21/21268/2342 MR190 - Alfords Point Road Upgrade (REF) Brushwood Drive to Georges River, Concept Design - Drainage
Appendix A
IFD Table
21/21268/2342 MR190 - Alfords Point Road Upgrade (REF) Brushwood Drive to Georges River, Concept Design - Drainage
DURATION 1 Year 2 years
5 years
10 years
20 years
50 years
100 years
5Mins 91.4 117 149 167 192 223 247
6Mins 85.7 110 140 157 180 210 232
10Mins 70.2 90.1 115 130 149 174 193
20Mins 51.2 66 85.1 96.2 111 130 144
30Mins 41.7 53.8 69.6 78.9 91.1 107 119
1Hr 28.4 36.7 47.7 54.2 62.7 73.9 82.4
2Hrs 18.8 24.3 31.6 35.9 41.5 48.9 54.6
3Hrs 14.7 19 24.6 27.9 32.3 38 42.4
6Hrs 9.59 12.4 16 18.1 20.9 24.5 27.3
12Hrs 6.27 8.09 10.4 11.8 13.6 16 17.8
24Hrs 4.09 5.29 6.85 7.76 8.97 10.5 11.7
48Hrs 2.6 3.37 4.41 5.02 5.83 6.87 7.68
72Hrs 1.94 2.52 3.31 3.77 4.38 5.18 5.79
21/21268/2342 MR190 - Alfords Point Road Upgrade (REF) Brushwood Drive to Georges River, Concept Design - Drainage
Appendix B
Aquaplaning Results
21/21268/2342 MR190 - Alfords Point Road Upgrade (REF) Brushwood Drive to Georges River, Concept Design - Drainage
Location (STN / Station/Carriageway L (m) S (%) dw (mm)
100 North 36 8 1.43
325 South 86 7 2.40
1000 North 55 1 4.85
1500 North 48 1.1 4.35
1625 South 48 1.5 3.73
1825 Both 38 2.5 2.50
Table Notes:
Txd assumed to be 0.4mm to allow for future surface wear.
All locations where superelevations switch (STN 325, 1000, 1500 and 1625) were assessed and are
acceptable.
Location where runoff sheets across both carriageways (STN 1825) was assessed and is
acceptable.
Typical road cross section (STN 100) assessed and is acceptable.
21/21268/2342 MR190 - Alfords Point Road Upgrade (REF) Brushwood Drive to Georges River, Concept Design - Drainage
Appendix C
Design Plans
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S ALFORDS POINT ROADSHEET 2
SHEET 3
SHEET 4 SHEET 5 SHEET 6 SHEET 7
ALFORDS POINT
FROM PADSTOWTO MENAI
FROM ILLAWONG
GEORGES RIVERSHEET 8
Height Datum: A.H.D.Co-ordinate System: MGA Zone 56
PRINTED DATEF3/505.1849
FILE No.SCALES
A3 Original This sheet may be prepared using colour and may be incomplete if copiedDateInitialsAmendment DescriptionNo.
SHEET No.
DS2012/000XXX
DRAWING
REGISTRATION NUMBEROF
09-Nov-12, 3:43 PM
Plot D
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09-N
ov-12
, 3:43
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No..
