H_04753_14_PC33_Former Peel Centre_Peel

Transcription

Peel Centre, Colindale – Peel Link Feasibility Note – 5th December
2014
Introduction
This note has been produced following a request by LBB for an outline feasibility study for the proposed Peel
Link under the LUL line (in support of application reference: H/04753/14). It focuses on the following topics as
requested by LBB:
■
The background to the link, including the CAAP aspirations;
■
Consultation completed to date and in the future;
■
Current available information on the bridge structure;
■
Specifications and standards for the Peel Link;
■
Land ownership and CPO matters; and
■
Timescales for delivery of the link.
Background
The proposals to redevelop the former Peel Centre site provide for the introduction of a new pedestrian and
cycle connection (‘the Peel Link’) through to Colindeep Lane via the re-introduction of a historic track under the
LUL railway bridge.
The principle of the Peel Link is identified in the London Borough of Barnet Colindale Area Action Plan (CAAP)
adopted in 2010 (see Figure 1). The ‘Peel Access Link’ formed part of Package 3 of the CAAP transport
infrastructure to be provided during the third phase of development in Colindale (2017-2021). The CAAP
identified:
“The existing at-grade tunnel under the Northern Line railway bridge is currently blocked for security reasons
but presents a feasible opportunity to improve local connections in the medium to long term. This would create
a new alternative north-south link for walking, cycling and vehicular traffic through the eastern part of the study
area and improve accessibility from within the local area to the strategic highway network.”
Peel Centre, Colindale – Peel Link Feasibility Note – 5th December 2014
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Figure 1 - Extract from CAAP - Figure 3.4 – Improving Connectivity in Colindale: proposed strategic
highway elements for Colindale
As demonstrated, the Peel Link is a policy aspiration in the CAAP in order to improve connectivity across the
AAP area.
As part of the initial analysis for a previous masterplan for the former Peel Centre in 2012 (prepared on behalf
of the Metropolitan Police Service), the potential introduction of the vehicular link was examined for the to
understand the feasibility of delivering a link which would accommodate general traffic. As a result of the MPS
masterplan discussions with LBB in 2012, a series of assessments and investigations were undertaken to
establish whether a vehicle link was feasible as this was not comprehensively assessed at the time of the
CAAP.
These investigations established that there were a number of engineering issues that would frustrate the
delivery of a vehicular link, not least a lack of clearance for vehicles beneath the existing Northern Line and an
existing culvert that created additional constraints. Traffic Modelling work was also undertaken using a refined
CAAP model that showed that the Peel Link would not be needed and in fact there were some undesirable
implications of creating a new vehicular link, especially on existing residential streets whilst only providing minor
reductions on flow on major routes. As such it has been agreed with LBB that a vehicular Peel Link would not
align with the policy objectives of the CAAP.
As part of the current planning application for the redevelopment of the former Peel Centre site, Redrow have,
however, agreed to work with LBB to help deliver a pedestrian and cycle route. A general design/scheme for
the Peel Link as a pedestrian and cycle route has been proposed. The current proposals would provide a high
quality pedestrian and cycle link to Colindeep Lane, enhancing access through the Colindale area for the wider
benefit of the community.
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Design
The proposals for the Peel Link are indicated on WSP Drawing 70001368-GA-06 with the main points
summarised as follows:
■
The route is designed as a shared cycle and pedestrian route at a lower level (with a minimum clearance of
approximately 2.7m) together with ramps running parallel which would provide a new informal pedestrian
only route on top of the existing Thames Water culvert (with a minimum clearance of approximately 2.25m);
■
The informal pedestrian-only link would cross the shared link and run down some steps to join Colindeep
Lane. There would be short tiered surfaces along the section under the bridge structure between the
pedestrian and the shared pedestrian/cycle route allowing a degree of children’s play as well as providing a
physical connection between the two routes;
■
The main shared cycle/pedestrian route will connect with an extended refuge island where cyclists can
cross to the footway opposite and connect with Rushgrove Avenue. Minor changes in road markings can
provide a connection to this lightly trafficked route, to enable onward connections to the south with
Crossway and Hillfield Avenue.
■
The provisional alignment for the Peel Link has been developed as part of the Transport Assessment and
this is presented on WSP Drawing 70001368-GA-08 and re-provided for convenience with this technical
note. Proposals include:

The removal of the existing elevated Cottenham Drive to the north of the existing Northern line
embankment, which enables a gently sloping approach from the former Peel Centre site to the
underpass;

To the west of this approach the level difference to the remainder of the site would be addressed with
terraced landscaping which ties into the existing LUL Northern line embankment; and

To the east of this approach would be a gabion type retaining wall at the interface with the proposed
new school site.
■
Beneath the underpass it is proposed to raise the existing levels on the northern side to create a gently
sloping shared cycleway route with 2.7m minimum headroom (in accordance with DMRB, draft London
Cycle Standards and Sustrans Design Guide), as illustrated on the blue long section on drawing 70001368GA-08.
■
The design proposals include steps addressing the approximate 0.5m level difference between the shared
cycleway and footway on Colindeep Lane. There is an existing narrow width between the existing culvert
and the bridge abutment which serves no useful purpose, would collect rubbish and would need to be
screened to avoid people falling into the area. To avoid this and provide a more coherent design it is
proposed to create a new brick facade adjacent to the western bridge abutment to remove this space and
resolve these issues. Refer to the cross section on drawing 70001368-GA-23 that illustrates the existing
ground profile and Thames Water culvert beneath the bridge, together with the proposed shared cycleway
and footway alignments.
■
On the southern approach to the underpass, the shared cycleway crosses above the line of the existing
Thames Water culvert and abuts the existing dense vegetation area to the north - further survey information
is required (which can be obtained once permission is gained from the third party landowners to clear
enough vegetation to be able to survey the area) to determine the exact levels interface in this area.
■
On the eastern side of this southern approach, the elevated footway continues on top of the existing
Thames Water culvert and it is proposed the footway rises up over the existing ground adjacent to a tree
which requires steps leading to the connection with the Colindeep Lane footway - there is scope during the
detailed design to reassess this area and possibly rationalise the layout and remove the proposed steps if
the tree can be removed.
■
The footway also abuts existing earthworks slope adjacent to the gardens of the existing flats on Colindeep
Lane, and the footway alignment in this area will also be confirmed during the detailed design.
Initial analysis of the Peel Link has been prepared by the project Landscape Architects and are summarised in
The Peel Link Design Landscape Sketchbook No 43 in Appendix A.
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Consultation
Consultation to Date
The general principle for the Peel Link was put forward and subject to statutory public and stakeholder
consultation as part of the Colindale Area Action Plan in 2010. As the CAAP is a Statutory Development Plan
Document, extensive consultation would have taken place with the key stakeholders in its preparation. TfL were
consulted as part of the preparation of the CAAP and would have been aware of the feasibility of the
opportunity to create a new link. It is also likely that the London Borough of Brent were also consulted as part of
the process.
The development of the MPS masterplan for the former Peel Centre site in 2012 actively sought to provide the
Peel Link as part of the scheme and LBB and TfL were consulted at an early stage. The pre-application
discussions LBB and TfL included the Peel Link and a site visit at the LUL bridge was undertaken in August
2012 with LBB, TfL, and LUL infrastructure staff (Ian Jarrett LUL Infrastructure Outside Parties contact
[email protected]). Representatives from the MPS and WSP technical staff attended the site visit to
understand the general feasibility of a new link under the Northern Line.
The pre-application workshops and discussions for the current application have included LBB and TfL and the
development of the link has continued. The consultation relating to the Peel Link carried out to date is
summarised in Table 1.
Table 1 – Peel Link – Summary of Consultation
Approximate Date
Consultees
2009/2010
TfL and potentially Brent
MPS Masterplan
application discussions
2012 – 2013
LBB and TfL including LUL
On site meeting at LUL
bridge
August 2012
LBB, TfL Borough Planning, LUL
Infrastructure (Outside Parties)
Redrow Planning
application discussions
2014
LBB and TfL
LBB’s CAAP (2010)
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Future Consultation
The process to deliver the Peel Link (which will be led by LBB) will require on-going discussion with officers
from LBB. The key steps for future consultation are as follows:
■
TfL and Thames Water to agree the design details and the necessary approvals for the Peel Link to
progress. The TfL design team would provide the appropriate agreement for the works relating to the route
under the LUL structure and also works which may impact on the bridge structure where there may be
changes to landscaping and associated earthworks as part of the new link.
■
LUL Asset Protection will be consulted as part of the development of the Peel Link technical design to
agree the proposed changes to build up the levels beneath the underpass, to extend the brickwork adjacent
to the western bridge abutment, and the interface with the earthworks for the realigned link with the existing
railway embankment slopes;
■
Consultation will also be required with Thames Water, and with BT regarding local diversion of their
apparatus beneath the underpass;
■
Following development of the Peel Link alignment design after receipt of more detailed topographical
survey information, further consultation may – or may not, depending on the earthworks interface – be
rd
required with the management company for the flats on Colindeep Lane, the 3 party landowners adjacent
to the Silk Stream and the Environment Agency; and
■
Consultation will be required with LBB. LUL and Thames Water to agree changes to the drainage systems
beneath the underpass
Bridge Structure – available information
Historical Bridge Plans
As outlined in earlier sections, the Peel Link will introduce a north-south pedestrian/cycle route under the
existing LUL bridge structure. Historical information has been obtained from LUL, via the London Borough of
Barnet that provides information on the bridge abutments supporting the railway. The drawings provided are as
follows:
■
Harley H Dalrymple-Hay drawing - L.E.R Hendon to Edgware Extension Drawing – Plan and Cross-section
(Sheet 11) no date provided but works took place in 1923/1924;
■
Harley H Dalrymple-Hay drawing No 558 – L.E.R Hendon to Edgware Extension Drawing – Bridge
Sections;
■
LUL Bridge – Road Plan and Bridge/Road Sections dated March 1929; and
■
London Transport – Northern Line - Colindale – Hendon Central – Drainage Survey dated April 1983.
The drawings show that the head clearance provided under the LUL railway bridge was originally in the order of
13ft (3.96m) – 13.71ft (4.18m) to the designed ground level. This compares with the provisional clear headroom
for the new Peel Link being in the order of 2.3m for the informal pedestrian-only route along the culvert and
approximately 2.7m for the shared cycle/pedestrian route.
There will be a build-up of between 1.26m and 1.48m from the original roadway. It is anticipated that the
proposal to slightly raise the existing levels beneath the underpass will not have any significant impact on the
existing bridge structure. Similarly the removal the of the existing elevated Cottenham Drive embankment,
which was constructed after the elevated Northern Line will not have any significant impact on the existing
railway embankment, although the temporary effects of any localised ground heave may need to be assessed.
Consequently it is anticipated that the proposed works to provide the Peel Link will not be contentious with LUL
Asset Protection.
Discussions would be required with LUL to establish whether any recent structural survey exists, and whether,
given the nature of the works, an up to date survey would be required.
Utility Information
Thames Water have a culvert that passes under the LUL bridge as part of the drainage network that passes
across the Peel Centre and links to the Silk Stream to the west of Colindeep Lane. The culvert and other
surface and foul water drainage is illustrated in principle on their Asset Location Search Sewer Map and WSP
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have also commissioned a survey of the culvert and foul sewer alignment which is illustrated on Survey
Solutions drawing 11257/UG/02 and WSP drawing 50600199-SK-09.
WSP have also undertaken a search of existing utility information which is illustrated on WSP drawing
50400197-XS-03. In addition to the Thames Water culvert and foul water sewer that pass beneath the
underpass, there is also a water main and BT ducts which may require local diversion to facilitate the brickwork
infill adjacent to the western bridge abutment.
Appendix B includes further information on flood risk which demonstrates that the Peel Link is at low risk of
flooding and that the drainage strategy will minimise unacceptable instances of standing water.
Specifications/Standards
The design of the proposed Peel Link has been prepared in response to design advice and guidance set out in
the following documents:
■
Design Manual for Roads and Bridges (TD36/93) – Subways for Pedestrians and Pedal Cyclists;
■
London Cycle Design Standards consultation draft - June 2014;
■
Sustrans Handbook for cycle friendly design – April 2014;
■
Manual for Streets and Manual for Streets 2;
■
LBB Streetscape Design Guide;
■
LUL standard I-538-ASSURANCE;
■
LU 1-050 Civil Engineering – Common Requirements;
■
LU 1-051 Civil Engineering – Bridge Structures;
■
LU 1-052 Civil Engineering – Gravity Drainage Systems;
■
LU 1-054 Civil Engineering – Earth Structures;
■
LU 1-057 Civil Engineering – Miscellaneous Assets;Sewers for Adoption;
■
Civil Engineering Specification for the Water Industry; and
■
Thames Water Building Over or Close to an existing sewer.
The documents provide guidance on proposed widths of the pedestrian routes and the shared space, as well
as recommendations on clear headroom beneath the LUL structure.
Shared Cycle/Pedestrian section of underpass (Formal Route)
The shared cycle/pedestrian section will be of a generous width and headroom. The route will accommodate
cyclists as well as pedestrians. The shared cycle and pedestrian route will be in the order of 7.3m wide and will
offer a minimum headroom of 2.7m along the length of the underpass (9.8m).
The design guidance provided in the DMRB publication recommends the minimum dimensions for a shared
route (cyclists and pedestrians) which is less than 23m requires a subway height of 2.4m for a cycle track and
2.3m for the footway.
The draft London Cycle Design Standards provides advice on cycle and pedestrian routes. Paragraph 7.5.6
relating to Structures recommends the minimum vertical headroom for cyclists is 2.3m.
Pedestrian only section of underpass (Informal Route)
The pedestrian section will be constructed on top of the existing Thames Water Culvert so there is limited
scope to make changes to the width and available head clearance. In terms of provisional dimensions for the
pedestrian section, it is proposed to be approximately 4.4m wide passing underneath the bridge for a distance
of 9.8m. The available headroom is approximately between 2.25m and 2.4m under the LUL structure.
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Pedestrian head clearance – the design guidance set out in DMRB TD 36/93 recommends the minimum
dimensions for pedestrian only subways that are ‘normal’ width (less than 5m wide) with a subway length of
less than 23m, the minimum height is recommended to be 2.3m
The draft London Cycle Design Standards provides advice on cycle and pedestrian routes. Paragraph 7.5.6
relating to Structures recommends the minimum vertical headroom for pedestrians is 2.1m. Departure from
Standards
When considering the design recommendations, the pedestrian only section will be approximately 5mm below
the design recommendations set out in DMRB but within the recommendations set out in the draft London
Cycle Design Standards.
The shared cycle/pedestrian route will be within the standards provided in both the DMRB and draft London
Cycle Design Standards.
Topographical Surveys
The provisional design for the Peel Link has been based on topographical information prepared in 2012. The
access to the site is however restricted and, due to the dense vegetation, parts of the land could not be
surveyed. It is recommended a review of the available information is carried out at the detailed design stage. If
additional ground levels are required for the bridge abutments and railway embankment a new comprehensive
topographical survey will need to be commissioned.
Additional Design required to understand the implications on Earthworks
The provisional design has only considered the alignment of the route and the connections either end of the
link. Further design is required to understand the extent of the earthworks that maybe required to enhance the
immediate environment and the interface with the LUL embankment, the embankment adjacent to the gardens
of the flats on Colindeep Lane and the area to the north east of the Silk Stream. This input may be limited if the
local landscaping adjacent to the Peel Link is unchanged. If there are proposed changes to the existing
earthworks, it is likely that geotechnical survey information will be required to determine soil parameters for the
design.
Land Ownership and CPO matters
The Colindale AAP includes a principle for a new connection through the former Peel Centre site as a means of
improving connectivity across the AAP area. As we have maintained throughout the pre-application process,
the creation of this new connection (known as the Peel Link) is not necessary to facilitate the delivery of any
part of the proposed development or to make it acceptable in planning terms. The Applicant acknowledges
however that creating this new connection is desirable for the benefit of the wider community of Colindale and
is willing to work with LBB to seek to bring it forward (as demonstrated by its inclusion within the planning
application), with the process led by Barnet Council as project managers.
The land required to deliver the Peel Link is in third party ownerships (neither in the ownership of the Applicant
or Barnet Council), and as such land assembly will be required to deliver this off-site community infrastructure.
It is possible that the land may be acquired by agreement, however it may be necessary for Barnet to utilise
their CPO powers. As it is not required to make the proposed development acceptable in planning terms, it is
important there is no condition or obligation that directly links the new connection to the development consent.
The land currently occupied by the proposed Peel Link Access is not under the control of the developer, the
MPS, LUL/TfL. The registration plan and title register is provided in Appendix C. The document identifies that
LUL has a legal right of access over the third party land for the purposes of maintenance for the bridge
structure.
To assist with understanding the process, below are the steps that we would envisage as being required for
Barnet to acquire any land that is necessary to deliver the Peel Link.
Assuming that there is a sufficiently robust planning policy position to provide the basis for the use of CPO, and
the scheme benefits from a planning permission, we estimate that a CPO could be secured within 12 to 18
months. Should complex or controversial issues arise, or agreement not reached with TFL, this could be
extended to say 18-24 months.
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Indicative acquisition process
■
Identify any land and rights that need to be acquired to facilitate the delivery of the Peel Link;
■
Determine whether any historic rights exist (e.g. ancient public highway) - The existence of a former
underpass suggests this is worth investigating;
■
Commence attempts to acquire the land by negotiation in parallel with CPO process (negotiations must
continue through the inquiry progress);
■
Determine the appropriate compulsory purchase powers e.g.: Highways powers, planning powers or
education powers;
■
Council make resolution to authorise the use of CPO powers;
■
CPO documentation prepared, e.g. land referencing and Statement of Reasons;
■
CPO made by Council, notified and objection period commences;
■
Negotiations with objectors;
■
Public inquiry held if objections remain;
■
When inquiry closes the inspector and Secretary of State will consider the case before issue a decision;
and
■
If the CPO is confirmed a statutory process must be followed to take possession of the land taking
approximately 3 months.
Other considerations
■
Should agreements be reached in the shadow of CPO there is potential to acquire interests much quicker.
Running both processes in parallel provides programme certainty and encourages landowners to reach
agreement;
■
Land forming part of the railway line is given special protection from compulsory purchase. Unless the
impact on the railway has been mitigated or protective provisions have been agreed CPO powers are
unlikely to be confirmed for this land. It is advantageous to acquire land interests from TFL by agreement;
and
■
If any of the site forms open space similar special legal provisions restrict the exercise of CPO powers. If
there are any unknown land ownerships the CPO would allow the Council to acquire these interests and
provide certainty of title.
Timescales for delivery
The draft programme below illustrates approximate timescales for further investigations, design and approvals
and delivery of the works that are currently anticipated, however it should be noted that these need to be
verified as the design s to be caveated as it does not include land assembly.
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Drawings 1 – Peel Link
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Drawings 2 – Historical Bridge Plans and Utility plans
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UTILITIES & UNDERGROUND INVESTIGATIONS
ABBREVIATIONS & SYMBOLS
1D 5C
Ø
AR
1 D uct 5 Cables
D iameter
CPC
C irc Plastic Chamber
EOT
CrL
C rown Level
IBD
DCr
Depth To Crown
Assumed Route
DI
End Of Trace
Internal Backdrop
Invert Level
IL
Depth To Invert
RBC
R ectangular Brick C hamber
DS
Depth To Silt
RCC
R ectangular Conc Chamber
CBC
C ircular Brick Chamber
DTB
Depth To Base
SL
Silt Level
CCC
CL
C ircular Conc C hamber
C over Level
DTW
Depth To Water
TFR
Taken From Records
BL
CB
Base Level
C oncrete Benching
EBD
External Backdrop
U TC
U nable To CCTV
BT CABLE(S)
U TL
U nable To Lift
OVERHEAD BT CABLE(S)
U TT
U nable To Trace
COMMU NICATIONS CABLE(S)
CABLE TV CABLE(S)
ELECTRIC CABLE(S)
OVERHEAD ELECTRIC CABLE(S)
FIBREOPTIC CABLE(S)
GAS MAIN
GAS SERVICE
GROUND PENETRATING RADAR (GPR) TRACE
HOT WATER PIPE
LIGHTING CIRCUIT
SECURITY C ABLING
UTILITIES COMMENT BOX
MH CL 48.93
UNIDEN TIFIED TRACE
WATER MAIN
WM 0.61
WATER SERVICE
COMBINED SEWER
FOUL SEWER
RISIN G MAIN
SURFACE WATER SEWER
UTILITIES INVESTIGATION EXTENTS
DEPTH TO SERVICE
DRAWING NOTES
All below ground details shown have been identified from above ground without
excavation. Survey Solution use electro-magnetic and/or ground penetrating
radar (GPR) methods to investigate for underground utilities, services and
features. Results using these methods are not infallible and we recommend trial
excavations are carried out to confirm any identifications, positions and depths.
