FLOW METERTO3004RD 2280
TBM 'C'RL. 80.76E 246860.79 mN 6034898.80 m
LARGE METER OUTLETTO3002RD 2099.3
FLOW METERTO3003RD 2111.2
MF
MF
SUBWAYST001112RD 1720.7
TORRUMBARRY CHANNEL 2/3CH000165
TBM 'A'RL. 81.31E 247773.17 mN 6034433.76 m
SUBWAYRD 1177.8
SUBWAYRD 1348
TBM 'B'RL. 81.14E 247753.98 mN 6034761.04 m
FLOW METERTO3001RD 1845
UNKNOWN BENCH MARKRL. 80.60E 247676.72 mN 6034759.24 m
OCCUPATION BRIDGEST001113RD 1927
1-
COHUNA
COHUNA - KONDROOK ROAD
MURRAY VALLEY HWY
RD 2302.6END OF OBR - BOTH SIDESFLUME GATE REG.TO36
RD 1033START OF CLAY LININGFLUME GATE REG.TO35
MF
NICOL STREET
RD 1366TRANSITION FROM CLAY LININGTO OBR - BOTH SIDESMURRAY VALLEY HWY BRIDGEST01111
N
LOCALITY MAPSCALE 1:10000
DETAIL1- SCALE 1 :2500
Plot Date: Cad File No:22 December 2014 - 3:04 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C100.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - LOCALITY PLAN
486818 01 15
0 75m25 50
SCALE 1:2500 AT ORIGINAL SIZE
0 300m100 200
SCALE 1:10,000 AT ORIGINAL SIZE
PROJECT AREA
LOCATION PLANN T S
PROPOSED RELINED GOULBURN-MURRAY WATER CHANNELS
GOULBURN-MURRAY WATER CHANNELS
GOULBURN-MURRAY WATER CHANNELS PIPELINE
GOULBURN-MURRAY WATER DRAINS
GOULBURN-MURRAY WATER DRAIN PIPELINE
TITLE BOUNDARY
EASEMENT BOUNDARY
MUNICIPAL BOUNDARY
CULVERT / BRIDGE
FOOT BRIDGE
COMBINED CROSSING / REGULATOR
SUBWAY / SYPHON
REGULATOR / CHECK
OFFTAKE / CHANNEL ESCAPE
LARGE METER OUTLETS
SMALL METER OUTLETS
MAG FLOW METER
DOMESTIC AND STOCK WATER METER
BENCH MARK
TEMPORARY BENCH MARK
PERMANENT MARK
P
P
MF
LEGEND:
ALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
WARNING
WORKS CANNOT COMMENCE UNTIL A CHMPHAS BEEN UNDERTAKEN
NOTE:
CULTURAL HERITAGE SENSITIVITY
CROWN ALLOTMENT 32SECTION E
PARISH OF COHUNAVOLUME 09011 FOLIO 937
MURRAY THOMAS JOHNSON &ELIZABETH JOY JOHNSON
CROWN ALLOTMENT 19SECTION E
PARISH OF COHUNAVOLUME 09829 FOLIO 616
TREVOR RONALD MORRIS &CHRISTINE ANNE MORRIS
PART CROWN ALLOTMENT 19SECTION E
PARISH OF COHUNACROWN LANDPART CROWN ALLOTMENT 39
SECTION EPARISH OF COHUNA
CROWN LAND
PART CROWNALLOTMENT 36
SECTION EPARISH OF COHUNA
CROWN LAND
PART CROWNALLOTMENT 37
SECTION EPARISH OF COHUNA
CROWN LAND
PC366245PVOLUME 10686 FOLIO 870
MURRAY THOMAS JOHNSON &ELIZABETH JOY JOHNSON
SECTION EPART CROWN ALLOTMENT 38
PARISH OF COHUNACROWN LAND
E
DD
DD
DD
DD
D
RD 1216
RD 1320
RD 1300
RD 1280
RD 1260
RD 1240
RD 1220
RD 1200
RD 1180
RD 1160
RD 1140
RD 1120
RD 1100
RD 1080
RD 1060