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DESIGNED
REVIEWEDDRAWN
21-21268-C001.dw
PREPARED BY Levels 2 & 3 GHD Tower24 Honeysuckle DriveNewcastle NSW 2300 AustraliaT 61 2 4979 9999 F 61 2 4979 9988E [email protected] www.ghd.com.au
ALFORDS POINT BRIDGE AND BRUSHWOOD DRIVE, ALFORDS POINTROAD UPGRADE BETWEEN THE SOUTHERN ABUTMENT OF
MR 190 ALFORDS POINT ROADSOUTHERLAND SHIRE COUNCIL AREA
ROADS & MARITIME SERVICES 0114
PLANSCALE 1:7500
SHEET LAYOUT PLAN
PRELIMINARY
E. DONATIR. COCKS
S S S|
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E(OH)
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S S S S S S S
0
20
40
60 70.546
TP
80
100
120
180160140
240220200 300280260 358.79
4 TP
340320
45
45
40
35
45
4540
35
30
30
FROM PADSTOW
TO MENAI
ROADØ600
Ø600Ø600
Ø1050
Ø375
Ø375Ø900
Ø900
Ø900Ø900 Ø900 Ø900 Ø600 Ø600 Ø600 Ø600 Ø600 Ø450
Ø450 Ø450 Ø375Ø375 Ø375 Ø375
Ø375Ø375
Ø375
Ø375
Ø600
Ø375Ø375
Ø375Ø375
Ø375Ø375
Ø375
Ø375Ø375
Ø375Ø375Ø375Ø375
Ø375
Ø450 Ø375
Ø375 Ø375
Ø450
Ø375Ø375
Ø375
Ø600
Ø375
CONSTRUCT NEW PIT ON KERB LINEAND CONNECT TO EXISTING PIT WITH
Ø375 STUB PIPE
CONSTRUCT NEW PIT ON KERB LINEAND CONNECT TO EXISTING PIT WITH
Ø375 STUB PIPE
CONSTRUCT NEW PIT ON KERB LINEAND CONNECT TO EXISTING PIT WITHØ375 STUB PIPE
ALLOW TO CAP OFF OR MAKEREDUNDANT EXISTING LINE
CONNECT PIT TO EXISTING DOWNSTREAMPIPE WITH Ø375 PIPE
CONNECT PIT TO EXISTINGDOWNSTREAM PIPE WITHØ375 PIPE
PROVIDE ROCK FILLEDMATTRESS PROTECTION
ADJUST EXISTING INLETTO NEW KERB LINE
REMOVE TEMPORARY COVERAND CONVERT PIT TO ABURIED JUNCTION PIT
REMOVE EXISTING INLET AND PROVIDENEW GRATED INLET AT NEW DESIGN
SURFACE FOR EXTERNAL CATCHMENT
REMOVE EXISTING INLET AND PROVIDENEW GRATED INLET AT NEW DESIGNSURFACE FOR EXTERNAL CATCHMENT
REMOVE EXISTING INLET AND PROVIDENEW TYPE F INLET AT KERB LINE
ALLOW TO CAP OFF OR MAKEREDUNDANT EXISTING LINE
ADJUST EXISTING PIT TONEW DESIGN SURFACE
AND PROVIDE A NEWTRAFFICABLE LID
POTENTIAL LOCATION FOR ROCKCHECK DAMS
EXISTING HUMCEPTOR GPT DEVICESPECIFICATION TO BE CONFIRMED
CONSTRUCT NEW PITOVER EXISTING PIPE
ALFORDS POINT
CONSTRUCT NEW PIT ON KERB LINEAND CONNECT TO NEW PIT WITHØ375 STUB PIPE
CONSTRUCT NEW PIT OVER EXISTING PIPE
CONSTRUCT NEW PIT OVER EXISTING PIPE
REINSTATE OPEN DRAIN AS PER EXISTING
PROPOSED BARRIER
LEGEND| | | | | | | | | | | |
S S
EXISTING TOP OF BANKEXISTING BOTTOM OF BANKEXISTING TRACKEXISTING CONTOUREXISTING SEWEREXISTING SWALEEXISTING TABLE DRAIN
EXISTING GUARD FENCEEXISTING TREE
LV LV
E(OH) E(OH)
EXISTING FENCEEXISTING MINOR TRANSMISSION LINEEXISTING MAJOR TRANSMISSION LINEWITH TRANSMISSION TOWER
EXISTING BUILDING
EXISTING
EXISTING STORMWATER PIPE,PIT AND HEADWALLEXISTING NPWS BOUNDARY
32
Ø525
PROPOSED PROPOSED STORMWATERPIPE, PIT AND HEADWALL, WITHOUTLET PROTECTIONDESIGN CONTOURPROPOSED OVERLAND DRAINAGE PATHPIPE SIZE AND PIPE FLOWPROPOSED OPEN DRAINPLAN
SCALE 1:1000
Height Datum: A.H.D.Co-ordinate System: MGA Zone 56
PRINTED DATEF3/505.1849
FILE No.SCALES
A3 Original This sheet may be prepared using colour and may be incomplete if copiedDateInitialsAmendment DescriptionNo.
