cL EP - WordPress.com · 05/01/2014 · Culvert Plan Scale 1:50 cLCarriageway Culvert cL Culvert...
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EP EP Stay Stay EP Stay 9.41 9.4 9.41 17.69 9.62 9.42 9.60 9.23 9.51 Cricket Ground Pond Pavilion Cricket Ground Pond Pavilion OUTLINE DESIGN LONGMOOR BROOK BRIDGE CH 296.500 A CH2M HILL COMPANY Halcrow Group Limited www.halcrow.com Burderop Park, Swindon, Wiltshire, SN4 0QD Tel +44 (0)1793 812479 Fax +44 (0)1793 812089 South Bristol Link PLANNING APPLICATION Longmoor Brook Bridge 0 1000 3000 2000 4000 5000 SCALE 1:50 (A1) SCALE 1:100 (A3) MILLIMETRES 0 5 10 SCALE 1:100 (A1) SCALE 1:200 (A3) METRES 10 0 20 90 60 40 30 50 70 80 100 SCALE 1:1000 (A1) SCALE 1:2000 (A3) METRES Longmoor Brook Bridge Location Plan Scale 1:1000 Bridge Plan Scale 1:100 Section A-A Scale 1:50 South Elevation Scale 1:50 Longmoor Brook N1 vehicle containment parapet 1.0m high 12.5m clear span [MR] Mammal ledge 0.5m wide [MR] 6950 [MR] 11850 500 3000 500 500 South Bristol Link 546 650 Bat Passage 2m x 2m [MR] 750 dia piles 300.000 310.000 290.000 280.000 Precast concrete beams 13 No. TY6 + 2 No. TYE6 Min 120mm surfacing on spray applied waterproofing on in situ reinforced concrete deck 475 650 180 125 120 205 Fall 2.5% Fall 2.5% 125 120 11.830 Carriageway c L In-situ reinforced concrete infill Min 80mm surfacing Precast concrete kerb 1000 500 1000 500 Integral abutment wall 7.0m AOD Approx Bed of Longmoor Brook as existing state 10.85m AOD [MR] 3m Run-off slab 3m Run-off slab 300 thick Run-off slab 300 thick Run-off slab Longmoor Brook as existing state 4No. Brick Pilasters 1000 high Existing overhead power line 500 500 Transition in accordance with EN 1317-4 2m wing wall 2m wing wall 1050 [MR] 11.830 FRL 500 500 Movement joint 8.0m AOD Existing low flow water level Stockproof timber post and 4 rail fence 1.4m high 2.4m Footpath and livestock crossing 2700 [MR] 2.5m min [MR] Footpath and livestock crossing Channel c L 7.71m AOD 8.0m AOD West Abutment Wall Elevation Scale 1:100 Mammal ledge Mammal ledge 100yr plus climate change design event water level 8.40m AOD Pavement to be suitable for light vehicle use (3t GVW) (For dismounted equestrian use) Existing channel profile 1. All dimensions are in millimetres unless shown otherwise. 2. All levels are in metres above Ordnance Datum (A.O.D.). 3. [MR] indicates a mandatory requirement. 4. Finish for all exposed concrete faces to be exposed aggregate with fine rib finish. 500 min [MR] 500 min [MR] 350 5.045 m retaining wall 2 1 5.045m retaining wall 2 1 with 1.8m min headroom [MR] Min 150 [MR] Min 150 [MR] Bristol City Council and North Somerset Council 100023397 N1 containment vehicle parapet 1100mm high CYCLE TRACK CARRIAGEWAY 8.5m AOD [MR] 2.3m min [MR] Headroom 400 Verge Verge N1 containment vehicle parapet 1400mm high with mesh 1.6m A - A - Transition in accordance with EN 1317-4 VRS VRS
Transcript of cL EP - WordPress.com · 05/01/2014 · Culvert Plan Scale 1:50 cLCarriageway Culvert cL Culvert...
