Appendix C - Wilts & Berks Canal Partnership - Swindon ... c.pdf83.80 SECTION H-H CHAINAGE 1+410.000...
10
001-REP | Issue Rev 3 | 9 January 2014 \\GLOBAL\LONDON\ILG\JOBS\226000\226259-00 WILTS AND BERKS CANAL\04_ILG-GROUP-PROJECT-DATA\20140107 FINAL REPORT ISSUE REV3.DOCX Page C4 Appendix C Proposed Outline Design of Canal
Transcript of Appendix C - Wilts & Berks Canal Partnership - Swindon ... c.pdf83.80 SECTION H-H CHAINAGE 1+410.000...
001-REP | Issue Rev 3 | 9 January 2014
\\GLOBAL\LONDON\ILG\JOBS\226000\226259-00 WILTS AND BERKS CANAL\04_ILG-GROUP-PROJECT-DATA\20140107 FINAL REPORT ISSUE REV3.DOCX
Page C4
Appendix C
Proposed Outline Design of Canal
D
E
N
C
H
W
O
R
T
H
R
O
A
D
D
E
N
C
H
W
O
R
T
H
R
O
A
D
M
A
B
L
Y
W
A
Y
DOWNSVIEW ROAD
L
E
T
C
O
O
M
B
E
B
R
O
O
K
M
O
O
R
I
N
G
B
A
S
I
N
A338
-0+
200.000
-0+
100.000
0+
000.000
0+
100.000
0+
200.000
0+
300.000
0
+
4
0
0
.0
0
0
0
+
5
0
0
.0
0
0
0
+
6
0
0
.
0
0
0
0
+
7
0
0
.
0
0
0
0
+
8
0
0
.
0
0
0
0
+
9
0
0
.
0
0
0
1
+
0
0
0
.
0
0
0
1
+
1
0
0
.
0
0
0
1
+
2
0
0
.
0
0
0
1
+
3
0
0
.
0
0
0
1
+
4
0
0
.
0
0
0
1
+
5
0
0
.
0
0
0
1
+
6
0
0
.
0
0
0
1
+
7
0
0
.
0
0
0
1
+
8
0
0
.
0
0
0
1
+
9
0
0
.0
0
0
2+
000.000
2
+
1
0
0
.0
0
0
2
+
2
0
0
.
0
0
0
2
+
3
0
0
.
0
0
0
2
+
4
0
0
.
0
0
0
2
+
5
0
0
.
0
0
0
2
+
6
0
0
.0
0
0
2
+
7
0
0
.
0
0
0
2
+
8
0
0
.
0
0
0
2
+
9
0
0
.
0
0
0
3
+
0
0
0
.
0
0
0
3
+
1
0
0
.
0
0
0
3
+
2
0
0
.
0
0
0
3
+
3
0
0
.
0
0
0
3
+
4
0
0
.
0
0
0
3
+
5
0
0
.
0
0
0
3
+
6
0
0
.0
0
0
3
+
7
0
0
.0
0
0
Start of A
rup S
cope
(C
h. -100.000)
E
n
d
o
f
A
r
u
p
S
c
o
p
e
(
C
h
.
+
3
1
0
0
.
0
0
0
)
Job No
Drawing Status
Plot ID
Scale at A1
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
A1
1
2
3
4
5
6
7
8
9
10
11
© Arup
A B C D E F G H I J K L M N
13 Fitzroy Street
London W1T 4BQ
Tel +44 (0)20 7636 1531 Fax +44 (0)20 7580 3924
www.arup.com
001 05226259
1:5000 @ A1 / 1:10,000 @ A3
Outline Proposal
Proposed Canal Alignment
Key Plan
Wilts and Berks Canal
Grove and Wantage Section
Wilts and Berks Canal Trust
1BFB6FF3-02BF-43D6-B9D8-716AC3E5DAEA
J:\226000\226259-00 W
ilts and B
erks C
anal\11_ILG
_D
raw
ings\02_D
raw
ings\001.dw
g 9 Jan 2014 12:07:39 david.sapin
Notes:
Survey is based on National Grid. Using OSTN02
transformation of GPS derived co-ordinates.