SHEET No.
DS2012/000XXX
DRAWING
REGISTRATION NUMBEROF
09-Nov-12, 3:44 PM
Plot D
ate....
.......
09-N
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, 3:44
PMCa
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No..
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Sydn
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ADD\
Draw
ings\D
rawing
s from
Newc
astle
2012
1009
\21-2
1268
-C00
2.dwg
DESIGNED
REVIEWEDDRAWN
21-21268-C002.dw
PREPARED BY Levels 2 & 3 GHD Tower24 Honeysuckle DriveNewcastle NSW 2300 AustraliaT 61 2 4979 9999 F 61 2 4979 9988E [email protected] www.ghd.com.au
ALFORDS POINT BRIDGE AND BRUSHWOOD DRIVE, ALFORDS POINTROAD UPGRADE BETWEEN THE SOUTHERN ABUTMENT OF
MR 190 ALFORDS POINT ROADSOUTHERLAND SHIRE COUNCIL AREA
ROADS & MARITIME SERVICES 0214
0SCALE 1:1000 AT ORIGINAL SIZE
30m10 20
DRAINAGE 20% CONCEPT DESIGN
PRELIMINARY
E. DONATIR. COCKS
JOINS TO SHEET0#
375
375
375
600600 600 600
600
65
65
60
6055
55
50
50
65
65
65
60
6055
55
50
50
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S S S
CONVERT EXISTING PIT TO A BURIED JUNCTIONPIT AND CONNECT EXISTING PIPE TO PROPOSEDDOWNSTREAM PIT
ADJUST EXISTING PIT TO NEW KERBLINEAND PROVIDE A NEW TYPE F INLET
ALLOW TO CAP OFF OR MAKEREDUNDANT EXISTING LINE
ALLOW TO CAP OFF OR MAKEREDUNDANT EXISTING LINE
FROM PADSTOW
TO MENAI
TO MENAI
Ø375
Ø375
Ø600 Ø600
Ø450Ø450
375Ø Ø600Ø600
Ø600Ø600Ø600Ø600Ø600Ø600Ø600Ø600Ø600Ø600Ø600Ø600Ø600Ø600
Ø600
Ø375
Ø450
Ø375Ø375Ø375Ø375
Ø450
Ø375Ø375Ø375Ø375
Ø450
Ø375
Ø375Ø375
358.79
4 TP
360 420400380
480460440
535.03
4 TP
540520500 600580560
680660640620
720700
ALFORDS POINT ROAD
ALLOW TO CAP OFF OR MAKEREDUNDANT EXISTING LINE
PROVIDE CONNECTION FOR EXISTINGPIPE AT DOWNSTREAM PIT
LEGEND| | | | | | | | | | | |
S S
EXISTING TOP OF BANKEXISTING BOTTOM OF BANKEXISTING TRACKEXISTING CONTOUREXISTING SEWEREXISTING SWALEEXISTING TABLE DRAIN
EXISTING GUARD FENCEEXISTING TREE
LV LV
E(OH) E(OH)
EXISTING FENCEEXISTING MINOR TRANSMISSION LINEEXISTING MAJOR TRANSMISSION LINEWITH TRANSMISSION TOWER
EXISTING BUILDING
EXISTING
EXISTING STORMWATER PIPE,PIT AND HEADWALLEXISTING NPWS BOUNDARY
32
Ø525
PROPOSED PROPOSED STORMWATERPIPE, PIT AND HEADWALL, WITHOUTLET PROTECTIONDESIGN CONTOURPROPOSED OVERLAND DRAINAGE PAPIPE SIZE AND PIPE FLOWPROPOSED OPEN DRAIN
PLANSCALE 1:1000
Height Datum: A.H.D.Co-ordinate System: MGA Zone 56
PRINTED DATEF3/505.1849
FILE No.SCALES
A3 Original This sheet may be prepared using colour and may be incomplete if copiedDateInitialsAmendment DescriptionNo.
SHEET No.
DS2012/000XXX
DRAWING
REGISTRATION NUMBEROF
09-Nov-12, 3:44 PM
Plot D
ate....
.......
09-N
ov-12
, 3:44
PMCa
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No..
