15
PO
HYD
E R
OAD
53
Po
lice
MP
60
.25
2
15
15
WALLW
IN C
LOSE
20
Sta
40
15
Tra
ck
22
28
10
Path
47
33
26
26
24
1
18
3
12
15
2
17a
b
27
Issu
es
81
Ro
ad
e
11
3.1
m
Th
e
MP 60
1
16
25
2
20
21
CH
UR
CH
CR
OF
T
9
Pla
ygro
und
4
4
27
6
FIE
LD
VIE
W
26
23
1 to 3
18a
Me
ws H
ou
se
22
11a
7
SWAN LANE
Pa
vili
on
Def
4
11
Roade Cuttin
g
12a
1
CH
AP
LIN
S D
RIV
E
20
Bla
nd
ford
1
1
38
11a
46
36
18a
4
15
Wat
son
Hou
se
Sw
imm
ing
Po
ol
61 to 65
4
12
Tra
ck
37
Ro
ad
e H
ou
se
11
Su
rge
ry
5
20
5
12
15
25
Stephenson Court
16a
111.6m
50
11
2.5
m
A 508
37
1
St
Ma
ry's
47
THE RID
INGS
26
El S
ub S
ta
28
3
Odi
le H
ouse
2
21
21
18
AD
HOE WAY
47
23a
20
2
FB
11
15
20
12
Jubile
e C
ottage
1
3
THE LEYS
4
6
9
39
MP .7
5
32
5
Orc
ha
rd F
arm
Ho
use
21 21a
11
0.6
m
21
4
7
Ward
Bdy
14
Ga
rag
e
16
2
Pp
12
9
5
27
Su
b S
ta
19
38
10
4
2
El
Sp
ort
s F
ield
17
LB
Sta
tion
113.
4m
11
21
QUAR
RY V
IEW
Track
28
33
2 to 6
SL
11
4.0
m
14
48
2
1
25
18
23
Anvi
l Cottage
1
1
3
10
17
15
30
1
59
ORCHARD WAY
37
8
36
Th
e G
ate
ho
use
6
32
17
19 19a
14
38
12
10
12
CS
51
Sh
elte
r
53
36
8
41
15
22
Path
54
15
2
8
12
40
51
52
28a
8
GLE
BE RO
AD
43
52
Pat
h (u
m)
49
CHURCH END
80
LB
25
4
3
Lib
rary
10
11
15
63-79
11
46
11
10
10
HIG
H S
TR
EE
T
22
Sin
ks
14
Dismantled Railway
19
Su
b
14
11
9
45
15
LB
11
2.5
m
11
57
104
24
4460
28
15
61
1
DON
St M
ary's
Way
Ce
ntr
e
1
14
46
32
2
LON
51
8
25
24
Track
Su
b S
ta
El
Su
b
7
59
El
16
31
2
11
23
45
96
39
HYDE CL
39
5
17
ROAD
Co
urt
s BA
ILE
Y B
RO
OK
S L
AN
E
A 508
7
41
BAILEY BROOKS CLOSE
9
24
Com
munity
21
29
Tith
e W
ay
32
Tra
ckS
ta
Sloping masonry
45
Ivy D
en
e
35
37
Te
nn
is
23
27
26
47
39
Stm
p
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Ep
Sp
Sp
Sp
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:T
H:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
TH
:
Po
st
Po
st
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v PIn
v
So
Sta
y
Sta
y
12
9.4
9
13
4.4
6
12
7.7
9
13
5.3
8
12
7.4
4
13
0.4
8
13
0.7
7
13
0.3
8
12
9.1
3
13
2.0
11
32
.04
13
1.7
9
13
3.9
7
13
3.2
1
13
1.2
6
13
4.5
7
12
8.6
0
13
0.8
1
12
9.2
3
13
0.2
0
12
5.7
2
12
2.3
4
12
3.9
5
12
8.6
4
12
5.9
8
G3
.8
40
0
MG
Hed
ge h
t 2.1
m
Hed
ge h
t 2.5
m
Hed
ge h
t 2.4
m
Post & W
ire h
t 1.1
m
G2
.0
G2
.3
MG
G2
.6
Un
ab
le t
o s
urv
ey
du
e t
o d
en
se
ve
ge
tatio
n
Un
ab
le t
o s
urv
ey
du
e t
o d
en
se
ve
ge
tatio
n
Un
ab
le t
o s
urv
ey
du
e t
o d
en
se
ve
