portishead branch line (metrowest phase 1)jan 02, 2020 · the infrastructure planning...
TRANSCRIPT
Portishead Branch Line (MetroWest Phase 1)
TR040011 Applicant: North Somerset District Council
2.18 – 2.20 Pill Station Proposed Overview; Proposed Station Layout & Proposed Lighting Electrical Layout
The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o) Planning Act 2008
Author: Arup Date: November 2019
Document Index
2.18 Pill Station Design Plan: Proposed Overview The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o)
W1097B-ARP-DRG-EST-300010 Rev A01
2.19 S050 Pill Station Proposed Station Layout The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o)
W1097B-ARP-DRG-EST-300011 Rev A01
2.20 S050 Pill Station Proposed Electrical Layout The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o)
W1097B-ARP-DRG-EPT-300002 Rev A02
N
JUNCTION
PARSON STREET
PILL
PORTISHEAD
STN
BEDMINSTER
BRISTOL TM
DOCK
PORTBURY
ROYAL
Dra
win
g N
um
ber
Sheet Size A0 841 x 1189
Scale(s)
Drawing Number Revision
of
Sheet
Signed
Signed
Signed
Project
Status
Rev Date Description of Revisions Drawn
Designed
Drawing Title
Contractor(s)
DateSigned
Drawn
Checked
Approved
Chkd Appr
Date
Date
Date
ELR & Mileage
Alternative Reference
Suitability
Legend/Notes
www.arup.com
Tel +44(0)117 976 5432 Fax +44(0)117 976 5433
Bristol BS1 6JZ
63 St Thomas Street
MY
RT
LE
HIL
L
Fire Statio
n
The Old
14
2
LB
Sunnyside
10
10
12
Myrtle
Vicara
ge
3
23.8
m
1
House
1
Centre
1
2a
CHURCH WALK
17
1
Fernbank
16
CHAPEL ROW2
House
Club
House
El
Sub Sta
2
House
25.0
m
Keswick
GA
RD
EN
S
ST
ATIO
N
RO
AD
SP
RIN
GFIE
LD
RO
AD
7
18
1
9
Gardens 1
1
SA
MB
OU
RNE
12
2
19
8
Surgery
Manchester
UP
PE
R
MY
RT
LE
HIL
L
3
7
TCB
Edgehill
20
GP
LO
DW
AY
1
Fern
24
LANE
54
Health
Path
Path
Path
8
2
7
7
6
3
54
to
60
to
66
to
Gara
ge
30
29
26
9
5
4
48
47
44
12
3
46
45
4328
27
25
8
1
11
10
2
Sub Sta
38
34
36
42
41
40
39
37
3531
33
32
MONMOUTH COURT
HIL
LM
YR
TLE
LO
WE
R
CF
CF
CW
Ward Bdy
Bdy
Boro
Const and
UA
Bdy
Co
Const and
CP
Gra
nary The
1a
18
1
5
5
22
10
5
El
13
10
64
MA
RIN
E P
AR
AD
E
15
1
16
19
26
20
5
47
NE
WP
OR
T
RO
AD
49
44
13
PH
Prospect
House
SEVERN ROAD
HARDWICK ROAD
Holm
El
2
Monmouth Court
15
5
MARINER'S WAY
6
29a
11
Brittania
15
10
55
1
Hillside
9
AV
ON
RO
AD
38
House
1
3
11
63
5
Sub Sta
38
3
43
FRIENDLY ROW
1
14
3
Sub Sta
HARDWICK ROAD
19
MONMOUTH ROAD
9
24
17
10
3
13
Marine Parade
El
Sub Sta
1
10
7
CH
APEL R
OW
13
15
10
1
1
61
2734
PORT VIEW
34
8
1
Yard
67
8
13
18
2Bra
mbles
Coronatio
n
23
27
67
HA
RD
WIC
K
RO
AD
49
16
12
40
10
29
20
LODWAY CLOSE
1
11
43
Drain
32
Union Churc
h
19
46
7
1
2
36
5
41
33
19
Lodway
52
5
Back
Lane
El
Cu
mberla
nd
70
House
Pill
2
14
16
9
35
9
LODWAY CLOSE
7
22.1m
73
Cotta
ge
31
7
Anchor
AVO
N R
OA
D
10
15
15
24
Hope House
5
Myrtle
CR
US
TY
LA
NE
6
1
Duke
(PH)
PUMP SQUARE
El
Sub Sta
of
Corn
wall
UN
DER
BA
NKS
1
Pacquet H
ouse
4
House
Edgehill
March
House
The
Old
Store
House
Railway Cottage
BA
CK
LA
NE
NO ENTRY
FTA Design HG Rigid Vehicle (1998)
45m
S050 PILL STATION
N
TRACKS
PROPOSED
TRACK
EXISTING
(DESIGN BY OTHERS)PROPOSED CAR PARK
STRUCTURE
RETAINING WALL
PROPOSED RAMP &
PORTISHEAD
BRISTOL
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION
vi)
v)
iv)
iii)
ii)
i)
OF WORK, SPECIAL ATTENTION SHOULD BE GIVEN TO:
IN ADDITION TO THE HAZARDS NORMALLY ASSOCIATED WITH THIS TYPE
OF CUTTING
PROPOSED RE-PROFILING
TOPOGRAPHIC SURVEY REQUIRED PRIOR TO DETAILED DESIGN.
FORM 001 DESIGN IS BASED ON INTEPRETATION OF LIDAR DATA. FULL
THERE IS LIMITED TOPOGRAPHIC SURVEY AVAILABLE AT THIS SITE AND THE
HAZARDOUS SUBSTANCES MAY BE PRESENT ONSITE.
ELEVATED LEVELS OF CONTAMINANTS, INTRAVENOUS NEEDLES AND OTHER
CONSTRUCTION WORKS COMMENCING.