All levels are related to Newlyn datum.
Approximate Alignment of Historical Canal Towpath
Surveyed By Glanville Consultants, Cornerstone
house, 62 Foxhall Road, Didcot. OX11 7AD. AL
814229.
1.
2.
3.
Alignment of Glanville survey
Proposed towpath centreline
Existing water filled sections of canal
Proposed canal in water
/ /01 23 05 05 DW BT CU
Grove Bridge
Pinch Point 3
Proposed Route
Mably Way
Pinch Point 2
Approximate Alignment
Of Historic Canal Route
East Challow Bridge
Pinch Point 1
S
E
E
D
R
A
W
I
N
G
0
0
3
S
E
E
D
R
A
W
I
N
G
0
0
2
S
E
E
D
R
A
W
I
N
G
0
0
4
DRAWING 005
DRAWING 006
DRAWING 007
Foul Water Sewer
Trunk Main
Letcombe Brook
/ /02 01 11 05 CB BT CU
/ /03 02 05 13 DS BT CU
/ /04 02 08 13 DS BT CU
/ /05 09 01 14 BA BT CU
Notes:
1. Survey is based on National Grid. Using OSTN02
transformation of GPS derived co-ordinates.
2. Historic water levels taken from existing invert
level at King's Lift bridge, and calculated using lock
falls from Scott Wilson Report.
3. Existing ground levels & chainages are from
Glanville survey. Dwgs. 100 - 107 Dated. Nov 2004.
4. Dimensions are in mm and heights in metres
relative to Ordnance Datum.
5. Typical section dimensons are generally taken
from Scott Wilson feasibility study Jan 1998.
6. Chainages are measured along the proposed
canal route. Glanville survey changes have been
modified to suit.
Job No
Drawing Status
Plot ID
Scale at A0
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
A0 A
1
© Arup
B C D E F G H I J K L M N O P Q R S T U
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
13 Fitzroy Street
London W1T 4BQ
Tel +44 (0)20 7636 1531 Fax +44 (0)20 7580 3924
www.arup.com
002 05226259
As Shown
Outline Proposal
Proposed Canal Plan Long Section
and Sections
Sheet 1 of 3
Wilts and Berks Canal
Grove and Wantage Section
Wilts and Berks Canal Trust
46D36EAF-7CE8-47F3-850C-D01A0526658B
J:\226000\226259-00 W
ilts and B
erks C
anal\11_ILG
_D
raw
ings\02_D
raw
ings\002.dw
g 9 Jan 2014 12:17:07 david.sapin
SECTION A-A
NATURAL BANK PROTECTION
COMPOSITE SECTION
SECTION B-B
SECTION C-C
VERTICAL WALL
EAST CHALLOW BRIDGE
APPROACH & BRIDGE HOLE SECTION
SECTION D-D
A
A
B
B
C
C
D
D
G
G
SECTION G-G
SE
E S
HE
ET
2 O
F 3
FO
R C
ON
TIN
UA
TIO
N
Key:
Glanville Survey
Proposed towpath centreline
Existing canal water filled sections
Proposed canal in water
TOW PATH ON NORTH
SIDE OF CANAL
A
4
1
7
A
4
1
7
SE
E S
HE
ET
2
O
F 3
FO
R C
ON
TIN
UA
TIO
N
/ /01 26 05 05 DW BT CU
CANAL PLAN
EAST CHALLOW BRIDGE
CANAL LONG SECTION
SCALE 1:100 @ A0
SCALE 1:100 @ A0
SCALE 1:100 @ A0
SCALE 1:100 @ A0
SCALE 1:2000 @ A0
SCALE - H = 1:2000, V = 1:400 @ A0
SCALE - H = 1:4000, V = 1:800 @ A2
/ /02 01 11 05 CB BT CU
T
O
K
I
N
G
S
L
I
F
T
B
R
I
D
G
E
FOR DETAILS OF EAST CHALLOW
BRIDGE PINCH POINT.