ge
tatio
n
Un
ab
le t
o s
urv
ey
du
e t
o d
en
se
ve
ge
tatio
n
Hedge ht 1.8m
Post & Rail ht 1.2m
Post & R
ail ht 1
.2m
Post & Rail h
t 1.2m
Post & Rail ht 1.2m
Post & Rail ht 1.2m
Post & Rail ht 1.2m
Dilapidated fence
De
nse
wo
od
lan
d
De
nse
wo
od
lan
d
De
nse
wo
od
lan
d
Post
& R
ail
ht 1.2
m
Tra
ck
Tra
ck
Tra
ck
Post & W
ire h
t 1.2
m
Post & W
ire h
t 1.2
m
Post &
Wire
ht 1
.2m
Pos
t & W
ire h
t 1.2
m
Post & W
ire ht 1
.2m
Post & W
ire ht 1
.2m
Post & Wire ht 1.2m
Post & Wire ht 1.2m
Pos
t & W
ire h
t 1.2
m
Post & W
ire ht 1
.2m
Post & W
ire ht 1
.2m
Post & W
ire h
t 1.2
m
Pos
t & W
ire h
t 1.2
m
Post &
Wire
ht 1
.2m
Post &
Wire
ht 1
.2m
Pos
t & W
ire h
t 1.2
m
Pos
t & R
ail h
t 1.2
m
Post &
Wire h
t 1.2
m
Post &
Wire h
t 1.2
m
Post &
Wire h
t 1.2
m
Pos
t & W
ire h
t 1.2
m
Pos
t & W
ire h
t 1.2
m
Pos
t & W
ire h
t 1.2
mPos
t & W
ire h
t 1.2
m
Post & W
ire ht 1
.2m
Post & W
ire ht 1.2m
Post & W
ire ht 1
.2m
Post & W
ire h
t 1.2
m
Post
& W
ire h
t 1.2
m
Post &
Wire
ht 1
.2m
Hed
ge h
t 2.5
m
Hed
ge h
t 2.5
m
BT
Sig
n
Hedge ht 2
.5m
Hedge ht 3.1m
Hedge ht 3.1m
Hedge ht 2.5m
Hedge ht 2.5m
Hedge ht 2.5m
Hed
ge h
t 2.5
m
Sig
n
Gra
ss
Gra
ss
Gra
ss
Gra
ss
De
nse
ve
ge
tatio
n
Post & W
ire ht 1
.2m
Post & W
ire h
t 1.1
m
Post & W
ire h
t 1.1
m
Post & W
ire h
t 1.1
m
Post &
Wire
ht 1
.1m
Post
& W
ire h
t 1.1
m
Pos
t & W
ire h
t 1.1
m
Post &
Wire
ht 1
.1m
Pos
t & W
ire h
t 1.1
m
Hedge ht 3
m
Hedge ht 3
m
Stile
RB
6
12
0.8
39
RB
51
21
.37
9
JK
85
11
8.6
90
JK
86
11
4.0
69
JK
87
11
7.3
51
JK
88
11
8.4
23
JK
89
11
8.1
34
JK
90
11
4.0
70
JK
91
11
0.8
34
G1
11
10
6.1
35
G1
10
10
4.7
55
RB
11
16
.13
5
RB
2
11
8.5
81
RB
3
11
8.8
81
RB
4
11
9.8
23
12
6.2
7
12
7.1
2
12
7.0
5
12
6.9
6
600Ø
600Ø
600Ø
600Ø
200Ø
400Ø
400Ø
400Ø
500Ø
500Ø
12
5.5
5
12
5.8
8
12
6.2
6
12
6.9
0
12
7.2
3
12
8.9
7
Section
RS71
07.12.
16
Section
RS70
07.12.
16
Section
RS69
07.12.
16
Section
RS68
07.12.
16
Section
RS67
07.12.
16
Section
RS66
07.12.
16
Section
RS65
07.12.
16
Section
RS64
07.12.
16
Section
RS63
07.12.
16
Section
RS62
07.12.
16
Section
RS61
07.12.
16
Section
RS59
07.12.
16
Section
RS58
07.12.
16
Section
RS57
07.12.
16
Section
RS56
07.12.
16
Section
RS55
07.12.
16
Section
RS54
07.12.
16
Section
RS53
07.12.
16
Section
RS60
07.12.
16
Section
RS52
22.12.
16
Section
RS51
22.12.
16
Section
RS50
22.12.
16
Section
RS49
22.12.
16
Section
RS48
22.12.
16
Section
RS47
21.12.
