APPENDIX 1 – Draft Plan of Proposals
PCPC
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PCPC
PCPCPC
PCPC
PCPCPC
PCPC
PCPC
PC
P
C
P
C
P
C
PCPCPC
PCPC
PCPC
PCPC
PCPC
PCPCPC
PCPC
PCPC
PCPC
PCPC
NOTES
DRAWN :
SCALE :
DESIGNED :
DRAWING. No.
REVISION
BY
CH
K'D
AP
P'D
REV.
ORIGINAL SIZE : A1
www.tonygee.com
Consulting Civil, Structural and Geotechnical Engineers
DRAWING STATUSCODE
DATE DESCRIPTION
DO NOT SCALE FROM THIS DRAWING
Tony Gee and Partners LLP
Hardy House
140 High Street
Esher, Surrey
KT10 9QJ
Tel: 01372 461600
FOR APPROVALS4
SCHEME PLAN & ELEVATION
C115014-TG-00-XX-DR-C-101
P4
GRK DGD
AS SHOWN
LEA BRIDGE ROAD
WIDENING
ON BEHALF OF
LONDON BOROUGH
WALTHAM FOREST
AN
C
AG
GR
K
04.09.15P1FOR INFORMATION
0 50m10m 20m 30m 40m
SCALE 1:500
10m
SITE LOCATION PLAN
PLAN
ELEVATION A-A
SITE AREA COVERED BY
PLAN BELOW
A-A
-
C-C
104
B-B
104
SCALE 1:250
SCALE 1:250
SCALE 1:500
0 25m20m5m 10m 15m
SCALE 1:250
5m
PIER PIER PIER PIER M.J PIER PIERPIER
M.J PIER PIER PIER
CYCLE / FOOTWAY OVER EXISTING
TICKET HALL FLOOR SLAB
R.C. RETAINING WALL
F.G.L.
D-D
105
PIER
PIER
NEW PARAPET
EXISTING
PARAPET
LAMMAS ROAD
EXISTING ARCH
WALLS BELOW
1. DRAWING IN mm UNLESS STATED OTHERWISE
2. ALL LEVEL IN METRES ABOVE A.O.D.
3. THE PARAPETS ON APPROACHES TO BE TIED
INTO THE REMODELED JUNCTIONS AT ORIENT
WAY AND RIGG APPROACH.
4. CONCRETE GRADE TO BE C32/40 IN
ACCORDANCE WITH BS 8500.
5. PARAPETS TO HAVE SECURITY MESH ON INNER
& OUTER FACES.
KEY
LP= LIGHTING POST
VB= VEHICLE BOLLARD TO PREVENT VEHICLE
INCURSION
= NR BOUNDARY
= NR LAND
= PROPOSED GULLY
= PROPOSED CHAMBER
= EXISTING GULLY
= EXISTING CHAMBER
= PROPOSED CARRIER PIPE
= PROPOSED SUMPLESS GULLY
= PROPOSED COMBINED KERB
DRAINAGE
6. FULL SURVEY OF EXISTING DRAINAGE AT RIGG
APPROACH JUNCTION REQUIRED TO CONFIRM
SUITABILITY OF PROPOSED DRAINAGE
ARRANGEMENTS.
7. SOAKAWAY DESIGN BASED ON BOREHOLE
BH103. LOCAL GROUND CONDITIONS TO BE
DETERMINED FOLLOWING REMOVAL OF BURIED
CONCRETE IDENTIFIED DURING SITE
INVESTIGATIONS.
