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Phase 2 Leeds (River Aire) Flood Alleviation Scheme
Appendix A – LFAS2 Drawings
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Redundant pipe bridge
to be removed
Wall set back 8m to create
space for foot/cycle path
and landscaping
Proposed Flood Defence features:
Type 1 - clad concrete wall up to 600mm high on L foundation
Type 2 - clad concrete wall up to 1200mm high on L foundation
Type 3 - clad concrete wall up to 1800mm high on mini piles
Type 4 - sheet piles with precast capping beam
Type 5 - sheet piles with stone coping and cladding
Type 6 - earth bund up to 600mm high
Type 7 - earth bund up to 4000mm high
Flow control structure
Remedial Work to existing features which will act as a flood defence:
Type 8 - Height extension to existing wall up to 3000mm high
Type 9 - building/structure with remedial work
Type 10 - earth bund with remedial work
P:\Sheffield\372991 - Leeds FAS2 PJC\5.0 MM Drawings\CAD\Working drawings\Civil\Drawings\Leeds 1100 - 1104.dwg Jan 17, 2019 - 5:10PM gre23123
T
F
W
F Buskevicius FB
A Marsden AM
F Buskevicius FB
P J Charlesworth PJC
P J Charlesworth PJC
C S Greensill CSG
As Shown PRE
LFD-BMM-ZX-XX-DR-CC-01100
P2
4th Floor, Derwent House
150 Arundel Gate
Sheffield, S1 2JY
United Kingdom
+44 (0)114 2761242
www.mottmac.com
© Mott MacDonald 2014
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
App’dCh’k’d
DescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A1
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Key to symbols
Leeds Flood Alleviation Scheme
Indicative Scheme Details
Sheet 1 of 6
RESIDUAL RISK ASSESSMENT
Wherever possible, risk is designed-out of this proposal during
the design process. Where this is not possible, the risk will be
minimised and any residual significant risk will be noted and
indicated by the symbol.
Reference drawings
125m 250m0
1:2500
1. All levels are in metres above Ordnance Datum unless noted otherwise.
2. All dimensions are in millimetres unless noted otherwise.
3. Access and working space to be agreed with landowner and tenants.
4. Wall heights are based on a Standard of Protection of 200 year with climate
change to 2069 (including NFM) with construction of attenuation at Calverley
only.
Part Plan on Scheme
Sheet 1 of 6
Scale 1:2500
Key Plan
DRAFT
CSGPJC
For CommentAM29/11/17P1
CSGPJCUpdated as PLanning SubmissionSAG17/01/19P2
High walls (up to 2.0m)
are relatively low impact
in this industrial area
Armley Mills Museum to
be protected with up and
downstream flow control
structures to mill race and
perimeter flood walls
Peak height 1.8m
but low impact in
this location
Path and public access
improvements to Kirkstall
Valley Nature Reserve
New footbridge at
Burley Mills connecting
to new footpath
New control structures
to goit including surface
water pumping station
Impact of high walls reduced
by use of glazed panels to
maintain view of museum
Pedestrian footbridge
to be raised
Proposed Flood Defence features:
Type 1 - clad concrete wall up to 600mm high on L foundation
Type 2 - clad concrete wall up to 1200mm high on L foundation
Type 3 - clad concrete wall up to 1800mm high on mini piles
Type 4 - sheet piles with precast capping beam
Type 5 - sheet piles with stone coping and cladding
Type 6 - earth bund up to 600mm high
Type 7 - earth bund up to 4000mm high
Flow control structure
Remedial Work to existing features which will act as a flood defence:
Type 8 - Height extension to existing wall up to 3000mm high
Type 9 - building/structure with remedial work
Type 10 - earth bund with remedial work
P:\Sheffield\372991 - Leeds FAS2 PJC\5.0 MM Drawings\CAD\Working drawings\Civil\Drawings\Leeds 1100 - 1104.dwg Jan 17, 2019 - 5:10PM gre23123
T
F
W
F Buskevicius FB
A Marsden AM
F Buskevicius FB
P J Charlesworth PJC
P J Charlesworth PJC
C S Greensill CSG
As Shown PRE
LFD-BMM-ZX-XX-DR-CC-01101
P2
4th Floor, Derwent House
150 Arundel Gate
Sheffield, S1 2JY
United Kingdom
+44 (0)114 2761242
www.mottmac.com
© Mott MacDonald 2014
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
App’dCh’k’d
DescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A1
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Key to symbols
Leeds Flood Alleviation Scheme
Indicative Scheme Details
Sheet 2 of 6
RESIDUAL RISK ASSESSMENT
Wherever possible, risk is designed-out of this proposal during
the design process. Where this is not possible, the risk will be
minimised and any residual significant risk will be noted and
indicated by the symbol.
