Appendix 19 Walking, Cycling & Horse-Riding Review: Review ...... · 1.4 This Report results from a...

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

NORTHAMPTON GATEWAY

PRELIMINARY DESIGN WCHAR

MARCH 2018

NGW-BWB-ENM-XX-RP-C-100-S4-P1

i

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.

NORTHAMPTON GATEWAY


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ii

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-LSI-01-DR-C-171 P2 Access and Rights of Way Plans 1





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.


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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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.


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.


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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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.


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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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.


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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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.


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.


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


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


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


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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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.

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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


MARCH 2018


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


MARCH 2018


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

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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

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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

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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

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od

en

Wa

lls O

f

6

1

12

18

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r

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44a

65

1

33

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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

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ry

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2

43

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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

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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

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86

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85

.87

85

.56

85

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86

.57

87

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87

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84

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83

.47

82

.92

82

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81

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84

.87

84

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84

.20

83

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83

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82

.84

82

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84

.80

84

.22

83

.30

82

.74

81

.83

81

.26

80

.98

80

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80

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85

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5.4

2

84

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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

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Sp

Sp

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Bo

ll

Bo

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Bo

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Bo

ll

Bo

ll

Bo

ll

Bo

ll

82

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82

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82

.04

82

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82

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81

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81

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81

.77

82

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81

.84

82

.06

82

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82

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82

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82

.36

82

.09

82

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82

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81

.99

81

.80

81

.72

81

.73

82

.07

81

.93

81

.58

81

.64

81

.56

81

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81

.81

81

.72

82

.17

82

.16

82

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82

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Gy

BgB

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Bg

Bg

Bg

Bg

Bg B

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Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

Bg

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Mkr

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Sp

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Sp

Sp

Sp

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Sp

Sp

Sp

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Tp

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PIn

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PIn

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PIn

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Bo

ll

Bo

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ll

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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

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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

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Ma

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Mkr

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Tp

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PIn

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PIn

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PIn

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Bo

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Bo

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Bo

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Bo

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Bo

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Bo

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95

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96

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88

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78

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79

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80

.75

81

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83

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84

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86

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W

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dg

e h

t

1.8

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He

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ll h

t

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m

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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

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V

BT

BT

Sig

n

Sig

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Ch

evro

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Ma

ture

he

dg

elin

e

He

dg

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t1

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De

nse

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ge

tatio

n

De

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tatio

n

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n

Ma

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Ma

ture

he

dg

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tatio

n

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ge

tatio

n

De

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ve

ge

tatio

n

Ma

ture

he

dg

elin

e

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dg

e h

t

1.5

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He

dg

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t

1.5

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dg

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t

1.5

m

He

dg

e h

t

1.8

m

He

dg

e h

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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

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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

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Ta

rma

c

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rma

c

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SLO

W

Ø0.15

PIn

v

PIn

v

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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

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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

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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

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ab

le t

o s

urv

ey

du

e t

o d

en

se

ve

ge

tatio

n

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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

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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


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

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Appendix 19 Walking, Cycling & Horse-Riding Review: Review ...... · 1.4 This Report results from a...

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Transcript of Appendix 19 Walking, Cycling & Horse-Riding Review: Review ...... · 1.4 This Report results from a...