portishead branch line (metrowest phase 1)... · s007 avon road underbridge as shown j.aylwin...
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Portishead Branch Line (MetroWest Phase 1)
TR040011 Applicant: North Somerset District Council 2.22 Avon Road Underbridge
General Arrangement Proposed Sheets 1 and 2 and Avon Road Underbridge Embankment Regrades The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o) Planning Act 2008 Author: Arup Date: November 2019
Document Index 2.22 Avon Road Underbridge General Arrangement Proposed
(Sheet 1 & 2)* The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o)
W1097B-ARP-DRG-EST-300008-9 Rev A01
Avon Road Underbridge Embankment Regrades The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o)
W1097B-ARP-DRG-ECV-300005 Rev A01
* The footpath to the station has been removed from scope, and there are no longer plans to provide CCTV as shown on drawings W1097B-ARP-DRG-EST-300008 and W1097B-ARP-DRG-EST-300009
Sheet Size A1 594 x 841
Dra
win
g N
um
ber
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
5961.4
338
EXISTING BRIDGE
INTERNAL PROFILE OF
(300
WINGWALL
REDI-ROCK
GATE TO INSPECT WALLS
LOCKABLE MAINTENANCE ACCESS
CONCRETE SLAB FOOTING
GARDEN FENCING
WITH SECURE DOMESTIC
FENCING TO BE REPLACED
GARDEN FENCING
WITH SECURE DOMESTIC
FENCING TO BE REPLACED
TO THE PROPOSED PILL STATION
N
JUNCTION
PARSON STREET
PILL
PORTISHEAD
STN
BEDMINSTER
BRISTOL TM
DOCK
PORTBURY
ROYAL
S2
POD
S007 AVON ROAD UNDERBRIDGE
As Shown
J.AYLWIN 18/07/19
21
W1097B-ARP-DRG-EST-300008
W1097
B-A
RP-D
RG-E
ST-3
00008
PROPOSED
GENERAL ARRANGEMENT
NBH3B
DP5
DP4
DP3
DP2
DP1
C
300009
SHEET 1
115.969115.924
350 350
350
1500
300 300
1500
350
SCALE 1:100
B
-
SECTION BSCALE 1:50
A
-
SECTION ASCALE 1:50
TOP OF BANK
117.516 117.448
111.352
EXISTING FOOTPATH
750
GARAGES
EXISTING
E
300009
D
300009
4600
2
-
400
75 M
OR
TA
R B
ED
75 M
OR
TA
R B
ED
WATER MAIN
LV CABLES HV CABLES
SEWER
1
-
TO PORTISHEAD
TO BRISTOL
F
300009
PRECAST DECK UNITINSITU STITCH
20 MORTAR
UNIT
PRECAST ABUTMENT
2
1
INSITU CONCRETE STITCH
JOINT
CONSTRUCTION
'ROUGH' CAST AT 10
PRECAST DECK UNITPRECAST DECK UNIT
1
-
DETAIL 1 TYPICAL DETAIL OF DECK STITCH
(ABUTMENT SIMILAR. NO STITCH IN BASE)
SCALE 1:10
CONSTRUCTION SEQUENCE
CONTRACTOR TO SUIT THE
TO BE DESIGNED BY THE
WATERPROOFING SYSTEM
8.11
18.4
UNDERBRIDGE
AVON ROAD
PROPOSED PORTBURY DOCK BRANCH
PROPOSED PORTBURY SINGLE
RE
RE
RE
RE
RERE
DESIGN STAGE
DRAINAGE TBC AT DETAILED
CONNECTION TO HIGHWAYS 200ø PVC PIPE (NON-PERFORATED)
RE RODDING EYE
200ø FULLY PERFORATED PIPE (1:300 MIN. FALL)
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION
WORK, SPECIAL ATTENTION SHOULD BE GIVEN TO:
IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THIS TYPE OF
i)
ii)
iii)
1.
2.
3.
4.
5.
6.
BH3B
DP(n)
GENERAL NOTES
FOR LOG DATA.
BOREHOLE LOCATION. REFER TO FORM 001
FOR LOG DATA.
DYNAMIC PIT LOCATION. REFER TO FORM 001
7.
126mi29ch
COMPRESSIBLE FILLER BOARD
POLYSULPHIDE SEALANT AND
DECK UNITS = 11 TONNES EACH. TO BE CONFIRMED FOLLOWING DETAILED DESIGN.