Reference drawings
125m 250m0
1:2500
1. All levels are in metres above Ordnance Datum unless noted otherwise.
2. All dimensions are in millimetres unless noted otherwise.
3. Access and working space to be agreed with landowner and tenants.
4. Wall heights are based on a Standard of Protection of 200 year with climate
change to 2069 (including NFM) with construction of attenuation at Calverley
only.
Part Plan on Scheme
Sheet 2 of 6
Scale 1:2500
DRAFT
CSGPJC
For CommentAM29/11/17P1
Key Plan
CSGPJCUpdated as PLanning SubmissionSAG17/01/19P2
Flow control structure to
Kirkstall Abbey Goit
Defences positioned away
from river to reduce visual
impact. Glazed panels to
be incorporated.
Earth embankment proposed
to reduce visual impact of
defences
Three rugby pitches retained
in combination with habitat
creation works
Surface water pumping
station to protect
industrial estate
Earth embankment proposed
to reduce visual impact of
defence
Flow control structure to
goit up and surface water
pumping station
Proposed Flood Defence features:
Type 1 - clad concrete wall up to 600mm high on L foundation
Type 2 - clad concrete wall up to 1200mm high on L foundation
Type 3 - clad concrete wall up to 1800mm high on mini piles
Type 4 - sheet piles with precast capping beam
Type 5 - sheet piles with stone coping and cladding
Type 6 - earth bund up to 600mm high
Type 7 - earth bund up to 4000mm high
Flow control structure
Remedial Work to existing features which will act as a flood defence:
Type 8 - Height extension to existing wall up to 3000mm high
Type 9 - building/structure with remedial work
Type 10 - earth bund with remedial work
P:\Sheffield\372991 - Leeds FAS2 PJC\5.0 MM Drawings\CAD\Working drawings\Civil\Drawings\Leeds 1100 - 1104.dwg Jan 17, 2019 - 5:10PM gre23123
T
F
W
F Buskevicius FB
A Marsden AM
F Buskevicius FB
P J Charlesworth PJC
P J Charlesworth PJC
C S Greensill CSG
As Shown PRE
LFD-BMM-ZX-XX-DR-CC-01102
P2
4th Floor, Derwent House
150 Arundel Gate
Sheffield, S1 2JY
United Kingdom
+44 (0)114 2761242
www.mottmac.com
© Mott MacDonald 2014
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
App’dCh’k’d
DescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A1
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Key to symbols
Leeds Flood Alleviation Scheme
Indicative Scheme Details
Sheet 3 of 6
RESIDUAL RISK ASSESSMENT
Wherever possible, risk is designed-out of this proposal during
the design process. Where this is not possible, the risk will be
minimised and any residual significant risk will be noted and
indicated by the symbol.
Reference drawings
125m 250m0
1:2500
1. All levels are in metres above Ordnance Datum unless noted otherwise.
2. All dimensions are in millimetres unless noted otherwise.
3. Access and working space to be agreed with landowner and tenants.
4. Wall heights are based on a Standard of Protection of 200 year with climate
change to 2069 (including NFM) with construction of attenuation at Calverley
only.
Part Plan on Scheme
Sheet 3 of 6
Scale 1:2500
DRAFT
CSGPJC
For CommentAM29/11/17P1
Key Plan
CSGPJCUpdated as PLanning SubmissionSAG17/01/19P2
Earth embankment proposed
to reduce visual impact of
defence
Proposed Flood Defence features:
Type 1 - clad concrete wall up to 600mm high on L foundation
Type 2 - clad concrete wall up to 1200mm high on L foundation
Type 3 - clad concrete wall up to 1800mm high on mini piles
Type 4 - sheet piles with precast capping beam
Type 5 - sheet piles with stone coping and cladding
Type 6 - earth bund up to 600mm high
Type 7 - earth bund up to 4000mm high
Flow control structure
Remedial Work to existing features which will act as a flood defence:
Type 8 - Height extension to existing wall up to 3000mm high
Type 9 - building/structure with remedial work
Type 10 - earth bund with remedial work
P:\Sheffield\372991 - Leeds FAS2 PJC\5.0 MM Drawings\CAD\Working drawings\Civil\Drawings\Leeds 1100 - 1104.dwg Jan 17, 2019 - 5:11PM gre23123
T
F
W
F Buskevicius FB
A Marsden AM
F Buskevicius FB
P J Charlesworth PJC
P J Charlesworth PJC
C S Greensill CSG
As Shown PRE
LFD-BMM-ZX-XX-DR-CC-01103
P2
4th Floor, Derwent House
150 Arundel Gate
Sheffield, S1 2JY
United Kingdom
+44 (0)114 2761242
www.mottmac.com
© Mott MacDonald 2014
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
App’dCh’k’d
DescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A1
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Key to symbols
Leeds Flood Alleviation Scheme
Indicative Scheme Details
Sheet 4 of 6
RESIDUAL RISK ASSESSMENT
Wherever possible, risk is designed-out of this proposal during
the design process. Where this is not possible, the risk will be
minimised and any residual significant risk will be noted and
indicated by the symbol.