Any areas on the drawing where services or features have not been shown are
not necessarily clear of services or features but are an indication that no items
have been identified during our investigations. All reasonable care and normal
good practice should still be employed during design and construction processes.
Certain types of services such as plastic or concrete pipes, some conduit and
ducting where direct access can not be achieved for tracing may not be shown
and alternative locating methods should be used.
Survey Solutions has used all reasonable care to research available service
records but the completeness or use of the service records supplied to or by
Survey Solutions cannot be guaranteed. Therefore Survey Solutions cannot be
held responsible for any features annotated as 'taken from records' (TFR).
Depths obtained using electro-magnetic or GPR are effected by ground
conditions and should be treated as indicative only. Electro-magnetic depths to
utilities and services are generally taken to the centre of a feature, GPR depths
to the top of a feature and drainage depth shown to inverts, unless otherwise
indicated.
Drainage pipe sizes will be obtained without entering the camber and therefore
should be treated as approximate. Pipe dimensions which have not been
obtained visually will be taken from records when available.
All services, drainage and utilities routes are assumed straight between access
points, unless otherwise stated. The numbers of cables in runs will not be shown
unless specifically requested. All services are below ground unless indicated.
Services, utilities and features may not have been surveyed if obstructed or not
reasonably visible or accessible at the time of survey.
Survey Solutions accept no responsibility for the completeness or accuracy of
either the topographical survey or base mapping on this project.
All critical dimensions and measurements should be checked and verified with
any errors or discrepancies notified to Survey Solutions immediately. The
accuracy of the digital data is the same as the plotting scale implies. All
dimensions are in metres unless otherwise stated.
The c ontractor must check and verify all site and building dimensions, levels,
utilities and drainage details and connections prior to commencing work.
© Land Survey Solutions Limited hold the copyright to all the information
contained within this document and their written consent must be obtained before
copying or using the data other than for the purpose it was originally supplied.
Do not scale from this drawing.
AVAILABILITY OF UTILITY RECORD DRAWINGS
U TILITY
AVAILABILITY
UTILITY
AVAILABILITY
UTILITY
AVAILABILITY
SEWER
PUBLIC
BT
N /A
OIL PIPES
N/A
WATER MAIN
N/A
CABLE TV
N /A
OTHERS
N/A
GAS MAIN
N/A
ELECTRICITY
N /A
B
C CTV DRAINAGE INFORMATION ADDED
GB
RG
30/10/2012
A
INFOR MATION ADDED FROM RECORDS
GB
RG
OCT 12
REV
D ESCR IPTION
D RAWN
APPR
DATE
Ipswich Coventry Yeovil Norwich Perth Nottingham Brentwood
Tel No: 0845 0405 969
www.survey-solutions.co.uk
Fax No: 0845 0405 970
[email protected]
LAND SURVEYING BUILDING SURVEYING UNDERGROUND SURVEYING
PROJECT TITLE
MET POLICE TRAINING COLLEGE,
HENDON, BARNET, NW9 5JE.
DRAWING DETAIL
CCTV DRAINAGE INVESTIGATION
Sheet 1 of 3
CLI ENT
SCALE
1:200
WSP DEVELOPMENT
©Land Survey Solutions Limited 01/01/2010
Original Sheet Size A0H
SURV EYOR
SURVEY DATE
CHECKED BY
PI
12/09/2012
DR
APPROVED BY
DWG STATUS
RG
FINAL
DRAWING NUMBER
REVISION
I SSUE DATE
11257UG-01
B
SEPT 2012
7
2
45.2 45.1
7
0.9
Wa ll
45.75
Ho
a rdi
n g 2.5h
alt
Asph
9
Hoa
44. 92
Hoard
44. 97
rbed
Pave
d
MH
CL 45 .62
4 5.61
CL 45.39
4 4.78
G ra ss
of lin
e
4 5.64
6 5.83
45. 54
42. 70
Pa ved
ies
amp
Var
nil e
ei
g ht
1.6
h
C/L
line
le
nil e
f ilne
0.2
h
1h
Wall
0.2h
I /R
0.2
h
I/R
0.2
h
1h
Wall
0.2h
I /R
1h
Wall
0.2
h
I/R
R
1h
1h
2.5h
46.62
C /L
1h
1h
1h
l
.Wa
Wall
1h
MH
CL 47 .33
Wall
1h
UC
Wall
4 7.28
ER
48. 64
Ve ge ta
G ra ss
47. 32
4 7.19
4 7.31
48. 61
48
1.8
h
1h
1.
8h
Wall
4 7.40
LP
4 7.40
ge
1h
Wall
1h
Wall
4 8.36
4 7.23
47. 33
Ash 10 h
4 7.41
4 7.26
48. 6
C/L 1.5h
Hed
1.6h
Wall
4 8.81
Uk 8 h
R et
Co
0.2
h
46
. 32
47. 23
4 8.73
C/B
0.7h
Wall
h
l 1.6
ncrete
Ve ge tat io n 3 h
C/L
1 .5h
Wall
1h
4 7.29
C/L
1h
4 7.36
47. 12
A sph a lt
4 8.20
1h
1h
4 6.71
47. 23
47. 22
4 7.17
47. 22
U na b le to su rve y d ue
n o a cce ss
1h
4 7.08
LP
Priva te Ga rd en
4 7.07
A sph a lt
4 7.28
Re
1h
4 6.68
48. 18
1h
4 6.46
4 6.21
4 6.66
46. 14
47. 04
UC
4 6.65
4 7.19
47. 14
Wall
4 6.15
4 6.16
Wall
4 6.70
46. 50
46. 26
46. 15
46. 17
4 6.20
A sh 1 2h
1h
4 6.34
GG
46. 09
46. 13
ER
Wall
4 6.32
4 6.35
Wall
46. 70
CL 46.12
MH
CL 46 .12
4 6.34
Fla t Ro of
92. 30
4 8.82
U k 8h
GG
4 7.21
4 7.36
Asp h alt
GG
4 7.12
4 6.17
MH
4 6.20
46. 27
1.5h
ye low
0.7h
4 6.22
TC
FL
4 6.33
9 2.42
4 4.44
4 6.75
4 6.25
4 6.16
8 6.48
Fla t Roo f
4 4.40
44. 42
MH
46. 59
4 6.55
TC
4 6.34
Fla t Roo f
Tower Block
ER
4 4.11
Ro of
Wa
46. 15
Tower Block
44. 32
ER
P aving
47. 41
re te
4 6.09
49. 98
9 2.40
FRL
Fla t Roo f
Step
44. 12
44. 16
44. 06
4 8.65
4 7.35
47. 32
GG
47. 31
G ra ss
4 6.46
46. 72
4 4.11
4 3.95
4 6.48
4 6.45
4 6.17
ER
Pave d
R oo f ilne
4 6.80
4 6.77
DR
4 6.01
1 02.86
4 4.08
4 4.07
GG
43. 92
4 6.10
45. 86
FL
4 6.27
46. 35
8h
44. 06
46. 63
Flo we rb ed
e1.
L ime 1 0h
4 6.25
46. 13
H edg
42. 82
44.06
A cer 9h
46. 87
4 6.84
1h
4 4.01
Wall
I/R
FL
4 6.26
0.8h
46. 31
46. 69
4 6.57
GG
46. 12
4 6.25
4 6.16
4 5.81
MH
CL 45 .80
46. 29
4 6.30
46. 91
46. 12
46. 26
45. 58
4 5.70
47. 37
A sh 8 h
47. 42
WM
4 6. 52
4 6.22
Wall
4 3.94
44. 15
RS
44. 10
4 4.03
So rbu s 4 h
42. 61
4 4.09
G ra ss
4 3.88
4 4.14
4 4.10
44. 10
44. 10
44. 08
A cer 7h
Ace r 8 h
43. 93
4 4.00
LP
h
l 0.7
ER
46. 94
4 6.60
4 6.19
4 7.47
LP
Wall
46. 24
46. 26
46. 75
Flo we rbe d
4 5.58
BO
I/R
G ra ss
S orb u s 13 h
43. 96
44. 03
Asph alt
Wa
h
.8 h
0.8h
Wall
4 5.57
4 6.28
4 6.62
4 6.49
46. 31
4 6.10
45.54
4 6.20
4 5.60
ER
4 6.27
4 6.29
0.2h
H/R
1h
l 0.
8h
Wa
46. 24
4 6.24
4 6.29
46. 96
4 6.46
Conc
lin es
CL 44.14
4 4.07
Con
crete
43. 94
3h
44
. 11
ER
MH
4 2.78
G ra ss
A cer 8h
ST10
44. 05
M esh
Do ub
44. 14
4 4.14
G ra ss
43. 89
44. 05
44. 05
0.7h
46. 14
BO
4 6.26
5 0.13
4 6.35
46. 35
Wall
ll 0
46. 26
4 6.28
Fla t Ro of
4 6.34
1 .5
h
DR
45. 52
MH
CL 45 .56
/IR 1h
46. 25
4 7.00
4 7.32
Wall
V aries
CL 46 .28
4 5.55
CL 45 .61
46. 28
1.5h
BO
45. 60
IC
0.8h
g
i ht
C on cre te
44.74
lin es
4 4.14
4 3.77
4 3.93
4 4.02
43. 92
4 4.05
2h
1h
0.8h
Wall
1h
IC
CL 45.64
DR
4 6.07
Wall
llHe
47. 02
4 6.79
46. 34
4 6.15
Wa
I/R1h
ie s
I/R
ei s
Var
4 6.26 Wa
46. 13
4 7.41
4 7.49
47. 48
47. 42
46. 70
46
. 25
46.16
l 1h
Wa
1h
4 6.26
47. 04
4 6.72
46. 24
46. 10
46. 15
ll0 .7h
nes
P aving
ER
4 4.74
4 5.26
P/R
t Var
45. 84
4 5.63
gi ht
w lin
es
Wall
4 5.64
4 5.21
1h
46. 86
Flo we rbe d
46. 15
46. 34
Fla t Ro of
el ye
llow
42. 52
43. 92
FH
MP
UCs
C/L
4 5.18
H/R
IC
4 5.43
DR
46. 35 P
/R
4 4.78
45. 24
FL
4 5.30
4 5.24
45. 24
CL 44.73
44. 93
4 5.30
4 4.13
A sph a lt
IC
CL 44.09
ub le
44. 10
4 4.02
45. 24
1.5h 4 5.24
45. 23
44. 87
GG
4 6.12
46. 34
4 5.54
G ra ss
Do
IC
CL 44.10
4 1.61
4 4.13
P aving
4 4.25
s
I/R
ER
5 0.33
IC
CL 45 .05
4 5.25
MH
4 5.29
44. 02
44. 15
MH
CL 44.16
44. 86
45. 25
DC
Fla t Roof
4 6.28
BO
C on cre te
DC
4 4.94
4 4.20
4 2.85
4 3.92
5 0.29
44. 72
4 4.77
44. 37
CL 44.29
4 4.26
42. 83
Pave d
bles
44. 21
MH
CL 45.27
4 4.86
4 4.89
Co nc rete
ER
4 7.09
47. 06
46. 35
46. 15
46. 26
46. 38
4 6.37
46. 37
4 6.33
Wall
44. 18
4 3.19
Ca bin et
GG
4 3.86
42. 06
102 .87
IC
4 4.02
4 2.29
MH
CL 43 .95
4 4.00
4 3.89
43. 84
4 4.01
Cob
44. 28
Fla t Ro of
CL 44.17
CL 45 .19
EC
4 4.98
44.
99
I /R
H eig DC
ht
Varie
4 6.91
4 6.35
4 6.11
DR
4 6.10
1h
43. 97
4 4.30
I/R 1h
4 7.11
4 6.37
46. 36
CL 46.07
BO
Willo w 16 h
4 6.15
H /Rail
P aving
43. 89
44.10
44. 07
ye lo
I /R
44. 16
MH
G ra ss
4 2.41
4 2.72
LP
4 4.11
ER 4 4.33
44. 20
4 2.86
4 2.47
MH
CL 43 .97
45.26
IC
DR
0.3h
C on cre te
FR
Heigh
4 7.53
ER
47. 40
.Wall
4 4.05
Fla t Roo f
98. 74
TC
43. 92
4 3.67
LP
GG
4 3.85
Wall
4 4.76
4 4.66
Wall
46. 10
46. 10
IC
4 6.17
4 6.14
46. 11
Brick se tts
45. 61
45. 28
4 6.21
4 6.39
G ra ss
IC
CL 46.71
46. 07
U K 3h
45. 47
45. 25
C on cre te
BO
45. 14
44.78
DC
44.78
Ston
es
SI
I/R 1.5h
45. 21
C on cre te
4 4.78
44. 72
44. 76
44. 24
ER
44.70
43. 94
Asphalt
43. 89
4 4.17
4 4.73
Pa ved
WM
4 4.05
44. 20
45. 22
MH
CL 45 .21
45. 21
ER
Asp h alt
4 6.97
Flo we rbe d
4 6.22
Ret
43. 83
4 4.08
UC
44. 24
RS
44. 10
4 5.19
BO
4 4.81
MH
CL 46.23
4 7.12
0.7h
46. 09
G ra ss
4 7.47
FH
G ra ss
46. 86
46. 82
CL 46 .73
Wall
4 6.08
46. 13
MP
47. 04
4 7.57
46. 32
46. 30
46. 38
4 6.08
0.7h
45. 52
DR
CL 45.59
46. 92
4 6.72
4 6.41
4 6.25
4 6.28
IC
Ho lly 4h
B rick
Wall
MH
CL 45.46
45. 49
IC
46. 70
46. 58
46. 32
46. 33
CL 46 .35
4 7.61
U k 4h
4 6.24
46. 31
4 6.36
IC
ER
45. 66
4 6.03
LP
47
4 6.35
4 6.30
CL 46 .73
45. 64
45. 56
4 5.57
UK 6 h
45. 06
I/R 1 .5h
45. 07
CL 44 .82
G ra ss
4 4.20
4 4.17
44. 21
MH
4 4.59
44. 44
ble
MH
CL 44.17
44. 27
44. 28
G oa l
4 5.05
Pa ved
4 4.20
44. 27
4 2.39
4 2.53
43. 98
44.11
ye low
ub le
44. 56
4 4.23
44. 18
44. 27
42. 76
4 3.78
44. 09
4 5.53
MH
CL 45 .56
BO
Ston
es
Pa vin g
42. 88
43. 93
4 4.04
ER
h
4 5.48
45. 42
MH
CL 45.10
4 4.94
44. 75
44
.7
1
43.87
4 3.94
43. 89
44. 29
IC
Dou
4 4.00
4 4.10
44. 10
4 5.36
45. 41
CL 44 .21
ER
4 4.23
I/R1
1h
WaCo nc rete
ll 0.
4 6.00
7h
I/R1
h
LP
45. 53
45. 35
CL 46 .71
IC
4 5.27
SI
44. 94
45. 04
Co nc rete
4 4.62
BO
1h
42. 48
h I/R
7h
4 6.78
U K 6h
IC
CL 46 .29
MH
CL 46 .27
BO
4 6.10
Wa
44.24
44. 28
4 2.35
4 5.49
45. 32
4 5.25
4 5.20
Pa ved
4 4.96
I/R 1h
MH
CL 44 .47
4 4.48
IC
45. 56
l 0.
45. 00
44. 89
45. 11
44. 48
lin es
4 4.23
4 4.04
4 5.47
45. 38
45. 32
4 4.87
GG
4 4.89
4 4.88
44. 86
G ra ss
CL 44 .44
44. 37
4 4.22
Do
CL 44.30
WMs
CL 44.25
4 5.28
44. 86
4 5.02
4 5.05
IC
IC
4 4.20
4 4.93
4 5.04
44. 45
MH
4 4.35
4 4.13
CL 44.26
44. 19
LP
LP
MP
4 4.33
44. 16
44. 20
44. 10
MH
G ra ss
4 2.84
43. 93
TC
44. 34
4 4.29
43. 30
4 4.24
4 3.87
4 3.98
43. 89
Sto
44. 04
4 2.65
4 2.30
4 4.00
MH
CL 44.07
4 4.12
44. 91
44. 39
ST08
FH
A sph
4 2.49
4 3.77
LP
Wa
0.7
47.
47. 50
4 7.09
46. 89
46. 44
46. 29
V eg eta tion 2h
4 6.12
4 6.17
46. 13
ll 0.7
44. 93
44. 20
4 3.31
4 3.09
UK 8 h
Pa vin g
h 3h
alt
4 4.28
43. 13
4 2.55
44. 01
Mes
He
4 2.91
4 3.98
44. 02
4 3.85
44. 09
46. 04
B rick s et ts
MH
CL 46 .17
WL
Co nc rete
Wall
45. 50
47. 66
47. 61
LP
46. 80
FL
46. 30
4 6.07
4 6.08
Pa lm 5 h
46. 35
45. 51
45. 16
GG
4 7.46
A sh 1 0h
4 7.13
46. 82
46
. 13
h
CL 45.60
1h
44.30
44.27
43. 17
44. 06
4 3.91
DC
43. 98
43. 90
44.16
42. 64
4 3.96
4 4.04
Asp h alt
4 4.80
Pave d
ll 0.3
Flo we rb ed
S /Birch 8h
IC
MH
CL 45.54
4 4.51
4 4.53
MH
CL 45.58 4 5.58
DR
6 5.72
4 6.34
G ra ss
4 4.39
44. 27
GG
4 4.23
44. 19
1h
PO
Fla t Roo f
4 5.51
4 4.91
UC
Wall
4 2.58
4 3.90
Wa
1h
45. 63
4 6.36
4 5.48
Wall
44.29
TC
4 2.65
LP
4 3.85
Wall
4 5.54
FL
45. 45
Sap ilng
4 5.23
Asp h alt
47. 68
47. 29
47. 03
46. 92
46. 66
46. 51
46. 89
46.08
Wall
4 6.03
ER
MH
CL 45 .48
45. 37
MH
CL 45.19
46. 45
46. 43
DR
4 5.50
Flo we rbe d
44. 93
4 6.45
Flo we rb ed
6 1.88
4 5.57
45. 46
4 5.14
4 5.05
4 5.08
4 5.00
4 4.86
GG
44. 84
44. 50
4 4.33
47. 17
4 6.96
Flo we rbe d
46. 37
I /R
1h
45. 00
Co nc rete
44. 18
LP
4 3.02
4 6.94
4 6.94
4 6.45
ST0 4
46. 48
Fla t Roo f
45. 57
4 5.61
Wall
C on cre te
44. 52
44. 41
A sph a lt
44. 30
4 4.01
4 4.05
4 3.93
46. 86
4 6.55
4 6.43
I C 4 6.53
CL 46 .57
Peel House
45. 64
ER
MH
CL 45.58
45. 67
MH
CL 45.57
A sh 8 h
47. 22
Wa ll 0.5h
37
44.
