portishead branch line (metrowest phase 1)jan 02, 2020 · the infrastructure planning...

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

pw://PROJECTWISEV8I:PWISEV8I/Documents/Western%20and%20Wales/The%20Greater%20West%20Programme/West%20Of%20England%20Area/W1097B%20-%20140569%20-%20MetroWest%20Phase1%20Grip%203%20Arup/ARP%20-%20Arup%20-%20Bristol/Drawings/W1097B-ARP-DRG-EST-300010




pw://PROJECTWISEV8I:PWISEV8I/Documents/Western%20and%20Wales/The%20Greater%20West%20Programme/West%20Of%20England%20Area/W1097B%20-%20140569%20-%20MetroWest%20Phase1%20Grip%203%20Arup/ARP%20-%20Arup%20-%20Bristol/Drawings/W1097B-ARP-DRG-EPT-300002

pw://PROJECTWISEV8I:PWISEV8I/Documents/Western%20and%20Wales/The%20Greater%20West%20Programme/West%20Of%20England%20Area/W1097B%20-%20140569%20-%20MetroWest%20Phase1%20Grip%203%20Arup/ARP%20-%20Arup%20-%20Bristol/Drawings/W1097B-ARP-DRG-EPT-300002

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


Scale(s)


of

Sheet

Signed

Signed

Signed

Project

Status


Designed

Drawing Title

Contractor(s)

DateSigned

Drawn

Checked

Approved

Chkd Appr

Date

Date

Date

ELR & Mileage


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



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


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


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


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


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


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


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


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


MAINTENANCE

LOWERING FOR

DIRECTION OF COLUMN

GATE

EMERGENCY

(METROWEST PHASE 1)


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


GAUGING AT GRIP 5)

BE SUBSTANDARD AND MAY REQUIRE

HANDRAILS (CLEARANCE IS LIKELY TO

DRAINAGE

TO CESS LEVEL


FENCE ON RAMP

1.5m MINIMUM HEIGHT OF

REFUGE AREA

EMERGENCY FENCED

S050 PILL STATION

Dra

win

g N

um

ber


Scale(s)


of

Sheet

Signed

Signed

Signed

Project

Status


Designed

Drawing Title

Contractor(s)

DateSigned

Drawn

Checked

Approved

Chkd Appr

Date

Date

Date

ELR & Mileage


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



117.90



PE 118.01

PE 118.19 PE 118.21PE 118.23 PE 118.24

BoB 118.27

PE 118.34


PE 118.34 PE 118.34 PE 118.34

PE 118.34

RW 118.34

PE 118.35

BoB 118.35

PE 118.35


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


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


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


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


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


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


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


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


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


LAND BOUNDARY