SEE DRAWING 005
SCALE 1:100 @ A0
E
E
SECTION E-E
(NOTE: NO CHANGE TO ROAD LEVELS)
SCALE 1:100 @ A0
/ /03 02 05 13 BA DS BT
Assumed historic water level
Glanville Survey
Proposed canal water level
Long Section Key:
WINDING HOLE
SECTION F-F
BASCULE BRIDGE
SCALE 1:100 @ A0
F
F
Existing Ground from Glanville Cross
Section Survey dated 10/05/13
/ /04 02 08 13 BA DS BT
NEW EAST CHALLOW
SUMP LOCK
/ /05 09 01 14 BA DS BT
WINDING HOLE
82.16mOD
81.25mOD
86.30mOD
2200
2000 1500 52504570
171002000
42600
1
VARIES
81.86mOD
MIXED USE CYCLEPATH & FOOTPATH
TO/FROM DOWNSVIEW ROAD
DDA COMPLIANT RAMP / CYCLEPATH
ALONGSIDE LOCK STAIRCASE
LOCK STAIRCASE
R.C. RETAINING WALL
2200
81.86mOD
85.25mOD
REINFORCED CONCRETE
BOX UNDERPASS
ROOM FOR UTILITY DIVERSIONS TO
BE ACCESSIBLE UNDER TOWPATH
R.C. FOOTING
79.72mOD
78.62mOD
80.12mOD
DRAINAGE TO BE PROVIDED AT
ENTRANCES TO CULVERT TO INTERCEPT
RAINWATER AND AVOID POOLING.
78.12mOD
82.42mOD
EXISTING
ROAD LEVEL
76
0
2000
Towpath
6700
PILES
DEPTH TBC
23
00
15
00
27
00
T.B.C
REINFORCED CONCRETE
BOX UNDERPASS
PILES
ROOM FOR UTILITY
DIVERSIONS TO BE
ACCESSIBLE UNDER
TOWPATH
R.C. FOOTING
80.42mOD
78.62mOD
80.12mOD
PAVING
DEPTH
78.12mOD
83.12mOD
13
70
84.49OD
6700
2000
30
00
27
00
1000
EXTRA METRE WIDTH
TO PROVIDE SIGHT
LINES FOR CYCLISTS
B.L 82.30mOD
3000 6700
TOWPATH LEVEL BED
3000
C OF GLANVILLE
SURVEY
L
EXISTING GROUND LEVEL
WIDTH OF CANAL BELT SET ASIDE IN STOCKHAM FARM PLANNING APPLICATION
EXISTING HEDGEROW
1
3
1
3
SLOPE DEPENDANT ON
GROUND CONDITIONS
SLOPE DEPENDANT ON
GROUND CONDITIONS
86.34mOD
87.50mOD
POSSIBLE OUTLINE
STOCKHAM BRIDGE STRUCTURE
W.L 83.80mOD
84.10mOD
ED
GE
O
F C
AN
AL B
ELT
ED
GE
O
F C
AN
AL
B
ELT
1001.924
83.650
1051.924
83.660
1101.924
83.750
1151.924
83.690
1201.924
83.640
1251.924
83.630
1300.000
83.680
2180.486
81.250
2230.486
81.290
2279.753
81.180
2316.295
81.050
83.80
SE
CT
IO
N H
-H
CH
AIN
AG
E 1
+4
10
.0
00
MA
BLY
W
AY
(N
EW
L
OC
K)
CH
AIN
AG
E 1+
64
0.00
0
SE
CT
IO
N I-I
CH
AIN
AG
E 1+
69
0.00
0
SE
CT
IO
N J-J D
OW
NS
VIE
W R
OA
D
CH
AIN
AG
E 1+
76
0.00
0
SE
CT
IO
N L
-L
D
EN
CH
WO
RT
H R
OA
D
CH
AIN
AG
E 1+
86
0.00
0
79.92
83.80
80.94
1100.000
1400.000
83.800
1500.000
83.800
1600.000
87.850
1630.000
87.500
1700.000
86.000
1750.000
84.490
1880.000
1900.000
2000.000
2100.000
81.630
2130.000
81.320
CANAL DEVIATION FROM HISTORICAL ROUTE