4 4.26
UK 1 0h
43. 89
MH
CL 43.84
Peel House
MH
CL 45 .57
U K 5h
4 5.23
4 5.20
0.8h
44
.3
4
42. 91
4 2.48
Pa vin g
DC
Pa ved
4 5.42
45. 13
4 4.96
Wall
44.33
4 3.88
4 5.57
46. 56
46. 56
45. 57
45. 62
4 5.55
4 5.55
45. 31
4 5.28
C on cre te
FP
ER
FL
4 5.60
4 5.52
4 5.15
LP
45. 14
44. 90
h
4 5.26
C ob b le s
44. 78
ER
46. 72
46. 49
46. 43
C on cre te
W all 0. 35
FP
44. 68
4 5.31
4 5.27
4 4.78
44. 38
WM
44. 39
4 4.25
4 4.30
UC
47.
47. 11
4 7.00
Pave d
MH
CL 45.58
4 5.28
FP
CL 44.45
Co nc
4 4.23
4 4.38
GG
4 4.36
44. 22
4 4.32
PO
43. 26
43. 28
U k 5h
46. 88
U K 5h
4 5.29
FP
IC
4 4.35
44. 23
GG
4 4.21
43. 10
UC
46. 73
4 6.51
Asp h alt
4 4.19
42. 83
42. 70
4 6.51
4 6.45
45. 88
BO
43. 25
42. 75
G
47. 01
Flo we rbe d
GG
46. 43
46. 61
45. 96
46. 59
44. 35
MH
CL 44.20
4 2.74
U K 10 h
42. 70
S/Birch 6 h
46. 03
FL
4 5.63
6 1.86
4 5.67
MH
CL 45 .29
47. 41
47. 24
4 7.00
Fla t Roo f
ER
47. 02
4 6.54
4 6.63
45. 65
6 1.93
45. 49
44. 40
4 2.45
43. 96
4 4.01
4 6.64
45. 89
4 5.52
4 5.39
4 5.18
4 4.26
4 6.91
4 6.62
45. 73
Pave d
Wa
44.
39
4 4.46
4 4.28
46. 81
4 6.48
45. 74
4 5.63
Fla t Roo f
GG
4 5.23
4 5.32
LP
44. 16
44. 12
43. 36
Pave d
I/R
Flo we rbe d
G ra ss
4 3.38
4 3.09
4 6.92
S /Birch 6h
ER
DR
4 7.27
4 7.03
4 6.83
46. 67
4 5.63
47. 17
4 6.54
S/Birch 6 h
45. 65
4 5.57
4 5.23
47. 49
47. 30
Flo we rbe d
4 5.72
BO
4 5.63
1h
4 5.34
4 2.94
UK 9 h
SB 1 8h
45. 55
45. 63
G ra ss
4 7.08
46. 61
45. 63
g
45. 92
Stu mp
Un ma de G rou nd
4 5.59
0.2
h
45. 64
H/R
lt
A spha
47. 23
4 7.06
46. 96
46. 60
46. 63
avin
Uk 5 h
Pave d
45. 65
45. 68
45. 33
4 4.72
46. 97
46. 86
4 6.68
46. 71
4 5.53
45. 53 ER
Pave d
I/R
lin e
4 5.40
44. 30
46. 75
4 6.57
4 6.69
45. 83
4 5.97
Bric
kP
FL
4 5.64
P aving
1h
4 5.49
4 5.46
1h
3
44.4
PO
MH
CL 45 .50
45. 49
4 3.01
42. 64
45. 50
H
/R
48. 98
4 5.24
BO
45. 63
45. 64
of
Fla t Roo f
45. 60
Co nife r 1 2h
4 5.95
Co nife r 1 2h
Pave d
4 5.65
4 5.63
Ro
4 5.34
4 5.64
Peel House
45. 64
ER DR
45. 54
4 5.53
4 5.35
4 5.34
43. 30
45. 53
1h
PO
54. 29
45. 25
45. 21
4 7.34
47. 12
Wall
H/R
Fla t Ro of
0.5h
Sap ilng
4 6.88
1h
/L
GG
46. 54
46. 56
4 5.57
8h
C
44. 45
47. 37
47. 15
4 5.66
4 5.64
4 5.51
4 5.45
CL 44.73
44. 51
44. 33
4 4.42
45. 76
4 5.62
4 5.64
Roo
PO
4 5.48
A sph a lt
IC
4 4.50
GG
4 4.31
4 4.33
4 4.43
43. 48
42. 67
47. 22
4 7.03
e1.
MH
CL 45.52
4 5.36
44. 78
WM
4 4.38
GG
44. 37
44. 78
43. 36
f line
f ilne
MH
CL 45.42
PO
UC
44. 47
44. 39
4 3.45
43. 22
42. 86
45. 60
4 5.66
47. 4
47. 13
4 6.62
Wall
51
45. 63
UC
4 4.49
43. 08
42. 85
4 2.75
MH
CL 45 .63
FL
45. 64
47. 04
Flo we rbe d
4 6.77
4 6.67
S /Birch 10 h
4 5.63
C on ifer 12 h
THL
45. 67
S mo ke
O utle t Ba se me nt
47.13
47. 00
4 6.92
46. 61
46. 64
DR
f line
Fla t Ro of
4 9. 17
45. 61
Pave d
4 8.98
Roo
44.4
9
44. 58
4 4.38
4 5.50
Fla t Ro of
4 6.70
4 6.73
45. 87
4 5.69
45. 55
g
Pavin
43. 63
bles
4 7.29
4 6.81
4 5.77
4 5.67
CL 45 .64
ER
Brick
4 5.56
4 5.52
Cob
LP
4 7.17
46. 66
Pa ved
S /Birch 10h
IC
4 5.64
46. 85
4 6.99
BO
Pave d
VP
45. 65
4 5.65
4 5.64
GG
46. 63
4 6.76
4 5.62
45. 98
Pave d
Smoke
O u tlet Bas emen t
S mo ke
O u tlet Bas emen t
45. 66
4 5.65
4 5.40
43. 29
42. 76
of lin
e
Ro
45. 65
6 5.79
S mo ke
Ou tlet Bas emen t
4 5.65
44. 54
4 5.64
Fla t Ro of
MH
CL 45 .66
4 5.63
Flo we rbe d
4 5.33
45. 24
45. 34
PO
bb e
ls
4 7.20
46. 66
4 6.74
4 6.70
4 6.79
I/R
45. 25
P aving
44.
Co
f line
f line
4 5.50
45. 37
45. 38
4 5.35
5 0.43
44. 42
Roo
45. 41
/L 0.5h
4 4.52
SI
Roo
44
.5
3
C
44. 57
Roo
GG
4 5.25
A sph a lt
44. 42
45. 23
4 4.41
MH
CL 45.61
4 5.29
44. 47
4 3.77
1 .8
h
47. 26
4 6.87
Sapling
4 6.78
4 6.78
BO
46. 56
S /Birch 10 h
4 5.69
45. 59
44. 74
44. 69
4 3.59
43. 49
C /B
46. 72
4 6.78
4 5.68
4 5.73
45. 67
4 6.67
4 5.64
SI
43. 36
4 3.04
46. 69
BO
4 6.81
45. 68
45. 79
4 5.74
45. 62
IC
CL 45 .64
H edg
8
44.4
44.59
43. 27
4 3.05
43. 05
43. 00
45. 67
49. 16
4 6.80
4 5.68
Pave d
4 5.66
4 5.66
45. 66
USB
H/R
G o al
42. 90
4 5.70
5 7.18
4 5.68
PO
55. 91
PO
ER
4 5.87
4 5.63
4 5.71
4 5.64
Pa ved
45. 61
45. 57
45. 68
Fla t Ro of
ER
Top o f Bu liding
Uk 1 2h
DR
45. 64
45. 34
Su b sta tio n
46. 96
RS
46. 94
4 5.68
PO
PO
45. 61
U nmad e Gro un d
Sap ilng
4 5.64
45. 42
4 6.84
46. 86
4 6.74
4 5.67
fline
C on ifer 12 h
Pa v
ing
MH
CL 45.61
4 5.63
G ra ss
44. 82
4 6.63
GG
4 6.61
4 5.71
BO
4 5.57
ER
VP
45. 39
44. 63
44. 57
44. 71
4 2.83
4 5.65
45. 63
45. 65
4 5.27
44. 52
GG
4 4.50
44. 50
44
.5
7
45. 65
S mo ke
O u tlet Bas emen t
S mo ke
45. 62
45. 64
45. 64
4 5.64
4 5.57
Flo we rbe d
45. 37 4 5.47
Roo
45. 63
f ilne
Asp h alt
Pa vin g
4 3.95
43. 56
4 5.59
45. 58
4 5.41
44. 71
GG
4 4.51
4 3.75
4 3.57
4 3.46
1.8h
RS
MH
CL 46 .64
4 6.71
46. 79
45. 61
4 5.62
45. 66
45. 61
P aving
4 5.38
4 4.86
44. 64
Roo
44. 58
LP
G oa l
43. 22
4 3.10
LP
C/B
46. 65
4 5.65
FL
4 7.34
46. 94
RS
46. 96
DR
ER
4 5.64
PO
4 5.63
G ra ss
46. 93
4 6.93
46. 76
RS
Smoke
Co py
PO
Pave d
PO
ER
Ro
4
44.6
43. 59
43. 59
4 3.20
43. 08
IC
A sph a lt
46.81
CL 45 .63
C on ifer 12 h
47. 00
CL 47 .01
46. 66
LP
4 6.75
4 5.60
IC
4 5.62
4 6.93
47. 00
46. 78
RS
RS
4 6.74
Pave d 4 6.69
ER
Pave d
4 5.64
45. 62
46. 81
4 6.74
46. 78
46. 78
46. 79
45. 68
PO
4 5.61
49. 16
45. 57
Asp h alt
TC
4 6.82
4 5.59
PO
Ro
44
.6
9
A sph
alt
4 5.62
45. 53
45. 33
P aving
44. 59
4 4.68
4 3.01
Way
4 6.71
4 5.61
PO
4 5.64
Walk
Flo we rb ed
4 5.40
4 5.45
4 6.38
Roo f ilne
PO
CL 45.64
Wall
44.7
3
4 5.62
45. 61
PO
Way
IC
IC
CL 45.63
46. 84
46. 62
46. 85
C op pe r b ee ch 10 h
MH
CL 45.64
Walk
6 5.80
FL
4 5.65
LP
4 4.53
44. 49
ST0 3
GG
46. 61
46. 81
46. 69
ER
45. 63
Fla t Ro of
45. 64
45. 63
46. 84
A sph a lt
46. 80
46. 79
MH
CL 46 .57
46. 41
45. 60
ER
4 5.62
4 5.63 VP
Pave d
4 4.77
TC
4 4.03
4 3.80
4 6.73
46. 78
MH
CL 46.70 RS
Pa ved
4 6.42
FL
45. 62
45. 61
S mo ke
O u tlet Bas emen t
43. 70
43. 43
4 2.95
Pave d
46. 64
46. 71
45. 87
45. 57
45. 57
4 5.55
UK 4 h
4 5.45
CL 46.67
RS
MH
CL 45 .58
4 5.62
4 5.43
45. 41
44. 97
4 6.
4 6.70
MH
46. 68
45. 61
MH
CL 45 .60
4 5.58
45. 57
44. 73
4 4.70
46. 63
46. 61
46. 60
46. 65
LP
4 5.53
4 5.55
BO
MH
CL 45.61
45. 47
44. 63
4 4.65
Pa ved
46. 59
4 6.47
4 6.44
4 5.64
Pa vin g
4 5.60
4 5.48
4 5.37
45. 48
4 4.58
4 4.67
4 4.66
46. 77
4 6.61
GG
46. 33
RS
1.4h
4 6.54
Pave d
45.
4 5.38
50
4 5.49
44. 83
4 4.58
MH
CL 44 .71
G ra ss
43. 59
4 6.88
4 6.87
46. 89
46.76
46. 37
4 6.35
65. 80
4 5.64
45. 43
4 5.48
4 5.06
P aving
GG
4 4.62
SI
44. 11
4 3.90
43. 36
4 6.8
A sph alt
VPs
4 6.47
4 6.39
I/R
4 6.55
IC
CL 45.54
MH
CL 45.61
44. 75
44. 74
43. 98
43. 66
4 3.27
46. 70
4 6.35
4 6.33
Asp h alt
4 6.55
4 5.71
Peel House
MH
CL 45 .61
4 5.56
Pa vin g
4 3.54
4 3.40
4 3.11
46. 83
MH
CL 46 .53
46. 82
45. 43
G ra ss
CL 46.81
LP
46. 68
46. 79
4 5.63
4 5.93
MP
4 4.76
4 3.10
.00
4 6.42
VP
4 6.82
Step
46. 52
46. 40
4 5.56
4 5.60
4 5.54
45. 35
44. 89
FH
44. 66
IC
46. 80
Pa ved
45. 60
44. 78
GG
44. 61
4 4.62
LP
46. 88
Pave d
ncrete
45. 48
4 5.50
4 5.55
44. 66
4 3.92
4 3.86
Co
4 6.80
46. 66
46. 49
46. 35
4 6.57
I /R.1h
45. 57
TC
UC
CL 45.61
4 5.50
ER
44. 20
4 3.52
ries
4 5.54
4 5.53
45. 61
IC
46. 38
46. 80
46. 80
t Va
BO
4 5.48
4 5.57
45. 65
I/R
45. 46
45. 38
45. 13
5 0.28
Pave d
THL
nil e
45. 51 Heigh
DR
4 5.59
P aving
45. 33
45. 33
45. 46
ER
ST09
RS
46. 83
Sapling
Asp h alt
FLa t Ro of
46. 42
46. 60
1.8h
T ac
78
6 5.81
4 5.58
MH
CL 45.45
4 5.44
45. 07
SI
44. 81
44.
45.58
Fla t Roo f
Pa vin g
MH
CL 45.53
45. 38
45. 58
45. 17
4 5.25
SI
44. 71
4 6.64
S tep s
I/R
P aving
4 4.99
4 5.54
LP
4 5.36
44. 91
4 4.76
MH
CL 44.76 BO
4 4.91
GG
4 4.75
4 4.85
44. 82
Asp h alt
44. 67
4 4.05
IC
CL 45 .89
4 5.82
.1h
alt
A sph
44. 74
44. 70
A sph a lt
44. 88
4 4.75
44
. 82
44. 83
44. 41
44. 15
4 3.90
Crick et p it ch
46. 81
4 6.37
46. 41
G ra ss
ER
Ro of
Tac
UK 5 h
44. 09
43. 79
4
4 6.82
4 6.76
46. 46
4 5.55
4 5.58
4 5.11
44. 82
U K 5h
43. 81
43. 74
4 3.56
43. 45
line
PO
Asph a lt
46. 62
46. 58
4 5.61
yellow
Asp h alt
46. 57
4 6.58
Pa ved
4 5.59
4 5.53
45. 43
4 5.22
4 4.99
uble
Asp h alt
LP
CL 46.41
46. 38
MH
CL 46.39
46.35
4 5.59
44. 86
4 3.23
IC
46. 38
Pave d
G ra ss
ER
4 5.54
45. 57
4 4.97
44. 82
44. 76
R
46. 27
MH
CL 45 .80
45. 62
G ra ss
45. 17
LP
S/Birch 5 h
G ra ss
Do
Ro of
45. 49
IC
45. 05
44. 77
Training Police
Station
W allH
45. 35
44. 88
4 5.17
44. 86
44. 85
P aving
CL 44 .54
S /Birch 5h
4 6.65
46. 61
4 6.71
4 6.48
t.W
all
44. 76
44. 76
44.
76
4 4.74
MH
4 4.16
43. 73
4 6.60
46. 60
4 6.57
TC
4 6.43
45. 78
CL 45 .52
4 7.15
47. 14
4 7.03
2.5h
LP
GG
45. 57
MH
4 5.03
45. 07
4 4.87
44. 88
G ra ss
4 3.58
MP
Asp h alt
4 6.40
GG
46. 37
4 6.39
4 6.39
4 6.40
46. 71
GG
4 5.39
45. 36
Pave d
44. 87
C on cre te
U k 5h
4 4.69
4 4.86
44. 50
45. 27
45. 07
44. 51
44. 35
43. 49
4 3.32
45. 48
4 5.04
Co nc rete
44. 80
ncrete
44. 88
GG
4 4.77
G ra ss
Co
G ra ss
44. 69
44. 41
44. 11
4 3.72
44. 80
44. 92
44. 87
44. 60
4 4.56
RS
UC
4 6.43
46. 56
THL
4 6.43
46. 42
46. 51
.1 h
44. 84
4 4.64
Pave d
46
4 4.50
LP
UC
46. 79
Asp h alt
THL
4 6.46
Co nc rete
4 5.86
4 5.85
45. 50
45.
4 3.88
RS
FL
4 6.86
4 6.41
4 5.89
RS
4 4.88
4 6.67
CL 46.54
PO
4 6.85
46. 53
Asp h alt
4 6.17
45. 93
4 5.60
4 5.25
4 5.08
MP
MH
nil e
4 6.86
er te
4 6.11
4 5.80
GG
4 4.74
44. 93
44. 91
4 3.45
4 6.53
Ro of
Se rvice Tun ne l
Conc
4 6.12
4 5.65
RS
4 5.53
4 4.90
44. 75
4 4.904 4.92
4 4.85
43. 66
4 5.69
d
Pa ve
d
45. 76
45. 79
4 5.78
SI
4 4.88
LP
4 4.83
44. 52
44. 51
4 6.70
gle
Co
ncrete
ye
l ow
nil e
4 6.79
PO
46. 83
LP
45. 11
Pa vin g
44. 91
44. 87
44. 72
4 6.58
46. 10
45. 59
44. 92
44. 83
44. 85
44. 83
RS
44. 94
44. 91
CL 44 .90
44. 63
Sin
PO
46. 71
46. 79
yellow
MH
CL 44.84
MH
CL 44.82
4 4.87
4 4.98
44. 87
MH
4 4.61
4 4.40
4 4.23
I/R
IC
CL 44.84
44. 77
4 4.68
44. 50
43. 96
IC
CL 46 .77
LP
Sing
44. 89
4 4.84
4 4.69
4 4.68
44. 39
44. 50
44. 42
4 3.83
46.