AS DRAWN, THE NOMINAL WEIGHTS OF THE ABUTMENT, INTERNAL DECK AND EXTERNAL
SEPARATE M&E SUBMISSION)
INDICATIVE FOOTPATH LIGHTING (TBC IN
MJ MJMJ
PLAN
BLOCKS
NO-FINES CONCRETE
225 POROUS
WEEP HOLE
MATCH EXISTING)
(APPROX. GRADIENT 1:1.6 TO
LINE OF PROPOSED EMBANKMENT
LIGHTING
FOOTPATH
INDICATIVE
RO
AD
AV
ON
TO
2
-
DETAIL 2TYPICAL DETAIL OF INTERNAL
DECK CONNECTION
SCALE 1:20
LA
P
(MIN. 2 PER UNIT)
DOWEL CONNECTION
CONSTRUCTION JOINT
'ROUGH' CAST AT
MORTAR
QUICK SETTING
SEQUENCE
SUIT THE CONSTRUCTION
BY THE CONTRACTOR TO
SYSTEM TO BE DESIGNED
WATERPROOFING
CONSTRUCTION JOINT
'ROUGH' CAST AT
DRIP DETAIL
300 MIN.
HOLE
WEEP
DETAILED DESIGN STAGE
CROSS SECTION DIMENSIONS TBC AT
EXISTING FOOTPATH
3
007202
MIN.
TO L
OD
WA
Y C
LO
SE
117.556117.624
2503
114.210
116.710
REDI-ROCK WINGWALL
FENCING TO TIE INTO
NEW PALADIN SECURITY
WEATHERED MMG
ASSUMED TOP OF
(GRADIENT 1:2)
EMBANKMENT
LINE OF PROPOSED
ROBUST KERB LOADING
DISCONTINUITY JOINT FOR
(REBAR TO BE MATCH CAST)
MA
TC
H C
AS
T)
(RE
BA
R T
O B
E
VEHICLE ACCESS
BOLLARDS TO PREVENT
CPOS
BOLLARD
VEHICLE
2500 (
MIN.)
(2400 M
IN.
RE
QUIR
ED)
VEHICLE ACCESS
BOLLARDS TO PREVENT
INSTALL FINISHES AND LIGHTING.3.1.
STAGE 3: POST-POSSESSION
AT NEXT GRIP STAGE).
INSTALL TRACK MONITORING (REQUIREMENTS TO BE DETERMINED 2.7.
BACKFILL STRUCTURE AND LAY PWAY.2.6.
INSTALL WATERPROOFING SYSTEM AND BACK OF WALL DRAINAGE.2.5.
INSTALL WINGWALLS AND TIE INTO RETAINING WALLS.2.4.
INSTALL PRECAST CONCRETE UNITS AND STITCH TOGETHER.2.3.
DEMOLISH THE EXISTING UNDERBRIDGE AND SUITABLY REMOVE.2.2.
EXISTING UNDERBRIDGE.
REMOVE TRACK AND EXCAVATE EMBANKMENT BEHIND THE 2.1.
STAGE 2: DURING POSSESSION (2 WEEKS ANTICIPATED):
EITHER SIDE OF EXISTING BRIDGE.
PREPARE GROUND AND NORTHERN BASE SLAB FOR WINGWALLS 1.4.
INSTALL DRAINAGE AND BACKFILL.1.3.
INSTALL RETAINING WALLS PARALLEL TO TRACK.1.2.
CABINET.
UNDERTAKER. THIS INCLUDES DIVERTING THE ELECTRICAL
ACCORDANCE WITH THE REQUIREMENTS OF THE STATUTORY
UNDERTAKE SERVICE SEARCH AND PROTECT OR DIVERT IN 1.1.
STAGE 1: PRE-POSSESSION
REQUIRED PRIOR TO DETAILED DESIGN.
DESIGN IS BASED ON INTEPRETATION OF LIDAR DATA. FULL TOPOGRAPHIC SURVEY IS
THERE IS LIMITED TOPOGRAPHIC SURVEY AVAILABLE AT THIS SITE AND THE FORM F001
LIGHTING
INDICATIVE BRIDGE
DOCK SINGLE
EXISTING PORTBURY
ASSUMED CONSTRUCTION SEQUENCE
PATTERNED ON BOTH SIDES
FREESTANDING WALLS TO BE
BOLLARD
VEHICLE
(NO
TE 8)
(NO
TE 8) (N
OT
E 8)
(NO
TE 8)
CPOS
MIN.)