LEVELS TAKEN FROM DANDARA SURVEY
CANAL DEVIATION FROM HISTORICAL ROUTE
LEVELS TAKEN FROM GLANVILLE SURVEY 2013
2090.000
2080.000
2060.000
2020.000
81.570
81.830
81.650
81.760
81.920
1920.000
1940.000
1960.000
82.080
82.350
82.670
72.740
83.300
83.550
84.060
84.500
1760.000
1800.000
1860.000
83.820
1820.000
GLANVILLE CROSS SECTION
SURVEY LEVELS
SE
CT
IO
N K
-K
CH
AIN
AG
E 1
+8
10
.0
00
LEVELS TAKEN FROM DANDARA SURVEY
81.86
100067003000
W.L 80.12mOD
B.L 78.62mOD
PUDDLING CLAY
500mm THICK
RC BEAM
CANTILEVER SHEET
PILE WALL
LEVEL BED
1
3
1
3
8400 APPROX3500 APPROX
LAND TAKE REQUIRED
(VARIES)
(TBC)
(TBC)
(VARIES)
(VARIES)
TOWPATH
80.72mOD
EXISTING GROUND LEVEL
83.82mOD
RC BEAM
CANTILEVER SHEET
PILE WALL
ED
GE
O
F G
RO
VE
P
AR
K
PR
OP
ER
TIE
S L
TD
L
AN
D
SUBJECT TO NEGOTIATIONS
WITH WILLIAM WASBROUGH,
VETICAL RETAINING WALL
MAY BE REQUIRED.
RETAINING WALL
81.02mOD
Job No
Drawing Status
Plot ID
Scale at A0
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
A0 A
1
© Arup
B C D E F G H I J K L M N O P Q R S T U
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
13 Fitzroy Street
London W1T 4BQ
Tel +44 (0)20 7636 1531 Fax +44 (0)20 7580 3924
www.arup.com
003 05226259
As Shown
Outline Proposal
Proposed Canal Plan Long Section
and Sections
Sheet 2 of 3
Wilts and Berks Canal
Grove and Wantage Section
Wilts and Berks Canal Trust
F2F6B133-A820-465B-847B-F600B5B921F2
J:\226000\226259-00 W
ilts and B
erks C
anal\11_ILG
_D
raw
ings\02_D
raw
ings\003.dw
g 6 Jan 2014 10:14:22 brian.anderson
H
H
I
I
J
J
L
L
TO BE REPLACED WITH A BRIDGE
POSSIBLE FOOTBRIDGE
NEW MABLY WAY
LOCK STAIRCASE
DENCHWORTH ROAD
CROSSING
MABLY WAY ROUNDABOUT
SECTION H-H
SCALE 1:100 @ A0
SECTION I-I
MABLY WAY LOCK STAIRCASE
SCALE 1:100 @ A0
SECTION J-J
DOWNSVIEW ROAD
SCALE 1:100 @ A0
SECTION K-K
SCALE 1:100 @ A0
SE
E S
HE
ET
1 O
F 3
FO
R C
ON
TIN
UA
TIO
N
SE
E S
HE
ET
1 O
F 3
FO
R C
ON
TIN
UA
TIO
N
SE
E S
HE
ET
3 O
F 3
FO
R C
ON
TIN
UA
TIO
N
SE
E S
HE
ET
3
O
F 3
FO
R C
ON
TIN
UA
TIO
N
DOWNSVIEW ROAD CROSSING
/ /01 26 05 05 DW BT CU
GROUND LEVEL
CHAINAGE
69.00 A.O.D.
CANAL PLAN
MABLY WAY ROUNDABOUT
CANAL LONG SECTION
SCALE 1:2000 @ A0
SCALE - H = 1:2000, V = 1:400 @ A0
SCALE - H = 1:4000, V = 1:800 @ A2
/ /02 01 11 05 WM BT CU
FOR DETAILS OF MABLY WAY ROUNDABOUT
PINCH POINT SEE DRAWING 006.