S er vice Tun ne l
46.73
46.61
46. 57
4 6.60
G ra ss
ire s
44. 65
4 4.51
LP
46. 13
ncrete
CL 44 .38
44.80
MH
4 4.27
43. 82
4 3.70
46. 73
46. 65
4 6.60
4 6.67
46. 56
4 6.43
GG
4 4.89
t Va
1
Hedg
e 0.5h44.9
44. 59
4 3.66
4 3.44
45. 14
4 4.93
4 4.91
4 4.91
4 6.57
46. 52
Co
44. 93
CL 44.94
4 6.40
46.61
46
.4
9
CL 46.44
46. 63
Heigh
44. 89
MH
4 6.71
G ra ss
46. 54
PO
MH
46. 47
A sph a lt
4 4.90
UC
F lo
BO
C on cre te
4 6.54
4 6.40
GG
4 6.32
4 6.48
4 6.47
4 6.47
4 6.19
VP
PO
46. 36
46. 50
ncrete
4 6.35
4 6.48
46. 06
4 5.95
of lin
e
4 4.66
4 4.49
4 4.50
PO
46. 35
4 6.45
Se rvice Tu nn el
LP
Co
4 6.37
Paved
4 6.30
RS
46. 10
4 6.01
4 4.93
we
LP
4 4.39
4 3.99
46. 48
4 6.34
4 6.40
45. 99
4 4.92
RS
46.29
46. 12
4 6.12
4 4.95
BO
EC
46. 40
RS
45. 83
4 4.95
4 5.13
CL 44.73
4 6.48
4 6.34
G ra ss
45. 59
4 4.94
4 4.91
MH
CL 44 .59
TL
4 6.41
4 4.89
44. 95
4 4.65
MH
46. 31
Co nc rete
4 6.23
4 4.99
4 4.94
44. 96
45. 13
44. 59
CL 44.54
ve d
46. 27
4 6.27
4 5.03
Tac
44. 97
4 4.97
4 4.98
MH
4 4.48
4 6.43
4 6.42
PO
/L
45. 07
4 5.05
44. 96
CL 44.80
4 5.16
4 4.96
45. 04
RS
MH
CL 44.54
46. 46
4 6.43
C
44. 94
LP
BO
MH
LP
44. 31
46
. 44
46. 46
Roo
BO
4 4.65
4 4.49
44. 40
4 4.51
4 4.20
43. 93
46.35
RS
CL 46.44
Paved
45. 11
2.5h
4 4.99
LP
4 3.88
4 6.42
MH
4 6.40
MH
CL 46 .31
Wall
RS
4 4.35
4 3.94
G oa l
4 3.84
G ra ss
4 6.34
TL
46. 41
4 6.29
TL
Wall
ni g
43. 96
43. 85
4 6.44
4 6.29
RS
4 6.41
IC
CL 46.42
Co nc rete
4 6.29
Asp h alt
Co nc rete
4 6.37
ve d
44. 51
43. 76
4 6.40
46. 42
46. 45
46. 37
IC
CL 46 .38
C on cre te
4 6.25
46. 34
IC
46. 37
CL 46.38
4 6.39
4 6.29
4 5.84
45. 05
GG
46. 29
4 6.41
46. 21
ved
IC
CL 46.11
Pave d
CL 46 .44
Paved
4 6.33
4 6.39
4 6.03
GG
44. 92
LP
4 4.96
MH
46. 44
46. 41
4 6.25
46. 24
TL
BO
4 5.71
45. 90
45. 15
Pa
GG
44. 93
46. 52
4 6.43
46. 30
RS
GG
4 6.27
LP
45. 11
4 4.95
45. 07
4 4.95
4 3. 57
43. 35
2 .5h
h alt
46. 00
4 6.22
Pave
d
4 5.20
4 4.93
4 5.00
4 4.99
4 4.93
44. 64
4 6.43
46. 33
46. 41
Pave
2.5h
rding
44. 95
GG
4 4.94
44. 95
BO
44. 57
4 4.48
4 6.40
46. 39
4 6.41
4 6.29
RS
4 6.35
4 5.65
4 5.30
RS
45. 11
4 4.93
BO
LP
4 4.65
4 6.18
46. 03
45. 52 GG
45. 55
46. 40
4 6.31
4 6.28
46. 34 46. 38
45. 12
GG
4 4.95
CL 44.73
CL 44.57
4 4.38
4 6.42
4 6.32
46. 42
46. 42
Pa
Asp h alt
45. 06
44. 94
4 4.97
MH
MH
44. 49
4 4.16
Con
cret
e
4 5.09
5h
Hoardin
g 2.
44.81
4 6.42
Se rvice Tu nn el
4 5.01
4 4.66
4 4.51
4 4.41 GG
4 4.39
4 4.52
46. 25
RS
46. 29
46. 29
RS
4 6.03
4 6.04
Pave
d
45. 74
SI
e
Con
BO
4 5.35
4 4.93
44. 10
cret
46. 00
45. 75
44. 99
4 5.11
PO
46. 31
ve d
GG
4 6.27
46. 43
46. 00
45. 54
GG
45. 45
44. 95
RS
4 5.98
4 5.51
4 5.40
Pa ved
LP
4 6.29
IC
CL 45.97
45. 35
4 5.11
4 5.00
45. 05
4 5.07
4 4.59
4 3.51
46. 27
RS
4 5.92
45. 88
2.5h
44. 94
Pa
44.9
Hedg
e 1h
g
44. 95
4 4.69
44. 35
IC
CL 45.91
A sph a lt
Ho
ardin
BO
MH
43. 69
4 4.01
45. 92
45. 20
4 5.13
LP
4 4.55
4 4.59
4 6.42
4 6.28
46. 43
45. 08
BO
4 4.93
BO
Paved
44. 92
CL 45.10
GG
44. 93
CL 44.79
BO
44. 65
Se rvice Tu nn el
Pa
BO I C
4 4.98
44. 93
MH
Pa ved
LP
GG
44. 87
46. 40
45. 14
BO
44. 95
44. 93
44. 96
44. 11
44. 99
C on cre te
C/B
CL 45.07
GG
44. 93
4 6.41
4 6.40
G ra ss
rete
MH
BO
45.10
CL 45 .02
44. 94
CL 44.91
4 4.70
44. 58
4 4.68
CL 44 .83
43. 15
C/L
C/L 2.5h
AV
0.2
h
45.04
e 0.
4h
44.9
2
Hedg
erbe
d
Flow
MH
4 4.65
44. 68
44. 57
44. 52
46. 19
CL 46 .39
G ra ss
CL 45.02
4 4.91
4 4.82
4 4.78
44. 56
GG
44. 39
4 4.38
43. 73
46. 23
G ra ss
45. 75
UC
2.5h
MP
4 4.85
4 4.73
44. 60
4 4.63
g
45. 06
4 4.87
CL 44.61
4 4.52
LP
oa
rd
ni
Pave d
44. 75
MH
4 4.49
44. 51
44. 28
CL 45 .11
4 6.18
H
LP
4 4.98
44. 65
4 4.87
44. 40
44. 23
46. 14
46. 00
4 5.80
IC
CL 45.82
IC
CL 45 .84
IC
MH
45. 09
MH
44. 93
44. 57
4 4.48
4 4.14
46. 29
4 6.36
UC
45. 91
45. 93
45. 10
Br
46
Brick
4 6.17
4 6.23
SI
MP
44. 99
4 4.97
BO
BO
4 4.94
43. 88
43. 92
4 6.16
45. 67
BO
4 4.95
45. 00
44. 91
RS
4 6.31
TC
4 5.03
44. 86
46. 55
46. 41
4 6.38
4 6.25
BO
4 5.06
4 5.04
4 6.40
4 6.4
46. 45
LP
4 6.18
4 6.01
46. 15
46. 07
4 5.60
45. 83
44. 97
Pave d
BO
4 4.99
LP
44. 93
MH
43. 42
2h
h I /R
45.1
BO
45. 06
44. 86
43. 74
Pave d
SI
UC
LP
4 5.11
45. 10
BO
4 4.93
4 4.92
4 4.78
4 6.30
CL 46.29
46. 32
45. 07
BO
4 4.95
44. 86
4 4.71
44. 68
46. 41
46. 34
IC
4 5.99
Pave d
45. 48
WM
44. 96
BO
45. 06
GG
4 4.94
44. 83
44. 67
46.46
4 6.24
GG
45. 92
45. 87
4 5.32
45. 12
LP
44. 97
44. 92
CL 44.94
4 4.57
4 4.50
4 4.51
GG
46. 32
1h
5h
SI
BO
LP
BO
MH
44. 66
44. 48
44. 39
LP
4 6.30
4 6.24
4 6.12
4 5.84
4 5.95
4 5.75
Co nc rete
45. 12
4 4.99
44. 63
4 4.47
44. 42
4 4.53
44. 24
DC
h
4 6.29
46. 09
MH
CL 45.86
UC
45. 09
S er vice Tun ne l
Met Po lic e Tr ain ing c olle ge
44. 93
4 4.55
44.42
LP
4 4.32
4 4.11
4 6.30
45. 78
46. 06
45. 81
45. 85
4 5.45
4 4.97
BO
45. 11
.5 h I/R
1.8
Pa ved
45. 96
MH
CL 45 .95
45. 78
4 5.70
45. 74
4 5.11
4 5.09
BO
4 6.12
45. 77
I /R
2.
4 4.93
Wa ll0
CL 46.04
4 5.83
C on cre te
4 5.66
4 5.46
4 5.58
45. 21
44. 99
Pave d
45. 09
BO
UC
CL 44.90
4 6.33
45. 63
45. 70
45. 50
45. 01
44. 99
BO
45.08
4 4.98
IC
MH
CL 44.83
43. 31
2.5h
rding
4 4.64
44. 42
4 5.54
4 5.66
4 5.43
4 5.36
45. 20
44. 97
4 5.11
ST0 1
4 5.11
BO
IC
CL 45 .81
Pave d
45. 57
45. 08
4 5.10
45. 14
45. 12
4 5.09
BO
G ra ss
46. 23
5h I /R
1.8h
45. 25
45. 10
Co nc rete
48. 58
BO
W all 0.
46. 00
IC
4 5.52
4 5.43
Co nc rete
45. 13
4 5.11
4 5.13
Fla t Roo f
4 5.08
BO
4 5.07
GG
4 5.38
4 5.38
4 5.57
LP
4 5.59
2h
4 6.00
4 5.38
4 5.31
MH
CL 45.09
4 4.95
45. 08
EC
45. 18
45. 37
BO
45. 68
45. 36
.8h
W all
4 5.07
44. 94
Pa ved
Co nc rete
THL
BO
GG
4 4.94
4 4.94
4 4.33
4 4.28
I/R 1
Flo we rbe d
LP
4 5.18
45. 05
Con cre te
4 3.88
4 4.09
45. 58
4 5.44
h
LP
C on c
45.11
GG
4 5. 02 BO
44. 98
46. 32
RS
46. 29
45. 28
1 .8h
Wa ll2
45. 11
0
BO
45. 06
4 3.94
I/R
2h
FH
45.1
7
.0
45
Pave d
MH
CL 44 .99
44. 48
W all
4 5. 90
45. 54
DC
4 5.71
45. 06
LP
44. 91
LP
BO
46. 2
4 5.71
45. 83
I /R 1.8h
MP
45. 08
BO
4 5.05
44. 93
4 4.97
4 4.64
44. 57
BO
44. 00
alt
2.5h
Hoar
ding
Hoa
2.5h
4 4.90
4 4.65
4 4.47
Co nc rete
4 5.60
4 5.42
1.8h
GG
4 5.04
7
ni g
BO
44. 95
GG
4 4.90
44. 65
44. 46
LP
4 6.39
46. 29
45. 56
45. 42
45. 41
I /R
h
45.0
BO
44. 54
44. 47
4 4.42
44. 52
I/ R1.5h
1
4 4.53
44. 35
4 6.41
RS
4 5.35
4 5.33
Wa ll2
W all 2h
45. 24
Pa ved
4 5.93
4 5.40
45. 26
CL 45.34
.8h
Flo we rbe d
BO
BO
LP
4 4.44
LP
44. 41
44. 29
4 4.13
Po rta -C ab in
IC
45. 11
I/R 1
45. 50
Hoard
4 5.06
GG
44. 92
BO
BO
44. 09
A sph a lt
45. 09
A sph a lt
45. 24
U K 15 H
BO
Map le 5 h
44. 07
G oa l
4 5.90
4 5.77
4 5.18
4 5.29
Co nc rete
45. 31
45. 31
2h
LP
4 5.03
44. 92
4 4.93
44. 89
LP
45. 18
4 5.13
45. 37
UK 1 8h
Flo we rb ed
4 5.42
MH
CL 45.29
TC
4 5.00
4 5.04
GG
44. 90
44. 87
CL 44 .83
4 4.64
43. 93
Asph
45.1
4 4.92
4 4.89
IC
44. 48
IC
CL 46 .29
LP
45. 93
C on cre te
45. 33
Wall
Flo we rb ed
Co nc rete
46. 17
4 5.91
45.82
45. 68
4 5.46
45. 16
4 5.48
45. 30
45. 15
45. 12
4 5.31
44. 89
LP
BO
4 4.56
4 4.54
45. 43
45. 73
45. 42
4 5.27
IC
CL 45 .28
45. 16
4 5.04
4 4.97
45. 04
44. 64
44. 43
EC
45. 27
45. 18
2.5h
44. 54
LP
44. 44
I/R
45. 12
h
4 5.07
Pave d
4 5.95
45. 07
0 .5
LP
44. 16
G ra ss
4 5.41
45. 28
45. 30
45. 27
RS
45. 40
4 4.91
4 5.59
45. 32
45. 26
4 5.18
MH
CL 45 .14
g
45. 02
4 4.90
4 4.93
44. 06
45. 55
4 5.50
4 5.29
4 5.17
45. 13
ni
Wall
4 4.95
A sph a lt
45. 28
Asp h alt
45. 26
UC
45. 27
Tac
45. 03
oard
CL 44 .93
46. 00
45. 51
4 5.16
45. 28
RS
RS
MH
44. 88
BO
46. 01
45. 90
4 5.30
PO
4 5.30
4 5.29
4 5.23
4 5.32
45. 27
H
4 5.09
GG
44. 89
4 4.67
44. 27
A sp
45.28
Pa ved
4 4.89
44. 57
4 4.48
4 5.35
M etal 1h
45. 34
4 5.78
DC
Sap ilng
1.8h
4 5.26
4 5.09
45. 05
4 4.41
4 5.53
45. 41
4 5.39
4 5.46
IC
CL 45 .47
45. 16
45. 26
4 5.53
MH
CL 45 .41
45. 52
LP
I /R
45. 02
4 4.96
BO
LP
BO
44. 69
4 4.49
4 5.44
45. 36
GG
45. 34
4 5.40
LP
4 5.40
B ark
45. 30
I /R1.8h
Asp h alt
44. 98
44. 21
4 4.48
LP
4 5.71
45. 27
45. 10
4 5.30
LP
4 5.44
45. 42
GG
45. 39
45. 30 C on cre te
45. 32
1.8h
W all 2 h
44. 97
l 2.3h
0.5h
44. 92
44. 57
44. 48
44. 60
.3h
13
45.
44. 64
44. 57
LP
Wall
45. 09
45. 50
DPDR
4 5.73
THL
4 5.32
4 5.11
4 5.29
1.8h
I/R
I/R1
Wal
I/R1.
3h
45. 02
4
45. 66
45. 58
Wall
45.23
2 .3h
45. 06
S/Birch 1 0h
Co nc rete
45. 33
Wall
LP
UC
CL 44 .96
45.59
CL 45.44
4 5.27
I/R
MH
CL 45 .13
4 5.01
4 5.10
GG
4 4.90
MH
FL
PO
IC
I/R 4 5.32
1.8h
4 5.06
MH
CL 45.01
S/Birch 1 0h
44. 91
4 4.95
44. 90
48. 43
45. 43
4 5.11
45. 23
B ark
45. 07
S /Birch 10 h
S tora ge
44. 94
CL 44.98
CL 44 .81
Fla t Roo f
CL 45 .53
45. 52
A sph a lt
45. 33
1.8h
4 6.07
4 5.85
45. 65
4 5.48
45. 49
45. 58
45. 44
4 5.51
45. 56
IC
4 5.48
45. 41
4 5.21
I/R
4 5.20
45. 03
MH
MH
A sph a lt
UC
4 5.35
4 5.23
4 5.46
I /R 1.5h
45. 33
1.8h
UK 7 h
4 4.97
4 4.92
44. 70
43. 61
GG
45. 04
4 5.24
MH
CL 45 .10
I/R
4 5.08
4 4.92
BO
LP
BO
4 4.72
44. 59
44. 61
43. 78
F ol
f line
45. 02
45. 23
FL
45. 24
45. 11
CL 44.91
4 4.65
44. 50
4 5.29
Pave d
45. 17
4 5.15
C on cre te
MH
4 4.72
44. 59
LP
4 4.42
4 4.29
45.70
werbe Co
bbles
d
F ol
nil e
Ro of
ight
He
.3h
45. 85
MH
CL 45.68
45. 65
45. 55
4 5.98
1.5h
Wall
I/R1
4 5.72
4 5.66
4 5.56
I/R
I/R 1 .5h
45.49
CL 45.49
4 5.48
4 5.43
.3h
P
4 5.97
4 5.50
45. 43
IC
CL 45 .58
4 5.63
4 5.21
4 4.92
44. 92
44. 73
4 4.61
all2
8
45.2 2
45.1
44. 93
W
44. 52
4 4.62
44. 22
I/R 45. 31
1.8h
45. 09
4 5.31
I /R1.8h
4 5.45
A sph a lt
45. 51
PO
LP
IC
4 5.29
45. 06
4 5.59
4 5.56
GG
4 5.53
45. 57
4 5.59
MH
CL 45.15
45. 08
.5h
4 5.57
45. 69
45. 59
4 5.58
Tu rn r ail2.5h
4 5.53
29
GG
4 4.94
4 4.67
44. 41
oard
ing2
4 5.21
45. 02
45. 90
45. 71
45. 90
RS
G ra ss
45. 24
46. 05
46. 11
45. 96
45. 73
45. 68
Ash 15 h
45. 42
45. 27
DP
45. 17
45. 91
LP 46. 01
4 6.02
45. 61
4 5.50
45. 18
4 5.06
45. 03
FL
S tora ge
45. 95
45. 85
4 5.81
45. 60
45. 55
45. 66
4 5.60
4 5.17
45. 30
4 9.70
4 9.30
LP
45. 73
45. 7
45. 94
1h I/R
2.5h
LP
4 5.90
C/L
RL
4 5.13
45. 13
4 5.02
W all
4 5.90
4 5.90
DC
2 .5
h
H
GG
44. 96
.3h
4 5.90
GG
4 5.87
4 5.79
4 5.73
Pave
d
I/R1
4 5.10
45. 77
45. 92
46. 03
CL 45 .86
4 5.75
4 5.62
Box
3h
45. 86
4 5.92
TV
MH
4 5.70
LP
Pa v
ed
l 2.
Pave d
4 5.74
Pa ved
45. 93
45. 81
4 5.73
4 5.68
4 5.60
4 5.57
45. 55
45.
DC
4 4.25
bbles
Co
d
werbe
2.5h
oarding
H
1h
Wall
1h
ll1 h
Wall
Wa
UC
4 5.02
44. 93
4 5.59
4 5.44
Co nc rete
LP
I/R 4 5. 33
1.8
h
45. 08
4 5.97
4 5.79
4 5.70
4 5.66
45. 64
FP
4 5.57
45. 41
5h
45. 11
45. 03
BO
LP
BO
44. 52
4 4.63
45. 61
4 5.40
I /R1.8 45. 32
h
4 5.12
4 5.01
CL 45 .07
4 5.35
4
4 5.26
MH
CL 45 .08
IC
4 5.80
LP
CL 45.71
45. 89
RS
45. 58
2.
4 4.93
CL 45 .10
45. 93
45. 76
45. 66
Asp h alt
45. 61
Pa ved
I /R1.8h
45. 30
45. 27
ER
45. 04
4 5.07
MH
IC
45. 84
4 5.87
4 5.95
45. 65
4 5.29
45. 31
45. 11
Wa
45.1
DP
4 5.15
45. 18
4 5.21
4 4.99
4 4.77
LP
RS
Pa ved
45. 10
4 5.05
4 5.04
45. 04
DC
44. 96
44. 59
45. 08
4 5.07
4 5.05
45. 09
44. 69
4 4.26
4 5.13
45. 13
45. 00
45. 67
GG
4 5.71
4 5.74
4 5.95
4 5.95
FP
45. 76
45. 33
ding
Hoar
44. 53
44. 64
4 5.01
4 5.03
45.01
45. 01
4 5.09
44. 43
CL 45 .12
4 5.06
RS
DC
4 5.01
44. 99
4 4.99
44. 76
45. 97
MH
CL 45 .80
BP
FP
45. 61
Pave d
U K 10 h
4 5.23
S/Birch 5 h
4 5.03
4 5.08
4 5.00
C on c
4 4.44
1h
Wall
S /Birch 5h
45. 14
Co nc
4 5.10
GG
4 4.98
BO
LP
BO
44. 33
Wall
19
45.