EP
EP
StayStay
EP
Stay
Stay
9.41
9.44
9.41
17.69
9.62
9.42
9.60
9.23
9.51
Cricket Ground
Pond
Pavilion
Cricket Ground
Pond
Pavilion
OUTLINE DESIGN
LONGMOOR BROOK BRIDGE
CH 296.500
A CH2M HILL COMPANY
Halcrow Group Limited
www.halcrow.com
Burderop Park, Swindon, Wiltshire, SN4 0QD
Tel +44 (0)1793 812479 Fax +44 (0)1793 812089
South Bristol Link
PLANNING APPLICATION
Longmoor
Brook Bridge
0 1000 30002000 4000 5000
SCALE 1:50 (A1)
SCALE 1:100 (A3)
MILLIMETRES
0 5 10
SCALE 1:100 (A1)
SCALE 1:200 (A3)
METRES
100 20 90604030 50 70 80 100
SCALE 1:1000 (A1)
SCALE 1:2000 (A3)
METRES
Longmoor Brook
Bridge
Location Plan
Scale 1:1000
Bridge Plan
Scale 1:100
Section A-A
Scale 1:50
South Elevation
Scale 1:50
Longmoor
Brook
N1 vehicle containment parapet 1.0m high
12.5m clear span [MR]
Mammal ledge
0.5m wide [MR]
6950 [MR]
11850
5003000500500
S
o
u
t
h
B
r
i
s
t
o
l
L
i
n
k
54
66
50
B
a
t
P
a
s
s
a
g
e
2
m
x
2
m
[
M
R
]
750 dia piles
30
0.0
00
31
0.0
00
29
0.0
00
28
0.0
00
Precast concrete beams
13 No. TY6 + 2 No. TYE6
Min 120mm surfacing on
spray applied
waterproofing on in situ
reinforced concrete deck
47
56
50
18
0
12
5
12
0
20
5
Fall 2.5%Fall 2.5%
12
5
12
0
11.830
Carriageway
c
L
In-situ reinforced
concrete infill
Min 80mm
surfacing
Precast concrete kerb
10
00
50
0
10
00
50
0
Integral abutment wall
7.0m AOD Approx
Bed of Longmoor Brook
as existing state
10.85m AOD [MR]
3m Run-off slab3m Run-off slab
300 thick Run-off slab
300 thick Run-off slab
Longmoor Brook
as existing state
4No. Brick Pilasters 1000 high
Existing overhead power line
50
0
50
0
Transition in accordance
with EN 1317-4
2m wing wall2m wing wall
10
50
[M
R]
11.830 FRL
50
0
50
0
Movement joint
8.0m AOD
Existing low
flow water level
Stockproof timber
post and 4 rail
fence 1.4m high
2.4m Footpath and
livestock crossing
27
00
[M
R]
2.5m min [MR]
Footpath and
livestock crossing
C
h
a
n
n
e
l
c
L
7.71m AOD
8.0m AOD
West Abutment Wall Elevation
Scale 1:100
Mammal ledge
Mammal ledge
100yr plus climate
change design
event water level
8.40m AOD
Pavement to be suitable for
light vehicle use (3t GVW)
(F
or d
ism
ou
nte
d
eq
ue
stria
n u
se
)
Existing channel profile
1. All dimensions are in millimetres unless shown otherwise.
2. All levels are in metres above Ordnance Datum (A.O.D.).
3. [MR] indicates a mandatory requirement.
4. Finish for all exposed concrete faces to be exposed aggregate
with fine rib finish.
500 min [MR]
500 min [MR]
35
0
5.045 m retaining wall
2
1
5.045m retaining wall
2
1
with 1.8m min
headroom [MR]
Min 150 [MR]
Min 150 [MR]
Bristol City Council and North Somerset Council
100023397
N1 containment vehicle
parapet 1100mm high
CYCLE TRACK
CARRIAGEWAY
8.5m AOD [MR]
2.3
m m
in
[M
R]
He
ad
ro
om
400
VergeVerge
N1 containment vehicle
parapet 1400mm high
with mesh
1.6m
A
-
A
-
Transition in accordance
with EN 1317-4
VRS VRS
FB
Tk S
IC
RS
RS
RS
RS
RS
BH
BS13
BS14
FB
Tk S
RS
RS
BS14
46.0m
WB
FB
66.4m
Farm
FB
63.1m
Yewtree
Air Shaft
Hanging Hill Wood
Tk S
55.2m
BM 58.75m
Yewtree Farm
60.7m
The Pavilions
46.0m
WB
FB
66.4m
Farm
FB
63.1m
Yewtree
Air Shaft
Hanging Hill Wood
Tk S
55.2m
BM 58.75m
Yewtree Farm
60.7m
The Pavilions
OUTLINE DESIGN
COLLITER'S BROOK BRIDGE
CH 1515.000
A CH2M HILL COMPANY
Halcrow Group Limited
www.halcrow.com
Burderop Park, Swindon, Wiltshire, SN4 0QD
Tel +44 (0)1793 812479 Fax +44 (0)1793 812089
South Bristol Link
PLANNING APPLICATION
Colliter's
Brook Bridge
0 1000 30002000 4000 5000
SCALE 1:50 (A1)
SCALE 1:100 (A3)
MILLIMETRES
0 5 10
SCALE 1:100 (A1)
SCALE 1:200 (A3)
METRES
100 20 90604030 50 70 80 100
SCALE 1:1000 (A1)
SCALE 1:2000 (A3)