Notes:
1. Survey is based on National Grid. Using OSTN02
transformation of GPS derived co-ordinates.
2. Historic water levels taken from existing invert
level at King's Lift bridge, and calculated using lock
falls from Scott Wilson Report.
3. Existing ground levels & chainages are from
Glanville survey. Dwgs. 100 - 107 Dated. Nov 2004.
4. Dimensions are in mm and heights in metres
relative to Ordnance Datum.
5. Typical section dimensions as taken from Scott
Wilson feasibility study Jan 1998.
6. Chainages are measured along the proposed
canal route. Glanville survey changes have been
modified to suit.
/ /01 26 05 05 DW BT CU
Key:
Key:
Glanville Survey
Proposed towpath centreline
Existing canal water filled sections
Proposed canal in water
Assumed historic water level
Glanville Survey
Proposed canal water level
Long Section Key:
/ /03 02 05 13 BA DS BT
BASCULE BRIDGE ACROSS
CANAL
SECTION L-L
SCALE 1:100 @ A0
DENCHWORTH ROAD
K
K
/ /04 02 08 13 BA DS BT
AIRPLANE SCULPTURE
POSSIBLY RELOCATED
POSSIBLE NEW FOOTBRIDGE
POSSIBLE MOORING AREA
THICK LINES INDICATE
VERTICAL RETAINING WALLS
THIN LINES INDICATE EXTENT
OF 1:3 SLOPE, WHERE NO
RETAINING WALL REQUIRED
/ /05 ?? 01 14 BA DS BT
TEMPORARY WANTAGE
VISITOR MOORINGS
CYCLE PATH RAMPS UP TO
STOCKHAM BRIDGE
OVERFLOW WEIR
WINDING HOLE
E
nd of A
rup S
cope
(C
h. +
3100.000)
Job No
Drawing Status
Plot ID
Scale at A0
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
A0 A
1
© Arup
B C D E F G H I J K L M N O P Q R S T U
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
13 Fitzroy Street
London W1T 4BQ
Tel +44 (0)20 7636 1531 Fax +44 (0)20 7580 3924
www.arup.com
004 05226259
As Shown
Outline Proposal
Proposed Canal Plan Long Section
and Sections
Sheet 3 of 3
Wilts and Berks Canal
Grove and Wantage Section
Wilts and Berks Canal Trust
2E613126-436C-4D7C-9AF8-B1963DB6127B
J:\226000\226259-00 W
ilts and B
erks C
anal\11_ILG
_D
raw
ings\02_D
raw
ings\004.dw
g 9 Jan 2014 13:32:22 david.sapin
SCALE 1:100 @ A0
SECTION P-P
SECTION Q-Q
SCALE 1:100 @ A0
P
P
Q
Q
A
3
3
9
MOORING AREA
A
3
3
9
S
S
MOORING AREA
ACCESS BRIDGE (NOT
DETAILED HERE)
T
T
T
In
d
ic
a
tiv
e
T
In
d
ic
a
tiv
e
CRABHILL LIFT BRIDGE
(NOT DETAILED HERE)
T
O
S
P
IR
IT
L
O
C
K
SCALE 1:100 @ A0
SECTION S-S
SECTION T-T
SCALE 1:100 @ A0
SE
E S
HE
ET
2 O
F 3
FO
R C
ON
TIN
UA
TIO
N
SE
E S
HE
ET
2 O
F 3
FO
R C
ON
TIN
UA
TIO
N
GROUND LEVEL
CHAINAGE
69.00 A.O.D.
/ /01 26 05 05 DW BT CU
CANAL PLAN
GROVE BRIDGE
CANAL LONG SECTION
SCALE 1:2000 @ A0
SCALE - H = 1:2000, V = 1:400 @ A0
SCALE - H = 1:4000, V = 1:800 @ A2
SECTION M-M
SCALE 1:100 @ A0
/ /02 01 11 05 CB BT CU
TOWPATH
M
M
FOR DETAILS OF GROVE BRIDGE
PINCH POINT SEE DRAWING 007.
SECTION O-O
Notes:
1. Survey is based on National Grid. Using OSTN02
transformation of GPS derived co-ordinates.