OF THESE ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY
BURIED SERVICES ARE PRESENT ACROSS THE SITE. THE PRECISE POSITIONS
WALLS.
NO INFORMATION IS AVAILABLE REGARDING THE FORMATION OF THE EAST
UNSAFE STRUCTURES MAY BE PRESENT ACROSS THE EXISTING PLATFORM.
THE EXISTING CUTTING SLOPES MAY BE UNSTABLE.
ACCESS POINT
PROPOSED ROADRAIL
A01 JB RS RS
S2
1:500 POD 126m
A01
STAIRS
PROPOSED
PROPOSED OVERVIEW
S050 PILL STATION
R. SNELL
10ch
11
W1097B-ARP-DRG-EST-300010
W1097
B-A
RP-D
RG-E
ST-3
00010
(CH2M DESIGN)
CAR PARK
PROPOSED
AVON ROAD BRIDGE
(CH2M DESIGN)
CROSSING
PROPOSED
PLATFORM
PROPOSED
2m
(GRAVELED SURFACE)
EMERGENCY REFUGE AREA 90m²
18/07/19
18/07/19
18/07/19
18/07/19
18/07/19
W1097B-ARP-DRG-EGE-300004
REFER TO DRAWING SERIES
FOR EARTHWORKS DESIGN
FIT FOR INFORMATION
PEDESTRIAN ACCESS
MAINTENANCE ACCESS
LOCKABLE GATE FOR
J. BACINSKI
FOR DCO APPLICATION
T. MYNORS
LEGEND
LAND BOUNDARY
DEVELOPMENT CONSENT ORDER (DCO)
100 20 30 40 50m
SCALE 1:500 @ A0
(METROWEST PHASE 1)
PORTISHEAD BRANCH LINE
R. SNELL
TO CESS LEVEL
1 IN 8 PLATFORM RAMP
LAND PURCHASE REQUIRED
DIMENSIONS SHOULD BE USED.
DRAWINGS SHOULD NOT BE SCALED, ONLY FIGURED 3.
(ORDNANCE DATUM + 100 METRES).
ALL LEVELS ARE IN METRES ABOVE SNAKE GRID RBEPP12 2.
OTHERWISE.
ALL DIMENSIONS ARE IN MILLIMETRES (mm) UNLESS STATED 1.
Dra
win
g N
um
ber
Sheet Size A0 841 x 1189
Scale(s)
Drawing Number Revision
of
Sheet
Signed
Signed
Signed
Project
Status
Rev Date Description of Revisions Drawn
Designed
Drawing Title
Contractor(s)
DateSigned
Drawn
Checked
Approved
Chkd Appr
Date
Date
Date
ELR & Mileage
Alternative Reference
Suitability
Legend/Notes
MY
RT
LE
HIL
L
23.8
m
1
ST
ATIO
N
RO
AD
SA
MB
OU
RNE
Manchester
UP
PE
R
MY
RT
LE
HIL
L
7
TCB
20
24
LANE
Path
NE
WP
OR
T
RO
AD
PH
House
MONMOUTH ROAD
3
10
Coronatio
n
40
22.1m
CR
US
TY
LA
NE
Railway Cottage
BA
CK
LA
NE
116.89
116.92
116.96
117.00
117.00
117.02
117.10
117.11
117.14 RS WHITE CROSS
R=STR
117.16
117.16
R=12500MR=STR
117.17
TL=30M
117.19
117.19
R=12500M R=STR
BoB 117.21
Exposed Cable
117.25
Expose
d Cable
117.264
117.264
GG 117.27
117.27
117.277
117.279
117.283117.284
117.286117.286 117.286
117.287
117.29
117.295
117.298
117.298
117.299
117.300
117.301117.303
117.306
117.310117.312117.312
Cant 00TW
117.316117.316117.321
TW
Cant 00117.323 Cant 00
117.324 117.325117.325
117.328
117.333
117.33
117.334
117.335
117.335
117.337
117.34117.34
TL=45M117.342
TW
Cant 05
117.350
TW
S12606D
E 414611.169
N 286294.321
H 117.354
R=STR
117.357
GPGP Cant 10117.359
117.360
117.360
117.371Cant 00
117.377
EoV 117.38
CP CL 117.39
117.390
117.393
117.419
DMP 4
PE 117.43
117.427
117.429
TW
Exposed Cable
117.439
CP CL 117.44
TW
117.440
117.441
FB
W
117.461
117.470
117.473
117.48
117.480
EoV 117.48
117.493
117.494 117.498
117.505
DMP 3
Cant 00
CP CL 117.52
117.522
Cant 00
117.530
117.542
CP CL 117.55
PE 117.55
117.555
DMP 6
117.559
Cant 05
117.570
FB
W
EoV 117.57
117.587
FB
W
Cant 10
117.599
DMP 5
117.606
PE 117.61
117.611
DMP 1
117.616DMP 7
Cant 15
117.630
117.636
117.645
DMP 2 Cant 20
117.656 117.675
CP CL 117.68
Cant 25
BoR 117.71
EoV 117.78
EoV 117.79
PE 117.90
117.90
Boundary Fence Located
On Top Of Embankment - UTS
117.90
Boundary Fence Located
On Top Of Embankment - UTS
PE 118.01
PE 118.19 PE 118.21PE 118.23 PE 118.24