METRES
A
-
A
-
Colliter's Brook
Bridge
Location Plan
Scale 1:1000
Bridge Plan
Scale 1:100
Section A-A
Scale 1:50
West Elevation
Scale 1:50
1. All dimensions are in millimetres unless shown otherwise.
2. All levels are in metres above Ordnance Datum (A.O.D.)
3. [MR] indicates a mandatory requirement.
4. Finish for all exposed concrete faces to be exposed aggregate
with fine rib finish.
5. Separate 900mm dia pipe as a mammal underpass to be
provided within 50m of the bridge in accordance with DMRB.
Location to be confirmed on site by Ecologist.
Colliter's Brook
N1 vehicle containment parapet 1.0m high
500 600 500
S
o
u
th
B
r
is
to
l L
in
k
66
06
50
750 dia piles
15
20
.0
0
15
30
.0
0
15
10
.0
0
15
00
.0
0
Precast concrete beams
21 No. TY6 + 2 No.
TYE6
Min 120mm surfacing on spray
applied waterproofing on in situ
reinforced concrete deck
N1 containment vehicle
parapet 1000mm high
47
66
50
12
3
12
0
15
2
Fall 2.5%
12
5
12
0
Bridge
c
L
In-situ reinforced
concrete infill
Min 80mm
surfacing
Precast
concrete
kerb
10
00
50
0
10
00
50
0
Integral abutment wall
20.00m AOD Approx
Bed of Colliter's Brook
24.91m AOD [MR]
Run-off slab
Run-off slab
Colliter's Brook
30
0
50
0
50
0
Movement joint
3m Run-off slab3m Run-off slab13m clear span [MR]
21.30m AOD [MR]
Fall 2.5%
N1 containment vehicle
parapet 1400mm high
with infill mesh
Carriage way 12750 [MR]Footway 3000 min.
min.
4835 [MR]
15
00
m
in
[M
R]
Bat Passage
1m wing wall
2m wing wall
Carriageway
c
L
20.91m AOD. Existing low flow water level
2.5m min [MR] 2.5m min [MR]
2 No. existing 1m dia pipe
culverts to be removed and
replaced by channel
1335
Service ducts
as required
500
verge
22.00m AOD
100 year plus climate change
design event water level
Top of bank for new channel
Existing channel
profile
Bristol City Council and North Somerset Council
100023397
150 min [MR]
150 min [MR]
35
0
3m retaining wall
2
1
500 min [MR]
50
0
2.5m retaining wall
6.5m retaining wall
2.4
m m
in
[M
R]
1.8m footpath
Timber pedestrian
restraint in accordance
with MCHW Drawing H15
Public footpath
Colliter's Brook
Retaining Wall - South.
Refer to Drg. No.
CTRAEB-730-STR-770
17850 min.
Colliter's Brook
Retaining Wall
- South
Colliter's Brook
Retaining Wall
- North
Public Right
of Way
Colliter's Brook
Retaining Wall - North.
Refer to Drg. No.
CTRAEB-730-STR-760
24.23m AOD [MR]
Transition in
accordance
with EN 1317-4
VRS
BOX CULVERT DETAILS
A CH2M HILL COMPANY
Halcrow Group Limited
www.halcrow.com
Burderop Park, Swindon, Wiltshire, SN4 0QD
Tel +44 (0)1793 812479 Fax +44 (0)1793 812089
South Bristol Link
PLANNING APPLICATION
Culvert Plan
Scale 1:50
C
a
r
r
i
a
g
e
w
a
y
cL
Culve
rt
c
L
Culvert Schedule
(22.05.2013)
Section A-A
With Mammal Ledge
Section B-B
2500
Dim
en
sio
n 'H
'
60
0 m
in
Dimension 'L'
500 600 Varies 600 500
Dimension 'W'
Dim
en
sio
n 'H
'
6
0
0
C
a
r
r
i
a
g
e
w
a
y
v
a
r
i
e
s
6
0
0
V
e
r
g
e
V
e
r
g
e
500500
60
0 m
in
Precast Box Culvert
Box unit bedding to manufacturer's
guidelines and BD 31/01
HeadwallHeadwall
Waterproofing membrane
and 20mm sand carpet
Fall 2.5% Fall 2.5%
Fall 2.5% Fall 2.5%
1
2
1
2
Class 6N/6P fill
Class 6N fill
N1 vehicle restraint system.