Reference drawings
125m 250m0
1:2500
1. All levels are in metres above Ordnance Datum unless noted otherwise.
2. All dimensions are in millimetres unless noted otherwise.
3. Access and working space to be agreed with landowner and tenants.
4. Wall heights are based on a Standard of Protection of 200 year with climate
change to 2069 (including NFM) with construction of attenuation at Calverley
only.
Part Plan on Scheme
Sheet 4 of 6
Scale 1:2500
DRAFT
CSGPJC
For CommentAM29/11/17P1
Key Plan
CSGPJCUpdated as PLanning SubmissionSAG17/01/19P2
River Aire
Dredging and river clearance for construction
Earthworks
Compensatory tree planting area
Sheet piling
Permanent Works
A Twin 15 metre wide raising weirs comprising steel plate supported on
water filled bladder, normally on river bed that can be raised to a height
of 47.82 metres AoD.
B Twin 15 metre wide fixed weirs with a fixed crest at a height of 47.7 m AoD
C Raised shelf area at a height of 45 m AoD and usually dry except during
major flood events when the flood barrier is raised
D Light vehicle and footbridge spanning over the river channel and fixed
crest weir with soffit at 50.6m AoD or higher.
E Approach embankment with 4m wide crest at a height of 50.3 metres
AoD capable of taking light vehicles and with 1 in 3 side slopes.
Downstream face to incorporate erosion protection measures.
F Water storage tank (used to inflate flow control barriers) with a 2 metre
wide maintenance strip around its circumference. Water tank to be 25
metre diameter and 2.8m high with its base at 53 metres AoD. The hill
side would be retained by gabions or other retaining structure.
G Control building for flow control / storage equipment. Assumed as single
storey building with 216m2 footprint plus 6 parking spaces.
H Flood bund with 1m wide crest at 50.3 metres AoD and 1 in 3 slide
slopes to protect pumping station. Ramped access to be considered
from access track to the immediate east. Contractor to consider surface
water drainage.
I Beck to be diverted
Temporary Works
J Upper level temporary offices and welfare facilities for use during
construction. Field to be reinstated on completion.
K Lower level temporary construction work site area of 2.1 ha
L Temporary bridge for use during construction
River and Flood
to be considered by contractor
River Widening
53.1m
W
a
r
d
B
d
y
Spring
MP
D
r
a
i
n
Sinks
2
1
P
a
t
h
(
u
m
)
Outfall
Sinks
P
a
t
h
W
a
r
d
B
d
y
Issues
R
iv
e
r
A
ir
e
R
iv
e
r
A
ir
e
Issues
53.9m
Sewage Works
Low Mill
201.5
C
R
Issues
Pond
Woodbottom
Issues
Farm
House
T
r
a
c
k
D
i
s
m
a
n
t
l
e
d
R
a
i
l
w
a
y
C
R
Outfall
L
e
e
d
s
a
n
d
L
i
v
e
r
p
o
o
l
C
a
n
a
l
(
u
m
)
3
1
Tank
T
r
a
c
k
D
r
a
i
n
D
r
a
i
n
Wood Nook
D
r
a
in
Access to
lower fields
Crane pad for
maintenance
Vehicular and
pedestrian access to
fields for maintenance
Access track
to lower area
Access to top of
embankment
A
B
A
D
C
C
E
L
I
H
J
F
G
E
Scour protection.
Sheet piling to maintain a 3.5m
wide track between railway
embankment and river.
K
Compound area to be
reinstated as wet land
habitat on completion.
See visualisation.
Higher level
sheet piling
Existing
access
track
Ramp from field
level to shelf level
Erosion protection to
Network Rail embankment
to be considered.