BoB 118.27
PE 118.34
Pill Station Redundant Platform
PE 118.34 PE 118.34 PE 118.34
PE 118.34
RW 118.34
PE 118.35
BoB 118.35
PE 118.35
Pill Station Redundant Platform
ToR 118.35
PE 118.35PE 118.35
PE 118.35PE 118.35
RW 118.36
PE 118.36PE 118.36 PE 118.36
PE 118.36
Pill Station Redundant Platform
BoB 118.36
PE 118.37PE 118.37
PE 118.38
EoV 118.39
PE 118.43
EoV 118.43
HF 118.4
4
PE 118.44 PE 118.45 PE 118.45
PE 118.45
PE 118.45PE 118.45 PE 118.45PE 118.45
RW 118.45
PE 118.45
Pill Station Redundant PlatformPE 118.45PE 118.45
PE 118.46
PE 118.46
PE 118.46PE 118.46
PE 118.46PE 118.46
EoV 118.46
PE 118.46
BoB 118.46
Boundary Fence LocatedOn Top Of Embankment - UTS
PE 118.46
PE 118.47PE 118.47 PE 118.47PE 118.47
PE 118.47
RW 118.47
PE 118.47PE 118.47
PE 118.48 PE 118.48
BoB 118.49
WL 118.52
BoB 118.53
BoB 118.53
BoB 118.57
WL 118.60
EoV 118.62
RW 118.62
BoB 118.62
Boundary Fence LocatedOn Top Of Embankment - UTS
BoB 118.6
3
BoB 118.65
BoB 118.65
KB 118.70
G
SV
KT 118.80
CL 118.81
HF 118.88
118.93
WL 118.95
Ste
ps
MONMOUTH ROAD
CL 119.03
KB 119.08
KT 119.19
119.29
KB 119.31
119.44
KT 119.47
CL 119.50
WL 119.51Steps
RW 119.65 RW 119.65
KB 119.67
TW
L 1
19.7
6
KT 119.80
DK119.81
KT 119.87
NO FENCE VISIBLE
CL 119.96
DK120.01
KT 120.03
LP
Conc. 120.08
DRIVEWAY
120.13
WL 120.27
EoV 120.29
VE 120.29
KB 120.40
CL 120.46
TP
KT 120.49
Ste
ps
Ste
ps
Ste
ps
120.59
DK120.66
PIL
2A
E 414
535.447
N 286407.220
H 12
0.661
KT 120.69
TWL 120.74
WL 120.77
120.83
120.84
CL 120.85
120.85
KB 120.86
120.89
KT 120.98
DRIVEWAY
SV
121.02
CL 121.06
KB 121.07
WL 121.11
DRIVEWAY121.11TP
EoV 121.18
VE 121.19
KT 121.19HF 121.21HF 121.28
DK121.30
HF 121.30
KT 121.35
CL 121.36
WL 121.3
6
HR
DK121.39
VE 121.40
KT 121.45
TWL 121.54
CL 121.55
KB 121.56
HR
TP
KT 121.69
CL 121.70
LP
KB 121.75
CL 121.78
WL 121.8
4
WL 121.84
EoV 121.86
Conc. 121.86
KT 121.88
WM
SV
121.9
1
DK121.91
SV
DRIVEWAY
121.95
KT 121.96
121.9
8
CL 122.00
WL 122.01
Conc. 122.02
ToB 122.03
VE 122.04
122.0
7
TWL 122.07
DRIVEWAY
DP
122.1
5
Soffit122.17Soffit122.17
FE 122.18
CLK 1.8m H
FE 122.20
KB 122.2
1
Soffit122.22
Soffit122.22
ToB 122.22
122.2
2
DRIVEWAY
WL 122.23
SV
KB 122.24
122.2
4
Soffit122.25
CL 122.25
Soffit122.26
WL 122.2
8
RS
BA
CK
LA
NE
Soffit122.31Soffit122.33
KT 122.3
4
EoV 122.35
CL 122.3
6
TWL 122.36
KT 122.37
DK122.3
7
RS
Soffit122.37
FH
KT 122.3
7
ToB 122.38
DK122.39
GATEWAYGATEWAY
Ste
ps
CL 122.44
KT 122.44
WL 122.4
5
TP
WM
VE 122.48
PIL
4E 414
617.619
N 286311.8
67
H 12
2.504
FE 122.50
PIL
3E 414
592.440
N 286349.850
H 12
2.508
TE
MP
FE 122.5
1
SV
DK122.5
2
KT 122.5
3
IC 122.53
BX
MH 122.54
122.5
5
WL 122.55
RS
CR
US
TY
LA
NE
CL 122.5
5
RS
HR
FE 122.56
IC 12
2.56
HR
SY
IC CL 122.59
IC 122.60
FE 122.60
Steps
KB 1
22.6
0IC 122.61
KB 122.63
HR
122.65
WL 12
2.65
122.65
CL 122.65
FE 122.67
KT 1
22.6
8
Station Road
BIN
Pill Overbridge
Pill Overbridge
KT 122.70
VE 122.71
Steps
RS MAX WEIGH T 3T
122.74
122.74
KB 122.74
CLK 2.0m H
FE 122.75
KEEP
BD
WL 1
22.7
5
CLK 1.5m H FE 122.76
VE 122.77EoV 122.77
BIN
TE
MP
FE 122.7
7
WL 122.7
7
CLE
AR
122.78
MONMOUTH ROAD
CL 122.80
KT 122.80
WL 122.83
Pill Station Overbridge
Ste
ps
TEMP
BUILDING SITE
TEMP
FE 122.84
KB 122.8
5
WL 1
22.8
7
122.88
CL 122.89
122.9
1
Steps
IC 122.92
TWL 122.92 TWL 122.92