EMBANKMENT
EXISTING
GRADIENT OF
MATCH
BACKFILL TO
SELECT 6N/6P
EMBANKMENT
EXISTING
GRADIENT OF
MATCH
BACKFILL TO
SELECT 6N/6P
SHOWN
BUT DETAILS NOT
SERVICES PRESENT
ii.
FIT FOR INFORMATION
A01
ACCESS GATE
MAINTENANCE
LOCKABLE
PALADIN SECURITY FENCING
TOP OF BANK
EXISTING STRUCTURE
STRUCTURE
EXISTING
ANTICIPATED
EITHER END OF THE DECK
GEOGRID EXTENDING c. 15m
DESIGN STAGE. CONTINUOUS
ASSESSED AT DETAILED
STIFFNESS TRANSITION TO BE
117.478
18/07/19
R. SNELL
R. SNELL
18/07/19
18/07/19
FENCING
KEE KLAMP
KEE KLAMP FENCING
DOCK
TO PORTBURY
REQUIREMENTS MAY SIGNIFICANTLY AFFECT THE PROPOSED WORKS.
DIVERSION REQUIREMENTS. THERE IS RESIDUAL RISK THAT ONEROUS
WITH ASSET OWNERS IS TO BE UNDERTAKEN AT DETAILED DESIGN FOR PROTECTION OR
ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO DETAILED DESIGN. CONSULTATION
BURIED SERVICES ARE PRESENT ACROSS THE SITE. THE PRECISE POSITIONS OF THESE
INDICATIVE CCTV COLUMN
J. BACINSKI
LEVEL HAS BEEN ASSUMED
MIN. Cu OF 150kPa FOR FOUNDING
WITH SUITABLE COMPACTED FILL
TO BE REMOVED AND REPLACED
SOFT MATERIAL (HEAD DEPOSITS)
0 200 400 600 800 1000mm
SCALE 1:10 @ A1
0
SCALE 1:20 @ A1
1.2 1.60.4 0.8 2.0m
210 3 4 5m
SCALE 1:50 @ A1
0 2 4 6 8 10m
SCALE 1:100 @ A1
A01 18/07/19 FOR DCO APPLICATION JB RS RS
LEGEND (PLAN)
LAND BOUNDARY
DEVELOPMENT CONSENT ORDER (DCO)
(METROWEST PHASE 1)
PORTISHEAD BRANCH LINE
THIS EXTENT ARE CONSIDERED IN A SEPARATE SUBMISSION.WORKS EITHER SIDE OF THE BRIDGE. EARTHWORKS BEYOND THIS SUBMISSION CONSIDERS ONLY 10m OF EMBANKMENT
DETAILS SHOWN WITHIN THIS PACKAGE ARE INDICATIVE.DETAILS ARE COVERED WITHIN A SEPARATE SUBMISSION. ALL THE ALTERNATIVE ACCESS TO PILL STATION AND ALL M&E
INVESTIGATION.BH3B AND DP1-5 UNDERTAKEN AS PART OF THE 2015 GROUND THIS DESIGN IS BASED ON GROUND CONDITIONS PRESENTED IN
AND RE-SURVEYED PRIOR TO DETAILED DESIGN.THE EMBANKMENT SHOULD BE CLEARED OF ALL VEGETATION LIDAR DATA COLLECTED PRIOR TO VEGETATION CLEARANCE. THE TOPOGRAPHICAL MODEL IS BASED ON INTERPRETATION OF
SURVEY UNDERTAKEN BY SEVERN PARTNERSHIP LTD. IN 2015.THIS DRAWING IS BASED ON TOPOGRAPHICAL AND LIDAR
(ORDNANCE DATUM + 100M).ALL LEVELS ARE IN METRES ABOVE SNAKE GRID RBEPP12
ALL DIMENSIONS ARE IN MILLIMETRES (MM).
CONTRACTOR
TEMPORARY WORKS
BE ASSESSED BY
TEMPORARY CUT TO
BENCHING.
B
-
A
-
TBC.
LIGHTING COLUMN TO BE REMOVED OR REPLACED,
AND BURIED
TRACK INFLUENCE ZONE MAY BE RETAINED
PROPOSED WORKS OR EXTEND INTO THE
ELEMENTS THAT DO NOT CLASH WITH THE
EXISTING STRUCTURE . NOTE ANY
DEMOLISH AND SUITABLY DISPOSE OF THE
117.591
REDI-ROCK WINGWALL
FENCING TO TIE INTO
NEW PALADIN SECURITY
10000
1100 1950 1950 1950 1950 1100
300 300
1500
350
3397
VARIES (2806 MIN.) VARIES (1715 MIN.)