RD 1040
RD 1021
RD 1033START OF CLAY LININGFLUME GATE REG.TO35
TBM 'A'RL. 81.31E 247773.17 mN 6034433.76 m
SUBWAYRD 1177.8
TORRUMBARRY CHANNEL 2/3
AVOID REMOVAL OF TREES(CULTURAL HERITAGE SENSITIVITY)
Plot Date: Cad File No:22 December 2014 - 2:57 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C101.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - DETAIL PLAN 1 OF 3
486818 02 15
N
FOR CONTINUATION REFER TO 31-32189-C102
PLANSCALE : 1:2000
0
SCALE 1:2000 AT ORIGINAL SIZE
60m20 40
WARNINGALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
CULTURAL HERITAGE SENSITIVITY
PROPOSED TOP OF BANK
PROPOSED TOE OF BANK
GMW DRAIN
FARM DRAINAGE TO BE RETAINED
FARM DRAINAGE TO BE REMOVED
PROPOSED FARM/ DRAINAGE
FARM CHANNEL TO BE RETAINED
FARM CHANNEL TO BE REMOVED
PROPOSED FARM CHANNEL
EXISTING TABLE DRAIN
EXISTING ELECTRICAL UNDERGROUND
EXISTING ELECTRICAL OVER HEAD
EXISTING WATER MAIN
EXISTING TELECOMMUNICATIONS
EXISTING GAS
EXISTING FENCE
EXISTING FENCE TO BE REMOVED
PROPOSED FENCE
PROPOSED SAFETY FENCE
TITLE BOUNDARY
PROPOSED TITLE BOUNDARY
EASEMENT BOUNDARY
PROPOSED EASEMENT BOUNDARY
ACCESS TRACK
CULVERT / BRIDGE TO BE REMOVED
CULVERT / BRIDGE
FOOT BRIDGE
COMBINED CROSSING / REGULATOR
SUBWAY / SYPHON
REGULATOR / CHECK
OFFTAKE / CHANNEL ESCAPE
LARGE METER OUTLETS
SMALL METER OUTLETS
MAG FLOW METER
DOMESTIC AND STOCK OUTLET
BENCH MARK
TEMPORARY BENCH MARK
PERMANENT MARK
GATE
TREES
TREES TO BE REMOVED
G
T
E(OH)
W
LEGEND:
FC
MF
FC
FC
FD
FD
FD
E
TD
D
LOT 3LP009501
VOLUME 10789 FOLIO 719JOHN CHARLES
BRUCE McGILLIVRAYJOHN DICKINS
LOT 1TP 929586X
VOLUME 11069 FOLIO 331COHUNA IRRIGATION AND
WATER SUPPLY TRUST
EE
LOT 1TP 862531U
VOLUME 08903 FOLIO 943STATE RIVERS AND WATER
SUPPLY COMMISSION
TT
TT
TT
TT
FDFD
FD
FDFD
FDFD
FDFD
FD
DD
FDFD
FDFD
FDFD
FDFD
FDFD
FD
RD 19
00
RD 18
80
RD 18
60
RD 18
40
RD 18
20
RD 18
00
RD 17
80
RD 17
60
RD 17
40
RD 17
20
RD 17
00
RD 16
80
RD 16
60
RD 16
40
RD 16
20
RD 16
00
RD 15
80
RD 15
60
RD 15
40
RD 15
20
RD 15
00
RD 14
80
RD 14
60
RD 14
40
RD 14
20
RD 1400
RD 1380
RD 1360
RD 1340
RD 1320
RD 1300
RD 1280
RD 1260
RD 1366TRANSITION FROM CLAY LINING TOOBR - BOTH SIDESMURRAY VALLEY HWY BRIDGEST01111
SUBWAYST001112RD 1720.7
FLOW METERTO3001RD 1845
MURRAY VALLEY HWY
UNKNOWN BENCH MARKRL. 80.60E 247676.72 mN 6034759.24 m
TORRUMBARRY CHANNEL 2/3
TBM 'B'RL. 81.14E 247753.98 mN 6034761.04 m
SUBWAYRD 1348