TWL 122.92
KT 122.9
4
BD
TWL 122.95
TE
MP
FE 122.9
6
TWL 122.96
EoV 122.98
TWL 122.99
BD
WL 1
23.0
4
Post
KB 123.0
5
KB 1
23.0
5
RS MAX WEIGH T 3T WL 123.09
SV
IC 123.10
BD
RW 123.10
New Road
Pill Station Overbridge
KT 123.13
DK123.14
Gate
KT 1
23.1
4
WL 123.17
KB 1
23.1
8
KB 1
23.1
9
TP
WL 123.21 WL 123.25
123.2
5
KB 1
23.2
7
KT 1
23.2
8
KT 1
23.2
8
WL 1
23.2
8
HR
KT 1
23.3
5D
K123.3
9
Statio
n R
oad
TWL 12
3.45
TW
L 1
23.4
7
Buildin
g
123.4
8
WL 1
23.4
8
123.67
Eo
V 1
23.6
8
CLK 2.0m H
FE 123.72
EoV 123.84
123.84
TWL 123.91
FE 123.92
TWL 123.93
FE 124.01
124.07124.08
CBF 2.0m H
FE 124.13
CBF 2.0m H
FE 124.15FE 124.15
TWL 124.17
FE 124.23
TW
L 1
24.2
4
TW
L 1
24.2
7
TWL 124.29
TWL 124.31
TW
L 1
24.3
3
FE 124.33
TW
L 1
24.3
4
TW
L 1
24.3
4
124.37
TWL 124.37 TWL 124.38 TWL 124.39TWL 124.40
FE 124.41
FE 124.43
FE 124.43
124.44
FE 124.45
124.45
TW
L 1
24.4
6
FE 124.47FE 124.47
CLK 2.0m H
FE 124.52
FE 124.59
TWL 124.65
TW
L 1
24.6
6
124.67
TW
L 1
24.6
8
124.77124.79
OVERHEAD WIRES
CAM-06
CAM-08
CAM-09
CAM-02
CAM-03
TVM
TCTELECOMS CABINET CAB-01
PA 1/1PA 1/2
PA 1/3PA 1/4 PA 1/5
PA 1/6
CAM-07
CAM-04
PA 1/8PA 1/7 PA 1/9
PA 1/10
PA 1/11PA 1/12 PA 1/14
PA 1/13PA 1/16PA 1/15
PA 1/18PA 1/17
PA 1/20PA 1/19
PA 1/22PA 1/21
PA 1/24PA 1/23
PA 1/26PA 1/25
PA 1/28PA 1/27
PA 1/30PA 1/29
CAM-12
PHP-01IL-01
NTI-01
CAM-01
SOD-01
CAM-10 CAM-11 CAM-13
CAM-05
BH5
HDP1
NO ENTRY
BL2000
BL2194
www.arup.com
Tel +44(0)117 976 5432 Fax +44(0)117 976 5433
Bristol BS1 6JZ
63 St Thomas Street
EXISTING UTILITIES LEGEND
WATER MAIN
FOUL SEWER
RISING MAIN
SEWER SURFACE
HIGH VOLTAGE ELECTRICITY - BELOW GROUND
LOW VOLTAGE ELECTRICITY - BELOW GROUND
HIGH VOLTAGE ELECTRICITY - ABOVE GROUND
LOW VOLTAGE ELECTRICITY - ABOVE GROUND
GPSS PIPELINE
LOW PRESSURE GAS MAIN
MEDIUM PRESSURE GAS MAIN
BT CABLE - BELOW GROUND
BT CABLE - ABOVE GROUND
HIGH PRESSURE GAS MAIN
CABLE & WIRELESS
VIRGIN MEDIA CABLE - BELOW GROUND
DESCRIPTION EXISTING
N
JUNCTION
PARSON STREET
PILL
PORTISHEAD
STN
BEDMINSTER
BRISTOL TM
DOCK
PORTBURY
ROYAL
licence number 0100040692
HMSO. © Crown copyright 2017. All rights reserved. Ordnance Survey
OS map data reproduced by permission of Ordnance Survey on behalf of
A01 JB
S2
1:200 POD 126m
A01
PROPOSED STATION LAYOUT
S050 PILL STATION
10ch
11
W1097B-ARP-DRG-EST-300011
W1097
B-A
RP-D
RG-E
ST-3
00011
N
SCALE 1:200
SCALE 1:2002015 GROUND INVESTIGATION LEGEND
BH - BOREHOLE
(LOCATION APPROXIMATE)
HDTP - HAND DUG TRIAL PIT
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION
vi)
v)
iv)
iii)
ii)
i)
OF WORK, SPECIAL ATTENTION SHOULD BE GIVEN TO:
IN ADDITION TO THE HAZARDS NORMALLY ASSOCIATED WITH THIS TYPE
TOPOGRAPHIC SURVEY REQUIRED PRIOR TO DETAILED DESIGN.
FORM 001 DESIGN IS BASED ON INTEPRETATION OF LIDAR DATA. FULL
THERE IS LIMITED TOPOGRAPHIC SURVEY AVAILABLE AT THIS SITE AND THE
HAZARDOUS SUBSTANCES MAY BE PRESENT ONSITE.
ELEVATED LEVELS OF CONTAMINANTS, INTRAVENOUS NEEDLES AND OTHER
CONSTRUCTION WORKS COMMENCING.
OF THESE ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY
BURIED SERVICES ARE PRESENT ACROSS THE SITE. THE PRECISE POSITIONS
WALLS.
NO INFORMATION IS AVAILABLE REGARDING THE FORMATION OF THE EAST
UNSAFE STRUCTURES MAY BE PRESENT ACROSS THE EXISTING PLATFORM.
THE EXISTING CUTTING SLOPES MAY BE UNSTABLE.