FOOTWAY / CYCLEWAY
CARRIAGEWAY
FOOTWAY / CYCLEWAY
LADYCARS YARD
LEA BRIDGE ROAD
PIER
NEW VEHICLE HEIGHT
RESTRICTION
TO LADYCARS YARD
ORIENT WAY JUNCTION
RE-MODELLED BY
OTHERS
VB
EXISTING ARCH
APPROACH VIADUCT
VB
VB
LP
LPLP
LP
LP
LP
LP
LP
LP
℄℄ ℄ ℄℄℄℄℄℄℄℄℄PIER
℄℄
AN
C
AG
JF
23.11.15P2AIP APPROVAL
(NR STRUCTURE 664)
AN
C
AG
LJA
W
01.04.16P3FORM 001 APPROVAL
ADVERTISING HOARDING AND
SUPPORT FOUNDATION TO BE
REMOVED AS PART OF ENABLING
WORKS
EXISTING
NETWORK RAIL
TRACKS
1
102
PUBLIC HOUSE
CYCLE/FOOTWAY WIDENING ALONG WEST APPROACHCYCLE/FOOTWAY WIDENING
ALONG EAST APPROACH
INTEGRAL
FOOTBRIDGE
AN
C
AG
JP
C
27.01.17P4AIP APPROVAL
EXISTING STATION
FOOTBRIDGE
NEW PARAPET
TRIEF KERB
EXISTING
KERB LINE
TRIEF KERB
EXISTING STATION
FOOTBRIDGE
GUARDRAIL
STANDARD KERB (WITH
COMBINED DRAINAGE)
EXISTING
KERB LINE
VB
INTEGRAL
FOOTBRIDGE
PC
DRAINAGE GULLIES
EACH SIDE (SEE NOTE 6)
3m DIAMETER, 4.25m DEEP PRECAST
CONCRETE CHAMBER RINGS FILLED
WITH TYPE B FILTER STONE
FORMING SOAKAWAY FOR SOUTH
FOOTWAY DRAINAGE (SEE NOTE 7)
RIGG APPROACH
JUNCTION RE-MODELLED
BY OTHERS
6
.4
7
.0
7
.5
8
.0
6
.5
7
.0
7
.
5
8
.
0
NOTES
DRAWN :
SCALE :
DESIGNED :
DRAWING. No.
REVISION
BY
CH
K'D
AP
P'D
REV.
ORIGINAL SIZE : A1
www.tonygee.com
Consulting Civil, Structural and Geotechnical Engineers
DRAWING STATUSCODE
DATE DESCRIPTION
DO NOT SCALE FROM THIS DRAWING
Tony Gee and Partners LLP
Hardy House
140 High Street
Esher, Surrey
KT10 9QJ
Tel: 01372 461600
FOR APPROVALS4
RAILWAY BRIDGE
PLAN
C115014-TG-00-XX-DR-C-102
P4
GRK DGD
AS SHOWN
LEA BRIDGE ROAD
WIDENING
ON BEHALF OF
LONDON BOROUGH
WALTHAM FOREST
PLAN
SCALE 1:75
SCALE 1:75
1.5m 0m 1.5m 3m 4.5m 6m 7.5m
E-E
103
1. DRAWING IN mm UNLESS STATED OTHERWISE
2. ALL LEVEL IN METRES ABOVE A.O.D.
3. READ THIS DRAWING IN CONJUNCTION WITH
C115014-TG-00-XX-DR-C-103 &
C115014-TG-00-XX-DR-C-108
NEW RETAINING WALL
STRUCTURE
53
30
FO
OT
/C
YC
LE
WA
Y
LEA VALLEY CYCLE PATH
D
O
W
N
L
I
N
E
U
P
L
I
N
E
LAMMAS ROAD
EXISTING BRIDGE PARAPETS
N2 MESH FRAMED
METAL PARAPET
D
O
W
N
L
I
N
E
T
O
T
O
T
T
E
N
H
A
M
H
A
L
E
U
P
L
I
N
E
T
O
S
T
R
A
T
F
O
R
D
N1 TRIEF KERB
NETWORK RAIL
BOUNDARY WALL
AT LOW LEVEL
EXISTING PARAPET
WALL TO BE REMOVED
MESH FRAMED METAL
PEDESTRIAN PARAPET
EXTENT OF BRIDGE
PIER BELOW
BRIDGE WIDENING
KEY:
LEA VALLEY CYCLE
PATH
WIDENING TO EXTEND
UP TO ORIENT WAY
NETWORK RAIL ACCESS TRACK
F-F
103
G-G
108
AN
C
AG
GR
K
04.09.15P1FOR INFORMATION
NETWORK RAIL BOUNDARY FENCE
NETWORK RAIL BOUNDARY FENCE
LP
LP
LP
LP
LP
VB
AN
C
AG
JF
23.11.15P2AIP APPROVAL
LP= LIGHTING POST
VB= VEHICLE BOLLARD TO
PREVENT VEHICLE
INCURSION
LEA BRIDGE ROAD
AN
C
AG
LJA
W
01.04.16P3FORM 001 APPROVAL
NR BOUNDARY
25
00
FO
OT
/C
YC
LE
WA
Y
AN
C
AG
JP
C
27.01.17P4AIP APPROVAL
PEDESTRIAN
GUARDRAIL
N2 MESH FRAMED
METAL PARAPETEXISTING PARAPET
REMOVED
N1 TRIEF KERB
EXISTING STATION
FOOTBRIDGE
INTEGRAL
FOOTBRIDGE
EXISTING PARAPET
REMOVED
EXISTING TICKET HALL FLOOR SLAB (NR
STRUCTURE 664) USED TO ACCOMMODATE
FOOTWAY WIDENING FOR PEDESTRIANS AND
CYCLISTS. NEW STRUCTURAL SLAB OVERLAY TO BE
CONSTRUCTED OVER EXISTING DECK (SEE
DRAWING C115014-TG-00-XX-DR-C-108).
