SOUTH WALES MAINLINE RAILWAY (SWML) BARELAND STREET … · to be hcd f18 type 7. 4.wta 11a removed....
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A4810
B4245 NEW
POR
TR
OAD
BARELAND STREET
SOUTH W
ALES MAINLINE RAILW
AY (SWM
L)
SOUTH W
ALES MAINLINE RAILW
AY (SWM
L)
19200
19300
19400 19500
19600 19700 19800
19900
20000
20100
20200
20300
20400
20500
20600
20700 20800 20900
21000
21100
21200
21300
FOR
CONT
INUA
TIO
N SE
E DR
AWIN
G
M4C
aN-D
JV-H
DG-Z
G_G
EN-D
R-CD
-001
1
FOR
CO
NTI
NU
ATIO
N S
EE D
RAW
ING
M4C
aN-D
JV-H
DG
-ZG
_GEN
-DR
-CD
-001
3
HIGH POINT
OUTFALL 10 OUTFALL 11b
HIGH POINT
OUTFALL 10 OUTFALL 11b
SMN-1980 BARELAND STREETEAST SOUTH CULVERT
SMN-1970 BARELAND STREETEAST NORTH CULVERT
WTA 11b
REED BED 11b
WTA 10
REED BED 10
HIGH POINTSLIPROAD
OUTFALL 10
SMN-2010 SOUTH WALES MAINLINE CULVERT
SAFETY, HEALTH AND ENVIRONMENTALINFORMATION
In addition to the hazards/risks normally associated with the types of workdetailed on this drawing, note the following significant residual risks(Reference shall also be made to the design hazard log).ConstructionNo exceptional risks
Maintenance / CleaningNo exceptional risks
UseNo exceptional risks
Decommissioning / DemolitionNo exceptional risks
Date
Scale
Drawing Title
Project TitleDrawing Status
DO
NO
T SC
ALE
Date Date DateClient Original Size
Suitability
Milli
met
res
100
100
A1Drawing Number Revision
Location Type Role Number
Project Originator Volume
Designed / Drawn Checked Approved Authorised
Rev. Date Description By Chk'd App'd
Project Team
© Crown Copyright and database right 2015. OrdnanceSurvey 100021874. Welsh Government.© Hawlfraint a hawliau cronfa ddata'r Goron 2015. RhifTrwydded yr Arolwg Ordnans 100021874.
KEY PLANGENERAL NOTES:
1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.2. ONLY WRITTEN DIMENSIONS SHALL BE USED, DO NOT SCALE.3. FIN DRAINS NOT SHOWN FOR CLARITY. TO BE HCD F18 TYPE 7.4. WTA 11a REMOVED.
LEGEND:
CATCHPIT - HCD F11 / MANHOLE - HCD F4, F5, F6 & F7
INTAKE CHAMBER - HCD F22 & F24
PETROL INTERCEPTOR
CONCRETE HEADWALL
GRASS LINED DITCH IN BOX CULVERT
CARRIER PIPE - HCD F1
CONCRETE CHANNEL - HCD F21 & B3 & B7 & B12
CONCRETE CHANNEL - HCD F21 & B3 & B7 & B12WITH CARRIER PIPE - HCD F1 BELOW
GRASS LINED CHANNEL
COMBINED KERB DRAINAGE
EXISTING NRW SLUICE
PROPOSED NRW TILTING WEIR / PENSTOCK
POTENTIAL NRW ACCESS (IN ABEYANCE)
INDIRECT LOSS FIELD DITCHES
SITE OF SPECIAL SCIENTIFICINTEREST BOUNDARY
17800.000
17900.000
18000.000
18100.000
18200.000
18300.000
18400.000
18500.000
18600.000
18700.000
18800.000
18900.000
19000.000
19100.000
19200.000
19300.000
19400.000
19500.000
19600.000
19700.000
19800.000
19900.000
20000.000
20100.000
20200.000
20300.000
20400.000
20500.000
20600.000
20700.000
20800.000
20900.000
21000.000
21100.000
21200.000
21300.000
21400.000
21500.000
21600.000
21700.000
21800.000
21900.000
22000.000
22100.000
22200.000
22300.000
22400.000
22500.000
22600.000
22700.000
22800.000
22900.000
23000.000
23100.000
23200.000
23300.000 23400.000
23500.000
23600.000
23700.000
23800.000
23900.000
24000.000
3200.000
0
1020 30
40 50
60 70
80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230
010203040506070
8090100110120130140150160
170180190200210220
230240250260
0.000
100.000
200.000
300.000 400.000
500.000
600.000
700.000
800.000
900.000
100.0000
1100.000
1200.000
1300.000
1400.000
1500.000
1600.000
1700.000
1800.000
1900.000
200.0000
2100.000
2200.000
2300.000
2400.000