PHP
KEY
NTI
TICKET MACHINE
NEXT TRAIN INDICATOR
LIGHTING COLUMN
ELECTRICAL CABINET
TC
SOD
E
SUMMARY OF DEPARTURES
TELECOMS CABINET (CAB-01)
PASSENGER HELP POINT
PLATFORM LOUDSPEAKER
DOME CCTV CAMERA
FIXED CCTV CAMERA
REFER TO FORM EA FOR E&P AND COMMS INFORMATION
MONMOUTH ROAD
PORTBURY SINGLE
PORTISHEAD
PORTBURY DOCK BRANCH
BRISTOL
PORTISHEAD
BRISTOL
126M OVERALL LENGTH OF PLATFORM
PLATFORM GRADIENT FALL 1 IN 649
79m PATH SECTION
30m PATH SECTION
PROPOSED PLATFORM
BRICK FRONT WALL TO
COLUMN
LIGHTING
ABOVE RAMP
TO STABILISE CUTTING
AND CONCRETE FACING
PERMANENT ROCK BOLTS SPEAKER
PLATFORM
11m STAIRS
ACCESS RAMP
ACCOMODATE NEW
CUTTING PROFILED TO
1 IN 22 PATH
1 IN 22 PATH2m
2m
2m
(CH2M DESIGN)
CARPARK AREA
PROPOSED
1
300012
2
300012
3
300013
4
300013
TRACKS
PROPOSED
126M OVERALL LENGTH OF PLATFORM
PLATFORM GRADIENT FALL 1 IN 649
30m PATH SECTION11m STAIRS
79m PATH SECTION
COLUMN
LIGHTING
HDTP3
BH5
HDTP2 HDTP1
BH4
PLATFORM
PROPOSED
ROUTE TO END OF PLATFORM
ADDITIONAL FIRE EVACUATION
STAIRS TO PROVIDE ACCESS RAMP
ACCOMODATE NEW
CUTTING PROFILED TO
ABOVE RAMP
TO STABILISE CUTTING
AND CONCRETE FACING
PERMANENT ROCK BOLTS
SPEAKER
PLATFORM
STAIRS TO PLATFORM LEVEL
PROPOSED DDA COMPLIANT
STAIRS TO PLATFORM LEVEL
PROPOSED DDA COMPLIANT
DETAILED DESIGN
TO BE CONFIRMED AT
LINESIDE S&T, DETAILS
CONNECTION TO
ROUTE TO END OF PLATFORM
ADDITIONAL FIRE EVACUATION
STAIRS TO PROVIDE
ROOF TO DISCOURAGE CLIMBING
DETAILED DESIGN TO CONSIDER SLOPING
(AS REQUESTED BY LOCAL AUTHORITY)
PROPRIETARY SHELTER
ALONG PATH
CHICANE HALFWAY
STRUCTURE
RETAINING WALL
PROPOSED PATH &
PLATFORM PLAN
PLATFORM ELEVATION
(CH2M DESIGN)
CROSSING
PROPOSED
STEEL BOW TOP FENCE
1.5M HIGH GALVANISED
RESIDENTIAL PROPERTIES
FENCELINE OF NEIGHBOURING
1 IN 22 PATH
5
300014
(OMITTED FOR CLARITY)
RETAINING WALL
EXISTING MASONRY
MASONRY WALL
TOP OF EXISTING
SHELTER(20 BICYCLES)
CYCLE SHELTER
18/07/19
18/07/19
18/07/19
BICYCLES (MACEMAIN + AMSTAD PARAGON OR SIMILAR)
PROPRIETARY CYCLE SHELTER WITH PARKING FOR 20 SUMMARY OF DEPARTURES (BEHIND)
CCTV POLES AND CAMERA
TVM
LOCAL CIVIC FEATURE
BOARDS OR OTHER
PLANTING, INFORMATION
AT DETAILED DESIGN STAGE
WIDENING TO BE INVESTIGATED
POSSIBLE FOOTPATH
(MACEMAIN + AMSTAD PARAGON ANTI-VANDAL OR SIMILAR)
SLOPING ROOF TO DISCOURAGE CLIMBING
DETAILED DESIGN TO CONSIDER
(AS REQUESTED BY LOCAL AUTHORITY)
PROPRIETARY SHELTER
(MACEMAIN + AMSTAD PARAGON OR SIMILAR)
INCLUDING TICKET VENDING MACHINE
PROPRIETARY WAITING SHELTER
18/07/19
18/07/19
RS RS
R. SNELL
MASONRY WALL
OPTION TO MODIFY EXISTING
CONFIRMED AT DETAILED DESIGN.
REQUIREMENT FOR FENCING TO BE
AND WHEELCHAIRS)
SUITABLE FOR PRAMS
(GRAVEL TYPE FINISH,
REFUGE AREA 90m²
EMERGENCY FENCED
W1097B-ARP-DRG-EST-050201
FOR FULL EXTENTS REFER TO
AREA UNDER STAIRS
OF PLATFORM AND TO
TO BE PROVIDED AT END
MAINTENANCE ACCESS
LOCKABLE GATES FOR
OF RAMP/SHORT STAIRS
PLANTER/TREES AT END
DETAILED DESIGN
TO BE CONFIRMED AT
LINESIDE S&T,
CONNECTION TO
12M (APPROX) RAMP
TELECOMS)
LOC (SIGNALLING/
2m
FIT FOR INFORMATION
EXISTING REDUNDANT PLATFORM
TO BE RETAINED
10M (APPROX) TO SIGNAL
12M (APPROX) RAMP
STEEL BOW TOP FENCE
1.5M HIGH GALVANISED
PEDESTRIAN ACCESS
F
EN
CE O
FFS
ET
MIN 0.9
m
AT BASE OF RAMP
FLAT CONCRETE AREA
AREA AT BASE OF RAMP
2m FLAT CONCRETE
J. BACINSKI
T. MYNORS
FOR DCO APPLICATION
0 4 8 12 16 20m
SCALE 1:200 @ A0
LAND BOUNDARY
DEVELOPMENT CONSENT ORDER (DCO)
MAINTENANCE
LOWERING FOR
DIRECTION OF COLUMN
GATE
EMERGENCY
(METROWEST PHASE 1)
PORTISHEAD BRANCH LINE
R. SNELL
DURING DETAILED DESIGN STAGE
COLUMNS. DETAILS TO BE AGREED WITH NETWORK RAIL
ANTI-CLIMB FINISH TO BE APPLIED TO LIGHTING, CCTV AND PA 15.