Plot Date: Cad File No:22 December 2014 - 2:57 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C102.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - DETAIL PLAN 2 OF 3
486818 03 15
N
FOR
CONT
INUA
TION
REF
ER T
O 31
-321
89-C
103
PLANSCALE : 1:2000
0
SCALE 1:2000 AT ORIGINAL SIZE
60m20 40
WARNINGALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
FOR CONTINUATION REFER TO 31-32189-C101
PROPOSED TOP OF BANK
PROPOSED TOE OF BANK
GMW DRAIN
FARM DRAINAGE TO BE RETAINED
FARM DRAINAGE TO BE REMOVED
PROPOSED FARM/ DRAINAGE
FARM CHANNEL TO BE RETAINED
FARM CHANNEL TO BE REMOVED
PROPOSED FARM CHANNEL
EXISTING TABLE DRAIN
EXISTING ELECTRICAL UNDERGROUND
EXISTING ELECTRICAL OVER HEAD
EXISTING WATER MAIN
EXISTING TELECOMMUNICATIONS
EXISTING GAS
EXISTING FENCE
EXISTING FENCE TO BE REMOVED
PROPOSED FENCE
PROPOSED SAFETY FENCE
TITLE BOUNDARY
PROPOSED TITLE BOUNDARY
EASEMENT BOUNDARY
PROPOSED EASEMENT BOUNDARY
ACCESS TRACK
CULVERT / BRIDGE TO BE REMOVED
CULVERT / BRIDGE
FOOT BRIDGE
COMBINED CROSSING / REGULATOR
SUBWAY / SYPHON
REGULATOR / CHECK
OFFTAKE / CHANNEL ESCAPE
LARGE METER OUTLETS
SMALL METER OUTLETS
MAG FLOW METER
DOMESTIC AND STOCK OUTLET
BENCH MARK
TEMPORARY BENCH MARK
PERMANENT MARK
GATE
TREES
TREES TO BE REMOVED
G
T
E(OH)
W
LEGEND:
FC
MF
FC
FC
FD
FD
FD
E
TD
D
CULTURAL HERITAGE SENSITIVITY
LOT 1TP 929586X
VOLUME 11069 FOLIO 331COHUNA IRRIGATION AND
WATER SUPPLY TRUST
LOT 1TP 929586X
VOLUME 11069 FOLIO 331COHUNA IRRIGATION AND
WATER SUPPLY TRUST
LOT 2PS613265U
VOLUME 11161 FOLIO 296JOHN CHARLES
BRUCE McGILLIVRAYJOHN DICKINS
FC
TT
TT
TT
TT
T
CHAN
NEL E
ASEM
ENT (
20.12
m W
IDE)
RD 22
96
RD 23
44RD
2340
RD 23
20
RD 23
00
RD 22
80
RD 22
60
RD 22
40
RD 22
20
RD 22
00
RD 21
80
RD 21
60
RD 21
40
RD 21
20
RD 21
00
RD 20
80
RD 20
60
RD 20
40
RD 20
20
RD 20
00
RD 19
80
RD 19
60
RD 19
40
RD 19
20
RD 19
00
RD 18
80
RD 18
60
RD 18
40
FLOW METERTO3001RD 1845
OCCUPATION BRIDGEST001113RD 1927
RD 2302.6END OF OUTSIDE BANKREMODELLING - BOTH SIDESFLUME GATE REG.TO36
TORRUMBARRY CHANNEL 2/3
FLOW METERTO3004RD 2280
FLOW METERTO3003RD 2111.2
FLOW METER(DECOMMISSIONED)TO3002RD 2099.3
MURRAY VALLEY HIGHWAY
Plot Date: Cad File No:22 December 2014 - 8:55 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C103.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - DETAIL PLAN 3 OF 3
486818 04 15
N
PLANSCALE : 1:2000
0
SCALE 1:2000 AT ORIGINAL SIZE
60m20 40
WARNINGALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
FOR
CONT
INUA
TION
REF
ER T
O 31
-321