90
00
CA
RR
IA
GE
WA
Y
STANDARD KERB
INDICATIVE ROAD
MARKINGS
NOTES
DRAWN :
SCALE :
DESIGNED :
DRAWING. No.
REVISION
BY
CH
K'D
AP
P'D
REV.
SIGNIFICANT RESIDUAL HAZARDS
RESIDUAL HAZARD SUGGESTED CONTROL MEASURE
NOTE: The above hazards do not include every hazard or assumption, but
identify significant residual construction hazards that are not likely to be
obvious to a competent contractor and those that could be difficult to manage
effectively. Refer also to the designer's risk documentation.
ORIGINAL SIZE : A1
www.tonygee.com
Consulting Civil, Structural and Geotechnical Engineers
DRAWING STATUSCODE
DATE DESCRIPTION
DO NOT SCALE FROM THIS DRAWING
Tony Gee and Partners LLP
Hardy House
140 High Street
Esher, Surrey
KT10 9QJ
Tel: 01372 461600
FOR APPROVALS4
RAILWAY BRIDGE
SECTIONS
SHEET 1 OF 2
C115014-TG-00-XX-DR-C-103
P4
GRK DGD
AS SHOWN
LEA BRIDGE ROAD
WIDENING
ON BEHALF OF
LONDON BOROUGH
WALTHAM FOREST
0 5m1m 2m 3m 4m
SCALE 1:50
1m
0 2500mm500mm 1000mm 1500mm 2000mm
SCALE 1:25
500mm
SECTION F-F
SECTION E-E
SCALE 1:50
SCALE 1:25
650 850902
9000
TRIEF KERB
1. DRAWING IN mm UNLESS STATED OTHERWISE
2. ALL LEVEL IN METRES ABOVE A.O.D.
3. READ THIS DRAWING IN CONJUNCTION WITH
C115014-TG-00-XX-DR-C-102
C115014-TG-00-XX-DR-C-104
C115014-TG-00-XX-DR-C-105
C115014-TG-00-XX-DR-C-108
4. POSITIONS OF NEW OLE LINES APPROXIMATED
FROM LEA BRIDGE STATION
RE-DEVELOPMENTDRAWING;
UN60105-LBR-X-OL-DG-D2-300
5. NETWORK RAIL PLATFORM ACCESS STEPS TO BE
TEMPORARILY REMOVED TO CONSTRUCT
PROPOSED INTEGRAL BRIDGE PIER
6. LEVELS OF WIDENING STRUCTURES TO BE
DETERMINED TO FIT WITH EXISTING STRUCTURE
LEVELS AT INTERFACES.
7. EPS BLOCKS TO BE SEALED WITH A HIGH DENSITY
POLYETHYLENE SHEETING TO PROTECT AGAINST
CHEMICAL ATTACK.
DOWNLINE
UPLINE
NETWORK RAIL
BOUNDARY FENCE
450mmØ PILES
EXISTING R.C. PLANKS
EXISTING SLAB OVERLAY TO BE
REMOVED, NEW STRUCTURAL
SLAB OVERLAY TO BE LAID OVER
EXISTING R.C PLANKS (SEE
DRAWING
C115014-TG-00-XX-DR-C-108)
NEW REINFORCED
CONCRETE INTEGRAL BRIDGE
NEW PROPOSED
RETAINING WALL
STRUCTURE
(REFER TO DRAWING
C115014-TG-00-XX-DR-C-105)
1500 NORMAL N2
METAL
CONTAINMENT
PARAPET
EXISTING
HIGHWAY
PARAPET
REMOVED
VARIES
11.30
3% (SEE NOTE 6)
EXISTING BRIDGE
CONCRETE ENCASED STEEL BEAMS
(NR STRUCTURE 663)
EXISTING
SERVICE BAY PROPOSED NEW BRIDGE
NEW WIDENING TO
EXISTING APPROACH
ARCHES
(REFER TO DRAWING
C115014-TG-00-XX-DR-C-104)
R.C SLAB AND GRP
PERMANENT FORMWORK
CARRIAGEWAY
380 2750 450
45
0
I-I
108
ENCLOSED
VOID
CONCRETE
PLINTHS
ENCLOSED
VOID
EXISTING
CONCRETE
ENCASED
STEEL
BEAMS
AN
C
AG
GR
K
04.09.15P1FOR INFORMATION
300 DIA WATER MAIN
SEALED JOINT
REPOSITIONED
UKPN DUCTS
TOP OF EXISTING
SERVICE BAY
LOWERED BY 100mm
DECK PROFILE TO SUIT
PARAPET OUTER FACE
MESH CLADDING
150
MIN.