12-20mm SHINGLE STONE.
PERFORATED PIPE WRAPPED IN GEOTEXTILE. SURROUND TO BE
BACK OF WALL DRAINAGE TO BE 225mm DIA, FULLY 14.
W1097B-ARP-DRG-EPT-300002.
FOR LIGHTING COLUMN POSITIONS REFER TO DRAWING 13.
DRAWING W1097B-ARP-DRG-EST-300012-4.
FOR DETAILS OF PLATFORM INFRASTRUCTURE REFER TO 12.
DESIGN STAGE.
ALL DIMENSIONS SHOWN TO BE CONFIRMED AT DETAILED 11.
DATA AND SHOULD BE CONFIRMED PRIOR TO DETAILED DESIGN
DRAWING HAS BEEN INTERPRETED FROM ORDANANCE SURVEY
THE NETWORK RAIL LAND BOUNDARDY INDICATED ON THIS 10.
PRIOR TO COMMENCEMENT OF DETAILED DESIGN.
APPROPRIATELY EXPERIENCED GEOTECHNICAL ENGINEER
THE CUTTING SLOPE SHOULD BE INSPECTED BY AN 9.
SURVEY AND SLOPE INSPECTION.
GROUND INVESTIGATION RESULTS, DETAILED TOPOGRAPHIC
WILL BE CONFIRMED FOLLOWING RECEIPT OF FURTHER
THE BASIS OF LIMITED GROUND INVESTIGATIONS. THE DESIGN
ACCOMMODATE THE SLOPING PATH HAVE BEEN DEVELOPED ON
THE OUTLINE PROPOSED WORKS TO THE CUTTING TO 8.
DETAILED DESIGN.
CLEARED OF ALL VEGETATION AND RE-SURVEYED PRIOR TO
TO VEGETATION CLEARANCE. THE CUTTING SHOULD BE
BASED ON INTERPRETATION OF LIDAR DATA COLLECTED PRIOR
THE INDICATIVE CUTTING PROFILE SHOWN ON THE SECTIONS IS 7.
DIMENSIONS ARE TO BE USED.
DRAWINGS SHOULD NOT BE SCALED, ONLY FIGURED 6.
DETAILED ON THE DRAWING.
THE PROPOSED RAIL ALIGNMENT IS SUBJECT TO VARIATION, AS 5.
SURVEYS UNDERTAKEN BY SEVERN PARTNERSHIP LTD. IN 2015.
THIS DRAWING IS BASED ON TOPOGRAPHICAL AND LIDAR 4
CONTRACT DOCUMENTS.
THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE 3.
(ORDNANCE DATUM + 100 METRES).
ALL LEVELS ARE IN METRES ABOVE SNAKE GRID RBEPP12 2.
OTHERWISE.
ALL DIMENSIONS ARE IN MILLIMETRES (mm) UNLESS STATED 1.
REFUGE AREA
CALL POINT IN
TO CESS LEVEL
1 IN 8 PLATFORM RAMP
GAUGING AT GRIP 5)
BE SUBSTANDARD AND MAY REQUIRE
HANDRAILS (CLEARANCE IS LIKELY TO
DRAINAGE
TO CESS LEVEL
1 IN 8 PLATFORM RAMP
FENCE ON RAMP
1.5m MINIMUM HEIGHT OF
REFUGE AREA
EMERGENCY FENCED
S050 PILL STATION
Dra
win
g N
um
ber
Sheet Size A0 841 x 1189
Scale(s)
Drawing Number Revision
of
Sheet
Signed
Signed
Signed
Project
Status
Rev Date Description of Revisions Drawn
Designed
Drawing Title
Contractor(s)
DateSigned
Drawn
Checked
Approved
Chkd Appr
Date
Date
Date
ELR & Mileage
Alternative Reference
Suitability
Legend/Notes
www.arup.com
Tel +44(0)117 976 5432 Fax +44(0)117 976 5433
Bristol BS1 6JZ
63 St Thomas Street
licence number 0100040692
HMSO. © Crown copyright 2017. All rights reserved. Ordnance Survey
OS map data reproduced by permission of Ordnance Survey on behalf of
N
JUNCTION
PARSON STREET
PILL
PORTISHEAD
STN
BEDMINSTER
BRISTOL TM
DOCK
PORTBURY
ROYAL
116.89
116.92
116.96
117.00
117.00
117.02
117.10
117.11
117.14 RS WHITE CROSS
R=STR
117.16
117.16
R=12500MR=STR
117.17
TL=30M
117.19
117.19
R=12500M R=STR
BoB 117.21
Exposed Cable
117.25
Expose
d Cable
117.264
117.264
117.27
117.27
117.277
117.279
117.283117.284
117.286117.286 117.286
117.287
117.29
117.295
117.298
117.298
117.299
117.300
117.301117.303
117.306
117.310117.312117.312
Cant 00TW
117.316117.316117.321
TW
Cant 00117.323 Cant 00
117.324 117.325117.325
117.328
117.333
117.33
117.334
117.335
117.335
117.337
117.34117.34
TL=45MTW
Cant 05
117.350
TW
S12606D
E 414611.169
N 286294.321
H 117.354
R=STR
Cant 10117.359
117.360
117.360
117.371Cant 00
117.377
EoV 117.38
CP CL 117.39
117.390
117.393
117.419
DMP 4
PE 117.43
117.427
117.429
TW
Exposed Cable
117.439
CP CL 117.44
TW