Subject to RRRAP
0 500 15001000 2000
SCALE 1:25 (A1)
SCALE 1:50 (A3)
MILLIMETRES
0 1000 30002000 4000 5000
SCALE 1:50 (A1)
SCALE 1:100 (A3)
MILLIMETRES
AA
BB
minimum
2500
minimum
[M
R]
1. All dimensions are in millimetres unless otherwise noted.
2. All levels are in metres above Ordnance Datum (AOD).
3. [MR] indicates a mandatory requirement.
4. This drawing is to be read in conjunction with the draft Approval
in Principle form and the Designers Risk Assesment
Timber pedestrian resraint
in accordance with MCHW
drawing H15
Timber pedestrian resraint
Wingwall
Wingwall
Apron
Apron
Wingwall
Apron
Bristol City Council and North Somerset Council
100023397
Dimension 'W' Dim
en
sio
n 'H
'
60
0 m
in
500 min
Level of mammal ledge to be
150mm above high water
500
Precast Box Culvert
Class 6N/6P fill
500
Box unit bedding to manufacturer's
guidelines and BD 31/01
60
0 m
in
[M
R]
Level 'Z'
Section A-A
12.23
12.19
12.19
12.27
12.37
12.25
12.5012.18
W
M
W
M
W
M
W
M
W
M
W
M
W
M
W
M
W
M
W
M
Pond
SL
MP 121.5
Pond
Pond
Chy
Warehouse
Works
Ashton Vale
Playing Fields
Works
Warehouse
Trading Estate
Works
Works
10.7m
Works
Warehouse
Warehouse
13.7m
ATYEO CLOSE
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
W
M
W
M
W
M
W
M
W
M
W
M
W
M
W
M
G
A
S
BRIDGE OVER COLLITER'S BROOK
ARMCO CULVERT
A CH2M HILL COMPANY
Halcrow Group Limited
www.halcrow.com
Burderop Park, Swindon, Wiltshire, SN4 0QD
Tel +44 (0)1793 812479 Fax +44 (0)1793 812089
South Bristol Link
PLANNING APPLICATION
Culvert Plan
Scale 1:100
Section A-A
Scale 1:50
Section B-B
Scale 1:50
9000 Approx
Fall 2.5% Fall 2.5%
1
2
0 1000 30002000 4000 5000
SCALE 1:50 (A1)
SCALE 1:100 (A3)
MILLIMETRES
Location Plan
Scale 1:500
4920 min
7000 [MR]
2060
1500 To suit 10m 690
40
0
12
0
12
0
1
2
40
0
Colliters Brook
Culvert Bridge
Access Road
Colliter's Brook
Armco Culvert
ASHTON VALE
TRADING ESTATE
Existing Armco Culvert
400 Thick RC slab
400 piles @ 1500 crs
F
lo
w
Existing
Type B fill
17
60
2480
300
Existing Armco culvert
Culvert Bridge
12.40 AOD Approx
Existing ground level
12.40 AOD Approx
Existing ground level
9.40 AOD Approx
Invert level
100 compressible filler
Footpath Carriageway Verge
FOOTPATH
CARRIAGEWAY
Existing 150 bed of scalpings
Existing 30" ductile
iron water main
84
0
10.80 AOD
Pilecap
Existing Armco culvert
1. All dimensions are in millimetres unless shown otherwise.
2. All levels are in metres above Ordnance Datum (A.O.D.).
3. [MR] indicates a mandatory requirement.
4. The solution and constraints provided for spanning the culvert
will be subject to review once more detailed information is
available for the culvert alignment, structure, and soil conditions.