5202
NEW FOOT AND CYCLEWAY
0 500mm100mm 200mm 300mm 400mm
SCALE 1:5
100mm
CONCRETE
PLINTHS
APPROXIMATE 600
THK BRICKWORK
WALLS
APPROXIMATE 600
THK BRICKWORK
WALLS
MONITORING OF BRICKWORK PIER
WALLS ON N.R. STRUCTURE 664 TO
BE IN PLACE DURING
CONSTRUCTION
SUITABLE UNDERPINNING TO BE
DESIGNED AND INSTALLED BY
COMPETENT PERSONS
UNDERMINING EXISTING
BRICKWORK PIER WALLS TO
CONSTRUCT PILE CAPS.
UNDERMINING EXISTING
BRICKWORK PIER WALLS TO
CONSTRUCT PILE CAPS.
PLATFORM
PLATFORM ACCESS STEPS
(SEE NOTE 5)
PLATFORM
1660x4250x1000 THK. PILE CAP
3No.
450mmØ PILES
UNDERPINNING TO EXISTING BRICK
WALL (SEE RESIDUAL HAZARD NOTES)
44
34
M
IN
S
OF
FIT
H
EIG
HT
6.07
27
0
27
0
OLE (SEE NOTE 4) OLE (SEE NOTE 4)
5.77
SOFFIT LEVEL OF
ADJACENT EXISTING
BRIDGE 663 VARIES,
10.08m MIN.
AN
C
AG
JF
23.11.15P2AIP APPROVAL
11100 CLEAR SPAN
H-H
-
47
50
M
IN
GRP PERMANENT FORMWORK
R.C SLAB WITH SPRAY APPLIED
WATER PROOFING SYSTEM
SECTION H-H
SCALE 1:5
NON SLIP
SURFACING
NON SLIP SURFACING OVERLAY
AN
C
AG
LJA
W
01.04.16P3FORM 001 APPROVAL
RC WALL
2 COATS
BITUMINOUS
WATERPROOF
COATING
500
2 COATS BITUMINOUS
WATERPROOF
COATING
500
POLYSTYRENE FILCOR
100 (SEE NOTE 7)
WEST APPROACH WIDENING
EXISTING BRIDGE STRUCTURE (NR STRUCTURE 664)
PROPOSED NEW BRIDGE SPAN EAST APPROACH WIDENING
BACK OF WALL
DRAINAGE
SPRAY APPLIED WATER
PROOFING SYSTEM
BRICKWORK OF NR STRUCTURE
664 PIER RE-POINTED PRIOR TO
CONSTRUCTION OF NEW
INTEGRAL BRIDGE
EXISTING ABUTMENT
OF NR BRIDGE 663
STEEL REBAR DRILL &
FIXED INTO EXISTING
BRIDGE DECK
AN
C
AG
JP
C
27.01.17P4AIP APPROVAL
50 GAP
1000mm THK.
PILE CAP
200
SPRAY APPLIED WATER
PROOFING SYSTEM TO
EXISTING BRIDGE DECK
NOTES
DRAWN :
SCALE :
DESIGNED :
DRAWING. No.
REVISION
BY
CH
K'D
AP
P'D
REV.
ORIGINAL SIZE : A1
www.tonygee.com
Consulting Civil, Structural and Geotechnical Engineers
DRAWING STATUSCODE
DATE DESCRIPTION
DO NOT SCALE FROM THIS DRAWING
Tony Gee and Partners LLP
Hardy House
140 High Street
Esher, Surrey
KT10 9QJ
Tel: 01372 461600
FOR APPROVALS2
WEST APPROACH VIADUCT
ROAD WIDENING
SECTIONS
C115014-TG-00-XX-DR-C-104
P4
GRK DGD
AS SHOWN
LEA BRIDGE ROAD
WIDENING
ON BEHALF OF
LONDON BOROUGH
WALTHAM FOREST
0 5m1m 2m 3m 4m
SCALE 1:50
1m
SECTION C-C
(TYPICAL ARCH PIER SECTION)
SCALE 1:50
SECTION B-B
(TYPICAL SECTION
AT ARCH MIDSPAN)
SCALE 1:50
450 2325 MIN.