117.440
117.441
FB
W
117.461
117.470
117.473
117.48
117.480
EoV 117.48
117.493
117.494 117.498
117.505
DMP 3
Cant 00 117.522
Cant 00
117.530
TL=45M
117.542
CP CL 117.55
PE 117.55
117.555
DMP 6
117.559
Cant 05
117.570
FB
W
EoV 117.57
117.587
FB
W
Cant 10
117.599
DMP 5
117.606
PE 117.61
117.611
DMP 1
117.616DMP 7
Cant 15
117.630
117.636
117.645
DMP 2 Cant 20
117.656
117.661
117.675
CP CL 117.68
Cant 25
117.695
BoR 117.71
EoV 117.78
EoV 117.79
EoV 11
7.85
PE 117.90
117.90
Boundary Fence Located
On Top Of Embankment - UTS
117.90
Boundary Fence Located
On Top Of Embankment - UTS
PE 118.01
PE 118.19 PE 118.21PE 118.23 PE 118.24
BoB 118.27
PE 118.34
Pill Station Redundant Platform
PE 118.34 PE 118.34 PE 118.34
PE 118.34
RW 118.34
PE 118.35
BoB 118.35
PE 118.35
Pill Station Redundant Platform
ToR 118.35
PE 118.35PE 118.35
PE 118.35PE 118.35
RW 118.36
PE 118.36PE 118.36 PE 118.36
PE 118.36
Pill Station Redundant Platform
BoB 118.36
PE 118.37PE 118.37
PE 118.38
EoV 118.39
PE 118.43
EoV 118.43
PE 118.44 PE 118.45 PE 118.45
PE 118.45
PE 118.45PE 118.45 PE 118.45PE 118.45
RW 118.45
PE 118.45
Pill Station Redundant PlatformPE 118.45PE 118.45
PE 118.46
PE 118.46
PE 118.46PE 118.46
PE 118.46PE 118.46
EoV 118.46
PE 118.46
BoB 118.46
Boundary Fence LocatedOn Top Of Embankment - UTS
PE 118.46
PE 118.47PE 118.47 PE 118.47
VE 118.47
PE 118.47
PE 118.47
RW 118.47
PE 118.47PE 118.47
PE 118.48 PE 118.48
BoB 118.49
PIL
2E 414
498.235
N 286435.428
H 118.495
WL 118.52
BoB 118.53
BoB 118.53
CL 118.5
5
BoB 118.57
WL 118.60
EoV 118.62
RW 118.62
BoB 118.62
Boundary Fence LocatedOn Top Of Embankment - UTS
BoB 118.6
3
BoB 118.65
BoB 118.65
Gate RAILWAY ACCESS
GateCLK 1.8m H
KB 118.70
G
EoV 118.75
SV
KT 118.80
CL 118.81
HF 118.88
118.93
WL 118.95
Ste
ps
MONMOUTH ROAD
CL 119.03
KB 119.08
KT 119.19
119.29
KB 119.31
119.44
KT 119.47
CL 119.50
WL 119.51Steps
RW 119.65 RW 119.65
KB 119.67
TW
L 1
19.7
6
KT 119.80
DK119.81
KT 119.87
NO FENCE VISIBLE
CL 119.96
DK120.01
KT 120.03
LP
Conc. 120.08
DRIVEWAY
120.13 120.23
WL 120.27
EoV 120.29
VE 120.29
KB 120.40
CL 120.46
TP
KT 120.49
Ste
ps
Ste
ps
Ste
ps
120.59
DK120.66
PIL
2A
E 414
535.447
N 286407.220
H 12
0.661
KT 120.69
TWL 120.74
WL 120.77
120.83
120.84
CL 120.85
120.85
KB 120.86
120.89
KT 120.98
DRIVEWAY
SV
121.02
CL 121.06
KB 121.07
WL 121.11
DRIVEWAY121.11TP
EoV 121.18
VE 121.19
KT 121.19HF 121.21HF 121.28
DK121.30
HF 121.30
KT 121.35
CL 121.36
WL 121.3
6
DK121.39
VE 121.40
KT 121.45
TWL 121.54
CL 121.55
KB 121.56
HR
TP
KT 121.69
CL 121.70
LP
KB 121.75
CL 121.78
WL 121.8
4
WL 121.84
EoV 121.86
Conc. 121.86
KT 121.88
WM
SV
121.9
1
DK121.91
CLK 2.0m H
SV
DRIVEWAY
121.95
KT 121.96
CL 122.00
WL 122.01
Conc. 122.02
ToB 122.03
VE 122.04
TWL 122.07
FE 122.10
ToB 122.11
DRIVEWAY
DP
Soffit122.17Soffit122.17
FE 122.18
CLK 1.8m H
FE 122.20
Soffit122.22
Soffit122.22
ToB 122.22
DRIVEWAY
WL 122.23
SV
KB 122.24
122.2
4
Soffit122.25
CL 122.25
Soffit122.26
WL 122.2
8
RS
BA
CK
LA
NE
Soffit122.31Soffit122.33
EoV 122.35
TWL 122.36
KT 122.37
DK122.3
7
RS
Soffit122.37
FH
KT 122.3
7
ToB 122.38
DK122.39
GATEWAYGATEWAY
CL 122.44
KT 122.44
WL 122.4
5
TP
WM
VE 122.48
PIL
4E 414
617.619
N 286311.8
67
H 12
2.504
FE 122.50
PIL
3E 414
592.440
N 286349.850
H 12
2.508
SV
DK122.5
2
KT 122.5
3
MH 122.54
122.5
5
WL 122.55
RS
CR
US
TY
LA
NE
CL 122.5
5
RS
HR
FE 122.56
IC 12
2.56
HR
SY
IC CL 122.59
IC 122.60
FE 122.60
KB 1
22.6
0IC 122.61
KB 122.63