.....C
:\CAD
\Temp
\AcPu
blish
_404
8\21
-2126
8-C00
3.dwg
DESIGNED
REVIEWEDDRAWN
21-21268-C003.dw
PREPARED BY Levels 2 & 3 GHD Tower24 Honeysuckle DriveNewcastle NSW 2300 AustraliaT 61 2 4979 9999 F 61 2 4979 9988E [email protected] www.ghd.com.au
ALFORDS POINT BRIDGE AND BRUSHWOOD DRIVE, ALFORDS POINTROAD UPGRADE BETWEEN THE SOUTHERN ABUTMENT OF
MR 190 ALFORDS POINT ROADSOUTHERLAND SHIRE COUNCIL AREA
ROADS & MARITIME SERVICES 0314
0SCALE 1:1000 AT ORIGINAL SIZE
30m10 20
JOINS TO SHEET 02
JOINS TO SHEET 04
DRAINAGE 20% CONCEPT DESIGN
PRELIMINARY
E. DONATIR. COCKS
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | |375
70
65 65
65
70
65 65
65
DISCHARGE TO EXISTINGDRAINAGE CHANNEL
N
FROM PADSTOWTO MENAI
Ø375
Ø375 Ø375 Ø375 Ø375 Ø375
Ø600Ø375Ø375Ø375
Ø375Ø375Ø375Ø375Ø375
Ø450
Ø450Ø450Ø450Ø450Ø450Ø600
Ø600Ø600
Ø600
Ø375Ø375Ø375
Ø375
Ø375
Ø375Ø375Ø375Ø375
Ø450 Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø525Ø525Ø600Ø600Ø600Ø600Ø600Ø600Ø375Ø375
Ø375Ø375Ø375Ø375Ø375
Ø450
Ø375Ø375Ø375Ø375Ø375
Ø450
Ø375
ALFORDS POINT ROADPOTENTIAL LOCATION FORCONSTRUCTION/OPERATIONALWATER QUALITY BASIN ALLOW TO CAP OFF OR MAKE
REDUNDANT EXISTING LINE
ELECTRICALTRANSMISSIONTOWERS
740
720
700
820800780760
927.25
7 TP
960940920900880860840 1040
1020
1000
980 1080
1060
PROPOSED BREAKDOWN BAY
32
Ø525
PROPOSED PROPOSED STORMWATERPIPE, PIT AND HEADWALL, WITHOUTLET PROTECTIONDESIGN CONTOURPROPOSED OVERLAND DRAINAGE PAPIPE SIZE AND PIPE FLOWPROPOSED OPEN DRAIN
LEGEND| | | | | | | | | | | |
S S
EXISTING TOP OF BANKEXISTING BOTTOM OF BANKEXISTING TRACKEXISTING CONTOUREXISTING SEWEREXISTING SWALEEXISTING TABLE DRAIN
EXISTING GUARD FENCEEXISTING TREE
LV LV
E(OH) E(OH)
EXISTING FENCEEXISTING MINOR TRANSMISSION LINEEXISTING MAJOR TRANSMISSION LINEWITH TRANSMISSION TOWER
EXISTING BUILDING
EXISTING
EXISTING STORMWATER PIPE,PIT AND HEADWALLEXISTING NPWS BOUNDARY
Height Datum: A.H.D.Co-ordinate System: MGA Zone 56
PRINTED DATEF3/505.1849
FILE No.SCALES
A3 Original This sheet may be prepared using colour and may be incomplete if copiedDateInitialsAmendment DescriptionNo.
SHEET No.
DS2012/000XXX
DRAWING
REGISTRATION NUMBEROF
09-Nov-12, 3:44 PM
Plot D
ate....
.......
09-N
ov-12
, 3:44
PMCa
d File
No..