CYCLEWAY
1800 MIN.
FOOTWAY
2600 MIN
FOOT / CYCLEWAY
450
450 FOOTWAY
1800 MIN.
CYCLEWAY
3000 MIN.
450CYCLEWAY
2500 MIN.
LAMMAS ROAD
LAMMAS ROAD
EXISTING BUILDING
STANDARD KERB UNIT (WITH
COMBINED DRAINAGE)
EXISTING
ROAD LEVEL
EXISTING
ROAD LEVEL
1500 NORMAL N2 METAL
CONTAINMENT PARAPET
MASONRY ARCH BARREL
600 DIA WATER MAIN
CONCRETE/WEAK
BRICKWORK INFILL
MASONRY ARCH BARREL
SPRINGING LEVEL
RC SLAB
RC SUPPORT COLUMN
(SEE DRAWING
C115014-TG-00-XX-DR-C-106)
26mm Ø DYWIDAG
PERMANENT BAR ANCHOR
SYSTEM OR SIMILAR (SEE
NOTES). 1 NO. ANCHOR PER
COLUMN
1. DRAWING IN mm UNLESS STATED OTHERWISE
2. ALL LEVEL IN METRES ABOVE A.O.D.
3. READ THIS DRAWING IN CONJUNCTION WITH
C115014-TG-00-XX-DR-C-101
4. ALL PERMANENT BAR ANCHORS TO BE LOAD
TESTED.
5. PERMANENT BAR ANCHORS TO HAVE
CORROSION PROTECTION TO ENSURE
DURABILITY THROUGHOUT WORKING LIFE.
6. LOCATION OF BURIED SERVICES IN LAMMAS
ROAD TAKEN FROM SELECT SURVEYS DRAWING
14LBW1080. SERVICES NOT VERIFIED FROM SITE
INVESTIGATIONS.
7. UKPN ELECTRICAL DUCTS TO BE RELAID. DUCTS
TO BE MINIMUM 0.6M BELOW FOOTWAY
SURFACE. STEEL DUCTS TO BE USED WHERE
DUCTS ARE LOCATED BENEATH R.C SLAB
8. BURIED SERVICES AT 3 NO. COLUMN LOCATIONS
WITHIN LADYCARS YARD. SERVICES TO BE
DIVERTED PRIOR TO CONSTRUCTION WORKS.
9. ALL PERMANENT BAR ANCHORS TO BE
PRESTRESSED TO COUNTERACT SERVICE LIMIT
STATE LOADS.
10. ALL PERMANENT BAR ANCHORS TO BE
ANCHORED INTO PIER BRICKWORK BELOW
MASONRY ARCH BARREL SPRINGING LEVEL.
AN
C
AG
GR
K
04.09.15P1FOR INFORMATION
150mmØ UKPN ELECTRICAL
DUCTS (SEE NOTE 7)
150 DIA
GAS MAIN
1500 NORMAL N2 METAL
CONTAINMENT PARAPET
600 Ø MP GAS
MAIN (SEE
NOTE 6)
275 Ø FOUL WATER
MAIN (SEE NOTE 6)
AN
C
AG
JF
23.11.15P2AIP APPROVAL
150 Ø GAS MAIN
6500 2 LANE CARRIAGEWAY
8300 2 LANE CARRIAGEWAY
BURIED SERVICES
WITHIN LADYCARY
YARD (SEE NOTE 8)
ARCH BARREL REDUCED
THICKNESS AT EDGES
AN
C
AG
LJA
W
01.04.16P3FORM 001 APPROVAL
A
N
C
H
O
R
L
E
N
G
T
H
(
S
E
E
N
O
T
E
1
0
)
TRIEF KERB
1500mm METAL
PEDESTRIAN PARAPET
600mmØ
WATER MAIN
EXISTING MASONRY
INFILL / DOORWAY
TRIEF KERB
UNIT
TRIEF KERB
AN
C
AG
JP
C
27.01.17P4AIP APPROVAL
UNIDENTIFIED CABLE
(ASSUMED BT)
300mm DIA
WATER MAIN
380
150
380 380
EXISTING PARAPET
REMOVED
1500mm METAL
PEDESTRIAN PARAPET
DISUSED SEWER
(SEE NOTE 6)
REPOSITIONED
UKPN DUCTS
DOUBLE HEIGHT KERB TO
PROTECT COLUMNS
NOTES
DRAWN :
SCALE :
DESIGNED :
DRAWING. No.