16
Section
RS46
21.12.
16Sec
tion RS
4521.
12.16
Section
RS44
21.12.
16
Section
RS43
21.12.
16
Section
RS42
21.12.
16
Section
RS41
21.12.
16
Section
RS40
21.12.
16
Section
RS39
21.12.
16
Section
RS38
21.12.
16
Section
RS37
21.12.
16
Section
RS36
21.12.
16
Section
RS35
21.12.
16
Section
RS34
21.12.
16
Section
RS33
21.12.
16
Section
RS32
21.12.
16
Section
RS31
21.12.
16
Section
RS30
21.12.
16
Section
RS29
21.12.
16
Section
RS28
21.12.
16
Section
RS27
21.12.
16
Section
RS26
21.12.
16
Section
RS25
21.12.
16
Section
RS24
21.12.
16
Section
RS23
21.12.
16
Section
RS22
21.12.
16
Section
RS21
21.12.
16
Tp
Tp
Tp
Tp
Tp
Sta
y
Sta
y
P\W
ht
1m
P\W
ht
1m
CL
:
Su
mp
:
CL
:
Su
mp
:
UP SLOW
DOWN SLOW
Flo
od
ed
UT
S
Flo
od
ed
UT
S
ELR: HNR
PIn
v
PIn
v
10
4.2
6
Su
mp
:3
25
dia
UP FAST
DOWN FASTELR: LEC1
Ballast s
houlder
Ballast shoulder
Cable duct
32
5d
ia
Brick retaining wall
CL
:
Retaining wall and botto
m of bank lin
e / levels
taken from re
motely scanned data -
Further s
urvey may be re
quired fo
r critic
al
design stage.
Lower wall o
bstructed - n
o survey
Ep
Sta
y
Ma
ture
he
dg
elin
e
Ma
ture
he
dg
elin
e
Ma
ture
he
dg
elin
e
Co
ncre
te
BT
BT
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Mkr
Mkr
St
St
StSt
Fh
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Tp
Tp
Tp
Tp
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
Bo
E:
Av
R:
10
5.6
2
10
5.6
9
10
5.2
2
10
4.8
0
10
5.3
4
11
0.0
1
10
9.2
8
99
.75
97
.90
99
.48
10
2.2
1
97
.09
95
.31
90
.59
92
.98
95
.06
96
.54
88
.35
78
.55
78
.64
78
.97
79
.60
80
.75
81
.89
83
.18
84
.63
86
.39
SLO
W
He
dg
e h
t
1.8
m
He
dg
e h
t
2.6
m
He
dg
e h
t1
.8m
Wa
ll h
t
1.3
m
Ø15
0
IC
Sig
n
Sig
n
BT
Ch
evro
ns
Sig
n
Sig
n
BT
BT
BT
SLO
W
BT
Sig
n
BT
BT
Sig
n
CT
V
BTC
TV
BT
BT
Sig
n
Sig
n
BT
CT
V
BT
BT
Sig
n
Sig
n
Ch
evro
ns
Ø0.25
Ch
evro
ns
Ø0.25
Ø0.15
Ma
ture
he
dg
elin
e
He
dg
e h
t1
.8m
De
nse
ve
ge
tatio
n
De
nse
ve
ge
tatio
n
De
nse
ve
ge
tatio
n
Ma
ture
he
dg
elin
e
Ma
ture
he
dg
elin
e
De
nse
ve
ge
tatio
n
De
nse
ve
ge
tatio
n
De
nse
ve
ge
tatio
n
Ma
ture
he
dg
elin
e
He
dg
e h
t
1.5
m
He
dg
e h
t
1.5
m
He
dg
e h
t
1.5
m
He
dg
e h
t
1.8
m
He
dg
e h
t1
.8m
He
dg
e h
t
2m
He
dg
e h
t
2.5
m
He
dg
e h
t
1.8
m
He
dg
e h
t
1.8
m
He
dg
e h
t
1.8
m
He
dg
e h
t
1.8
m
Ma
ture
he
dg
elin
e
Ma
ture
he
dg
elin
e
Ma
ture
he
dg
elin
e
De
nse
ve
ge
tatio
n
De
nse
ve
ge
tatio
n
La
yb
y
Tar
mac
Tarmac
Tarmac
Tarmac
Tarmac
Tarmac
Ta
rma
c
Tarmac
Tarmac
Tarmac
Tarmac
Ta
rma
c
Lo
ng
gra
ss
Gra
ss
Lo
ng
gra
ss
Lo
ng
gra
ss
Lo
ng
gra
ss
Ta
rma
c
Ta
rma
c
Ø0.25
SLO
W
Ø0.15
PIn
v
PIn
v
Ø15