300
500
Verge
Construction vehicle weight to be limited to 3t GVW during works
Crawlers of piling rig are not
permitted beyond load limit
11.70 AOD [MR]
Limit of excavation
during works
4
5
Limited Load Zone
Scale 1:50
As defined by load distribution
0 5 10
SCALE 1:100 (A1)
SCALE 1:200 (A3)
METRES
0 10 3020 40 50
SCALE 1:500 (A1)
SCALE 1:1000 (A3)
METRES
0.8m 0.8m
29
30
FRL 13.97m AOD
FRL 14.49m AOD
6200
0.8m
27
70
Bristol City Council and North Somerset Council
100023397
[MR] [MR]
4
5
WMWMWM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WMWMWMWMWMWMWMWMWMWMWMWMW
M
WM
WM
W
M
W
MW
MW
MW
M
WM WM
W
M
B
T
GA
SG
AS
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
W
M
W
M
W
M
W
M
W
M
W
M
W
M
WM
WM
WM
WM
WM
WM
WM
WM
WM
LP
48.84
48.94
49.19
51.04
50.76
55.97
53.49
54.1259.61
50.80
50.76
47.28
47.77
47.68
48.37
48.3848.1848.17
48.1748.1548.16
48.16
48.19
48.11
47.92
47.5047.29
47.50
47.65
47.95
Bank
52.1m
54.9m
Surgery
Sub Sta
HIGHRIDGE ROAD
El
Sub Sta
Sinks
Sub Sta
El
El
Sub Sta
63.1m
El
Hall
Withywood
Presby
Surgery
Posts
Allotment Gardens
Club
Club
El
School
Church
52.1m
St Pius RC
TCB
School Ho
Sub Sta
Redhouse Office
Gardens
Playground
Car Park
Lakemead
Issues
El Sub Sta
LB
Kings Court
1to15
Leacroft Park
School
Withywood Community School
House
Lea Croft
School Houses
Hall
Club
TCB
SW
D
S
W
D
SW
D
SW
D
S
W
D
S
W
D
SW
D
SW
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
S
W
D
IC
IC
SVGas
Gas
LP
LP
LP
LP
LP
TP
B
B
SCSC
SCSC
SC
G Mkr
Mkr
MkrMkrMkr
MkrBS27
BRIDGE OVER MALAGO CULVERT
CH 3572.5
A CH2M HILL COMPANY
Halcrow Group Limited
www.halcrow.com
Burderop Park, Swindon, Wiltshire, SN4 0QD
Tel +44 (0)1793 812479 Fax +44 (0)1793 812089
South Bristol Link
PLANNING APPLICATION
Culvert Plan
Scale 1:200
Section A-A
Scale 1:50
Section C-C
Scale 1:50
Fall 2.5%Fall 2.5%
0 1000 30002000 4000 5000
SCALE 1:50 (A1)
SCALE 1:100 (A3)
MILLIMETRES
Location Plan
Scale 1:500
5800
Footpath Min 500
40
0
12
0
12
0
40
0
Malogo culvert bridge
400 Thick RC slab
Existing fill
1350
tbc
Existing
concrete
culvert
48.16
Finished road level @ CH 3680
tbc
Invert level
100 compressible filler
Verge
CA
RR
IAG
EW
AY
Existing bedding
Pilecap
Existing concrete culvert
1. All dimensions are in millimetres unless shown otherwise.
2. All levels are in metres above Ordnance Datum (A.O.D.)
3. [MR] indicates a mandatory requirement
4. Different alignments of Malago culvert have been provided by
Bristol City Council and the Environment Agency. The alignment
is to be confirmed subject to survey.
5. The solution and constraints provided for spanning the culvert
will be subject to review once more detailed information is
available for the culvert alignment, structure, and soil conditions.