Layby for tankers to
stand and pump
from Yorkshire
water facility
Scour protection to
riverbed required
upstream of weir
Scour protection to
riverbed required
downstream of weir
Lower level
sheet piling
B
R
iv
e
r
A
ir
e
App’dCh’k’d
DescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A1
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Reference drawings
CGDJS
For Planning SubmissionSAG17/01/19P1
Leeds Flood Alleviation Scheme
Indicative Scheme Details
Sheet 5 of 6
P:\Sheffield\372991 - Leeds FAS2 PJC\5.0 MM Drawings\CAD\Working drawings\Civil\Drawings\Leeds No Rodley 1104 Only.dwg Jan 17, 2019 - 5:12PM gre23123
T
F
W
P Charlesworth PJC
S A Gretton SAG
A Marsden AM
D Stirling DJS
J Smith JAS
C Greensill CG
NTS PRE
LFD2-BMM-Z14-XX-DR-CC-01104
P1
Mott MacDonald
2nd Floor, 2 Brewery Wharf
Kendall Street, Leeds LS10 IJR
United Kingdom
+44 (0)113 394 6700
www.mottmac.com
© Mott MacDonald 2018
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
1. All levels are in metres above Ordnance Datum unless noted otherwise.2. All dimensions are in millimetres unless noted otherwise.
Notes
Key to symbols
OS map data reproduced by permission of Ordnance Survey
on behalf of HMSO. © Crown copyright. All rights reserved.
Ordnance Survey licence number 0100040692
Part Plan on Scheme - Calverley
Sheet 5 of 6
NTS
3
2
2
9
3
54.6m
1
9
3
8
1
6
2
8
9
5
Kennels and Cattery
2
8
4
A
P
P
E
R
L
E
Y
R
O
A
D
2
7
7
1
4
4
9
1
9
9
2
7
8
2
9
4
1
7
4
3
4
2
2
1
5
55
1
1
2
Haigh Beck
1
4
1
2
4
1
58
M
i
l
m
a
n
B
r
i
d
g
e
6
3
7
8
2
8
TENTERFIELDS
3
0
0
2
9
1
1
6
3
5
3
9
2
1
2
4
8
1
5
2
9
5
2
8
6
3
4
1
1
7
1
4
73
(
s
w
i
n
g
)
3
2
1
0
53
57.3m
2
9
2
4
4
3
2
0
Sub Sta
T
o
w
i
n
g
P
a
t
h
2
7
T
H
E
L
E
A
V
E
N
S
2
1
T
H
E
M
O
O
R
I
N
G
S
S
L
IN
G
S
B
Y
C
L
O
S
E
2
El
1
5
5
6
2
8
0
1
1
2
9
8
1
5
Field House
Sinks
Wharf
E
T
L
P
a
th
(u
m
)
30
2
7
1
2
A
n
d
D
r
a
g
o
n
(
P
H
)
2
5
Woodside
G
e
o
r
g
e
1
2
C
a
r
r
B
e
c
k
3
a
t
o
3
f
2
1
P
R
O
V
ID
E
N
C
E
A
V
E
N
U
E
2
7
54.6m
Cottage
5
1
0
7
1
F
W
E
L
E
A
N
O
R
D
R
IV
E
E
L
E
A
N
O
R
C
L
O
S
E
2
Path
2
0
1
7
b
Dyehouse Court
9
1
t
o
6
41
3
5
D
e
r
b
y
T
e
r
r
a
c
e
H
A
R
R
O
G
A
T
E
R
O
A
D
1
5
G
A
R
D
E
N
S
Car Park
HAREWOOD DRIVE
T
e
n
t
e
r
f
i
e
l
d
s
4
3
7
H
o
u
s
e
3
0
2
0
5
2
0
1
t
o
2
1
4
53
2
1
8
2
1
0
3
0
1
t
o
3
1
8
M
E
A
D
O
W
R
O
A
D
Glenhurst
10
2
5
12
1
0
3
3
1
1
R
i
v
e
r
A
i
r
e
C
A
L
V
E
R
L
E
Y
C
U
T
T
I
N
G
Underwood
5
a
t
o
5
i
3
a
t
o
3
g
1
2
a
1
2
f
7
a
t
o
7
f
1
5
S
T
R
A
F
F
O
R
D
W
A
Y
(um
)
Tow Path
1
0
1
t
o
1
1
7
1
7
2
1
Overflow
P
a
th
2
7
3
3
4
4
6
1
1
t
o
1
2
1
3
1
0
2
7
9
L
A
N
E
4
1
11
L
e
e
d
s
a
n
d
6
3
1
7
1
El Sub Sta
53.3m
7
El Sub Sta
7
1
52.7m
6
54.6m
9
9
Playing Field
1
8
Thornleigh
6
8
t
o
9
6
House
Sports Ground