0
PIn
v
Ø15
0
St
Sp
PIn
v
PIn
v
PIn
v
PIn
v
PIn
v
11
4.9
2
11
4.9
8
IC
IC
Tra
ck
Ta
rma
c
BT
D\d
uct
Tra
ck
W\P
ht
1.8
m
W\P
ht
1.8
m
P\R
ht
1.3
m
Railt
rack
fenci
ng h
t 1m
P\R
ht
1.3
m
S\P
ht
1.8
m
P\R
ht
1.3
m
S\P
ht
1.8
m
Tra
ck
Tra
ck
Den
se
vege
tatio
n
Ø0.5
Ø0.4
Ø0.4
Ø0.1
Ø0.1
BT
Con
cret
e
Ta
rma
c
Gra
ss
Ve
ge
tate
db
an
k
De
nse
ve
ge
tatio
n
Railw
ay
bridgeW
all
ht 1.5
m
Wall
ht 1.5
m
Rai
ltrac
k fe
ncin
g ht
1m
PIn
vPIn
v
Ø0.75Ø0.75
Sp
Sp
Sp
Gy
Gy
Gy
Gy
Gy
Gy
Gy
PIn
v
PIn
v
PIn
v
So
So
So
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Cb
ox
Wo
99
.23
10
1.6
0
10
2.0
4
10
2.8
8
10
4.5
9
10
6.3
8
10
7.8
4
95
.25
95
.32
96
.11
97
.50
95
.40
95
.43
95
.46
95
.55
96
.12
97
.73
99
.20
97
.23
95
.73
95
.38
95
.259
5.2
6
10
1.1
0
10
1.1
9
10
0.7
4
10
0.4
6
99
.98
10
1.6
2
10
2.2
4
10
2.5
1
10
1.8
6
10
1.3
1
Post & R
ail ht 1
.2m
1.7
Un
ab
le t
o s
urv
ey
du
e t
o d
en
se
ve
ge
tatio
n
Un
ab
le t
o s
urv
ey
du
e t
o d
en
se
ve
ge
tatio
n
Un
ab
le t
o s
urv
ey
du
e t
o d
en
se
ve
ge
tatio
n
Un
ab
le t
o s
urv
ey
du
e t
o d
en
se
ve
ge
tatio
n
Un
ab
le t
o s
urv
ey
du
e t
o d
en
se
ve
ge
tatio
n
Un
ab
le t
o s
urv
ey
du
e t
o d
en
se
ve
ge
tatio
n
BT
BT
BT
Sig
n
BT
CT
V
Sig
n
Sig
n
Sig
nSig
n
BT
BT
BT
Sig
n
CV
R
Hedge ht 1.8m
Hedge ht 1.8m
Hedge ht 1.8m
Hedge ht 1.8m
Hedge ht 1
.8m
BT
BT
BT
Bg
Bg
Bg
Bg
Tp
10
3.4
7
10
4.3
2
10
4.8
6
10
5.3
3
He
dg
e h
t
2.5
m
BT
BT
BT
BT
Ta
rma
c
Tarmac
Tarmac
Tarmac
He
dg
e h
t2
.5m
Hedge ht 1.8m
Ma
ture
he
dg
elin
e
Lid
ar
da
ta
Lid
ar
da
ta
Lid
ar
da
ta
Lid
ar
da
ta
Lid
ar
da
ta
A508
LR12
A508
LR11
A508
LR13
A508
LR14
GR
ID
NO
RT
H
A508 Roade Bypass
A508 Rookery Lane / AshtonRoad Junction Improvement
A508 Stratford Road
ROADE
West Coast M
ain Line
C26 R
ookery
Lane
A508
C26 A
shto
n R
oad
STOKE BRUERNE
Cutlin
e A
Drawbridge
MP
Lock
Mooring Post
MPs
Lock
Dra
in
Lock
Lock
Overflow
Drain
Gantry
Def
Gantry
76.8m
Tow
ing P
ath
MoPs
Drawbridge
Tow
Path
FF
Overflow
Def
Und
Drain
Co Const, CP & ED Bdy
Track
Lock
Gantry
75.3m
M1
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Bg
MH
MH
IC
IC
Cbox
Cbox
Cbox
Cbox
Cbox
Post
Post
Post
Post Post
Post
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Lp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
Sp
SpSp
Sp
Tp
Tp
Tp
PInv
PInv
PInv
PInv
WL
WL
IB
IB
IB
IB
IB
IB
IB
Sty
CCTV
So
So
So
So
So
So
Er
73.18
73.25
74.59
74.59
74.30
74.76 74.85
73.40
74.42
73.00
74.89
76.42
75.35
74.80
76.59
74.76
74.77
76.35
75.32
74.53
74.59
74.16
73.85
73.77
73.55
73.89
73.85
77.85
72.72
72.09
72.00
73.35
73.13
73.02
73.29
73.02
73.22