.....\\
ghdn
et\gh
d\AU\
Sydn
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ojects
\21\21
268\C
ADD\
Draw
ings\D
rawing
sfro
m Ne
wcas
tle 20
1210
09\2
1-212
68-C
004.d
wg
DESIGNED
REVIEWEDDRAWN
21-21268-C004.dw
PREPARED BY Levels 2 & 3 GHD Tower24 Honeysuckle DriveNewcastle NSW 2300 AustraliaT 61 2 4979 9999 F 61 2 4979 9988E [email protected] www.ghd.com.au
ALFORDS POINT BRIDGE AND BRUSHWOOD DRIVE, ALFORDS POINTROAD UPGRADE BETWEEN THE SOUTHERN ABUTMENT OF
MR 190 ALFORDS POINT ROADSOUTHERLAND SHIRE COUNCIL AREA
ROADS & MARITIME SERVICES 0414
PLANSCALE 1:1000
0SCALE 1:1000 AT ORIGINAL SIZE
30m10 20
DRAINAGE 20% CONCEPT DESIGN
PRELIMINARY
E. DONATIR. COCKS
JOINS TO SHEET 03
JOINS TO SHEET 05
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450x300
450x30
095
90 90
90
85
85
80
8075
75
70
70
95
90
90
90
85
85
80
8075
75
70
70
70
ALFORDS POINT ROAD
FROM PADSTOW
TO MENAI
Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375 Ø375
Ø450
Ø600
Ø450Ø450Ø450
Ø375Ø375Ø375
Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø450
Ø450Ø375Ø375Ø375Ø375
EXISTING CULVERT TO BEREMOVED AND REPLACEDEXISTING PIT AND DOWNSTREAM
PIPE TO BE EXHUMED
1140
1120
1100
1080 120
7.956
TP
1240
1220
1200
1180
1160
1324.9
19 TP
1360
1340
1320
1300
1280
1260
1440
1420
1400
1380
VEGETATED SWALE
32
Ø525
PROPOSED PROPOSED STORMWATERPIPE, PIT AND HEADWALL, WITHOUTLET PROTECTIONDESIGN CONTOURPROPOSED OVERLAND DRAINAGE PAPIPE SIZE AND PIPE FLOWPROPOSED OPEN DRAIN
LEGEND| | | | | | | | | | | |
S S
EXISTING TOP OF BANKEXISTING BOTTOM OF BANKEXISTING TRACKEXISTING CONTOUREXISTING SEWEREXISTING SWALEEXISTING TABLE DRAIN
EXISTING GUARD FENCEEXISTING TREE
LV LV
E(OH) E(OH)
EXISTING FENCEEXISTING MINOR TRANSMISSION LINEEXISTING MAJOR TRANSMISSION LINEWITH TRANSMISSION TOWEREXISTING BUILDING
EXISTING
EXISTING STORMWATER PIPE,PIT AND HEADWALLEXISTING NPWS BOUNDARY
Height Datum: A.H.D.Co-ordinate System: MGA Zone 56
PRINTED DATEF3/505.1849
FILE No.SCALES
A3 Original This sheet may be prepared using colour and may be incomplete if copiedDateInitialsAmendment DescriptionNo.
SHEET No.
DS2012/000XXX
DRAWING
REGISTRATION NUMBEROF
09-Nov-12, 3:44 PM
Plot D
ate....
.......
09-N
ov-12
, 3:44
PMCa
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No..