REVISION
BY
CH
K'D
AP
P'D
REV.
ORIGINAL SIZE : A1
www.tonygee.com
Consulting Civil, Structural and Geotechnical Engineers
DRAWING STATUSCODE
DATE DESCRIPTION
DO NOT SCALE FROM THIS DRAWING
Tony Gee and Partners LLP
Hardy House
140 High Street
Esher, Surrey
KT10 9QJ
Tel: 01372 461600
FOR APPROVALS4
EAST APPROACH VIADUCT
ROAD WIDENING
SECTIONS
C115014-TG-00-XX-DR-C-105
P4
GRK DGD
AS SHOWN
LEA BRIDGE ROAD
WIDENING
ON BEHALF OF
LONDON BOROUGH
WALTHAM FOREST
0 5m1m 2m 3m 4m
SCALE 1:50
1m
SECTION D-D
SCALE 1:50
450 3000 MIN
CYCLEWAY
9000
3 LANE CARRIAGEWAY
500
GRASSED EMBANKMENT
1500 NORMAL N2 METAL
CONTAINMENT PARAPET
TRIEF KERB
TRIEF KERB
EXISTING
ROAD LEVEL
EXISTING CONCRETE FILLED MASONRY ARCH STRUCTURE
POLYSTYRENE FILCOR 100 (OR SIMILAR)
IN VOID BETWEEN NEW & EXISTING
WALLS (SEE NOTE 4)
1. DRAWING IN mm UNLESS STATED OTHERWISE.
2. ALL LEVEL IN METRES ABOVE A.O.D.
3. READ THIS DRAWING IN CONJUNCTION WITH
C115014-TG-00-XX-DR-C- 101 - SCHEME PLAN &
ELEVATION.
4. EPS BLOCKS TO BE SEALED WITH A HIGH DENSITY
POLYETHYLENE SHEETING TO PROTECT AGAINST
CHEMICAL ATTACK.
300mm DIA WATER MAIN
REPOSITIONED UKPN DUCTS
AN
C
AG
GR
K
04.09.15P1FOR INFORMATION
EXISTING HIGHWAY
PARAPET REMOVED
130 DIA
GAS MAIN
2000 MIN
AN
C
AG
JF
23.11.15P2AIP FOR APPROVAL
380380
FOOTWAY
CONCRETE BLINDING
CLASS 6I/6J BACKFILL
AN
C
AG
JF
01.04.16P3FORM 001 APPROVAL
300 DIA WATER MAINS
150 150
AN
C
AG
JP
C
27.01.17P4AIP APPROVAL
EXISTING MASONRY
WALL / PARAPET
2475 MIN.
FOOT/CYCLEWAY
5
3
6
0
9
7
.8
3
4
6
1
8
6
9
8
7
.3
1
0
4
0
.0
0
0
0
S
O
P
0
2
c
o
m
b
in
e
d
s
u
r
v
e
y
1
0
.
0
8
.
1
5
5
3
6
0
9
6
.9
6
7
7
1
8
6
9
8
7
.7
1
4
3
0
.0
0
0
0
S
O
P
0
2
r
o
a
d
a
lig
n
m
e
n
t
1
0
.
0
8
.
1
5
5
3
6
0
9
6
.6
8
1
6
1
8
6
9
8
8
.5
0
5
1
0
.0
0
0
0
S
O
P
0
2
o
r
ig
in
a
l
s
u
r
v
e
y
5
3
6
0
9
7
.8
3
4
6
1
8
6
9
8
7
.3
1
0
4
0
.0
0
0
0
S
O
P
0
2
c
o
m
b
in
e
d
s
u
r
v
e
y
1
0
.
0
8
.
1
5
5
3
6
0
9
6
.9
6
7
7
1
8
6
9
8
7
.7
1
4
3
0
.0
0
0
0
S
O
P
0
2
r
o
a
d
a
lig
n
m
e
n
t
1
0
.
0
8
.
1
5
5
3
6
0
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2
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LEA BRIDGE ROAD WIDENING
PROPOSED SEQUENCE OF ROAD /
FOOTWAY CLOSURE DURING
CONSTRUCTION (SHEET 1 OF 3)
C115014-TG-00-XX-SK-C-0016
REVISION
P01
BY
DATE
REV.