71.62
71.48
71.47
72.92
73.02
72.72
72.92
72.40
72.52
72.48
72.85
72.69
72.43
71.83
73.82
72.65
72.93
72.70
72.25
72.17
72.27
72.28
72.38
72.73
72.42
72.26
72.08
72.33
72.13
71.34
71.31
68.78
70.40
71.57
71.55
70.31
68.38
71.85
67.48
68.17
68.62
69.58
70.51
71.48
72.34
72.40
71.98
71.78
73.04
69.32
67.21
67.69
Ø0.15
P\R ht
1.3m
1.6
A\B ht
0.8m
CTV
CBX
Sign
Sign
CBX
Concrete
Concrete
Tarmac
Tarmac
CTV
CTV
CTV
BT
IC
Sign
IC
Sign
CTV
BT
IC
IC
IC
IC
IC
IC
IC
CVR
Sign
Sign
CVR
Tarmac
Tarmac
Tarmac
Sign
IC
IC
IC
IC
IC
IC
Dense
vegetation
Densevegetation
CVR
Sign
CVR
CBX
Sign
IC
IC
IC
Densevegetation
Dense
vegetation
Dense
vegetation
CBXCBX
Sign
Sign
Sign
CVR
EC
EC
BT
IC
IC
Tarmac
EC
Tarmac
Sign
Sign
Tarmac
Sign
Sign
Steps
Tarmac
CBX
Sign
Sign
Dense
vegetation
Grass
Long
grass
Longgrass
Dense
vegetation
Dense vegetation& small trees
Dense vegetation
& small trees
Dense vegetation
& small trees
Dense vegetation
& small trees
Dense vegetation& trees
Dense v
egeta
tion
Dense vegetation& small trees
Dense vegetation
& small trees
Dense vegetation
& small trees
Dense
woodland
Dense
woodland
Long
grass
Long
grass
Grass
Grass
Grass
Grass
Grass
Long
grass
Tarmac
Tarmac
EC Dense vegetation
& small trees
A\B ht
0.8m
A\B ht
0.8m
A\B ht
0.8m
A\B ht
0.8m
A\B ht
0.8m
A\B ht
0.8m
P\R ht
1.3m
P\R ht
1.3m
P\R ht
1.3m
P\R ht
1.3m
P\R ht
1.3m
P\R ht
1.3m
P\W ht1m
P\W ht
1m
P\W ht
1m
P\W ht
1m
CBX
CBX
P\R ht
1.3m
P\R ht1.3m
P\R ht
1.3m
P\R ht1.3m
P\R ht
1.3m
P\R ht
1.3m
I\R ht
1m
A\B
ht 0.8
m
A\B
ht 0.8
m
A\B
ht 0.8
m
A\B
ht 0.8
m
A\B
ht 0.8
mA
\B h
t 0.8
m
A\B
ht 0.8
m
Chevron
sign
Chevron
sign
Chevron
sign
Chevron
sign
Chevronsign
Chevron
sign
EC
Dense
vegetation
Dense
vegetation
Dense
vegetation
Dense
vegetation
Dense
vegetation
Dense
vegetation
Dense
vegetation
Dense
vegetation
Dense
vegetation
Dense
vegetation
Dense
vegetation
Dense
vegetation
Long
grass
Longgrass
Long
grass
Longgrass
Vegetation
Vegetation
Vegetation
Vegetation
Vegetation
EC
A\B ht
0.8m
A\B ht0.8m
A\B ht
0.8m
A\B ht
0.8mA\B ht
0.8m
A\B ht
0.8m
A\B ht
0.8m
A\B ht
0.8mA\B ht
0.8m
A\B ht
1.2m
A\B ht
0.8m
Ø0.4
Ø0.4
Gantry
Gantry
A43
TR5
GRID
NORTH
M1 NORTHBOUND
M1 SOUTHBOUND
J15A
A5
12
3
A43
M1 J15A / A43
The Rouene
Manor
The
Top
The Cottage
Pear Tree Cottage
Path
(um
)
Grove
Ivy Cottage
Pp
Chantry
Hom
e View
(PH)
Toft Wood
The Beeches
Rosebud Cottage
Cottages
Cottage
The Cabin
Grafton Regis
St Mary's Church
Ppg Sta
Tudor Cottage
8
Bank
Hill
Hall
Lay-by
Farm
2
Sunshine
4
Grafton House
Cattle Grid
Bolelyn Cottage
Cottage
Cedar Cottage
Grastone House
1
Cattle Grid