2. Historic water levels taken from existing invert
level at King's Lift bridge, and calculated using lock
falls from Scott Wilson Report.
3. Existing ground levels & chainages are from
Glanville survey. Dwgs. 100 - 107 Dated. Nov 2004.
4. Dimensions are in mm and heights are in metres
relative to Ordnance Datum.
5. Typical section dimensions as taken from Scott
Wilson feasibility study Jan 1998.
6. Chainages are measured along the proposed
canal route. Glanville survey changes have been
modified to suit.
LINE OF FWS
TRUNK
NEW LIME KILN LOCK
(FALL 1.52M)
SCALE 1:100 @ A0
/ /03 02 05 13 BA DS BT
Key:
Glanville Survey
Proposed towpath centreline
Existing canal water filled sections
Proposed canal in water
Assumed historic water level
Glanville Survey
Proposed canal water level
Long Section Key:
POSSIBILE BRANCH TO
NEW GROVE/WANTAGE WHARF
WINDING HOLE
PROPOSED LETCOMBE
BROOK AQUEDUCT
SECTION N-N
SCALE 1:100 @ A0
SECTION R-R
SCALE 1:100 @ A0
R
R
N
N
O
O
Existing Ground from Glanville Cross
Section Survey dated 10/05/13
/ /04 02 08 13 BA DS BT
/ /05 09 01 14 BA DS BT
WINDING HOLE
1500
2500
1822
2200
2200
Key:
Proposed towpath
centreline
Existing canal water filled
sections
Proposed canal in water
Job No
Drawing Status
Plot ID
Scale at A3
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
A3 A
1
© Arup
B C D E F G
2
3
4
5
6
www.arup.com
Tel +44 (0)20 7636 1531 Fax +44 (0)20 7580 3924
London W1T 4BQ
13 Fitzroy Street
005 04226259
1:2000 1:500
OUTLINE PROPOSAL
Detail of Pinch Point 1
East Challow Crossing
Wilts & Berks Canal
Grove & Wantage Section
Wilts & Berks Canal Trust
17088C07-1484-4FE4-812E-27CBD2A8CFE5
J:\226000\226259-00 W
ilts and B
erks C
anal\11_ILG
_D
raw
ings\02_D
raw
ings\005.dw
g 9 Jan 2014 13:34:19 david.sapin
/ /01 01 11 05 CB BT CU
Notes:
1. For sections see drawing 002.
Traffic lights
Waiting area
E
E
D
D
C
C
B
B
Access to Canal House
housing group via bascule
bridge and Canal Way.
/ /02 02 05 13 BA DS BT
1:16 ramp starting at this point
for towpath to go over canal.
2.0m long landings every 6m.
Dangerous crossing point for pedestrians
(poor sight lines). Suggest pedestrians
cross in front of bridge house.No land take on north side of canal
Traffic lights
Towpath 3.0m wide
1:15 ramp down from A417 to footpath.
1.5m landings every 5m.
Winding hole
F
F
Proposed new access
road to Canal House
housing group
Detail 1
Drop lock detail Scale 1:500
No land take on north side of canal
Lock keeper's walkway
Protective booms
Protective booms
See Detail 1
/ /03 02 08 13 BA DS BT
Nalder Estate
Proposed Development
Towpath continues out of Nalder Estate
Swing bridge incorporated in lock gates
Shared use 2.0m wide
Nalder Estate footpath/
cyclepath/ towpath
Small grass embankment
Canal edge follows Nalder Estate boundary.
Wall/fence to be removed to provide canal
access to Nalder Estate residents.
WBCT Depot Site
Winding hole
Office and pump house
/ /04 09 01 14 BA DS BT
Denchworth Road crossing
Downsview Road crossing
+80.22mOD
+82.63mOD
+80.22mOD
1:15 slope with one landing 2.0m long
(not wheelchair accessible)
1:20 slope with 2.0m long
landings every 10m
1:20 slope with 2.0m long
landings every 10m
DDA compliant ramp
alongside lock staircase.