tbc
Min 500
Verge
Construction vehicle weight to be limited to 3t GVW during works
Crawlers of piling rig are not
permitted beyond load limit
tbc [MR]
Limit of excavation during works
Limited Load Zone
Scale 1:50
4
5
Existing Culvert
Existing Malago
Stream Culvert
Existing Malago
Stream Culvert
FOOTPATH
FOOTPATH
50 10 20
SCALE 1:200 (A1)
SCALE 1:400 (A3)
METRES
0 10 3020 40 50
SCALE 1:500 (A1)
SCALE 1:1000 (A3)
METRES
F
l
o
w
Existing Malago Stream Culvert
Malago culvert bridge
Culvert convergence
Culvert convergence
F
l
o
w
F
lo
w
Flo
w
Existing concrete culvert
A
A
B
B
C
C
C
C
C
C
Section B-B
Scale 1:50
40
0
Footpath
Existing ground level
tbc
Invert level
Existing
concrete
culvert
Slab to tie into existing
cover slab in adjacent
property
Pile positions to
avoid services
ahere possible
tbc
Alignment as provided
by Bristol City Council
Alignment as provided
by Evironment Agency
Alignment as provided
by Environment Agency
Alignment as provided
by Bristol City Council
5000 [MR]
400 piles @1500crs
0.8m 0.8m
[MR][MR]
Bristol City Council and North Somerset Council
100023397
Storm water overflow tank
- Wessex Water
Storm water overflow tank
- Wessex Water
48.37
Existing ground level
48.37
Existing ground level
tbc
48.37
4
5
WB
46.0m
WB
66.4m
Farm
63.1m
Yewtree
53.3m
Hanging Hill Wood
55.2m
Gardens
BM 58.75m
Yewtree Farm
60.7m
Rose Meare
The Pavilions
WB
46.0m
WB
66.4m
Farm
63.1m
Yewtree
53.3m
Hanging Hill Wood
55.2m
Gardens
BM 58.75m
Yewtree Farm
60.7m
Rose Meare
The Pavilions
IC
BH
BS13
BS14
20.8
0
20.4
9
21.14
21.17
20.9
021
.02
19.3
7
23.5
8
20.4
1
19.6
2
21.0
2
19.8
6
20.5
120
.09
20.3
119.5
9
20.18
20.6
1
19.2
0
21.0
0
20.6
5
21.8
0
21.7
921
.81
21.8
2
21.7
0
21.4
3
21.3
7
21.2
921
.26
21.5
5
21.6
3
23.2
9
23.4
0
20.9
2
20.9
4
22.7
7
23.2
0
21.7
8
21.6
3
21.5
8
24.2
0
21.7
1
22.3
2
23.5
1
24.6
5
24.5
1
23.9
1
23.0
2
23.2
1
22.7
6
22.8
0
21.5
6
21.8
8
21.8
6 21.6
6
21.6
4
21.4
6
23.0
9
22.0
5
21.6
3
21.8
3
22.0
4
21.6
6
21.5
4
21.5
7
21.5
9
COLLITER'S BROOK
RETAINING WALL - NORTH
CH 1420 TO 1490
A CH2M HILL COMPANY
100023397
Bristol City Council and North Somerset Council
Halcrow Group Limited
www.halcrow.com
Burderop Park, Swindon, Wiltshire, SN4 0QD
Tel +44 (0)1793 812479 Fax +44 (0)1793 812089
South Bristol Link
PLANNING APPLICATION
A
-
A
-
Retaining Wall - North
1. All dimensions are in millimetres unless shown otherwise.
2. All levels are in metres above Ordnance Datum (A.O.D.)
3. [MR] indicates a mandatory requirement.
4. Finish for all exposed concrete faces to be exposed aggregate
with fine rib finish.
1500.00
1520.00
15.85m
20.26m
19.80m
RC Capping Beam
Colliter's Brook to be locally re-aligned with bank
protection work as required adjacent to track.
Minimum 2.5m width between the track and
Collite's Brook bank.