TROUGH
1500
3322
(2000 M
IN.)
700
300 (
MIN.)
AGREED WITH ASSET OWNER)
RELOCATED (LOCATION TO BE
ELECTRICAL CABINET TO BE
Sheet Size A1 594 x 841
Dra
win
g N
um
ber
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
1500 CLEAR
1500 CLEAR
2800
700 1500 700 1500
INFORMATION
BASED ON LIMITED LIDAR
EXISTING BOUNDARY LINE
M&E SUBMISSION
TO BE DESIGNED IN SEPARATE
INDICATIVE LIGHTING BOLLARD
REPLACE WITH SUITABLE COMPACTED FILL
GROUP. EXCAVATE SOFT SPOTS AND
TO BE FOUNDED ON MERCIA MUDSTONE
OR SIMILAR APPROVED
REDI-ROCK RETAINING WALL
OR SIMILAR APPROVED
REDI-ROCK RETAINING WALL
REPLACE WITH SUITABLE COMPACTED FILL
GROUP. EXCAVATE SOFT SPOTS AND
TO BE FOUNDED ON MERCIA MUDSTONE
M&E SUBMISSION
TO BE DESIGNED IN SEPARATE
INDICATIVE LIGHTING BOLLARD
INFORMATION
BASED ON LIMITED LIDAR
EXISTING BOUNDARY LINE
GARDEN FENCING
SECURE DOMESTIC
GARDEN FENCING
SECURE DOMESTIC
(OR SIMILAR)
ANTI-CLIMB STEEPLE COPING
(OR SIMILAR)
ANTI-CLIMB STEEPLE COPING
N
JUNCTION
PARSON STREET
PILL
PORTISHEAD
STN
BEDMINSTER
BRISTOL TM
DOCK
PORTBURY
ROYAL
S2
POD
S007 AVON ROAD UNDERBRIDGE
As Shown
J.AYLWIN 18/07/19
22
W1097B-ARP-DRG-EST-300009
W1097
B-A
RP-D
RG-E
ST-3
00009
PROPOSED
GENERAL ARRANGEMENT
117.017
SHEET 2
116.710
114.517
113.975
117.944 117.994
C
300008
ELEVATION CSCALE 1:50
D
300008
SECTION DSCALE 1:50
E
300008
SECTION ESCALE 1:50
F
300008
SECTION FSCALE 1:50
2807
4600
FOOTPATH
GARDENS
PRIVATE
SINGLE
PORTBURY
BRANCH
DOCK
PORTBURY
SINGLE
PORTBURY
BRANCH
DOCK
PORTBURY
2
1
OF INFLUENCE
EXISTING TRACK ZONE
NOT TO EXTEND INTO
TEMPORARY WORKS
29ch
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION
WORK, SPECIAL ATTENTION SHOULD BE GIVEN TO:
IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THIS TYPE OF
DECK UNITS = 11 TONNES. TO BE CONFIRMED FOLLOWING DETAILED DESIGN.
AS DRAWN, THE NOMINAL WEIGHTS OF THE ABUTMENT, INTERNAL DECK AND EXTERNAL i)
iii)
ii)
iv)TEMPORARY WORKS NOT TO EXTEND INTO EXISTING TRACK ZONE OF INFLUENCE
v)PROPOSED TRACK SHALL NOT BE FOUNDED ON TWO DIFFERENT TYPES OF FILL
iv)
FABRIC
NON-WOVEN GEOTEXTILE
GRANULAR MATERIAL
FREE DRAINING
FULLY PERFORATED PIPE
TYPES OF FILL
FOUNDED ON TWO DIFFERENT
PROPOSED TRACK SHALL NOT BE
v)
FOOTPATH
GARDENS
PRIVATE
TYPES OF FILL
FOUNDED ON TWO DIFFERENT
PROPOSED TRACK SHALL NOT BE
v)
OF INFLUENCE
EXISTING TRACK ZONE
NOT TO EXTEND INTO
TEMPORARY WORKS
iv)
E
-
D
-
APPROVED) SEE DETAIL 3
RETAINING WALL (OR SIMILAR
'COBBLE STONE' FINISH REDI-ROCK
APPROVED) SEE DETAIL 3
RETAINING WALL (OR SIMILAR
'COBBLE STONE' FINISH REDI-ROCK
TRACK
TO BE DEMOLISHED
EXISTING WING WALL
75 M
OR
TA
R
EGL
NR/CIV/SD/231
BENCHING TO
6N/6P BACKFILL
CPOS
BRIDGE PARAPET
75 M
OR
TA
R
6N/6P BACKFILL
CPOS
NR/CIV/SD/231
BENCHING TO
TOP OF EMBANKMENT
75 M
OR
TA
R
TRACK
UNDERBRIDGE
AVON ROAD
10000
117.017
BACKFILL
6N/6P
10000
114.210 114.210
(NOTE 2)(NOTE 2)
1
1
1
1
2
1
3
DETAIL 3
RETAINING WALLS AND WING WALLS
PROPOSED COBBLESTONE FINISH TO
2735
116.710
KEE KLAMP GUARDRAILING
117.624 117.624
KEE KLAMP GUARDRAILING
KEE KLAMP GUARDRAILING
ACCESS
VEHICLE
PREVENT
BOLLARDS TO
SUITABLE COMPACTED FILL
EXCAVATE SOFT SPOTS AND REPLACE WITH
FOUNDED ON MERCIA MUDSTONE GROUP.