89-C
102
PROPOSED TOP OF BANK
PROPOSED TOE OF BANK
GMW DRAIN
FARM DRAINAGE TO BE RETAINED
FARM DRAINAGE TO BE REMOVED
PROPOSED FARM/ DRAINAGE
FARM CHANNEL TO BE RETAINED
FARM CHANNEL TO BE REMOVED
PROPOSED FARM CHANNEL
EXISTING TABLE DRAIN
EXISTING ELECTRICAL UNDERGROUND
EXISTING ELECTRICAL OVER HEAD
EXISTING WATER MAIN
EXISTING TELECOMMUNICATIONS
EXISTING GAS
EXISTING FENCE
EXISTING FENCE TO BE REMOVED
PROPOSED FENCE
PROPOSED SAFETY FENCE
TITLE BOUNDARY
PROPOSED TITLE BOUNDARY
EASEMENT BOUNDARY
PROPOSED EASEMENT BOUNDARY
ACCESS TRACK
CULVERT / BRIDGE TO BE REMOVED
CULVERT / BRIDGE
FOOT BRIDGE
COMBINED CROSSING / REGULATOR
SUBWAY / SYPHON
REGULATOR / CHECK
OFFTAKE / CHANNEL ESCAPE
LARGE METER OUTLETS
SMALL METER OUTLETS
MAG FLOW METER
DOMESTIC AND STOCK OUTLET
BENCH MARK
TEMPORARY BENCH MARK
PERMANENT MARK
GATE
TREES
TREES TO BE REMOVED
G
T
E(OH)
W
LEGEND:
FC
MF
FC
FC
FD
FD
FD
E
TD
D
CULTURAL HERITAGE SENSITIVITY
CH 1040
-4%1 in 2
0% 0%1 in 2
-4%
-14
80.84
080
.84
-11.0
881
.03-0
.0780
.96
-7.58
81.13
-0.04
81.1
-3.5
79.92
-0.86
79.06
079
.17-0
.1179
.06
3.580
.23-1
.1779
.06
7.58
81.03
0.07
81.1
10.58
81.15
-0.17
80.98
11.38
80.95
-080
.95
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
RD 1100
-4%1 in 2
0% 0%1 in 2
-4%
-11.1
980
.910
80.91
-11.0
980
.910.0
480
.96
-7.59
80.81
0.28
81.1
-3.5
78.91
0.14
79.28
79.05
078
.970.0
979
.3279
.05
3.579
.13-0
.0779
.5979
.05
7.59
80.99
0.181
.1
10.59
80.97
0.01
80.98
10.61
80.97
-080
.97
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
HARD BED LEVEL 78.97
78.97
78.97
ESTIMATEDHARD BED LEVEL 78
.97
78.97
78.97
ESTIMATED
Plot Date: Cad File No:22 December 2014 - 2:58 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C105.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - CROSS SECTIONS 1 OF 8
486818 06 15
LEFT AND RIGHT LOOKING DOWNSTREAM
0 6m2 4
SCALE 1:200 AT ORIGINAL SIZE
ALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
WARNING
NOTES:1. REFER TO DRG. NO. 483444 FOR HDPE LINING TYPICAL
DETAILS AND DRG. NO. 483445 FOR CLAY LINING ANDOUTSIDE BANK REMODELLING TYPICAL DETAILS.
2. THE DESIGN BANK LEVEL SHOWN ON THESE CROSSSECTION DRAWINGS ARE DESIGNED TO OPTIMISEEARTHWORKS VOLUMES AND BALANCES. THE MINIMUMDESIGN BANK LEVEL SHOWN ON THE LONG SECTIONDRAWING IS THE MINIMUM REQUIRED BANK LEVEL TOACHIEVE THE REQUIRED FREEBOARD ABOVE MWL. THEWORK PACKAGE CONTRACTOR MAY LOWER THE BANKHEIGHT TO THE MINIMUM DESIGN BANK LEVEL.