CHK'D
APP'D
LJAW
AG
PROJECT TITLE
SKETCH TITLE
Tony Gee and Partners LLPwww.tonygee.com
LAMMAS ROAD
LADYCARS YARD
STAGE 1 PHASE 2:
· CLOSE SOUTH FOOTWAY ON LEA BRIDGE ROAD.
· REPLACE PARAPET ALONG SOUTH FOOTWAY ON WESTAPPROACH (APPROX 5 WEEKS).
· OCCUPY NETWORK RAIL LAND AND LAND TO THENORTH EAST.
· CONSTRUCT FOOTBRIDGE AND RETAINING WALLSUBSTRUCTURES.
· APPROXIMATE LENGTH OF WORKS IS 9 WEEKS.
LAMMAS ROAD
STAGE 2 PHASE 1:
· OPEN SOUTH FOOTWAY ON LEA BRIDGE ROAD.
· CLOSE NORTH FOOTWAY ON LEA BRIDGE ROAD.
· OCCUPY EAST BOUND LANE 1 OVER ROAD BRIDGE(APPROX. 3 WEEKS).
· CONSTRUCT FOOTWAY WIDENING ON NORTH SIDE OFROAD BRIDGE.
GENERAL NOTES:
1) TWO WAY TRAFFIC REQUIRED AT ALL TIMES.
2) MAINTAIN MINIMUM 6.5m CARRIAGEWAY WIDTH AT ALL TIMES.
3) ALL SIGNAGE TO COMPLY WITH TRAFFIC SIGNS MANUAL CHAPTER 8.
4) TRAFFIC MANAGEMENT TO BE DESIGNED BY CONTRACTOR. TFL
APPROVAL REQUIRED FOR TRAFFIC MANAGEMENT THEREFORE
EXTENTS OF ROAD OCCUPATION MAY CHANGE FROM THAT SHOWN
ON THIS DRAWING.
5) ALL VEHICLES INCLUDING SITE PLANT TO BE EXCLUDED FROM
EXISTING FOOTWAYS ALONG LEA BRIDGE ROAD.
KEY:
M.A.S.S TEMPORARY BARRIERS
SITE HOARDING / FENCING TO
EXCLUDE PUBLIC
TEMPORARY SITE OCCUPATION
PROPOSED SITE COMPOUND
TEMPORARY PEDESTRIAN CROSSINGS
LADYCARS YARD
SITE HOARDING ON LAMMAS ROAD
TO PROTECT FROM FALLING
DEBRIS FROM LEA BRIDGE ROAD
LEA BRIDGE ROAD
LEA BRIDGE ROAD
LAMMAS ROAD
LADYCARS YARD
LEA BRIDGE ROAD
STAGE 1 PHASE 1:
· SITE SET UP.
· OCCUPY LADYCARS YARD.
· CONSTRUCT SUBSTRUCTURES IN LADYCARS YARD.
· APPROXIMATE LENGTH OF WORKS IS 18 WEEKS.
OCCUPATION OF N.R. LAND
POSSESSION OF
LADYCARS YARD
SKETCH. No.
27/01/17
P01
ANC
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u
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y
LEA BRIDGE ROAD WIDENING
PROPOSED SEQUENCE OF ROAD /
FOOTWAY CLOSURE DURING
CONSTRUCTION (SHEET 2 OF 3)
SKETCH. No.
C115014-TG-00-XX-SK-C-0017
REVISION
P01
BY
DATE
REV.
CHK'D
APP'D
GHM
27/01/17
P01
AG
ANC
PROJECT TITLE
SKETCH TITLE
Tony Gee and Partners LLPwww.tonygee.com
STAGE 2 PHASE 3:
· OCCUPY EAST BOUND LANE 1 ALONG EAST APPROACH(APPROX. 1 WEEK).
· CONSTRUCT FOOTWAY WIDENING ON NORTH SIDE OFEAST APPROACH.
· WORKS TO BE CARRIED OUT AT NIGHT AND MAYREQUIRE TEMPORARY SIGNAL RELOCATION.
STAGE 3 PHASE 1:
· OPEN NORTH FOOTWAY AND CYCLEWAY ON WIDENEDLEA BRIDGE ROAD.
· CLOSE SOUTH FOOTWAY ON LEA BRIDGE ROAD.
· OCCUPY WEST BOUND LANE 3 OVER ROAD BRIDGE.
· CONSTRUCT FOOTWAY WIDENING ON SOUTH SIDE OFROAD BRIDGE.