4 5.07
4 5.10 45. 19
LP 45. 15
4 5.04
4 5.03
44. 75
44. 67
44. 59
4 5.63
MH
CL 45 .53
4 5.26
45. 11
MH
Asp h alt
4 5.77 RS
RS
45. 65
45. 87
4 5.80
MH
CL 45 .75
45. 71
45. 74
4 5.75
RS
4 5.66
MH
CL 45.75
45. 97
4 5.62
4 5.61
45. 61
4 5.51
4 5.68
45. 77
45. 83
45. 80
WM
45. 89
I/R 2.5
h
45. 69
4 5.74
45. 73
45. 66
4 5.77
LP
4 5.59
45. 61
45. 48
4 5.66
45. 60
45. 28
45. 26
Asp h alt
45. 07
4 5.13
TC
GG
4 5.45
45. 81
1.8h 45.81
lis
4 5.79
G ra ss
45. 78
Pa vin g
Wa ll 1h
45. 89
45. 77
PO
4 5.68
4 5.55
45. 59
45. 55
45. 64
4 5.96
TV
4 5.73
45. 76
45. 67
Tre
LP
LP
GG
4 5.73
45. 91
LP
45. 88
GG
4 5.74
4 5.96
RS
4 5.59 45. 58
45. 47
4 5.80
TC
C on c
45. 09
Pa ved
45. 04
45. 07
CL 45 .09
44. 62
LP
CL 45 .65
4 5.70
45. 80
45. 91
45. 89
45. 79
CL 45.73
IC
A sph a lt
MH
CL 45 .79
45. 82
4 5.81
45. 77
4 5.76
IC
4 5.66
50. 15
4 5.31
45. 26
4 5.09
4 5.88
GG
4 5.70
45. 84
A sph a lt
4 5.73
4 5.57
4 5.65
Fla t Roo f
4 5.68
4 5.29
TV
4 5.75
4 5.58
4 5.81
4 5.82
4 5.18
45. 11
GG
45. 10
2.5h
GG
4 4.95
45.16
CL 45.08
MH
4 4.56
44. 67
g
4 5.25
4 5.03
MH
GG
4 5.03
44. 78
4 4.57
Map le 6 h
C on cre te He lip ad
rdin
45. 13
4 5.07
45. 09
4 5.07
44. 71
4 4.69
FP
Hoa
44. 98
45. 26
4 5.17
4 5.03
45. 25
BO
LP
BO
45. 09
IC
CL 45.36
45. 30
4 5.34
45. 31
4 5.18
CL 45.09
45. 02
4 5.07
1h
44.89
4 5.24
CL 44.85
4 4.79
CL 44.83
4 4.53
U K 8h
MH
CL 44.74
45. 20
MH
4 5.04
4 4.99
4 5.08
4 5.18
Sap ilng
45. 18
GG
44. 99
4 5.12
4 6.09
4 5.81
45. 66
4 5.53
4 5.46
FL
THL
45. 08
4 5.22
S /Birch 5h
45. 12
Pa ved
4 5.12
45. 86
45. 73
4 5.86
45. 81
G ra ss
4 5.67
4 5.64
45. 38
45.05
4 5.24
S/Birch 5 h
LP
45. 23
45. 19
4 5.12
MH
L ime 8 h
CL 45 .22
45. 12
45. 02
4 4.67
44. 29
MH
Co n ta in er
4 5.03
4 5.06
LP
4 5.24
4 4.60
C he rr y 8h
44. 65
45. 04
45. 02
4 5.28
45. 33
GG
45. 17
4 5.05
MH
44. 69
44. 81
44. 81
44. 66
4 5.34
P aving
45. 09
4 5.08
1h
45. 01
GG
45. 02
4 5.32
4 5.35
45. 34
Wall
45.17
4 4.71
44. 62
45. 38
45.25
45. 15
4 5.34
45. 40
4 5.34
4 5.22
45. 13
44. 82
I/R 1 h
45. 45
IC
CL 45 .36
45. 33
4 5.35
CL 45 .39
45. 04
44. 77
44. 54
4 5.09
4 5.27
4 5.38
MH
GG
45. 00
BO
44. 84
2.5h
45. 40
1h
CL 45 .30
CL 45 .25
45. 06
LP
44. 82
44. 76
4 5.37
ing
4 5.14
LP
46. 19
Sapling
45. 69
LP
45. 68
IC
CL 45.67
4 5.66
DR
CL 45 .47
Roo
1.5h
Wall
0.5h
45.35
MH
MH
45. 08
BO
h
4 4.77
44. 74
4 5.05
Main Reception
IC
Hoard
45. 27
4 5.06
I/R1
4 4.87
Concr ete
Ra mp
4 5.40
G ra ss
45. 05
GG
4 4.98
CL 45.10
PO
CL 45.31
45. 12
45. 09
LP
44. 88
44. 58
CL 45 .06
CL 45 .07
MH
MH
45. 30
CL 45.69
4 5.62
4 5.61
MH
MH
45. 11
4 5.24
4 5.28
4 5.06
44. 93
44. 79
44. 57
45. 09
45. 11
45. 19
45. 28
45. 31
45. 08
4 4.99
4 4.87
44. 71
h
4 5.56
45. 40
45. 68
45. 13
4 5.25
45. 28
45. 11
Co n ta in er
Tac
45. 23
45. 01
4 4.70
GG
4 4.54
I/R 1
45. 24
4 5.20
45. 26
45. 17
45. 05
45.49
CL 45 .27
4 5.07
4 5.35
45. 41
45. 32
45. 35 4 5.36
4 5.39
45. 38
4 5.09
44. 54
4 5.51
4 5.25
MH
4 5.17
45. 39
Wall
4 5.07
IC
CL 45 .69
45. 21
4 5.16
45. 25
LP
4 5.44
4 5.40
45.1
9
4 5.08
45. 41
45. 56
45. 21
4 5.21
4 5.25
EC
4 5.32
CL 45.31
FH
45. 39
d
4 5.45
45. 38
CL 45 .04
4 5.03
GG
4 5.04
ave
B/P
CL 45 .39
4 5.34
4 5.22
45. 10
45.
45. 06
19
MH
LP
1.4h
BO
4 4.66
Hed
ge
H/R
MH
45. 16
PO
4 5.10
C onc
CL 45.30
MH
45. 39
BO
Sap ilng
4 5.39
BO
BO
45. 12
4 5.11
H
45. 24
MH
End
46. 12
CL 46 .00
Pave d
BO RS
BO
4 5.12
45. 01
Varies
46. 90
MH
4 5.42
45. 24
45. 11
45. 11 4 5.24
4 4.93
Wall
46. 00
46. 12
Sapling
4 5.35
4 5.31
1.5h
Sap ilng
4 5.16
I/R
4 5.37
45. 39
4 5.02
c WSP Group plc
44 .56
45 .05
BO
GG
BO
LP
45. 08
Co nc rete
CL 44 .83
4 4.9 8
IC
4 4.42
45 .20
BO
4 5.13
4 4.9 8
ge
Hoa
rding
BO
44 .93
4 4.65
MH
4 4.4 9
4 5.11
4 4.5 9
CL 44 .54
4 4.6 5
MH
44 .95
.5h
n
i g2
4 5.13
4 4.9 4
44 .91
44. 95
CL 44.73
4 4.95
4 4.9 2
RS
44. 93
rbed
BO
A sph a lt
we
LP
BO
44 .89
44. 93
44. 93
4 4.91
MH
44.91
44. 89
ge
CL 44.38
44.80
4 4.6 5
4 4.5 1
44 .98
4 4.85
S alt
44 .91
4 4.87
44 .63
44. 50
4 4.6 4
KE
EP
44 .84
CLE
AR
44. 60
43 .45
GG
44. 74
4 5.08
44 .88
4 4.80
44. 92
45. 07
C on cre te
4 4.8 0
4 4.87
Co nc rete
Uk 5 h
44 .69
4 4.69
4 4.41
45 .03
4 4.87
4 5.07
4 4.5 1
4 4.3 5
4 4.8 8
44. 88
4 4.86
43 .49
4 4.50
G ra ss
LP
44 .86
44 .85
4 5.05
4 4.77
4 4.76
Ma ple 5h
P aving
4 4.76
MH
Tac
43 .58
45 .04
44. 88
GG
4 4.77
44 .87
G ra ss
4 4.56
Pave d
Ma ple 5h
44 .11
4 3.7 2
44. 90
4 4.75
Clot he s Ba nk
44 .92
44 .90
4 4.85
4 4.91
LP
44 .92
P aving
LP
44 .83
CL 44 .82
SI
C ab ine t
44 .88
4 4.72
4 4.5 2
4 4.5 1
43 .88
4 4.8 3
MH
RS
CL 44.90
44 .61
44. 40
44 .94
4 4.9 1
MH
44 .50
Map le 5 h
44 .42
43 .83
44 .23
4 4.87
CL 44 .84 4 4.87
4 4.5 0
4 3.7 0
43 .96
MH
CL 44 .84
IC
44 .77
44. 68
Asp h alt
44. 39
4 4.8 4
44. 69
44. 68
LP
4 4.89
44. 91
Hed
MH
44 .27
4 3.8 2
43 .44
GG
CL 44.94
0.5h
4 4.5 9
4 4.9 0
UC
F lo
44 .66
4 4.4 9
VP
PO
4 3.3 2
bs
4 4.8 9
MH
CL 44 .59
44. 39
44 .50
PO
Ma ple 5h
43 .73
45. 16
44. 99
4 4.94
44. 96
dHu
mp
MH
4 4.4 8
LP
4 4.3 1
4 3.9 9
43 .31
4 5.1 1
45. 04
4 4.9 8
4 4.2 0
43 .93
43 .66
4 3.3 3
44. 97
4 4.9 6
BO
S pee
4 4.5 1
43 .88
4 4.9 2
44. 93
BO
h
45 .07
45 .05 Ta c
4 4.97
44. 97
CL 44.54
44. 40
4 3.8 4
45. 15
GG
4 4.92
Hoar BO
d ni
g 2.
5
RS
RS
44 .96
CL 44.80
MH
4 5.0 0
BO
4 5.05
4 4.9 4
MH
BO
44 .49
4 5.1 1
BO
Pave d
44 .96
4 4.9 9
BO
LP
4 4.6 5
4 3.9 4
Ma ple 5h
44. 94
BO
GG
4 4.93
LP
43 .85
4 5.2 0
44. 93
4 4.95
BO
LP
44. 95
44 .93
4 4.6 4
44 .48
44 .35
4 4.95
GG
4 4.95
44. 97
BO
45 .07
44 .57
44. 38
44 .51
44. 97
4 4.95
4 4.9 9
CL 44.57
Map le 5 h
4 4.1 6
Asp h alt
BO
MH
CL 45 .11
4 3.7 6
G oa l
4 5.12
Pa vin g
R ema in s o f p a vin g
GG
4 4.95
44 .93
BO
LP
BO
45. 03
44. 94
44 .97
CL 44.73
4 4.1 0
45 .12
2.
5h
44. 41 GG
4 4.39
4 4.5 2
43 .57
43 .42
l
ing 2.5h
45 .06
MH
PO
43 .96
44 .95
4 5.0 1
45. 05
4 3.5 1
4 3.4 4
45 .00
44. 99
H oard
0 .8h
45 .02
45 .15
44 .93
4 4.6 6
44 .51
44 .35
LP
4 4.9 5
CL 44 .83
44 .67
4 4.5 9
SI
4 4.0 1
45. 07
MH
4 4.69
4 4.55
45 .14
P aving
4 5.0 0
4 4.9 3
BO
LP
BO
Asp h alt
44 .65
4 4.5 9
4 5.1 0
Pa ved
e Shru
4 4.70
4 4.58
44 .68
LP
45.09
45. 10
4 5.0 5
4 4.94
CL 44.79
Pa ved
Map le 5 h
o f wa
45 .01
2.5h
GG
4 4.93
MH
44 .68
4 4.5 7
44 .52
44 .11
44 .00
a ins
45 .12
4 4.9 3
CL 44 .91
44.81
43 .92
43 .69
10
CL 45 .09
CL 45 .10
Hed
MH
44 .65
4 4.99
IC
BO IC
4 4.9 6
43 .61
Rem
4 5.14
BO
BO
1h
44 .78
4 4.6 0
4 4.56
GG
4 5.02
4 5.0 5
CL 45.07
Wall
CL 44.61
4 4.52
44 .63
IC
CL 45.06
Ha rd co re
4 5.1 5
MH
BO
44. 95
44.99
4 4.8 2
MH
4 4.4 9
45 .11
CL 45.07
4 5.0 6
4 5.1 6
2.5h
LP
GG
4 4.93
45 .06
GG
44. 39
4 4.38
Hoard
IC
Hoar
d ing
CL 45.02
CL 45.02
L arg
erbe
d
Flow
4 4.40
LP
45. 13
A sph a lt
4 5.0 8
CL 45.09
4 5.09
MH
MH
4 4.94
44. 91
4 4.97
IC
BO
BO
4 4.94
4 4.8 5
4 4.73
Pa vin g
45 .04
BO
44. 95
45 .00
4 4.91
4 4.9 8
4 4.5 1
Ma ple 5h
4 5.0 6
Asp h alt
45 .03
4 4.8 6
44. 93
4 4.2 8
45 .04
MH
CL 45.13
BO
45 .04
Pave d
44. 75
4 4.8 7
4 4.2 3
45 .10
4 5.1 1
Pa ved
BO
44 .99
LP
4 4.93
4 4.8 6
4 4.6 5
44 .87
43 .74
R ema in s o f p a vin g
BO
45 .06
4 4.7 8
4 4.5 7
44 .48
4 5.1 6
45. 10
4 4.93
44. 92
4 4.71
44. 68
4 4.5 1
43 .88
4 5.07
S ub -Sta tion
CL 45.10
44 .86
Asp h alt
4 4.8 3
4 4.6 7
44 .50
44. 39
LP
Plan te r
45 .20
MH
BO
BO
CL 44 .94
4 4.5 7
Map le 5 h
BO
44. 95
4 4.1 4
45 .11
4 5.0 9
4 5.
0.4h
Hed
ge
44.92
MH
44 .66
44 .48
GG
4 4.94
l 1.8h
44 .53
44 .32
4 4.2 4
44 .09
4 5.0 6
4 4.9 7
4 4.92
BO
45 .11
4 5.21
P ane
BO
LP
BO
Asp h alt
45. 10
Co nc rete
Pa ved
45. 11
45 .09
4 5.1 9
rding
SI
44 .11
45 .09
LP
45.04
4 4.4 7
4 5.1 0
45 .14
ST0 1
45 .11
BO
45.08
BO
44. 93
44. 42
4 3.7 8
45 .24
45 .24
44 .63
LP
43 .94
4 5.11
4 5.1 3
45. 09
BO
44 .93
44 .55
4 5.0 8
45 .18
4 5.09
BO
Map le 5 h
44. 42
Pave d
LP
45 .18
EC
C on cre te
45 .12
BO
UC
CL 44.90
4 4.3 3
4 4.2 8
43 .69
4 5.0 7
GG
4 4.94
4 4.94
MH
4 4.6 4
44 .48
45 .08
BO
4 4.9 8
BO
4 4.3 5
4 4.13
43 .88
0
45.1
C on c
7
45.0
1
45.1
4 5.27
BO
CL 44 .99
44 .91
BO
LP
THL
45 .37
S ub sta tion
Fla t Ro of
48 .58
BO
MH
44 .57
45 .18
45 .30
45 .32
45 .05
4 5.0 6
7
45.1
43 .93
4 4.94
4 5.11
Pave d
4 5.02
4 4.4 7
2.5h
45. 06
LP
44 .64
44 .52
4 4.92
4 5.08
BO
45 .05
4 4.93
44 .97
4 4.6 5
44. 42
4 3.8 5
4 5.3 3
45. 31
BO
4 4.90
44 .90
4 4.2 9
4 5.3 6
4 5.0 3
rding
Hoa
BO
4 4.9 5
GG
44 .65
4 4.4 6
Map le 5 h
4 5.1 2
GG
Hoa
rd ni
g 2.5h
BO
BO
4 4.5 4
4 4.4 7
4 5.4 3
Re ma ins of pa ving
BO
4 4.8 9
BO
LP
44. 44
44 .53
7
45.0
BO
4 4.92
44 .93
CL 44.83
4 4.6 4
Ma ple 5h
LP
4 5.3 0
S /Birch 12 h
4 5.0 3
4 4.8 7
IC
44 .48
44 .96
45. 04
GG
4 4.90
44 .54
4 4.4 1
Hoa
4 4.43
44 .44
44 .09
10
44 .27
44 .16
44 .07
G oa l
LP
CL 44 .54
44 .16
S/Birch 5 h
4 5.17
44. 97
44 .82
4 4.8 6
45. 22
S/Birch 5 h
4 3.7 3
44 .99
4 4.76
45. 11
4 4.82
U K 5h
4 3.8 1
A spha
lt
UK 5 h
G ra ss
44. 83
4 3.7 4
4 4.74
MH 0 .1 Ø
44. 41
CL 44.76
IL 4 4.36
44 .85
4 3.2 3
44 .76
45 .17
Pa vin g
44. 99
45. 07
4 5.33
45. 25
SI
44. 71
4 5.3 3
44 .81
44.7
8
43 .45
Asp h alt
44 .91
BO
4 4.9 1
GG
SI
C ricke t p itch
43 .56
4 4.75
44 .82
44. 70
44 .15
4 3.9 0
4 3.3 5
43 .15
44. 88
4 4.75
Tac
4 4.0 9
43 .79
44.8
2
4 3.1 3
45. 38
Asp h alt
4 5.46
ER
ST09
4 5.1 3
4 4.78
45 .35
4 5.4 3
4 4.89
GG
45. 54
Plan te r
4 4.7 8
4 4.20
43 .52
4 5.5 0
P la n ter
44. 67
44 .05
4 2.9 8
44. 61
44. 05
44 .19
RL
53 .98
M esh
3h
4 4.1 8
Alde r 1 0h
TC
44. 01
44 .09
4 4.14
4 4.1 4
P aving
BO
4 4.2 5
4 4.2 4
Con
crete
4 4.1 2
4 4.34
CL
44 .33
l
wa
1.2h
4 4. 39
lin e
line
ye l
ble
ye l
ow
Dou
il ne
lin e
P aving
te
Co ncre
Pa ving
1.8h
te
Co ncre
Pa ving
Step
4 9.6 7
d
49 .45
Flo we
rbe
1.6h
P aving
4 9.4 0
W all
49 .33
49 2
. 9
Ste p
Ste p
49 .00
4 8.8 1
Step
4 9.1 9
49 .14
4 9.02
49 .05
4 9.0 9 Step
d
Flo we
rbe
Step
4 8.9 6
4 8.93
48 .93
48 .92
d
RS
4 9.16
4 9.4 0
49 .43
49. 65
49. 20
4 9.7 3
49. 43
RS
A sph a lt
Dr
wa
n
Ro
49 .78
halt
49 .32
RS
G rit
LP
4 9.5 3
49. 15 4 9.2 4
49 .26
4 9.14
4 9.3 0
4 9.77
4 9.8 7
BO
Co nc rete
4 8.88
V eg eta tion 2h
C/B
EL
53 .66
1 .8h
4 8.6 6
DR
48 .69
DP
4 8.3 3
46. 74
G ra ss
4 7.97
4 8.1 7
BO
4 9.1 8
4 9.18
MH
49 .25
49 .29
49 .17
C on cre te
4 8.7 9
49 .27
RS
4 9.2 6
GG
4 9.12
BO
4 8.7 8
48 .66
48. 62
48 .81
48 .77
49. 13
4 9.2 3
WM
49 .25
GG
4 9.13
4 9.2 7
48. 78
RS
4 9.20
4 8.8 7
4 9.16
BO
4
50.