.....\\
ghdn
et\gh
d\AU\
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ojects
\21\21
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Draw
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sfro
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tle 20
1210
09\2
1-212
68-C
005.d
wg
DESIGNED
REVIEWEDDRAWN
21-21268-C005.dw
PREPARED BY Levels 2 & 3 GHD Tower24 Honeysuckle DriveNewcastle NSW 2300 AustraliaT 61 2 4979 9999 F 61 2 4979 9988E [email protected] www.ghd.com.au
ALFORDS POINT BRIDGE AND BRUSHWOOD DRIVE, ALFORDS POINTROAD UPGRADE BETWEEN THE SOUTHERN ABUTMENT OF
MR 190 ALFORDS POINT ROADSOUTHERLAND SHIRE COUNCIL AREA
ROADS & MARITIME SERVICES 0514
PLANSCALE 1:1000
0SCALE 1:1000 AT ORIGINAL SIZE
30m10 20
JOINS TO SHEET 04
JOINS TO SHEET 06
DRAINAGE 20% CONCEPT DESIGN
PRELIMINARY
E. DONATIR. COCKS
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95
95
95
95 95
9090
9595
95
95
95
9090Ø1
050
ALFORDS POINT ROAD
SOUTHERLAND SHIRE COUNCILØ375 PIPE HEADWALL
ADJUST INLET PIT TO SUITNEW SURFACE LEVEL
FROM PADSTOW
TO MENAI
1460
1540
1520
1500
1480
1640
1620
1600
1580
1560
1657.5
40 TP
1680
1660
1780176
01740172
0
1700
1800
Ø600
Ø375 Ø375 Ø375 Ø375
Ø375 Ø375
Ø375
Ø375
Ø450
Ø375Ø375Ø375Ø375Ø375Ø375
Ø375Ø375
Ø375Ø375Ø375Ø375Ø375Ø375Ø375Ø375Ø375Ø375Ø375Ø375Ø375Ø375
Ø375Ø375Ø375
Ø375Ø375Ø375
Ø600
PROVIDE ROCK FILLED MATTRESSPROTECTION AT OUTLETREINSTATE VEGETATED SWALE
AT TOE OF BATTER
REINSTATE VEGETATED SWALEAT TOE OF BATTER
EXISTING Ø600 PIPE TO BE EXTENDED
32
Ø525
PROPOSED PROPOSED STORMWATERPIPE, PIT AND HEADWALL, WITHOUTLET PROTECTIONDESIGN CONTOURPROPOSED OVERLAND DRAINAGE PAPIPE SIZE AND PIPE FLOWPROPOSED OPEN DRAIN
LEGEND| | | | | | | | | | | |
S S
EXISTING TOP OF BANKEXISTING BOTTOM OF BANKEXISTING TRACKEXISTING CONTOUREXISTING SEWEREXISTING SWALEEXISTING TABLE DRAIN
EXISTING GUARD FENCEEXISTING TREE
LV LV
E(OH) E(OH)
EXISTING FENCEEXISTING MINOR TRANSMISSION LINEEXISTING MAJOR TRANSMISSION LINEWITH TRANSMISSION TOWER
EXISTING BUILDING
EXISTING
EXISTING STORMWATER PIPE,PIT AND HEADWALLEXISTING NPWS BOUNDARY
Height Datum: A.H.D.Co-ordinate System: MGA Zone 56
PRINTED DATEF3/505.1849
FILE No.SCALES
A3 Original This sheet may be prepared using colour and may be incomplete if copiedDateInitialsAmendment DescriptionNo.
SHEET No.
DS2012/000XXX
DRAWING
REGISTRATION NUMBEROF
09-Nov-12, 3:44 PM
Plot D
ate....
.......
09-N
ov-12
, 3:44
PMCa
d File
No..
.....\\
ghdn
et\gh
d\AU\
Sydn
ey\Pr
ojects
\21\21
268\C
ADD\
Draw
ings\D
rawing
sfro
m Ne
wcas
tle 20
1210
09\2
1-212
68-C
006.d
wg
DESIGNED