1:20 slope with 2.0m
long landings every 10m
1:20 slope with 2m long
landings every 9m
+80.22mOD
+85.50mOD
+85.50mOD
+83.25mOD
+84.10mOD
+84.10mOD
+84.49mOD
Mably Way new lock
+83.18mOD
I
I
J
J
K
K
L
L
+82.16mOD
+80.42mOD
Vertical retaining wall or slope extended
subject to planning approval.
Vertical retaining wall
MABLY WAY ROUNDABOUT
Existing airplane structure, solid line, possibly
relocated to location shown by dashed lines
Barriers required at end of
ramp to slow down cyclists
Waiting area prior to lock
Waiting area prior to lock
Overflow weir
Sheet piling
Key:
Proposed towpath
centreline
Proposed canal in water
Job No
Drawing Status
Plot ID
Scale at A3
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
A3 A
1
© Arup
B C D E F G
2
3
4
5
6
www.arup.com
Tel +44 (0)20 7636 1531 Fax +44 (0)20 7580 3924
London W1T 4BQ
13 Fitzroy Street
006 04226259
1:1000
OUTLINE PROPOSAL
Detail of Pinch Point 2
Mably Way Roundabout
Wilts & Berks Canal
Grove & Wantage Section
Wilts & Berks Canal Trust
83825F9D-1F04-46B4-B6B7-58917D59ABCF
J:\226000\226259-00 W
ilts and B
erks C
anal\11_ILG
_D
raw
ings\02_D
raw
ings\006.dw
g 9 Jan 2014 13:42:04 david.sapin
/ /01 01 11 05 CB BT CU
Notes:
1. For sections see drawing 003.
/ /02 02 05 13 BA DS BT
Access Ramps for Cycle
and Pedestrian Access
/ /03 02 08 13 BA DS BT
/ /04 09 01 14 BA DS BT
FOUL WATER SEWER
(APPROXIMATE POSITION OFF PAGE)
Key:
Proposed towpath
centreline
Canal water filled
sections
Proposed canal in water
Job No
Drawing Status
Plot ID
Scale at A3
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
A3 A
1
© Arup
B C D E F G
2
3
4
5
6
www.arup.com
Tel +44 (0)20 7636 1531 Fax +44 (0)20 7580 3924
London W1T 4BQ
13 Fitzroy Street
007 04226259
1:1000
OUTLINE PROPOSAL
Detail Pinch Point 3
Grove Road Crossing
Wilts & Berks Canal
Grove & Wantage Section
Wilts & Berks Canal Trust
1F132E0E-82A5-47E0-9C23-840F030784F3
J:\226000\226259-00 W
ilts and B
erks C
anal\11_ILG
_D
raw
ings\02_D
raw
ings\007.dw
g 9 Jan 2014 13:45:40 david.sapin
/ /01 31 10 05 CB BT CU
Notes:
1. For Sections, See Drawing 004
TOWPATH
GROVE BRIDGE
MOORING AREA
VERTICAL WALL
ALONG POND EDGE
TRAFFIC
LIGHTS
PEDESTRIAN
BRIDGE INCORPORATED
IN LOCK GATES
NEW LIME
KILN LOCK
SHALLOW RAMP DOWN TO LOCK
N
N
Q
Q
MOORING/WAITING AREA
/ /02 02 05 13 DS BT CU
AQUADUCT OVER LETCOMBE BROOK
1:20 slope with 2.0m long
landings every 10m
connecting to existing
2-way cyclepath
O
O
P
P
R
R
EXISTING CULVERT TO BE
REMOVED TO INCREASE FLOW
CAPACITY OF LETCOMBE BROOK
RAMP TO ACCESS ROAD
/ /03 02 08 13 BA DS CU
1:20 RAMP WITH 2.0M
LANDINGS EVERY 10m
/ /04 09 01 14 BA DS CU
EMERGENCY STOP PLANKS SLOTS IN
CASE OF BREACH OF EMBANKMENT
INTO LETCOOMBE BROOK
PEDESTRIAN
BASCULE BRIDGE
WINDING HOLE
Typical Lock Detail
Scale 1:200
23000 2000 200020002000