BO
50 .12
49. 99
BO
GG
RS
5 0.1 3
G ra ss
BO
49. 19
As
49 .34
5 0.0 0
BO
50 .27
BO
LP
50. 14
BO
50. 23
BO
BO
BO
BO
4 9.3 6
5 0.0 0
4 9.91
BO
CL 49.69
49 .24
BO
BO
G G 4 9.12
48.8 1
EL
5 3.6 8
BO
4 9.13
49 .21
4 9.11
GG
4 9.14
LP
49. 10
RL
56 .99
5 0.0 4
IC
4 9.2 3
BO
BO
49 .21
4 9.10
48 .81
G ra ss
Uk 1 2h
CL 49.19
4 9.12
Dea d
G ra ss
RL
56 .99
THL
4 8.9 0
EL
53 .68
BO
4 9.2 2
CL 49 .05
CL 49 .04
rbe d
4 8.6 4
48. 28
BO
49 .81
GG
49. 39
A sph a lt
1 .5h
4 8.22
C onc rete
4 6.8 3
4 9.2 1
4 8.98
49. 04
4 9.06
C /L
47. 71
4 7.7 1
49 .93
49 .34
49. 24
4 9.27
G ra ss
Ma ple 2h
IC
IC
Un ab le to sur vey du e
n o ac cess
Priva te Ga rd en
4 7.6 4
4 7.7 1
46. 59
4 9.2 9
4 9.02
4 9.16
4 7.3 2
4 7.1 4
49 .85
BO
WM
4
49 .43
Asp
49. 26
TC
ph
ive
49 .39
TP
G ra ss
30m
CL 49.13
WM
49. 06
4 9.12
4 8.87
49 .60
49. 58
A sph a tl 3 0 mp h
ye
GG
4 9.5 8
CL 49.53
4 9.60
4 9.26
Pine 10 h
4 6.78
MH
4 9.3 6
. 3W 0.5 h
4 9.0 2
C/L
line
l ow
4 8.87
47. 47
46. 95
4 6.9 6
GG
4 9.48
4 9.4 8
MP
RS
4 9.33
4 9.4 7
G ra ss
CL 48.94
48 .90
4 8.87
G ra ss
4 8.7 5
46 .86
4 6.8 7
4 9.47
49. 29
49 .33
G ra ss
MH
Flo we
4 8.8 7 rb ed 4 8.9
2 S tep s
2 .5 h
1.8h
Hed
oub
LP
46. 89
46. 76
4 9.6 0
A sph a lt
4 9.43
48 .90
4 8.8 5
THL
47 .70
UC
46 .85
Fla t Ro of
52 .21
AB
46 .84
G ra ss
Fla t Roo f
50 .93
48 .86
46 .88
46 .90
4 6.78
4 9.22
49. 47
DR
RL
56 .94
h
4 8.61
48 .73
G ra ss
4 6.7 6
49
49 .51
4 9.5 6
MH
A sph a lt
4 8.79
4 6.88
FH
4 9.47
4 9.43
4 9.4 4
49. 48
WM
Flo we
rbe
EL
53 .87
RL
56 .90
C /B 1.8
48. 71
4 8.7 5
47. 43
ST0 5
46. 88
1.2h
MP
49 .59
LP
4 9.4 8
G ra ss
4 8.9 8
49 .07
Step
48. 10
4 7.0 6
GG
CL 46 .97
Co nc rete
re d
ble
line
yellow
uble
Do
C/B
t. Wall
Re
2.5h
C/L
ilne
re d
ble
Dou
t. Wall
Re
1.8h
C/B
2.5h
C/L
t.Wa
ll
Re
2.5h
C/L
ll
1.8
h
C/B
h
1 .8
h
1 .8
Wall
Wall
2.5h
Un ab le to surve y d ue
n o ac ce ss
P riv ate Ga rd en
4 7.2 5
46. 91
4 6.84
RS
I/R
CL 47 .14
Map le 1 5h
Ma ple 15 h
WM
46. 91
MH
Re
Doub
le red
t.Wa
l
Re
h
1.8
C/B
h
l 1.5
Wa
1h
Wall
ble
Dou
Wall
yello
Dou
ble
il ne
red
.Wa
ble
Dou
et.
R
2.5h
C/L
MH
46. 64
4 6.61
4 6.6 3
Dou
gle
Sin
1.8h
1h
nil e
w
yello
ble
1h
Wall
1h
Wall
1h
Wall
1h
Wall
1h
Wall
1.8h
ge
1h
Hed
Wall
1h
Wall
1h
Wall
1h
G ra ss
4 7.0 7
1h
46 .62
ER
4 9.6 3
Ma ple 15 h
4 9.27
CL 49 .15
4 8.8 9
46. 92
ge
46.58
U na b le to su rve y d ue
n o a cce ss
Priva te Ga rd en
EC
D
RS
4 7.0 4
MP
UC
46. 88
Fla t Roo f
51 .26
4 4.40
MH
CL 44 .40
Fla t Roo f
8 6.5 2
wline
1h
Wall
ll 1h
Wa
1h
1.8h
Wall
edge
H
1h
Wall
1h
Wall
1h
Wall
e1.
1h
Wall
1h
Wall
1h
1h
Wall
1h
RL
54 .31
4 4.50
C/B
0.2h
I/R
0.2h
0.2h
I /R
0.2h
IR
/
0.2h
0.2h
I/R
1h
Wall
1h
1h
Wall
1h
Wall
1h
Wall
8h
line
ye low
le
Doub
Conc
WM
4 4.50
44 .33
4 4.2 9
WM
49. 21
MH
4 9.23
C/L
4 7.09
46. 89
d
GG
43. 68
Rail
e ramp
ncret
ToW
44 .33
Ret.
Rail0
4 6.7 5
Pave
43 .68
4 4.3 3
IC
IC
44 .32
4 7.09
Re t .Wall
G ra ss
SI
43.69
DC
4 4.29 To W
Co
.6h
4 6.3 9
S tep s
44 .28
4 4.3 2
CL 48 .97 G ra ss
49 .05
48. 95
Rowan Drive
THL
4 6.4 1
Ca bin
4 4.3 4
4 4.3 1
Ca bin
LP
44 .18
LP
G ra ss
46 .87
46. 70
4 6.8 0
G ra ss
4 9.2 3
MH
4 8.9 8
DR
4 8.9 2
4 8.9 3
48. 88
4 7.1 2
4 7.29
Flowe
4 4.3 2
44. 33
Co nc rete
4 4.1 0
0.2h
I/R
2
46.6
0.2h
I/R
4 6.32
h
ll 1.6
Wa
5
16
46.
re te
Asp h alt
46. 99
47 .01
4 9.63
49. 22
47. 03
RE
A sph a lt
49. 57
UC
4 9.30
4 7.00
UK 1 0h
4 9.6 6
4 9.6 2
4 9.26
Fla t Ro of
52 .14
EL
5 3.9 8
4 6.71
4 6.3 6 Ste p 46 .38
44 .25
GG
4 4.1 0
EL
5 3.8 7
4 7.28
4 7.1 4
48. 92
46 .98
4 9.6 6
4 9.63
4 7.1 5
TC
GG
G ra ss
S tump
4 9.50
4 9.38
49 .08
4 8.9 8
Un ab le to sur vey du e
n o ac cess
49. 65
WM
Asp h alt
49 .41
49. 46
P riv ate G a rde n
A sph a lt
GG
C on cre te
49 .77
4 9.63
G ra ss
4 9.3 7
4 9.1 3
Asp h alt 48 .98
47. 07
LP
4 7.1 4
G ra ss
4 3.96
47 .22
49 .81
49 .56
4 8.94
4 9.09
47 .23
G ra ss
S /Che stn u t 15 h
MH
EL
54 .18
4 8.9 7
48 .94
49 .00
DR
4 7.22
47. 08
4 9.
4 9.82
WM
CL 49 .44
RL
57 .25
FL
49. 32
DP
4 9.1 7
DR
EL
53 .92
THL
49 .25
RL
56 .93
A sh 1 2h
49
49. 86
4 9.8 6
49 .82
4 9.78
Wa ll 1.5 h
IC
I C CL 44.31
4 4.2 9
4 4.31
f line
of lin
e
ye llo
ncrete
Co
e
Co ncret
0.7h
Wall
46.2
l 0.
8h
Pave
d
46.22
46.2
CL 44 .31
44 .30
Ro
I /R
w iln
e
0.7h
Wall
ncrete
Co
1.6h
Wall
0.7h
Wall
0.7h
Wall
1.5h
I /R
H/Ra
ltel
II C
C
CL
44.35
4 4.36
44 .24
4 8.78
48. 20
4 9.8 9
A sph a lt
4 9.8 8
49 .80
49 .74
G ra ss
49 .72
48. 98
4 8.8 3
G ra ss
49 .43
4 9.3 9
49 .29
Ste p
49 .15
G ra ss
4 8.84
4 7.12
47 .17
4 9.3 7
L
OH
EL
54 .14
4 9.21
49 .08
4 8.8 9
48. 74
48. 69
te
47. 12
46. 85
Tower Block
line
Co ncret
e
ble
ncret
e
Co
h
ll 0.7
Wa
re te
Conc
S alt
A sh 6 h
4 6.7 7 Co bb les
46. 94
46. 29
EL
5 3.6 3
WE
44.2 7
BO
Salt
f line
Roo
1.5h
1h
H/R
Conc
re t
e
0.8h
Wa
ub le
Bik
li 0.6h
Wall
IC
BO
43. 97
IC
CL 44.12
4 6.8 0
46. 74
4 4.32
Ca bin
BO
ER
44 .06
CL 44 .09
44 .05
44 .12
44 .27
1h
4 6.7 5
4 6.77
46. 66
I L 41.66
44. 02
4 4.02
44 .19
4 4.0 8
MH 0 .3 Ø
44 .10
46 .61
Wall
46. 59
G ra ss
49 .25
4 9.0 3
49. 01
A sph a lt
4 9.29
CL 49.43
Co nc rete
4 8.8 7
48 .70
Co ncre
DR
49 .53
52 .48
4 9.3 0
49 .29
4 9.2 7
4 9.0 2
Map le 1 0h
48. 67
C /L 1.5h
WM
MH
U k M 10 h
4 8.61
4 8.7 3
V eg eta tion 3h
C /L 1.5h
49 .87
4 9.8 0
48. 64
Ve ge tat io n 3 h
G ra ss
CL 49 .85
OHL 49 .77
4 9.3 0
4 9.2 7
RL
57 .27
4 9.01
48. 64
C /L 1.5h
47 .40
LP
4 7.4 1
THL
4 9.6 0
EL
5 4.2 0
EL
5 4.2 3
1.8 h
rete
G ra ss
4 7.4 0
4 7.36
4 7.19
4 7.04
le
4 3.98
BO
G ra ss
4 6.5 8
PO
IC
44.82 31
Ste ps
4 4.3 0
44 .30
44 .06
4 4.0 6
4 4.0 7
NB
4 4.0 6
S yca mo re 11 h
4 4.1 7
RL
52 .25
44 .10
4 4.0 7
43. 81
Alde r 7 h
4 4.1 3
4 4.04
4 6.49
Un ma de G rou nd
C on cre te
CL 46 .31
4 6.3 3
Co nc rete
4 4.0 8
44. 07
44 .10
44 .06
44 .08
4 6.32
4 6.4 0
U K 12 h
4+
44. 06
4 3.96
46 .61
46 .43
46. 42
CL 46.33
IC
CL 46.32
44 .82
44 .56
C onc
PO
IC
O HL
49 .44
C /B
4 8.36
4 7.23
4 7.31
C on cre te
49 .36
DP
49 .43
FL
4 9.39
THL
49 .57
Ste p
49. 28
C on cre te
48 .72
4 9.6 5
49 .67
RL
57 .47
4 9.23
CL 47.33
4 7.19
CL 49.75
4 9.6 8
4 9.2 2
48 .85
4 7.2 9
GG
CL 46.27
44 .32
4 9.3 3
DP
49 .29
4 9.16
Uk 7 h
U k 8h
MH
47 .33
46. 97
44.
4 4.2 8
4 4.05
S hru bs
Do u ble ye llow lin es
A sh 1 2h
RS
4 6.6 6
4 6.6 3
IC
Fla t Ro of
50 .14
44 .45
C ab in
4 4.0 6
Be ech 11 h
Alde r 1 0h
44 .07
44. 03
4 4.1 5
46 .65
46 .45
46. 21
46 .33
ER
SV
4 4.2 6
Alde r 1 3h
44 .15
RS
4 4.0 3
LP
43. 97
4 4.0 8
Alde r 1 1h
TC
G ra ss
4 4.1 0
4 4.03
4 4.1 5
4 4.1 9
EL
5 1.1 7
4 6.6 6
49. 32
4 9.27
rete
U k 7h
4 8.88
4 8.8 1
48. 18
4 6.16
44 .34
4 4.2 8
4 4.1 1
l 0.
4 3.97
4 4.1 2
Asp h alt
45. 35
4 4.94
46 .68
46 .46
MH
Fla t ro o f le ve l
50 .04
IC
li 1
.2 h
Ret.
wa
l
44 .12
44. 03
RS
4 4.0 9
rete
Top o f fe nce
I /R 2 h
To p of fen ce
C/B 2h
46 .70
46 .50
46 .2 6
En d
UC
4 6.30
CL 44 .32
4 4.01
4 3.99
4 4.0 0
G ra ss
44 .16
4 4.1 2
4 4.03
4 4.2 0
Conc
UK 8 h
44. 70
4 6.3 4
GG
4 6.14
4 6.16
CL 44 .31
44 .24
Asp
h alt
44 .27
A sph a lt
UC
47 .28
46. 09
4 6.1 5
4 6.15
ER
Ra
44.05
4 4.0 2
4 4.0 8
42. 68
4 6.7 0
CL 46 .12
CL 46 .12
46. 13
4 6.17
96 .86
orm
A sh 1 1h
S/B 1 2h
4 4.00
4 4.1 7
4 0.20
4 4.3 9
46 .71
46 .17
MH
MH
Pa ved
46 .32
4 6.3 5
4 6.3 2
WE
GG
4 7.21
GG
G
49 .
OHL
4 9.7 3 MH
EL
54 .35
THL
49 .81
49 .20
G ra ss
C onc
49. 08
4 8.94
1 .5h
4 8.8 2
U k 8h
4 6.20
46 .34
P ara p et le ve l
Platf
42. 66
4 3.98
4 6.5 5
4 6.2 2
TC
4 9.16
48 .99
C /L
THL
4 9.7 5
EL
54 .37
49. 32
.5h
4 9.1 2
4 8.9 5
PO
48 .94
4 8.94
4 8.91
Ve ge tat io n 2 h
4 8.70
GG
47. 23
47. 32
ER
C /L 1
G ra ss
Co nc rete
48. 78
4 7.4 1
A sh 1 0h
4 7.26
49
49 .79
49 .72
IC
CL 49 .78
G ra ss
44 .11
4 4.0 4
41. 09
4 4.4 2
MH
4 4.1 5
4 4.00
44 .09
4 2.29
44 .09
46 .75
46 .25
46 .16
4 6.27
Co l. ER
44. 02
44 .03
4 4.0 4
44 .09
43. 93
42. 62
44 .17
TC
4 6.3 4
4 6.33
Fla t Roo f
92 .30
w ilne
A ld er 13 h
46 .59
4 6.7 2
4 6.0 9
Tower Block
ye lo
4 3.86
Alde r 1 3h
4 6.4 8
ER
FRL
l
be
44. 01
44 .10
44 .07
43. 98
4 6.8 0
46 .46
Dou
4 4.1 3
40. 48 4 0.3 6
O ak 1 5h
LP
44 .09
4 3.94
IC
CL 44.03
AB
4 4.0 5
43. 96
4 6.8 7
46 .84
46 .45
4 6.1 7
ER 44 .37
Co nc rete
4 4.0 4
43 .97
G ra ss
4 3.89
43 .98
43. 99
DR
46 .01
4 6.17
Ste p
44 .09
4 3.93
TC
44 .07
Flo we rbe d
4 6.27
4 6.3 5
4 6.2 1
4 4.4 4
46 .69
46 .57
4 6.6 3
4 6.7 7
Fla t Roo f
8 6.5 3
43. 91
Ash 12 h
Syca mor e 1 1h
4 2.69
G ra ss
46 .25
52 .69
EL
54 .41
4 9.4 5
PO
Ve ge tat io n 2 h
G ra ss
4 7.32
47. 36
4 9.5 5
DR
4 9.5 4 DP
49 .50
THL
49 .73
49. 24
.5h
C on ifer 10 h
4 8.65
47. 35
4 7.4 2
4 7.31
G ra ss
WM
46 .91
46 .60
4 6.12
Flo we rbe d
4 6.2 0
4 4.3 8
46 .94
4 6.5 2
GG
46 .13
46 .15
MH
4 6.49
4 6.7 5
Flo we rbe d
4 6.1 2
4 6.2 6
FL
Co nc rete
4 6.6 2
46 .25
46 .10
45 .86
4 6.26
46 .96
46 .46
4 6.22
4 6.3 1
Sa lt
46 .19
4 6.20
Pave d
4 6.1 6
47. 37
Ash 8h
C /L 1
U k 18 h
48 .92
46 .24
4 6.1 4
46.8
4
MP
4 4.1 0
4 3.91
4 4.0 1
44 .07
4 3.99
44 .12
44 .13
4 4.02
46. 15
4 6.1 0
CL 45.80
47 .48
47. 47
LP
47. 32
46 .34
4
42. 67
Syca mor e 1 1h
Syca mor e 1 1h
Syca mor e 1 1h
4 4.01
4 4.0 9
MH
CL 44 .17
3h
ncret
e
45 .81
Flo we rb ed
MH
g
44 .00
A sh 1 3h
L ime 9 h
Stu mp
Ash 10 h
C on cre te
LP
Co
0.7h
45 .58
45 .58
4 5.7 0
47 .00
Wall
H/R
ER
FL
Fla t Ro of
86 .48
44 .38
46 .33
BO
45 .57
46 .26
46 .26
46 .30
FL
sUp
Wall
Step
4 6.24
Wall
45 .54
Flo we rbe d
45. 60
1.5h
l 0.
8h
H/R
4 6.28
Wa
46 .27
Co l.
Pave d
0.8h
46 .24
ER
Fla t Ro of
9 2.4 2
CL 44 .38
42. 66
A sph a lt
1h
Wall
0.8h
H/R
CL 45.56
1.5h
47 .02
4 6.7 9
46 .10
46 .13
4 9.08
47 .56
4 7.41
47 .49
4 7.42
46 .72
4 6.7 0
BO
Flo we rb ed
MH
4 6.2 4
H/R
4 6.2 9
0.2h
1h
l 1h
4 6.35
46 .35
DR
45 .52
Wall
Up
Wa
1 .5
ps
46.3 1
Fla t Ro of
10 2.8 6
MH
44 .08
A sh 1 2h
44 .12
44. 02
44 .19
M esh
I /R 2h
44 .02
4 3.82
442.