Underwood
BRIDGE
1
0
7
3
19
3
2
28
8
D
e
f
15
26
2
5
H
a
r
b
o
r
o
u
g
h
G
r
e
e
n
W
O
O
D
H
ILL R
IS
E
1
0
1
9
a
t
o
1
0
1
9
e
1
1
a
F
W
Bridge House
Pumping
Tow Path
1
1
5
2
Shaw
1
0
1
7
a
t
o
1
0
1
7
f
2
V
e
r
n
o
n
A
n
n
e
x
2
0
t
o
6
6
1
7
9
4
0
Pav
1
2
1
0
3
7
2
3
2
0
T
H
E
Q
U
A
Y
S
I
D
E
1
22
2
8
BS
51.5m
APPERLEY
Pavilion
Station
395
3
4
60.4m
El Sub Sta
18
2
9
1
0
0
1
M
i
l
l
Barn
W
A
T
E
R
F
R
O
N
T
M
E
W
S
2
W
A
T
E
R
S
W
A
L
K
Posts
8
H
A
R
R
O
G
A
T
E
R
O
A
D
1
4
a
1
4
f
P
a
th
(
u
m
)
C
R
6
2
3
P
A
R
K
I
N
1
0
4
1
L
iv
e
r
p
o
o
l C
a
n
a
l
C
a
rr B
e
c
k
1
1
Allotment Gardens
1
1
PH
7
1
t
o
1
2
3
1
4
5
1
7
a
11
1
9
57
ESS
1
1
1
47
1
0
1
6
t
o
2
C
A
V
A
LIE
R
D
R
IV
E
2
34
Denehurst
W
h
i
t
f
i
e
l
d
Sluice
1
0
2
3
12
5
a
t
o
5
h
R
i
v
e
r
A
i
r
e
1
0
1
1
T
E
N
T
E
R
F
I
E
L
D
S
1
2
2
1
7
1
393
1
0
5
T
r
a
c
k
54.6m
2
L
e
e
d
s
a
n
d
L
i
v
e
r
p
o
o
l
C
a
n
a
l
Cottage
L
A
B
U
R
N
U
M
P
L
A
C
E
2
1
0
3
5
1
5
39
1
1
65
14
1
4
t
o
2
5
2
1
RO
AD
C
a
l
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C
u
t
t
i
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g
2
9
16
1
0
2
1
a
t
o
1
0
2
1
f
7
M
e
t
D
i
s
t
&
B
o
r
o
C
o
n
s
t
B
d
y
18
MP .5
2
1
1
a
t
o
1
f
C
S
1
1
1
5
1
5
C
R
1
1
2
3
F
F
53.0m
Shaw House
1
2
RO
UN
DH
EA
D F
OLD
B
R
O
O
K
H
O
U
S
E
1
1
a
t
o
1
f
2
33
3
T
H
O
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N
H
I
L
L
D
R
I
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W
a
r
d
B
d
y
Garage
1
0
4
3
9
9
7
t
o
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f
8
W
A
T
E
R
L
O
O
C
R
E
S
C
E
N
T
16
4
APPERLEY
1
0
3
1
1
3
N
A
V
I
G
A
T
I
O
N
D
R
I
V
E
A
P
P
E
R
L
E
Y
G
A
R
D
E
N
S
(P
H
)
Pond
D
e
f
LB
Chy
Spreads
W
O
O
D
L
A
N
D
S
C
L
O
S
E
6
East Royd House
Courts
Issues
1
Garage
E
K
West Lodge
Shelter
E
pw
orth
The Hollies
Outfall
Pond
3
Elam Cottage
1
5
ETL
El Sub Sta
S
M
East Lodge
M
e
t
D
is
t
,
B
o
r
o
C
o
n
s
t
B
d
y
Low Royd
Church
S
T
A
T
I
O
N
A
P
P
R
O
A
C
H
L
IT
T
L
E
P
A
R
K
Apperley Bridge
68.9m
Cottage
Low Royd Cott
1 to 9
9
F
W
P
a
t
h
(
u
m
)
Pond
Fernie Lodge
A
r
m
s
Woodhouse Grove School
Branwell Lodge
1
0
4
The Old Sunday
Pond
Tank
R
i
v
e
r
A
i
r
e
Tennis
ESS
66.8m
(Station)
D
W
FB
Bridge House
60.0m
F
W
Posts
Oaklands
Wesley
Shelter
AP
PE
RLE
Y LA
NE
TH
E S
TR
ON
E
Toft Trees
Grove
64.0m
The Queens (PH)
Spreads
Pavilion
D
ef
F
F
S
ta
n
s
fie
ld
A
P
P
E
R
L
E
Y
L
A
N
E
2
WOODLANDS DRIVE
Lodge
The Lodge
School
Sports Ground
1 to 9
Northgate
1
9
Tank
L
e
e
d
s
a
n
d
L
i
v
e
r
p
o
o
l
C
a
n
a
l
C
L
A
R
A
D
R
I
V
E
Random Croft
Middlewood
T
H
O
R
N
H
I
L
L
D
R
I
V
E
Hanging Stone
T
r
a
c
k
2
5
7
0
Calverley Wood
54.3m
MP
2
3
P
a
t
h
(
u
m
)
Bridge
MP 202.5
Airelea
W
a
r
d
B
d
y
P
a
th
(u
m
)
T
r
a
c
k
View
P
a
t
h