2500.000
2600.000
2700.000
2800.000
2900.000
3000.000
3100.000
0 10 20
30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170180
190
200
210
220
230
240
0
10
20
30
40
50
60
70
80
90
100
110
0
10
203040
50
60
70
80
90
100
110
120
130
140
0
1020
3040
5060
7080
90100
110120130
140150160170180
190200210
220230240
250260
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160170
180
190
200
210
220230
240
250
260
270
280290
300
310
320
330
0 10 20
30 40
50 60 7080
90
100
110
120
130
140
150
160
170
180
190
200 210 220 230 240 250 260 270 280 290
300
310
320
330
340
350
360
370
380
390
400
410420 430 440 450
0
10 20
30
40
50
60
70
8090100
110
120
130
140
150
160 170 180
0 10 20 30 40 50 60 70 80 90 100
110 120 130
0102030405060708090100
110120130140150160170180190200210220
0
10
2030
40
50
60
70
80
90100
110
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
0 10 20 30
40 50 60 70 80 90 100 110 120 130 140 150 160 170
180 190 200 210 220
0
10
20
30
40
50
60
70
8090
100
110
0
10
20
30
40 50 60 70
80 90 100
110 120 130
REPLACEMENT REEN
REPLACEMENT FIELD DITCH
HIGHWAY CUT OFF DITCH
FILTER DRAIN - HCD F2
EXISTING REEN
EXISTING REEN TO BE FILLED
EXISTING FIELD DITCH TO BE FILLED
EXISTING CULVERT TO BE RETAINED
PROPOSED CULVERT
COMBINED KERB DRAINAGE WITHCARRIER PIPE - HCD F1 BELOW
03
03
M4 CORRIDOR AROUND NEWPORT
FIGURE TSR2.5HIGHWAY DRAINAGE AND REEN MITIGATION
SHEET 12 OF 16
ISSUE 3
1:2500 DJW
16/03/17
WB
16/03/17
HR
16/03/17
GD
16/03/17
ISSUE 3 DJW HR GD16/03/17 SUPPLEMENTARY ISSUEM4CaN - DJV - HDG -
ZG_GEN - DR - CD - 0012
SUPPLEMENTARY ISSUE
FINAL ISSUE TO WG
ISSUE 2 DJW WBO HR26/08/16
ISSUE DJW TJD HR27/01/16

MAGOR
St BRIDES ROAD
B4245 NEWPORT
ROAD
M4
KNOLLBURY
LANE
J23 TO J23A TRUNK ROAD LINK
20500
20600
20700
20800
20900
21000
21100
21200
21300
21400
21500
21600
21700
21800
21900
22000
22100
22200
22300
22400
FOR CONTINUATION SEE DRAWING
M4CaN-DJV-HDG-ZG_GEN-DR-CD-0012
FOR
CO
NTIN
UATIO
N SEE D
RAW
ING
M4C
aN-D
JV-HD
G-ZG
_GEN
-DR
-CD
-0014
HIGH POINT
WTA 11b REED BED 11b
OUTFALL INTO MILL REEN
WTA 11cREED BED 11c
OUTFALL INTOMILL REEN
OUTFALL 11c
OUTFALL 12a
OUTFALL 11bOUTFALL 11c
OUTFALL PIPE FROM MAGORSERVICES TO BE REMOVEDAND INCORPORATED INTO
ADJACENT TOE DRAIN
EXISTING PONDTO BE FILLED IN
SMN-2088 WOODLAND HOUSE CULVERT
SMN-2125 ST. BRIDE'S ROAD CULVERT SOUTH
SMN-2123 ST. BRIDE'S ROAD CULVERT NORTH
LOCAL DIVERSIONOF MILL REEN
HIGHWAY DITCHES TOCONNECT TO EXISTINGDRAINAGE SYSTEM
HIGH POINT
SMN-2120 MAGORSERVICES CULVERT
SMN-2150 THE BEECHES CULVERT
SMN-2200 KNOLLBURYLANE NORTH CULVERT
SAFETY, HEALTH AND ENVIRONMENTALINFORMATION
In addition to the hazards/risks normally associated with the types of workdetailed on this drawing, note the following significant residual risks(Reference shall also be made to the design hazard log).ConstructionNo exceptional risks
Maintenance / CleaningNo exceptional risks
UseNo exceptional risks
Decommissioning / DemolitionNo exceptional risks
Date
Scale
Drawing Title
Project TitleDrawing Status
DO
NO
T SC
ALE
Date Date DateClient Original Size
Suitability
Milli
met
res
100
100
A1Drawing Number Revision
Location Type Role Number
Project Originator Volume
Designed / Drawn Checked Approved Authorised
Rev. Date Description By Chk'd App'd
Project Team
© Crown Copyright and database right 2015. OrdnanceSurvey 100021874. Welsh Government.© Hawlfraint a hawliau cronfa ddata'r Goron 2015. RhifTrwydded yr Arolwg Ordnans 100021874.