2.60
60
4 4.0 6
GG
44. 01
R ailwa y
DP
1h
0.8h
gi ht
h
Ste
Pa ved
4 6.2 9
46 .10
4 6.1 5
BO
Flo we rb ed
4 5.5 5
CL 45 .61
CL 45 .64
G la s s We l
47 .09
4 7.0 6
47.0 4
Flo we rbe d
46 .15
4 6.3 4
45 .54
Wall
4 5.6 0
IC
Wall
I/R1h
ei s
Var
1h
IC
He
Wall
nes
Wa
44.11
w lin
es
Sto
1h
70
44.
ie s
I/R
P la n ter
46. 26
4 6.2 8
/IR 1h
46 .25
4 4.4 0
44 .42
4 4.3 7
42. 63
A cer 10 h
44 .10
43. 98
4 4.0 4
4 3.99
44 .13
2h
t Var
DR
C on cre te
CL 44 .37
44 .04
GG
43. 93
re te
4 2.54
4 3.97
40 .26
C/L 2h
40. 03
4 4.63
Heigh
4 5.8 4
4 5.6 3
4 6.0 7
V aries
46 .29
Tower Block
44 .08
4 4.09
CL 43 .94
CL 43 .64
4 0.2 6
46 .34
To p of brid ge
40. 18
To p of fen ce
g
i ht
CL 46 .28
46 .28
4 4.1 6
ER
44 .01
RE
MH
MH
4 3.96
4 1.6 5
Ve ge ta tion Sma l Tre es 6h
4 2.67
Up
46 .26 Wa
llHe
ER
GG
A sh 1 2h
G ra ss
GG
43. 98
4 4.1 1
44 .15
40. 31
4 2.5 5
ps
4 6.2 6
Fla t Roo f
50 .13
Ste p
4 4.3 2
44 .06
P aving
44 .07
44 .11
42. 76
A sh 1 4h
4 2.40
Ace r 1 0h
A cer 7h
44 .08
4 4.0 2
A sph a lt
U K 15 h
Top o f fe nce
Ste
45. 21
1h
4 4.1 2
44 .11
4 3.95
10
Conc
44 .10
4 3.98
crete
V eg e tat o
i n Small Tr ees 6h
41. 04
45. 64
45. 18
H/R
9 2.4 0
R oo f ilne
4 3.93
4 3.92
A cer 9h
4 3.98
4 4.13
Con
O ak 1 4h
4 6.2 8
46. 34
Pave d
4 4.1 5
RS
44 .08
4 2.7 0
A cer 9h
44 .08
2h
41. 58
41. 98
4 5.24
1.5h 4 5.24
45. 23
44 .87
Pave d
h
e She
L im e 10 h
44. 07
C/L
40 .98
4 0.6 8
Pa vin g
I/R
ER
IC
1 5.
h
4 7.1 1
46 .91
4 6.8 6
GG
4 6.12
46 .34
4 6.1 5
Fla t Roo f
49 .98
4 4.1 4
4 4.1 0
44 .06
42. 82
44.06
A cer 9h
4 4.1 0
44 .03
S orb u s 4h
4 2.6 1
G ra ss
43.94
44. 07
41. 78
4 1.6 4
41. 56
2.5h
CL 45 .27
45. 25
DC
Fla t Roo f
5 0.3 3
CL 45.05
1 .5
Wall
MH
4 4.8 6
44 .89
IC
P/R
45 .24
46 .37
46 .35
46 .15
4 6.26
46 .38
4 6.3 7
46 .37
Willo w 16 h
G ra ss
4 9.3 5
49. 14
LP
ER
47 .40
4 9.4 1
OHL
4 7.53
46 .82
46 .21
4 6.3 5
4 6.11
DR
4 6.1 4
4 6.1 1
B rick s et ts
45. 26
4 5.43
DR
46 .35 P/R
46 .07
4 9.6 3
4 9.5 0
49 .65
C/B 1
.8h
49.59
4 9.1 8
47 .56
Asp h alt
46 .97
46 .36
CL 46.07
BO
e
DR
CL 45.59
45 .61
45 .28
45. 26
CL 45.19
C on cre te
ER
BO
rie s 45 .24
IC
Ste p s Up
IC
EC
44 .98
4 4.9 9
I/R
Heig DC
ht
Va
ER
4 4.7 4
FL
4 6.1 7
Co ncret
UK 3 h
G ra ss
PO
49 .51
49 .59
G ra ss
PO
FH
G ra ss
4 6.8 6
Flo we rb ed
46. 22
CL 46 .23
46 .39
4 6.1 0
46 .10
IC
0.7h
4 6.1 3
re t
e
0.7h
45 .52
MP
47 .04
47 .12
G ra ss
CL 46 .71
Wall
4 6.0 9
46 .08
4 6.0 8
Conc
Wall
MH
4 6.3 8
CL 46 .73
CL 46.73
H olly 4 h
Brick
BO
45 .57
46 .30
4 6.28
IC
4 5.6 6
CL 45.56
Pa v
ed
A cer 8h
44 .09
+ Ra
44. 00
4 4.0 1
4 3.88
4 4.1 0
4 4.08
Ace r 7 h
43. 96
4 4.0 3
A sph a lt
LP
44 .10
S orb u s 13 h
crete
43 .94
3h
USB
44 .04
C/L
44 .86
4 5.25
45. 30
IC
4 5.6 4
4 5.5 6
MH
CL 45 .46
li 1h
lin es
G ra ss
4 4.07
Con
ST1 0
4 4.05
Mesh
44.11
CL 44.14
G ra ss
Ace r 8 h
44 .05
4 4.05
Do
ER
MH
42. 78
4 3.89
Sa lt
ye low
4 4.1 4
4 4.14
44 .14
G ra ss
4 3.93
4 4.0 2
4 3.92
44 .05
2h
lin es
43. 77
MP
UCs
Co nc rete
Pave d
ER
45 .53
h
MH
44.74
el ye
llow
42 .52
43 .92
44. 10 FH
41 .61
40 .63
I/R1
G ra ss
GG
CL 44 .10
4 2.06
C/L
I/R 1h
Co nc rete
CL 44.09
4 3.86
IC
7h
4 5.4 9
4 5.4 7
45 .25
Co nc rete
4 5.21
45 .14
DR
0.3h
Con cre te
CL 44.73
44. 78
45 .24
45 .30
4 4.1 3
Asp h alt
IC
44. 02
0. 4
44 .01
44. 07
Dou
4 4.1 5
4 4.1 3
Pa vin g
44 .25
Wall
4 4.78
MH
44 .93
SI
I/R 1.5 h
BO
44.78
4 4.7 6
DC
4 4.9 4
4 4.2 0
4 4.02
MH
CL 44.16
4 3.92
45. 21
ER
Co nc rete
44.7 8
I/R
4 2.85
42 .83
C ab ine t
4 4.8 1
DC
FR
5 0.2 9
44. 77
45 .29
45. 22
MH
CL 45.21
4 4.7 2
les
4 4.37
Flo we rbe d
4 5.19
BO
44 .72
44 .73
Pa ved
44 .66
Pave d
Cobb
CL 44.29
4 3.1 9
44 .00
43. 89
43. 84
l 0.
h
C on cre te
Wa
ll 0.
46 .00
7h
I/R1
h
45 .48
Pave d
LP
UK 6 h
4 6.1 0
Pave d
4 6.9 2
rete
G ra ss
4 9.15
49. 12
48. 86
4 7.5 7
46 .32
h
4 9.60
49 .60
C onc
49. 09
49. 10
46 .72
4 6.4 1
4 6.25
RL
5 7.4 1
49. 12
4 6.3 2
4 6.3 3
CL 46.35
EL
5 4.3 8
49 .42
Ve ge tat o
i n 2h
4 7.48
46 .31
46 .36
IC
ER
THL
4 9.7 4
OHL
4 9.1 9
GG
4 7.53
47 .55
47. 47
10
Ret .Wall
4 3.97
44.10
44 .28
44 .21
IC
44 .26
45. 06
45. 07
CL 44 .82
44. 76
ER 4 4.3 3
CL 44 .17
MH
4 4.4 4
Ston
es
ER
Fla t Ro of
10 2.8 7
MH
4 4.3 0
44 .18
CL 43.95
I/R1
IC
4 5.3 6
46 .03
CL 45.10
I/R 1.5 h
4 4.75
44. 59
WM
4 4.1 7 44. 24
4 4.20
G ra ss
4 4.02
42. 29
MH
UC
44. 24
44. 05
4 4.2 0
Fla t Ro of
9 8.7 4
44 .16
42 .41
CL 43.97
P aving
43 .89
44. 11
RS
44. 10
42. 86
42 .47
MH
42 .72
LP
G ra ss
44 .20
44 .17
44 .21
4 3.92
43. 67
LP
TC
GG
43. 85
43. 89
4 4.0 5
CL 44 .17
4 4.2 0
44 .27
4 4.2 8
G o al
4 3.94
A sph a lt
BO
ble
MH
44. 18
44 .27
44 .27
42 .39
4 2.53
43 .98
4 3.83
4 4.08
4 4.2 3
ER
44 .23
P aving
4 2.8 8
4 2.7 6
43. 78
4 4.09
7h
LP
4 5.5 3
45 .35
CL 46 .71
45. 42
MH
45. 05
Pave d
ye lo
42 .48
4 3.93
4 3.87
43 .94
43. 89
44.0 4
Stone
s
4 4.24
CL 44 .21
4 4.0 0
44. 10
44. 10
R ailwa y
44 .22
44 .56
IC
4 6.1 7
4 5.2 7
4 4.94
4 4.94
4 4.62
46 .30
4 9.6 0
4 9.36
4 9.34
h
49 .53
49 .49
G ra ss
UK 1 0h
C /B2
4 7.5 4
4 7.61
Uk 4 h
4 6.58
CL 46 .29
IC
Fish Pon d
45 .41
lin es
WMs
4 4.2 9
44 .28
45. 32
45. 25
45 .20
SI
45 .04
C on cre te
4 4.4 8
4 7.46
4 7.50
47 .09
4 6.8 9
46 .70
RL
57 .42
C /B 1.6
4 9.4 8
49. 48
49. 51
V eg eta tion 2h
49. 44
47. 66
4 7.6 1
46 .80
46 .78
IC
CL 46 .27
BO
THL
4 9.7 5
4 9.5 1
4 9.54
rete
4 8.82
GG
Ash 10 h
47 .13
LP
46 .89
46 .44
4 6.24
U K 6h
MH
4 6.1 2
4 6.1 3
WL
46 .35
45 .56
45 .00
Pa ved
44. 96
CL 44 .47
el ye
llow
CL 44.30
CL 44.25
4 4.20
44 .23
4 2.35
ll 0.
4 5.49
GG
44. 89
4 5.1 1
I /R 1 h
MH
4 4.3 7
Do ub
LP
43. 93
Pavin
4 3.87
4 3.98
4 3.89
44 .04
4 5.4 7
Wa
4 5.3 8
4 5.32
44. 87
44. 88
4 4.8 9
44. 48
Wa
45 .50
45. 28
44. 86
45 .02
4 5.05
CL 44 .44
Co nc rete
4 4.93
4 5.04
4 4.8 6
G ra ss
MH
4 4.35
4 4.13
IC
IC
Do ub
CL 44 .07
4 4.12
45 .16
4 4.80
44 .93
LP
44 .45
4 4.3 3
4 4.16
44. 24
4 4.20
4 4.10
CL 44.26
44. 19
4 2.8 4
TC
MP
44 .29
4 3.30
MH
G ra ss
4 4.0 0
MH
CL 46 .17
CL 45.60
CL 45.54
45 .51
4 6.3 5
Flo we rbe d
46 .29
V eg eta tio n 2 h
MH
IC
Wall
44.30
44.2
7
4 4.04
42 .65
42. 30
4 3.77
LP
44. 91
44. 39
ST08
FH
4 4.34
43. 31
4 3.0 9
42. 49
P aving
3h
Pa ved
44. 20
A sph
UK 8 h
4 3.85
44. 09
M esh
alt
4 4.28
4 3.13
4 2.5 5
44. 01
43 .98
43. 90
44.1
42 .91
4 3.98
44.0 2
4 4.0 4
44. 53
4 3.17
4 3.91
DC
44. 09
G ra ss
Plan te r
A sph a lt
44 .51
44. 19
42 .64
4 4.0 6
CL 44 .08
44.09
6
4 3.9 0
43 .96
IC
44 .09 PO
CCTV
C/B
4 4.0 3
Box
4 5.5 1
46 .34
44. 39
44. 27
GG
4 4.23
DR
MH
4 4.9 1
UC
Wa
43. 88
44. 09
Co nc rete
4 4.3 3
TC
42. 58
Fla t Ro of
65 .72
FL
46. 30
46 .07
B rick s et ts
PO
4 6.36
45 .48
4 7.0 3
4 6.9 2
46. 66
46 .51
4 6.8 2
0.3h
4 6.0 3
4 6.0 4
46 .08
4 5.6 3
FL
4 5.4 5
S ap lin g
45 .23
ps
4 2.6 5
LP
CL 45 .19
4 7.6 8
4 7.2 9
Flo we rb ed
4 6.37
4 6.4 5
Flo we rbe d
4 6.13
Wall
l 1h
S /Birch 8h
Pa lm 5 h
l 0.
8h
4 3.0 2
4 3.93
4 3.8 5
ST0 4
46 .45
46.08
Wa
45 .58
CL 45.58
ER
45 .37
MH
MH
1h
49. 49
4 9.4 8
49. 52
C onc
Map le 9 h
C/L 1.5
h
4 6.4 3
4 5.5 7
DR
Wall
4 5.5 4
CL 45.48
4 4.93
C/L 1.5
h
V eg eta tion 2h
4 9.4 9
49. 35
4 9.18
4 9.23
Ve ge tat io n 2 h
4 7.6 1
4 6.4 5
4 6.4 8
Fla t Roo f
61 .88
4 5.5 7
CL 45 .57
45 .50
MH
4 4.86
GG
44. 84
46 .55
CL 46.57
Peel House
4 5.6 4
ER
CL 45.58
Pa ved
45 .61
MH
4 5.46
Flo we rbe d
4 4.5 0
LP
44.71
CL 43 .84
4 4.08
44. 18
4 4.01
4 5.6 7
45 .23
4 5.1 4
4 5.05
49 .49
U k 8h
G ra ss
49 .11
4 9.10
47. 57
4 9.4 8
Co nc rete
Ash 6h
PO
49. 10
49. 12
49. 00
48. 78
Uk 1 0h
Asp h alt
4 7.6 3
4 6.9 6
46. 43
IC 46 .53
45 .57
MH
Peel House
MH
CL 45.57
UK 5 h
Plan te r
45. 20
45. 08
4 9.4 7
4 9.41
4 9.34
4 9.48
47 .17
4 6.5 6
4 5.57
4 5.6 2
45 .55
45 .55
Pa ved
45 .42
45. 13
44 .96
44 .05
MH
4 5.6 0
4 5.52
45. 28
Co nc rete
FP
S tep
45. 00
Co nc rete
4 5.0 0
44.2
9
U K 10 h
4 3.8 9
DC
44. 08
4 5.2 9
45. 15
4 5.31
45 .14
4 4.9 0
h
45 .26
C ob b le s
44 .78
47 .74
LP
47 .74
4 7.59
46 .9 4
46 .94
49 .53
.6h
DR
DP
4 9.5 3
G ra ss
cre te
OHL
43. 89
4 3.9 6
W all 0. 35
FP
4 4.6 8
ER
4 4.52
4 4.41
A sph a lt
47. 61
4 7.7 1
Ash 8h
47 .00
4 6.8 6
4 6.72
C/B 1
4 9.46
4 9.4 2
Con
46 .88
LP
Co nc rete
44 .38
WM
44.38
4 4.3 6
44. 39
4 4.26
44. 30
4 4.0 3
4 4.23
4 4.25
44. 30
UC
Up
GG
44. 22
44 .32
PO
43. 26
4 3.2 8
42 .91
4 5.31
45 .27
4 4.7 8
Con c
GG
4 4.21
4 3.1 0
42 .70
4 2.7 0
4 2.48
P aving
49. 29
49 .13
4 9.0 7
49. 15
C /L 1.5h
4 7.73
47 .22
49. 48
49. 04
UC
47 .11
U K Mu lt i1 0h
U k 18 h
47 .41
4 7.2 4
4 7.0 1
Uk 5 h
G
Ma ple 12 h
Ve ge tat io n 2 h
G ra ss
47. 66
46. 73
46 .59
46 .49
4 6.4 3
46. 56
ER
FL
Ste
44
.3
4
42 .83
U K 10 h
4 3.96
4 4.0 1
43. 88
47. 67
4 7.7 6
A sh 1 0h
4 7.0 2
Flo we rb ed
46 .51
46. 51
Pave d
CL 45.58
Wall
44.3
9
FP
CL 44 .45
4 4.23
4 2.45
LP
4 3.8 6
45 .28
IC
44 .35
44.3
3
43. 94
43. 85
43 .85
GG
UTL ( Sunk en)
47. 77
Asp h alt
4 7.0 0
4 6.6 3
GG
4 6.43
4 6.4 5
7
44.3
FP
42 .75
43. 88
46 .91
4 6.54
4 6.61
45. 88
BO
MH
A sph a lt
P aving
4 3.2 5
4 4.0 0
DC
46. 64
45. 89
S/Birch 6 h
4 6.03
45 .96
U K 5h
CL 45 .29
46 .48
4 6.6 2
45. 73
45. 65
FL
45. 63
Fla t Roo f
6 1.8 6
45 .67
MH
Pa vin g
l 1h
44. 03
43 .88
45 .74
45 .63
Pa ved
Fla t Ro of
6 1.9 3
4 5.52
45 .49
ER
CL 47 .75
47. 67
4 7.7 6
Ve ge tat io n 2 h
49. 06
4 8.80
MH
47 .71
RS
G ra ss
I/R
Flo we rb ed
45. 39
4 4.4 0
4 4.3 5
CL 44.20
Wa
TC
43. 86
45. 23
GG
4 5.23
45 .18
44. 26
MH
44. 19
43 .97
ER
DR
1h
4 5.3 4
4 5.32
4 4.46
4 4.28
LP
4 4.1 6
44 .12
43. 36
42 .74
49. 23
4 7.62
Co nc rete
4 7.8 2
47 .27
46 .92
46.81
I /R
45 .63
4 5.65
45 .57
45 .63
G ra ss
H/R
lt
A spha
44 .72
G ra ss
43 .38
42 .64
47. 58
4 7.1 7
47 .03
4 6.83
4 6.6 7
Pa ved
4 9.2 7
4 7.69
UK M 1 0h
LP
Flo we rbe d
4 6.5 4
S /Birch 6h
S /Birch 6h
49. 29
49. 07
4 7.7 8
47 .62
4 7.4 9
4 7.3 0
4 6.6 1
4 5.7 2
BO
45. 63
UK 8 h
4 8.9 9
47. 70
GG
47. 68
47 .08
4 6.7 1
4 5.5 5
V eg eta tion 2h
4 8.87
G ra ss
47. 81
4 7.65
46. 60
4 5.6 3
g
Pa ved
4 5.46
45. 40
4 5.3 3
43 .30
4 3.0 9
4 2.44
.4 h
PO
4 6.5 7
4 6.6 9
4 6.68
46. 63
avin
Uk 5 h
G ra ss
49. 15
UK 8 h
C /L 1.5h
ER
RS
C on c
4 7.51
45. 97
Bric
kP
45 .92
Stu mp
Un ma de G rou nd
45 .59
C on cre
Co n fi er Multi 1 2h
48 .99
47. 62
47 .62
4 7.52
4 5.6 3
Pa ved
45 .64
45 .68
4 4.30
43 .01
42 .94
UK 9 h
SB 18 h
s I/R1
4 5.8 3
C on ifer 12 h
45 .95
C on ifer 12 h
FL
4 5.64
4 5.6 5
4 5.53 ER
48. 87
She d
48. 79
4 7.6 4
PO
47 .51
47 .47
47 .34
47 .06
46 .96
47 .81
47 .89
47 .37
47 .15
4 7.1 2
46 .97
4 7.2 3
Dou
42 .67
4 2.39
eigh
t varie
1.5h
of lin
e
Ro
Peel House
4 5.6 4
45 .63
Pa vin g
1h
45. 53
CL 45.50
G ra ss
4 8.9 6
PO
48. 87
4 8.94
4 7.2 2
47 .03
Flo we rbe d
Sa pling
4 6.88
46 .75
Wa
ll
H/R
MH
45. 49
A sh 1 2h
47 .13
46 .77
46 .67
GG
4 6.54
46 .56
0.2h
4 5.50
PO
45. 24
4 5.4 9
4 2.40
W allH
4 4.0 5
TCB
.03
44 .02
ncrete
Ro of
45 .64
Pa ved
4 5.6 5
e
Fla t Roo f
48 .98
P aving
4 7.0 0
4 6.6 1
4 6.64
46. 62
BO
C/B
Ro
ER DR
4 5.5 4
45. 53
1h
of lin
45. 34
45 .34
P la n ter
45 .21
Sh ed
4 8.8 9
4 7.75
4 7.0 4
46. 92
4 6.70
46 .73
45. 87
4 5.7 6
45 .57
G ra ss
4 5.53
45 .35
45. 25
44.43
H/R
Fla t Roo f
PO
5 4.2 9
0 .5h
44 .45
4 7.8 8
LP
G ra ss
Dou
C/L
4 4.51
44. 33
44 .42
4 7.76
4 7.77
47 .72
4 7.8 7
4 6.86
45 .64
45. 51
4 5.4 5
CL 44 .73
GG
4 4.31
4 4.33
44. 43
4 3.48
C on 12
GG
47 .46
47 .42
45 .77
S /Birch 10 h
SI
4 5.62
45.60
4 7.8 4
47. 90
4 7.9 7
47 .17
4 7.2 9
S/Birch 1 0h
DR
4 5.6 3
4 5.6 0
4 5.6 4
4 7.77
C/L 1.5
h
4 7.1 3
48. 9
GG
4 7.9 1
47. 79
48. 76
4 5.6 7
45. 69
4 5.5 5
4 5.6 6
4 8.8 5
48. 59
47. 80
47. 90
4 6.9 9
4 6.8 1
Wall
IC
4 4.5 0
44 .78
4 3.3 6
42 .86
Ro
4 4.37
43 .22
42 .85
4 2.7 5
CL 45.64
MH
C on ifer 12 h
FL
45. 64
46 .85
46 .76
46. 67
4 5.6 6
Step
C /L 1.5h
48. 81
BU
47. 94
4 7.71
Pa ved
ncrete
e
of lin
Asph a lt
WM
44. 38
GG
4 4.39
4 3.4 5
4 2.5 8
IC
ER
Fla t Roo f
65 .83
THL
4 5.6 7
S mo ke
O u tlet Bas emen t
4 5.6 4
of lin
e
CL 45.52
PO
45. 48
49 .17
45. 61
Pave d
45 .54
MH
CL 45.42
4 5.36
4 4.78
45. 64
45 .65
CL 45 .63
45 .50
Fla t Ro of
4 8.9 8
MH
Ro
44.4
9
45 .63
PO
47 .93
47. 96
h
47. 53
46. 63
46. 70
4 6.7 9
46. 56
ving
e
ls
P la n ter
Pa
44 .58
UC
P aving
Brick
UC
4 4.4 7
VP
S mo ke
4 5.6 5
S mo ke
O u tlet Bas emen t
4 5.6 4
45 .66
Smoke
45 .65
45 .56
4 5.5 2
Co bb
4 4.38
4 4.49
47 .89
4 7.96
1 .8
47. 26
47 .20
GG
46.6 6
Co
44.5
CL 45.66
Flo we rbe d
45 .33
4 5.24
4 5.34
PO
4 5.6 5
4 5.40
4 3.63
4 7.84
G ra ss
4 7.92
Su b sta tio n
C/B
46 .87
46. 66
S /Birch 10 h
Pa ved
MH
4 5.6 3
Pa vin g
1
bb e
ls
Ro
45. 25
4 5.3 8
4 5.35
Co
44 .54
LP
4 3.3 9
4 3.0 8
BO
4 5.67
BO
Pa ved
Plan ter
45 .37
P la n ter
45. 23
To p o f
Ro be rt Pee l Sta tue
50 .43
4 4.42
43 .29
42 .76
45. 62
G ra ss
46 .69
S ap lin g
IC
45 .69
4 7.85
UC
1.8h
4 7.9 5
BO
46 .80
46 .81 46. 72
4 6.7 8
4 5.62
45 .98
47 .84
LP
Co nc rete
4 7.7 3
C/B
46 .74
45. 66
45 .66
45 .67
4 5.5 9
I/R
0 .5h
P aving
4 4.5 2
SI
45 .64
f line
4 4.5 7
4 4.42
4 4.41
4 3.4 9
4 5.6 5
Fla t Roo f
65 .79
Roo
43. 77
4 3.0 5
4 3.0 4
4 5.5 0
S ub sta tion
46 .78
46 .78
4 5.7 3
4 5.79
45 .74
C/B
44.5
9
44
.4
8
Asp h alt
44.5
3
43 .05
45. 41
4 5.6 4
of lin
e
CL 45 .61
GG
45. 25
4 5.68
rete
ER
CL 45 .64
45 .64
MH
4 5.29
C/L
I/R
USB
4 9.1 6
4 5.5 7
P la n ter
44. 74
4 5.71
45 .64
Pave d
4 5.61
44 .71
44. 69
44. 47
C op pe r B 1 0h
of lin
e
nil e
45 .64
45 .34
4 4.8 2
44 .57
SI
43 .59
45 .68
Co nc
4 8.62
4 7.47
UC
45 .68
4 5.6 8
Sa lt
Pa ved
4 5.66
PO
4 7.4 4
47. 42
47. 50
46. 94
45 .68
PO
To p o f Bu ild in g
5 5.9 1
crete
4 5.8 7
1 .8h
47. 88
46 .86
46. 74
45 .70
4 5.6 8
Fla t Ro of
57 .18
ER
PO
Con
Uk 1 2h
DR
Sa pling
45. 42
44.57
4 3.5 6
4 3.3 6
4 3.0 0
PO
4 5.6 1
U nmad e Gro un d
CL 45 .61
4 7.8
GG
4 7.84
48 .00
48. 01
4 7.45
46 .96
RS
4 6.61
4 5.71
4 5.6 7
fline
BO
C on ifer 12 h
Pavin
g
MH
46.79
45 .61
4 5.6 5
FL
4 5.66
Roo
45 .57
ER
VP
45. 63
4 3.2 7
G oa l
4 5.6 5
45. 63
4 5.6 4
4 6.84
GG
45. 63
4 5.6 4
45 .65
S mo ke
45 .63
S mo ke
4 5.6 5
4 5.6 2
4 5.3 9
G ra ss
46 .63
4 5.62
PO
45 .63
4 5.5 9
45 .64
45 .64
4 5.5 7
Flo we rb ed
4 5.4 7
C on ifer 12 h
45.6 1
Asp h alt
4 5.37
4 2.9 0
42 .83
ow
4 5.6 4
45. 62
45 .58
4 5.41
45. 27
44 .63
4 4.50
44. 50
GG
4 7.89
LP
UC
A sph a lt
RS
CL 46 .64
4 6.71
4 7.91
47 .83
47. 33
Pa ved
47.34
47. 18
4 6.9 6
I/R
45 .57
P aving
45 .38
44 .86
Pa vin g
44. 52
GG
4 5.6 4
ER
Pave d
4 4.6 8
44. 71
4 4.51
43. 95
RS
4 6.65
MH
ER
48. 06
UC
4 7.25
47 .37
CL 47.40
47 .47
4 7.18
LP
46. 76
RS
Co py
PO
DR
Pa ved
45 .62
4 4.59
44 .64
GG
4 3.7 5
43 .57
4 6.69
Smoke
47 .30
MH
47. 01
NB
4 7.3 4
C/B
45 .60
PO
P aving
LP
44. 53
44. 49
44. 58