REVIEWEDDRAWN
21-21268-C006.dw
PREPARED BY Levels 2 & 3 GHD Tower24 Honeysuckle DriveNewcastle NSW 2300 AustraliaT 61 2 4979 9999 F 61 2 4979 9988E [email protected] www.ghd.com.au
ALFORDS POINT BRIDGE AND BRUSHWOOD DRIVE, ALFORDS POINTROAD UPGRADE BETWEEN THE SOUTHERN ABUTMENT OF
MR 190 ALFORDS POINT ROADSOUTHERLAND SHIRE COUNCIL AREA
ROADS & MARITIME SERVICES 0614
PLANSCALE 1:1000
0SCALE 1:1000 AT ORIGINAL SIZE
30m10 20
JOINS TO SHEET 05
JOINS TO SHEET 07
DRAINAGE 20% CONCEPT DESIGN
PRELIMINARY
E. DONATIR. COCKS
95
95
95
95
95
95
90
90
95
95
95
95
95
95 90
90
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ALFORDSPOINT
ROAD
FOWLERROAD
OFF-RAMP
CONSTRUCT NEW PIT ON KERBLINETO CONNECT TO EXISTING PIPE
PROVIDE ROCK FILLEDMATTRESS PROTECTION PROVIDE ROCK FILLED
MATTRESS PROTECTION
CONSTRUCT PIT OVEREXISTING SW PIPE
FROM PADSTOW
TO MENAI
1822.4
28 TP
1840182
0
1860
1900188
0
1960194
01920
1980
2020
2000
2060
2040
2100
2080
Ø375 Ø375 Ø375 Ø375Ø375
Ø375
Ø375 Ø375 Ø375Ø375
Ø375
Ø450
Ø450
Ø375
Ø375
EXISTING PIPE TO BE RETAINED
EXISTING PIPE TO BE RETAINED
32
Ø525
PROPOSED PROPOSED STORMWATERPIPE, PIT AND HEADWALL, WITHOUTLET PROTECTIONDESIGN CONTOURPROPOSED OVERLAND DRAINAGE PAPIPE SIZE AND PIPE FLOWPROPOSED OPEN DRAIN
32
Ø525
PROPOSED PROPOSED STORMWATERPIPE, PIT AND HEADWALL, WITHOUTLET PROTECTIONDESIGN CONTOURPROPOSED OVERLAND DRAINAGE PAPIPE SIZE AND PIPE FLOWPROPOSED OPEN DRAIN
LEGEND| | | | | | | | | | | |
S S
EXISTING TOP OF BANKEXISTING BOTTOM OF BANKEXISTING TRACKEXISTING CONTOUREXISTING SEWEREXISTING SWALEEXISTING TABLE DRAIN
EXISTING GUARD FENCEEXISTING TREE
LV LV
E(OH) E(OH)
EXISTING FENCEEXISTING MINOR TRANSMISSION LINEEXISTING MAJOR TRANSMISSION LINEWITH TRANSMISSION TOWEREXISTING BUILDING
EXISTING
EXISTING STORMWATER PIPE,PIT AND HEADWALLEXISTING NPWS BOUNDARY
LEGEND| | | | | | | | | | | |
S S
EXISTING TOP OF BANKEXISTING BOTTOM OF BANKEXISTING TRACKEXISTING CONTOUREXISTING SEWEREXISTING SWALEEXISTING TABLE DRAIN
EXISTING GUARD FENCEEXISTING TREE
LV LV
E(OH) E(OH)
EXISTING FENCEEXISTING MINOR TRANSMISSION LINEEXISTING MAJOR TRANSMISSION LINEWITH TRANSMISSION TOWEREXISTING BUILDING
EXISTING
EXISTING STORMWATER PIPE,PIT AND HEADWALLEXISTING NPWS BOUNDARY
Height Datum: A.H.D.Co-ordinate System: MGA Zone 56
PRINTED DATEF3/505.1849
FILE No.SCALES
A3 Original This sheet may be prepared using colour and may be incomplete if copiedDateInitialsAmendment DescriptionNo.
SHEET No.
DS2012/000XXX
DRAWING
REGISTRATION NUMBEROF
09-Nov-12, 3:45 PM
Plot D
ate....
.......
09-N
ov-12
, 3:45
PMCa
d File
No..