Sheet Pile toe level
Existing ground level
(3m offset)
Retaining Wall
Capping Beam
Proposed bridge
over Colliter's
Brook
Section A-A
Scale 1:100
RC Capping Beam
Timber restraint fence
127503000 500
500
2500
Foot/Cycleway
Carriageway
Verge
1000
Existing ground Level
1480.00
14
60
.0
0
1440.00
1420.00
1400.00
Retaining Wall - North Plan
Scale 1:250
Retaining Wall - North Elevation
Scale 1:250
0 5 1510 20
SCALE 1:250 (A1)
SCALE 1:500 (A3)
METRES
0 5 10
SCALE 1:100 (A1)
SCALE 1:200 (A3)
METRES
Timber Post and Rail fence
Existing ground level
(Wall)
Colliter's Brook
Colliter's Brook to be
realigned in this area
Hard
verge
Public Right of Way/maintenance track
Anchor ties
N1 vehicle restraint system
Sheet piling to be faced with cladding
Steel sheet piles
Toe level
CH
1390
lim
it of V
RS
Retaining Wall Elevation
WB
46.0m
WB
FB
66.4m
Farm
FB
63.1m
Yewtree
53.3m
Air Shaft
Hanging Hill Wood
Tk S
55.2m
Gardens
BM 58.75m
Yewtree Farm
60.7m
Rose Meare
The Pavilions
WB
46.0m
WB
FB
66.4m
Farm
FB
63.1m
Yewtree
53.3m
Air Shaft
Hanging Hill Wood
Tk S
55.2m
Gardens
BM 58.75m
Yewtree Farm
60.7m
Rose Meare
The Pavilions
RS
RS
RS
RS
BH
BS14
BS15
BS16
28.8
2
28.6
2 29.3
2
34.4
7
35.0
8
34.8
1
36.2
6
35.9
9
34.4
3
35.2
8 36.3
8 37.7
9 38.7
8
37.5
2
36.3
0
35.5
3
36.9
0
37.5
3
36.2
6
35.2
3
36.6
1
37.6
9
38.0
2
37.14
36.8
8
37.9
7
35.7
1
30.7
0
31.7
4
32.9
133
.06
32.5
8
32.5
5
33.4
7
27.9
7
27.9
8
23.5
8
25.7
3
26.0
5
27.0
7
31.4
7
34.2
3
21.8
0
20.9
220
.94
21.7
8
21.6
3
21.5
8
24.6
5
24.5
3
25.0
4
25.6
0
24.3
325
.16
24.2
8
24.9
6
25.3
1
26.0
625
.37
24.6
6
22.16
22.3
9
22.5
6
22.9
0
23.8
124.5
0 24.6
5 25.11
25.18
26.0
0
23.6
1
22.8
8 22.8
5
23.0
1
24.5
3
23.14
25.10
25.3
925
.46
25.14
25.7
8
25.2
5
26.0
1
26.7
928
.05
26.10
26.0
128
.17
33.9
1
35.6
5
36.9
2
23.1022
.72
23.4
524.2
1
26.15
22.8
8
23.5
1
24.6
5
25.3
5
27.4
4
26.6
9
COLLITER'S BROOK
RETAINING WALL - SOUTH
CH 1528 TO 1683
Retaining Wall - South
1. All dimensions are in millimetres unless shown otherwise.
2. All levels are in metres above Ordnance Datum (A.O.D.)
3. [MR] indicates a mandatory requirement.
4. Finish for all exposed concrete faces to be exposed aggregate
with fine rib finish.
Retaining Wall - South Plan
Scale 1:250
Retaining Wall - South Elevation
Scale 1:250
1500.00
15
20
.0
0
15
40
.0
0
15
60
.0
0
15
80
.0
0
1600.00
1620.00
1640.00
1660.00
1
6
8
0
.0
0
19.75
23.18m
22.72m
30.50m
34.18m
Proposed bridge
over Colliter's
Brook
RC Capping Beam
Timber restraint fence
Sheet Pile toe level
Existing ground level
(Maintenance path)
Existing ground level
(Wall)
Proposed Maintenance
Track (2.5m wide)
Retaining Wall
Capping Beam
Proposed bridge
over Colliter's
Brook
Colliter's Brook
Section A-A
Scale 1:100
Colliter's Brook to be locally realigned
with bank protection as required
adjacent to track. Minimum 2.5m
between track and Colliter's Brook bank.
2.5m wide Maintenance Track
RC Capping Beam
Timber restraint fence
12750 600
500
Foot/Cycleway Carriageway Hard verge
Verge
1000
Toe Level
Existing ground Level
0 5 10
SCALE 1:100 (A1)
SCALE 1:200 (A3)
METRES
0 5 1510 20
SCALE 1:250 (A1)
SCALE 1:500 (A3)
METRES
A
-
Colliter's Brook
culvert headwall
A
-
Colliter's Brook to be
realigned in this area
28.72m
26.90m
24.33m
21.73m
32.93m
3000500 500
Hard
verge
Verge
Steel sheet piles
Anchor ties
Steel piling to be faced with cladding
N1 vehicle restraint system
C
H
1
7
1
0
m
sta
rt o
f V
R
S
Existing bed of
Colliter's Brook
2.5m min.
A CH2M HILL COMPANY
100023397
Bristol City Council and North Somerset Council
Halcrow Group Limited
www.halcrow.com
Burderop Park, Swindon, Wiltshire, SN4 0QD
Tel +44 (0)1793 812479 Fax +44 (0)1793 812089
South Bristol Link
PLANNING APPLICATION