REINFORCED CONCRETE SLAB TO BE
KEE KLAMP GUARDRAILING
75 MORTAR
SIMILAR APPROVED
REDI-ROCK WINGWALL OR
COPING (OR SIMILAR)
ANTI-CLIMB STEEPLE
2500 (
MIN.)
2500 (
MIN.)
FULLY PERFORATED PIPE
GRANULAR MATERIAL
FREE DRAINING
FABRIC
NON-WOVEN GEOTEXTILE
FIT FOR INFORMATION
A01
FULLY PERFORATED PIPE
GRANULAR MATERIAL
FREE DRAINING
GEOTEXTILE FABRIC
NON-WOVEN
NOTE 3 NOTE 3
R. SNELL
18/07/19
R. SNELL 18/07/19
18/07/19
126mi
REQUIREMENTS MAY SIGNIFICANTLY AFFECT THE PROPOSED WORKS.
PROTECTION OR DIVERSION REQUIREMENTS. THERE IS RESIDUAL RISK THAT ONEROUS
CONSULTATION WITH ASSET OWNERS TO BE UNDERTAKEN AT DETAILED DESIGN FOR
TO BE VERIFIED BY THE CONTRACTOR PRIOR TO DETAILED DESIGN.
BURIED SERVICES ARE PRESENT ACROSS THE SITE. THE PRECISE POSITIONS OF THESE ARE
REQUIRED PRIOR TO DETAILED DESIGN.
DESIGN IS BASED ON INTEPRETATION OF LIDAR DATA. FULL TOPOGRAPHIC SURVEY
THERE IS LIMITED TOPOGRAPHIC SURVEY AVAILABLE AT THIS SITE AND THE FORM F001
COLUMN
INDICATIVE CCTV
CCTV COLUMN
INDICATIVE
A01 18/07/19 FOR DCO APPLICATION JB RS RS
J. BACINSKI
210 3 4 5m
SCALE 1:50 @ A1
(METROWEST PHASE 1)
PORTISHEAD BRANCH LINE
BENCHING
ARE CONSIDERED IN A SEPARATE SUBMISSION.
EITHER SIDE OF THE BRIDGE. EARTHWORKS BEYOND THIS EXTENT
THIS SUBMISSION CONSIDERS ONLY 10m OF EMBANKMENT WORKS
W10197B-ARP-DRG-EST-300008.
FOR GENERAL NOTES REFER TO DRAWING
2.
1.
Sheet Size A1 594 x 841
Dra
win
g N
um
ber
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
S2
POD
A01
As Shown
11
W1097B-ARP-DRG-ECV-300005
W1097
B-A
RP-D
RG-E
CV-3
00005
FIT FOR INFORMATION
23/07/19
23/07/19
23/07/19
23/07/19
PORTISHEAD BRANCH LINE
J. BACINSKI
NETWORK RAIL
EMBANKMENT REGRADES
AVON ROAD UNDERBRIDGE
NR/CIV/SD/230.
1. THIS DRAWING IS BASED ON NETWORK RAIL STANDARD DRAWING
RSRSJBFOR DCO APPLICATION23/07/19A01
0 200 400 600 800 1000mm
SCALE 1:10 @ A1
0 0.5 1.5 2.0 2.5m1.0
SCALE 1:25 @ A1
30CH126M
(METROWEST PHASE 1)
R. SNELL
R. SNELL