.....\\
ghdn
et\gh
d\AU\
Sydn
ey\Pr
ojects
\21\21
268\C
ADD\
Draw
ings\D
rawing
sfro
m Ne
wcas
tle 20
1210
09\2
1-212
68-C
007.d
wg
DESIGNED
REVIEWEDDRAWN
21-21268-C007.dw
PREPARED BY Levels 2 & 3 GHD Tower24 Honeysuckle DriveNewcastle NSW 2300 AustraliaT 61 2 4979 9999 F 61 2 4979 9988E [email protected] www.ghd.com.au
ALFORDS POINT BRIDGE AND BRUSHWOOD DRIVE, ALFORDS POINTROAD UPGRADE BETWEEN THE SOUTHERN ABUTMENT OF
MR 190 ALFORDS POINT ROADSOUTHERLAND SHIRE COUNCIL AREA
ROADS & MARITIME SERVICES 0714
0SCALE 1:1000 AT ORIGINAL SIZE
30m10 20
JOINS TO SHEET 06
PLANSCALE1:1000
DRAINAGE 20% CONCEPT DESIGN
PRELIMINARY
E. DONATIR. COCKS
32
Ø525
PROPOSED PROPOSED STORMWATERPIPE, PIT AND HEADWALL, WITHOUTLET PROTECTIONDESIGN CONTOURPROPOSED OVERLAND DRAINAGE PAPIPE SIZE AND PIPE FLOWPROPOSED OPEN DRAIN
32
Ø525
PROPOSED PROPOSED STORMWATERPIPE, PIT AND HEADWALL, WITHOUTLET PROTECTIONDESIGN CONTOURPROPOSED OVERLAND DRAINAGE PAPIPE SIZE AND PIPE FLOWPROPOSED OPEN DRAIN
LEGEND| | | | | | | | | | | |
S S
EXISTING TOP OF BANKEXISTING BOTTOM OF BANKEXISTING TRACKEXISTING CONTOUREXISTING SEWEREXISTING SWALEEXISTING TABLE DRAIN
EXISTING GUARD FENCEEXISTING TREE
LV LV
E(OH) E(OH)
EXISTING FENCEEXISTING MINOR TRANSMISSION LINEEXISTING MAJOR TRANSMISSION LINEWITH TRANSMISSION TOWEREXISTING BUILDING
EXISTING
EXISTING STORMWATER PIPE,PIT AND HEADWALLEXISTING NPWS BOUNDARY
LEGEND| | | | | | | | | | | |
S S
EXISTING TOP OF BANKEXISTING BOTTOM OF BANKEXISTING TRACKEXISTING CONTOUREXISTING SEWEREXISTING SWALEEXISTING TABLE DRAIN
EXISTING GUARD FENCEEXISTING TREE
LV LV
E(OH) E(OH)
EXISTING FENCEEXISTING MINOR TRANSMISSION LINEEXISTING MAJOR TRANSMISSION LINEWITH TRANSMISSION TOWEREXISTING BUILDING
EXISTING
EXISTING STORMWATER PIPE,PIT AND HEADWALLEXISTING NPWS BOUNDARY
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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Ø450
Ø450
Ø450Ø450
Ø450
Ø375
Ø375
EXISTING STORMWATER PIPE SIZE AND LOCATION AREESTIMATES ONLY. TBC DURING DETAILED DESIGN
CONVERT EXISTING PIT TOBURIED JUNCTION PIT
CONVERT EXISTING PIT TOBURIED JUNCTION PIT
PROVIDE SO TURNOUT AT GUTTER LOWPOINT TO ALLOW RUNOFF TO DISCHARGETO EXISTING SWALE.
PROPOSED SO GUTTER
Height Datum: A.H.D.Co-ordinate System: MGA Zone 56
PRINTED DATEF3/505.1849
FILE No.SCALES
A3 Original This sheet may be prepared using colour and may be incomplete if copiedDateInitialsAmendment DescriptionNo.
SHEET No.
DS2012/000XXX
DRAWING
REGISTRATION NUMBEROF
09-Nov-12, 3:45 PM
Plot D
ate....
.......
09-N
ov-12
, 3:45
PMCa
d File
No..
.....\\
ghdn
et\gh
d\AU\
Sydn
ey\Pr
ojects
\21\21
268\C
ADD\
Draw
ings\D
rawing
sfro
m Ne
wcas
tle 20
1210
09\2
1-212
68-C
008.d
wg
DESIGNED
REVIEWEDDRAWN
21-21268-C008.dw
PREPARED BY Levels 2 & 3 GHD Tower24 Honeysuckle DriveNewcastle NSW 2300 AustraliaT 61 2 4979 9999 F 61 2 4979 9988E [email protected] www.ghd.com.au
ALFORDS POINT BRIDGE AND BRUSHWOOD DRIVE, ALFORDS POINTROAD UPGRADE BETWEEN THE SOUTHERN ABUTMENT OF
MR 190 ALFORDS POINT ROADSOUTHERLAND SHIRE COUNCIL AREA
ROADS & MARITIME SERVICES 0814
0SCALE 1:1000 AT ORIGINAL SIZE
30m10 20
PLANSCALE1:1000
DRAINAGE 20% CONCEPT DESIGN
PRELIMINARY
E. DONATIR. COCKS