(
u
m
)
SP
Greenroyd
SP
R
i
v
e
r
A
i
r
e
W
O
O
D
L
A
N
D
S
D
R
I
V
E
M
P
2
0
2
.
5
C
R
M
P
2
0
2
.2
5
m
63.7m
Hamilton House
Hamilton
Lodge
Path (um)
SPs
L
e
e
d
s
a
n
d
L
i
v
e
r
p
o
o
l
C
a
n
a
l
Cottage
SP
Wood
E
T
L
Calverley Wood
54.3m
Woodhouse
Works required
to listed bridge
Pavilion to be
rebuilt as a flood
resilient structure
Impact of defences in
garden reduced using
glazed panels
Surface water
pumping station
in pub car park
Work required
to exisiting wall
Proposed Flood Defence features:
Type 1 - clad concrete wall up to 600mm high on L foundation
Type 2 - clad concrete wall up to 1200mm high on L foundation
Type 3 - clad concrete wall up to 1800mm high on mini piles
Type 4 - sheet piles with precast capping beam
Type 5 - sheet piles with stone coping and cladding
Type 6 - earth bund up to 600mm high
Type 7 - earth bund up to 4000mm high
Flow control structure
Remedial Work to existing features which will act as a flood defence:
Type 8 - Height extension to existing wall up to 3000mm high
Type 9 - building/structure with remedial work
Type 10 - earth bund with remedial work
P:\Sheffield\372991 - Leeds FAS2 PJC\5.0 MM Drawings\CAD\Working drawings\Civil\Drawings\Leeds 1100 - 1104.dwg Jan 17, 2019 - 5:11PM gre23123
T
F
W
F Buskevicius FB
A Marsden AM
F Buskevicius FB
P J Charlesworth PJC
P J Charlesworth PJC
C S Greensill CSG
As Shown PRE
LFD-BMM-ZX-XX-DR-CC-01105
P2
4th Floor, Derwent House
150 Arundel Gate
Sheffield, S1 2JY
United Kingdom
+44 (0)114 2761242
www.mottmac.com
© Mott MacDonald 2014
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon
by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party,
or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
App’dCh’k’d
DescriptionDrawnDateRev
RevStatus
Drawing Number
Scale at A1
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Key to symbols
Leeds Flood Alleviation Scheme
Indicative Scheme Details
Sheet 6 of 6
RESIDUAL RISK ASSESSMENT
Wherever possible, risk is designed-out of this proposal during
the design process. Where this is not possible, the risk will be
minimised and any residual significant risk will be noted and
indicated by the symbol.
Reference drawings
125m 250m0
1:2500
1. All levels are in metres above Ordnance Datum unless noted otherwise.
2. All dimensions are in millimetres unless noted otherwise.
3. Access and working space to be agreed with landowner and tenants.
4. Wall heights are based on a Standard of Protection of 200 year with climate
change to 2069 (including NFM) with construction of attenuation at Calverley
only.
Part Plan on Scheme - Apperley Bridge
Sheet 6 of 6
Scale 1:2500
DRAFT
CSGPJC
For CommentAM29/11/17P1
Key Plan
CSGPJCUpdated as Planning SubmissionSAG17/01/19P2