122.65
WL 12
2.65
122.65
CL 122.65
FE 122.67
KT 1
22.6
8
Station Road
BIN
KT 122.70
VE 122.71
Steps
RS MAX WEIGH T 3T
122.74
122.74
KB 122.74
CLK 2.0m H
FE 122.75
KEEP
BD
WL 1
22.7
5
CLK 1.5m H FE 122.76
VE 122.77EoV 122.77
BIN
TE
MP
FE 122.7
7
WL 122.7
7
CLE
AR
122.78
MONMOUTH ROAD
CL 122.80
KT 122.80
WL 122.83
Pill Station Overbridge
Ste
ps
TEMP
BUILDING SITE
TEMP
FE 122.84
KB 122.8
5
122.88
CL 122.89
122.9
1
TWL 122.92 TWL 122.92
TWL 122.92
KT 122.9
4
BD
TWL 122.95
FE 122.9
6
TWL 122.96
EoV 122.98
TWL 122.99
BD
Post
KB 123.0
5
KB 1
23.0
5
RS MAX WEIGH T 3T WL 123.09
SV
IC 123.10
BD
RW 123.10
New Road
Pill Station Overbridge
KT 123.13
DK123.14
Gate
KT 1
23.1
4
WL 123.17
KB 1
23.1
8
KB 1
23.1
9
TP
WL 123.25
123.2
5
KB 1
23.2
7
KT 1
23.2
8
KT 1
23.2
8
WL 1
23.2
8K
T 1
23.3
5D
K123.3
9
Statio
n R
oad
TWL 12
3.45
TW
L 1
23.4
7
Buildin
g
123.4
8
WL 1
23.4
8
123.67
Eo
V 1
23.6
8
CLK 2.0m H
FE 123.72
EoV 123.84
123.84
TWL 123.91
FE 123.92
TWL 123.93
FE 124.01
124.07124.08
CBF 2.0m H
FE 124.13
CBF 2.0m H
FE 124.15FE 124.15
TWL 124.17
FE 124.23
TW
L 1
24.2
4
TW
L 1
24.2
7
TWL 124.29
TWL 124.31
FE 124.33
TW
L 1
24.3
4
124.37
TWL 124.37 TWL 124.38 TWL 124.39TWL 124.40
FE 124.41
FE 124.43
FE 124.43
124.44
FE 124.45
124.45
TW
L 1
24.4
6
FE 124.47FE 124.47
CLK 2.0m H
FE 124.52
FE 124.59
124.67
124.77124.79
OVERHEAD WIRES
OVERHEAD WIRES
NO ENTRY
A1
A1
LOWERING FOR MAINTENANCE
DIRECTION OF COLUMN
MACHINE FCU
TICKET
DNO SUPPLY CONNECTION
DRAW PIT
C1C1
LIGHTING COLUMN
A1A1A1A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1A1A1A1A1A1A1A1A1
A1
A1A1
A1
A1 A1A1 A1A1 A1A1 A1A1 A1A1 A1A1 A1
A1 A1 A1 A1 A1 A1 A1 A1 A1 A1
CIS FCUC1E C1E C1E C1E
UPS
A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E
A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E A1E
A1EA1EA1EA1EA1EA1EA1EA1EA1EA1E
HANDRAIL LIGHTING FCU
DUCTS
2 x 150 DIA
C1 C1E
A1
A1E
A1A1A1
A1E A1E
B1EB1E
FCU
HELP POINT
FCU
SHELTER
TELECOMS FCU
FCU
SHELTER
C1E
DRAW PIT
DRAW PIT
DRAW PIT
DRAW PIT
DRAW PIT
FCU
SHELTER
DNO CABINET/METER
CUBICLE 1
DETAILED DESIGN
EARTHWORKS/STRUCTURES
REVIEWED FOLLOWING
LIGHTING FOR THIS AREA TO BE
ALONG REFUGE AREA
TO BE SPACED EVERY 11m
B1E LIGHTING BOLLARDS
FCU
CIS
C1POINT FCU
REFUGE HELP
NEAR REFUGE HELP POINT
BY A PUSH BUTTON LOCATED
AREA WILL BE CONTROLLED
LIGHTING IN THE REFUGE
S050 PILL STATION
PLANSCALE 1:200
PORTISHEADBRISTOL
NUMBER W1097B-ARP-DRG-EST-300011
PLATFORM DETAILS, REFER TO DRAWING
FOR GENERAL ARRANGEMENT AND
A02 JB
S2
1:200 POD 126m
A02
PROPOSED ELECTRICAL LAYOUT
S050 PILL STATION
10ch
11
W1097B-ARP-DRG-EPT-300002
W1097
B-A
RP-D
RG-E
PT-3
00002
N
20/09/19
20/09/19
20/09/19
20/09/19
20/09/19
RS RS
R. SNELL
J. BACINSKI
R. SNELL
FOR DCO APPLICATION
FIT FOR INFORMATION
0 4 8 12 16 20m
SCALE 1:200 @ A0
METROWEST PHASE 1
PORTISHEAD BRANCH LINE
CABLE ROUTES TO BE CONFIRMED ON THE NEXT STAGE.5.
LUMINAIRES, DIMMABLE ON NON-OCCUPANCY TO A PRE-SET LEVEL.
PRESENCE DETECTORS WILL CONTROL THE EXTERNAL 4.
SOURCES.
PHOTOCELL TO ENSURE FALSE OPERATION FROM OTHER LIGHT
ON THE CUBICLE. CARE SHALL BE TAKEN WHEN SITING THE
MANUAL OVERRIDE SWITCH. THE PHOTOCELL SHALL BE MOUNTED
LIGHTING CONTROL SHALL INCLUDE A PHOTOCELL, TIMER AND 3.
ARE TO BE USED.
DRAWINGS SHOULD NOT BE SCALED, ONLY FIGURED DIMENSIONS 2.
THIS IS NOT AN INSTALLATION DRAWING.1.
NOTES
J. BACINSKI
LAND BOUNDARY
DEVELOPMENT CONSENT ORDER (DCO)
LAND BOUNDARY
DEVELOPMENT CONSENT ORDER (DCO)