KEY PLANGENERAL NOTES:
1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.2. ONLY WRITTEN DIMENSIONS SHALL BE USED, DO NOT SCALE.3. FIN DRAINS NOT SHOWN FOR CLARITY. TO BE HCD F18 TYPE 7.
LEGEND:
CATCHPIT - HCD F11 / MANHOLE - HCD F4, F5, F6 & F7
INTAKE CHAMBER - HCD F22 & F24
PETROL INTERCEPTOR
CONCRETE HEADWALL
GRASS LINED DITCH IN BOX CULVERT
CARRIER PIPE - HCD F1
CONCRETE CHANNEL - HCD F21 & B3 & B7 & B12
CONCRETE CHANNEL - HCD F21 & B3 & B7 & B12WITH CARRIER PIPE - HCD F1 BELOW
GRASS LINED CHANNEL
COMBINED KERB DRAINAGE
EXISTING NRW SLUICE
PROPOSED NRW TILTING WEIR / PENSTOCK
POTENTIAL NRW ACCESS (IN ABEYANCE)
INDIRECT LOSS FIELD DITCHES
SITE OF SPECIAL SCIENTIFICINTEREST BOUNDARY
17800.000
17900.000
18000.000
18100.000
18200.000
18300.000
18400.000
18500.000
18600.000
18700.000
18800.000
18900.000
19000.000
19100.000
19200.000
19300.000
19400.000
19500.000
19600.000
19700.000
19800.000
19900.000
20000.000
20100.000
20200.000
20300.000
20400.000
20500.000
20600.000
20700.000
20800.000
20900.000
21000.000
21100.000
21200.000
21300.000
21400.000
21500.000
21600.000
21700.000
21800.000
21900.000
22000.000
22100.000
22200.000
22300.000
22400.000
22500.000
22600.000
22700.000
22800.000
22900.000
23000.000
23100.000
23200.000
23300.000 23400.000
23500.000
23600.000
23700.000
23800.000
23900.000
24000.000
3200.000
0
1020 30
40 50
60 70
80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230
010203040506070
8090100110120130140150160
170180190200210220
230240250260
0.000
100.000
200.000
300.000 400.000
500.000
600.000
700.000
800.000
900.000
100.0000
1100.000
1200.000
1300.000
1400.000
1500.000
1600.000
1700.000
1800.000
1900.000
200.0000
2100.000
2200.000
2300.000
2400.000
2500.000
2600.000
2700.000
2800.000
2900.000
3000.000
3100.000
0 10 20
30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170180
190
200
210
220
230
240
0
10
20
30
40
50
60
70
80
90
100
110
0
10
203040
50
60
70
80
90
100
110
120
130
140
0
1020
3040
5060
7080
90100
110120130
140150160170180
190200210
220230240
250260
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160170
180
190
200
210
220230
240
250
260
270
280290
300
310
320
330
0 10 20
30 40
50 60 7080
90
100
110
120
130
140
150
160
170
180
190
200 210 220 230 240 250 260 270 280 290
300
310
320
330
340
350
360
370
380
390
400
410420 430 440 450
0
10 20
30
40
50
60
70
8090100
110
120
130
140
150
160 170 180
0 10 20 30 40 50 60 70 80 90 100
110 120 130
0102030405060708090100
110120130140150160170180190200210220
0
10
2030
40
50
60
70
80
90100
110
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
0 10 20 30
40 50 60 70 80 90 100 110 120 130 140 150 160 170
180 190 200 210 220
0
10
20
30
40
50
60
70
8090
100
110
0
10
20
30
40 50 60 70
80 90 100
110 120 130
REPLACEMENT REEN
REPLACEMENT FIELD DITCH
HIGHWAY CUT OFF DITCH
FILTER DRAIN - HCD F2
EXISTING REEN
EXISTING REEN TO BE FILLED
EXISTING FIELD DITCH TO BE FILLED
EXISTING CULVERT TO BE RETAINED
PROPOSED CULVERT
COMBINED KERB DRAINAGE WITHCARRIER PIPE - HCD F1 BELOW
03
M4 CORRIDOR AROUND NEWPORT
FIGURE TSR2.5HIGHWAY DRAINAGE AND REEN MITIGATION
SHEET 13 OF 16
ISSUE 3
1:2500 DJW
16/03/17
WB
16/03/17
HR
16/03/17
GD
16/03/17
ISSUE 3 DJW HR GD16/03/17 SUPPLEMENTARY ISSUEM4CaN - DJV - HDG -
ZG_GEN - DR - CD - 0013
SUPPLEMENTARY ISSUE
FINAL ISSUE TO WG
ISSUE 2 DJW WBO HR26/08/16
ISSUE DJW TJD HR27/01/16