· WORKS TO BE CARRIED OUT AT NIGHT AND MAYREQUIRE TEMPORARY SIGNAL RELOCATION.
GENERAL NOTES:
1) TWO WAY TRAFFIC REQUIRED AT ALL TIMES.
2) MAINTAIN MINIMUM 6.5m CARRIAGEWAY WIDTH AT ALL TIMES.
3) ALL SIGNAGE TO COMPLY WITH TRAFFIC SIGNS MANUAL CHAPTER 8.
4) TRAFFIC MANAGEMENT TO BE DESIGNED BY CONTRACTOR. TFL
APPROVAL REQUIRED FOR TRAFFIC MANAGEMENT THEREFORE
EXTENTS OF ROAD OCCUPATION MAY CHANGE FROM THAT SHOWN
ON THIS DRAWING.
5) ALL VEHICLES INCLUDING SITE PLANT TO BE EXCLUDED FROM
EXISTING FOOTWAYS ALONG LEA BRIDGE ROAD.
KEY:
M.A.S.S TEMPORARY BARRIERS
SITE HOARDING / FENCING TO
EXCLUDE PUBLIC
TEMPORARY SITE OCCUPATION
PROPOSED SITE COMPOUND
LAMMAS ROAD
LADYCARS YARD
LAMMAS ROAD
LADYCARS YARD
LEA BRIDGE ROAD
LEA BRIDGE ROAD
VEHICLE AND PEDESTRIAN ACCESS
TO PUBLIC HOUSE MAINTAINED
STAGE 2 PHASE 2:
· OCCUPY EAST BOUND LANE 1 ALONG WEST APPROCH(APPROX. 6 WEEKS).
· CONSTRUCT FOOTWAY WIDENING ON NORTH SIDE OFWEST APPROACH.
LAMMAS ROAD
LADYCARS YARD
LEA BRIDGE ROAD
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2
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y
LEA BRIDGE ROAD WIDENING
PROPOSED SEQUENCE OF ROAD /
FOOTWAY CLOSURE DURING
CONSTRUCTION (SHEET 3 OF 3)
SKETCH. No.
C115014-TG-00-XX-SK-C-0018
REVISION
P01
BY
DATE
REV.
CHK'D
APP'D
GHM
27/01/17
P01
AG
ANC
PROJECT TITLE
SKETCH TITLE
Tony Gee and Partners LLPwww.tonygee.com
STAGE 3 PHASE 2:
· OCCUPY WEST BOUND LANE 3 ALONG EAST END OFWEST APPROACH (APPROX. 2-3 DAYS).
· CONSTRUCT FOOTWAY WIDENING ON SOUTH SIDE OFWEST APPROACH.
GENERAL NOTES:
1) TWO WAY TRAFFIC REQUIRED AT ALL TIMES.
2) MAINTAIN MINIMUM 6.5m CARRIAGEWAY WIDTH AT ALL TIMES.
3) ALL SIGNAGE TO COMPLY WITH TRAFFIC SIGNS MANUAL CHAPTER 8.
4) TRAFFIC MANAGEMENT TO BE DESIGNED BY CONTRACTOR. TFL
APPROVAL REQUIRED FOR TRAFFIC MANAGEMENT THEREFORE
EXTENTS OF ROAD OCCUPATION MAY CHANGE FROM THAT SHOWN
ON THIS DRAWING.
5) ALL VEHICLES INCLUDING SITE PLANT TO BE EXCLUDED FROM
EXISTING FOOTWAYS ALONG LEA BRIDGE ROAD.
KEY:
M.A.S.S TEMPORARY BARRIERS
SITE HOARDING / FENCING TO
EXCLUDE PUBLIC
TEMPORARY SITE OCCUPATION
PROPOSED SITE COMPOUND
LAMMAS ROAD
LADYCARS YARD
LEA BRIDGE ROAD
LAMMAS ROAD
LADYCARS YARD
LEA BRIDGE ROAD
STAGE 3 PHASE 3:
· OCCUPY WEST BOUND LANE 3 ALONG WEST END OFWEST APPROACH (APPROX. 1 WEEK).
· CONSTRUCT FOOTWAY WIDENING ON SOUTH SIDE OFWEST APPROACH.
STAGE 4:
· OPEN SOUTH FOOTWAY ON LEA BRIDGE ROAD.
· CARRY OUT ROAD RE-SURFACING ALONG CENTRALSECTION OF LEA BRIDGE ROAD. TEMPORARY TRAFFICLIGHTS MAY BE REQUIRED.