LP
G oa l
4 3.4 6
Pa ved
ER
4 5.6 1
49 .16
Ro
44. 03
43 .80
4 3.5 9
43 .59
43 .22
4 3.1 0
PO
CL 45 .63
45 .53
47 .10
Asp h alt
G ra ss
LP
46. 94
LP
4 6.7 5
H edg
44.6
4
43 .43
4 3.2 0
4 3.0 8
y
IC
Flo we rb ed
45. 40
45. 33
TC
Wa
CL 45.63
Roo
4 4.77
4 5.4 5
43 .01
Walk
IC
46 .74
47 .13
CL 47 .01
4 6.93
46 .93
RS
4 5.68
sUp
e
f lin
45 .63
S mo ke
4 5.6 2
4 7.0 4
IC
NB
4 7.1 9
4 5.5 9
4 7.2 9
4 7.20
47 .00
4 7.00
Asp h alt
4 6.81
46. 71
45 .61
PO
45 .64
Pave d
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Appendix A – Peel Link Design – Landscape Sketch Book No
43
12 | 14
Peel Centre, Colindale
LANDSCAPE SKETCH BOOK No.43
PCC398-SB-043
Peel Link Design
12th Nov 2014
Appendix B – Flood Risk to the Peel Link
13 | 14
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Underpass levels plan
OT
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ST
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FO
SIL
PA
FO
TH
OT
2
PA
TH
1
NB: Footpath 1 level is above
the 100 year + Climate Change
flood level of 41.51mAOD,
therefore may act as flood
defence for Footpath 2 from
fluvial flooding in the Silk
Stream
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Flood map centred on Colindale, North London created 09/04/2014 Ref:NET041382 BC
Scale 1:10,001
Flood Map for Planning
(Rivers and Sea)
Flood Map for Planning (Rivers and Sea)
(assuming no defences)
Flood Zone 3 shows the area that could be
affected by flooding:
- from the sea with a 1 in 200 or greater
chance of happening each year
- or from a river with a 1 in 100 or greater
chance of happening each year.
Flood Zone 2 shows the extent of an extreme
flood from rivers or the sea with up to a 1 in
1000 chance of occurring each year.
© Environment Agency copyright and / or database rights 2014. All rights reserved. © Crown Copyright and database right 2014. Ordnance
Survey licence number 100024198.
Contact Us: National Customer Contact Centre, PO Box 544, Rotherham, S60 1BY. Tel: 03708 506 506 (Mon-Fri 8-6). Email: [email protected]
$SSHQGL[&+LVWRULFDO)ORRG0DSV
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Detailed FRA centred on Colindale, North London created 09/04/2014 - Ref:NET041382 BC
Environment Agency
2 Bishops Square Business Park
St Albans Road West
Hatfield
Hertfordshire
AL10 9EX
0
62.5
125
250
Metres
Legend
Main Rivers
Flood Event Outlines
2007
1992
The historic flood event outlines are based on
a combination of anecdotal evidence,
Environment Agency staff observations and
survey.
Our historic flood event outlines do not
provide a definitive record of flooding.
It is possible that there will be an absence of
datain places where we have not been able
to record the extent of flooding.
It is also possible for errors occur in the
digitisation of historic records of flooding.
This map is based upon Ordnance Survey Material with the permission of Ordnance Survey on behalf of the controller of Her Majesty's Stationery Office Crown Copyright.
Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil proceedings. Environment Agency 100024198, 2014
Produced by:
Partnerships & Strategic Overview,
Hertfordshire & North London
Appendix C - Peel Link – Land Registry documents
14 | 14
THIS IS A PRINT OF THE VIEW OF THE REGISTER OBTAINED FROM HM LAND REGISTRY SHOWING
THE ENTRIES SUBSISTING IN THE REGISTER ON 3 MAY 2012 AT 13:48:56. BUT PLEASE NOTE
THAT THIS REGISTER VIEW IS NOT ADMISSIBLE IN A COURT IN THE SAME WAY AS AN OFFICIAL
COPY WITHIN THE MEANING OF S.67 LAND REGISTRATION ACT 2002. UNLIKE AN OFFICIAL COPY,
IT MAY NOT ENTITLE A PERSON TO BE INDEMNIFIED BY THE REGISTRAR IF HE SUFFERS A LOSS
BY REASON OF A MISTAKE CONTAINED WITHIN IT. THE ENTRIES SHOWN DO NOT TAKE ACCOUNT OF
ANY APPLICATIONS PENDING IN THE REGISTRY. FOR SEARCH PURPOSES THE ABOVE DATE SHOULD
BE USED AS THE SEARCH FROM DATE.
THIS TITLE IS DEALT WITH BY LAND REGISTRY, WALES OFFICE.
TITLE NUMBER: NGL741913
There is no application or official search pending against this title.
A: Property Register
This register describes the land and estate comprised in
the title.
BARNET
1
(23.09.1996) The Freehold land shown edged with red on the plan of the
above Title filed at the Registry and being Land on the North side of
Colindeep Lane, Colindale.
2
(23.09.1996) The land has the benefit of the rights reserved by but is
subject to the rights granted by a Deed dated 11 April 1931 made
between (1) The London Electricity Railway Company and (2) The
President of the Air Council.
NOTE: Copy filed.
3
(23.09.1996) The land tinted yellow and blue on the filed plan was
formerly copyhold of the Manor of Hendon and on the enfranchisement
thereof there were excepted the mines and minerals and rights referred
to in section 48 of the Copyhold Act 1852.
Such mines and minerals and rights are not included in this
registration.
B: Proprietorship Register
This register specifies the class of title and
identifies the owner. It contains any entries that
affect the right of disposal.
Title absolute
1
(30.09.2002) PROPRIETOR: KALYAN RAVJI PATEL of 314 Stag Lane, London,
Greater London NW9 9AG and KANJI KHIMJI JESANI of 39 Uxendon Crescent,
Wembley, Greater London HA9 9TW and DIPAK TRIBHOVANDAS THAKRAR care of
Wembley Sports Centre, 7 Neeld Parade, Wembley, Greater London HA9 6QU
and SHOBHNA HARISH THAKRAR care of Wembley Sports Centre, 7 Neeld
Place, Wembley, Greater London HA9 6QU.
2
(23.09.1996) RESTRICTION: No disposition by a sole proprietor of the
land (not being a trust corporation) under which capital money arises
is to be registered except under an order of the registrar or of the
Court.
C: Charges Register
This register contains any charges and other matters
that affect the land.
1
(23.09.1996) By a Conveyance dated 25 January 1924 made between (1)
Regents Canal and Dock Company and (2) London Electric Railway Company
the land tinted pink on the filed plan and other land was conveyed
1 of 4
Title number NGL741913
C: Charges Register continued
subject to a Lease dated 22 November 1916 to Frederick James Potts. No
further particulars of the lease were produced on first registration of
the land in this title.
2
(23.09.1996) An Agreement dated 5 September 1968 made between (1) The
London Transport Board and (2) Barnet Corporation relates to the laying
maintenance and use of a box culvert under the land tinted blue on the
filed plan.
NOTE: Copy filed.
3
(23.09.1996) The land tinted blue on the filed plan is subject to the
rights granted a Deed dated 21 November 1978 made between (1) London
Transport Executive and (2) The Colne Valley Water Company.
NOTE: Copy filed.
4
(23.09.1996) A Transfer of the land in this title dated 9 September
1996 made between (1) London Underground Limited (2) Dipak Tribhovandas
Thakrar and Shobhna Harish Thakrar and (3) K & K Builders Limited
contains covenants details of which are set out in the schedule of
restrictive covenants hereto.
5
(23.09.1996) The land is subject to the following rights reserved by
the Transfer dated 9 September 1996 referred to above:"The following rights are reserved to the Railway Company for the
benefit of the retained land:(a) The right from time to time and at all times hereafter to erect or
cause to be erected and to maintain any buildings or structures whether
permanent or otherwise adjoining or near to the whole or any part of
the Property and for such purposes to erect any scaffoldings or
gantries in front of the Property and to alter add to vary pull down or
re-erect all or any part of such buildings or structures
notwithstanding that such buildings structures alterations gantries
scaffoldings additions or re-erections may impair injure or affect the
free access of light and air to the Property
(b) The right for the Railway Company and all persons authorised by it
with or without workmen and equipment at all times upon prior notice
(except in case of emergency) to enter upon the five metre strip or any
part thereof for any of the purposes connected with its underking and
without prejudice to the generality of the foregoing for all or any of
the following purposes that is to say constructing completing altering
maintaining repairing and renewing any present or future building
structure or railway property or fences walls banks abutments retaining
walls bridges or other works of the Railway Company under adjoining or
near to the Property
(c) A right of way with or without vehicles and with or without
workmen and equipment over the access area between Colindeep Lane and
the retained land or for any of the purposes mentioned in Caluse 1(b)
of this Schedule
(d) The right for the Railway Company and all persons authorised by it
with or without workmen and equipment at all times upon prior notice
(except in case of emergency) to enter upon the Property or any part
thereof for the purpose of constructing in or upon the Property and
inspecting altering repairing maintaining renewing cleansing emptying
removing or adding to any present or future sewers drains watercourses
cisterns water pipes gas pipes gas meters electric wires electric
meters cables ventilating pipes flues shafts chimneys or other
conveniences used or intended to be used or which in the opinion of the
Railway Company may be requisite for use with the adjoining or
neighbouring land and works of the Railway Company either alone or in
common with the Property the person so entering making good any damage
occasioned to the Property by the exercise of the rights of entry but
not being liable for compensation for damage loss or inconvenience to
the owners or occupiers for the time being of the Property
(e) The free and uninterrupted passage and running of water soil gas
and electricity from all or any part of the retained land through the
sewers drains watercourses channels pipes and wires which are now or
2 of 4
C: Charges Register continued
may hereafter be upon in or under the Property
Thereis excepted from the transfer of the Property any right or
easement of light air or support or any other right or easement over
the retained land."
Schedule of restrictive covenants
1
The following are details of the covenants contained in the Transfer
dated 9 September 1996 referred to in the Charges Register:"For the benefit and protection of such part or parts of the retained
land as is or are capable of being benefited or protected and with
intent to bind so far as legally may be himself and his successors in
title owners for the time being of the Property or any part thereof
into whosoever hands the same may come the Transferee hereby covenants
with the Railway Company as follows:(1) Not at any time to erect or cause to be erected within five metres
of the boundary with the retained land ("the five metre strip") shown
hatched red on the said plan annexed hereto any building retaining wall
boundary or other structure and where there shall exist a retaining
wall the said five metres shall be measured from the outer face of the
retaining wall facing the Property
(2) Not to erect or cause to be erected within the area ("the access
area") shown cross hatched black on the said plan annexed hereto any
building retaining wall boundary or other structure
(3) Not at any time to stack or store or cause to be stacked or stored
any materials of whatever nature within the five metre strip or the
access area nor to plant with trees nor obstruct the five metre strip
or the access area so as to prevent the right of access hereinafter
excepted and reserved to the Railway Company
(4) Not to excavate the subsoil of the Property within the five metre
strip or the access area and not to construct any ponds pools ditches
or pits thereon of any sort whatsoever
(5) Not to install or use or permit to be installed or used on the
Property any electrical or electronic apparatus or equipment other than
of a domestic nature and not to interfere in any way with the
electrical or electronic apparatus or equipment used by the Railway
Company in connection with its railway undertaking
(6) Not to raise any objection in respect of the construction working
or carrying on by the Railway Company of its present or any future
undertakings or works or any part thereof or anything arising therefrom
(including any noise vibration dust or other nuisance) or in respect of
any buildings erections or works which now are or may be built erected
or constructed by the Railway Company under adjoining or near to the
Property or the construction erection or use thereof respectively and
the Transferee agrees that the Railway Company shall not be responsible
to the Transferee either under these presents or under any public or
private statute or at common law for any damage injury annoyance or
inconvenience howsoever caused which may arise in consequence of or in
relation to the said buildings erections or works or the working or
carrying on by the Railway Company of its present or any future
undertakings or works or any part thereof or for the acts neglects
defaults or misfeasances of any servant or employee of the Railway
Company or of any other person entering upon or using the said
buildings erections or works or any of them or for any accidental
damage or injury which may at any time be done to the Property or to
any goods or Property for the time being thereon by reason of any act
neglect default or misfeasance of any such servant employee or other
person as aforesaid in breach neglect or non-performance of his duty or
arising by reason of such buildings erections or other works as
aforesaid or any of them or the construction maintenance repair
alteration working or use thereof respectively or the defective working
leakage accidental stoppage or breakage of any pipes wires appliances
apparatus or machinery in or connected with or used for the purposes of
the Property or such buildings erections or other works as aforesaid or
3 of 4
Schedule of restrictive covenants continued
any of them or any part thereof."
NOTE: The land hatched red on the Transfer plan is hatched blue on the
filed plan.
End of register
4 of 4

H_04753_14_PC33_Former Peel Centre_Peel

Transcription

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