22
00
50
05
00
1
3
0
0
3
5
0
0
Head GatesTail Gates
RC lock walls
Sheet pile wall with RC capping beam
Sheet pile wall with RC capping beam
Water bypass pipework
Sluicing and control
mechanisms not shown
23
00
0
12000 51000
(could be reduced)
12000
11
00
0
36
00
38
00
36
00
50
0
2000
2
0
0
0
Fenders in corner Fenders in corner
Typical Winding Hole Detail
Scale 1:500
Natural side slope channel
Vertical sheet pile wall
with RC capping beam
Key:
Job No
Drawing Status
Plot ID
Scale at A3
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
A3 A
1
© Arup
B C D E F G
2
3
4
5
6
www.arup.com
Tel +44 (0)20 7636 1531 Fax +44 (0)20 7580 3924
London W1T 4BQ
13 Fitzroy Street
008 02226259
As shown
OUTLINE PROPOSAL
Locks, Winding Holes
and Pedestrian Swing Bridge
Wilts & Berks Canal
Grove & Wantage Section
Wilts & Berks Canal Trust
574E0706-6B0B-4ACD-9398-A9AE69BF0744
J:\226000\226259-00 W
ilts and B
erks C
anal\11_ILG
_D
raw
ings\02_D
raw
ings\008.dw
g 1 A
ug 2013 18:56:19 D
avid.S
apin
/ /01 02 05 13 BA DS BT
/ /02 02 08 13 BA DS BT
GROUND LEVEL
CHAINAGE
0.0
00
83
.3
30
23
5.0
00
85
.2
20
Pinch Point 1:
East Challow Bridge A417
17
50
.0
00
84
.4
90
24
20
.0
00
24
70
.0
00
18
80
.0
00
83
.1
80
26
20
.0
00
81
.2
70
Pinch Point 3:
Grove Road A338
Pinch Point 2:
Denchworth Road Crossing
Downsview Road Crossing
Existing Letcombe Brook Culvert
+77.31mOD Top of Pipe
Foul Water Trunk Sewer (700mmØ)
+77.31mOD Top of Pipe
Existing ground level up to +88mOD
Assumed historic water level
Ground Level from Glanville Survey
Proposed canal water level
Possible lock up after East Challow
Long Section Key:
+82.02 mOD
+80.12 mOD
+78.20 mOD
+75.30 mOD
+72.40 mOD
Mably Way Lock
(2 lock staircase)
3.88m total fall
New Lime Kiln Lock
1.85m fall
Grove Common Lock
2.77m fall
Smallmarsh Lock
2.90m fall
Possibility to keep canal in
deep cutting
New East Challow Lock
1.78m Fall
+80.94 mOD
Datum +69.00m OD
+78.07 mOD
+83.80 mOD
+85.22 mOD
+84.49 mOD
+83.18 mOD
+81.27 mOD
Variation to Vertical Alignment
Sumplock under A417
+83.80 mOD+83.80 mOD
Job No
Drawing Status
Plot ID
Scale at A3
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
A3 A
1
© Arup
B C D E F G
2
3
4
5
6
www.arup.com
Tel +44 (0)20 7636 1531 Fax +44 (0)20 7580 3924
London W1T 4BQ
13 Fitzroy Street
009 05226259
Hor 1:20 ; Ver 1:200
OUTLINE PROPOSAL
Summary Long Section
through Canal Water Levels
Wilts & Berks Canal
Grove & Wantage Section
Wilts & Berks Canal Trust
89478549-45A4-47EF-A019-E9EE5297CA69
J:\226000\226259-00 W
ilts and B
erks C
anal\11_ILG
_D
raw
ings\02_D
raw
ings\009.dw
g 3 Jan 2014 14:53:46 brian.anderson
/ /01 17 04 13 BA DS BT
/ /02 02 05 13 BA DS BT
+83.18
Vertical Level Control
Structures
KEY
/ /03 02 07 13 BA DS BT
/ /04 02 08 13 BA DS BT
/ /05 ?? 01 14 BA DS BT