Drain
Meadow Court
Pond
The Manor
The
1
2
LB
Paddocks
Sewage
98.5m
(C of E)
Old Barn Cottages
GP
87.1m
THE LANE
Barley
Barns
100.9m
White Hart
1
CHURCH LANE
El Sub Sta
83.8m
The Dovecote
GP
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Bg
Bg
Bg
Bg
Bg
Bg
Bg
Mkr
Mkr
Sv
St
St
St
St
Wm
Fh
Gas
Gas
Bus
Bus
Lp
Lp
Lp
Lp
Lp
Lp
Sp
Sp
Sp
Sp
Sp
Sp
Tp
Tp
Tp
Tp
THL
THL
E:
E:
E:
E:
Av
R:
R:
R:
R:
R:
R:
95.93
97.56
99.03
99.54
100.37
99.26
99.30
100.09
100.57
100.88
100.87
100.79
100.66
100.40
100.43
100.35
99.5899.52
99.39
99.37
100.46
109.28
105.95
107.22
109.62
104.39
103.96
105.05
105.81
106.83
103.36
99.22
99.19
96.30
91.73
93.86
91.94
94.06
101.31
100.99
101.12
Bus
shelter
R\w
all
Wall ht 0.5m
W\P ht 1m
Wall ht
1.2m
Wall ht
0.8m
Wall ht
1.4m
TCB
IC
BT
EC
IC
IC
BT
BT
IC
IC
IC
ICIC
IC
IC
IC
Sign
CTV
BT
BT
BT
CBX
CBX
BT
Sign
Sign
Long
grass
Long
grass
Long
grass
IC
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Tarm
ac
Tarm
ac
Tarmac
Tarmac
Tarmac
Sign
Tarm
ac
Maturehedgeline
Maturehedgeline
Mature
hedgeline
Mature
hedgeline
Dense
vegetation
Densevegetation
Dense
vegetation
Mature
hedgeline
Mature
hedgeline
IC
Bus
shelter
R\wall
Wall ht
1.4m
BUS
STOP
BUS
STOP
Grass
Tarmac
A508
LR15
GRID
NORTH
A508 Grafton Regis
GraftonRegis
Church Lane
The Lane
A508
Issues & Revisions
Rev Date Details of issue / revision RevDrw
CONSULTANCY | ENVIRONMENT
INFRASTRUCTURE | BUILDINGS
Birmingham | 0121 233 3322
Leeds | 0113 233 8000
Manchester | 0161 233 4260
London | 020 7407 3879
Nottingham | 0115 924 1100
www.bwbconsulting.com
BWB Ref: Date: Scale@A1:
Drawn: Reviewed:
Drawing Status
Project - Originator - Zone - Level - Type - Role - Number Status
Drawing Title
Project Title
Client
Rev
© Copyright BWB Consulting LtdS3NGW-BWB-GEN-XX-SK-C-SK48
FOR COMMENT
P. Goodyear S. Hilditch
NTH 2315
M1 J15 & J15A / A45 / A508
PRELIMINARY DESIGN
WCHAR REVIEW
LOCATION OF PROBLEMS
NORTHAMPTON
GATEWAY RAIL FREIGHT
INTERCHANGE
1:500002.03.18
P1
P1 02.03.18 Preliminary Issue SRHPG
Notes1. Do not scale this drawing. All dimensions must be checked/ verified
on site. If in doubt ask.
2. This drawing is to be read in conjunction with all relevant architects,
engineers and specialists drawings and specifications.
3. All dimensions in millimetres unless noted otherwise. All levels inmetres unless noted otherwise.
4. Any discrepancies noted on site are to be reported to the engineerimmediately.
Y:\NTH\NTH2315_M1 J15 SRFI\02. Project Delivery\01. WIP\Sketches\NGW-BWB-GEN-XX-SK-C-SK48 WCHAR.dwg
17
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