LEGEND:DESIGN SURFACE
EXISTING SURFACE
SILT LEVEL
ESTIMATED HARD BED LEVEL
TITLE BOUNDARY
PROPOSED TITLE BOUNDARY
EASEMENT BOUNDARY
PROPOSED EASEMENT BOUNDARY
ACCESS TRACK
EXISTING FENCE TO BE RETAINED
EXISTING FENCE TO BE REMOVED
PROPOSED FENCE
PROPOSED SAFETY FENCE
CH 1200
-4%1 in 2
0% 0%1 in 2
-4% 1 in -2
-12.8
180
.89-0
80.89
-11.1
181
.09-0
.1380
.96
-7.61
81.01
0.09
81.1
-3.5
79.13
-0.08
79.38
79.04
079
.040.0
179
.2279
.04
3.579
.07-0
.0379
.5779
.04
7.61
80.88
0.22
81.1
10.61
80.97
080
.98
11.91
80.32
-080
.32
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
CH 1216
-4%1 in 2
0% 0%1 in 2
-4%
-13.4
180
.860
80.86
-11.1
181
.1-0
.1480
.96
-7.61
81.04
0.05
81.1
-3.5
79.15
-0.11
79.44
79.04
079
.04-0
79.22
79.04
3.579
.06-0
.0179
.5379
.04
7.61
80.93
0.17
81.1
10.61
81.02
-0.04
80.98
10.66
80.97
-080
.97
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
ESTIMATEDHARD BED LEVEL 78
.97
78.97
78.97
ESTIMATEDHARD BED LEVEL 79
.87
79.87
79.87
Plot Date: Cad File No:22 December 2014 - 2:58 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C106.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - CROSS SECTIONS 2 OF 8
486818 07 15
LEFT AND RIGHT LOOKING DOWNSTREAM
0 6m2 4
SCALE 1:200 AT ORIGINAL SIZE
ALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
WARNING
NOTES:1. REFER TO DRG. NO. 483444 FOR HDPE LINING TYPICAL
DETAILS AND DRG. NO. 483445 FOR CLAY LINING ANDOUTSIDE BANK REMODELLING TYPICAL DETAILS.
2. THE DESIGN BANK LEVEL SHOWN ON THESE CROSSSECTION DRAWINGS ARE DESIGNED TO OPTIMISEEARTHWORKS VOLUMES AND BALANCES. THE MINIMUMDESIGN BANK LEVEL SHOWN ON THE LONG SECTIONDRAWING IS THE MINIMUM REQUIRED BANK LEVEL TOACHIEVE THE REQUIRED FREEBOARD ABOVE MWL. THEWORK PACKAGE CONTRACTOR MAY LOWER THE BANKHEIGHT TO THE MINIMUM DESIGN BANK LEVEL.
LEGEND:DESIGN SURFACE
EXISTING SURFACE
SILT LEVEL
ESTIMATED HARD BED LEVEL
TITLE BOUNDARY
PROPOSED TITLE BOUNDARY
EASEMENT BOUNDARY
PROPOSED EASEMENT BOUNDARY
ACCESS TRACK
EXISTING FENCE TO BE RETAINED
EXISTING FENCE TO BE REMOVED
PROPOSED FENCE
PROPOSED SAFETY FENCE
CH 1300
-4%1 in 2
0% 0%1 in 2
-4% 1 in -2
-14.3
80.83
-080
.83
-11.1
281
.02-0
.0680
.96
-7.62
80.89
0.21
81.1
-3.5
78.99
0.05
79.33
79.03
079
.03-0
79.2
79.03
3.579
.12-0
.0979
.5179
.03
7.62
81.02
0.07
81.1
10.62
80.93
0.05
80.98
11.73
80.42
080
.42
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
ESTIMATEDHARD BED LEVEL 79
.87
79.87
79.87
Plot Date: Cad File No:22 December 2014 - 2:58 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C107.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - CROSS SECTIONS 3 OF 9
486818 08 16
LEFT AND RIGHT LOOKING DOWNSTREAM
0 6m2 4
SCALE 1:200 AT ORIGINAL SIZE
NOTES:1. REFER TO DRG. NO. 483444 FOR HDPE LINING TYPICAL
DETAILS AND DRG. NO. 483445 FOR CLAY LINING ANDOUTSIDE BANK REMODELLING TYPICAL DETAILS.
2. THE DESIGN BANK LEVEL SHOWN ON THESE CROSSSECTION DRAWINGS ARE DESIGNED TO OPTIMISEEARTHWORKS VOLUMES AND BALANCES. THE MINIMUMDESIGN BANK LEVEL SHOWN ON THE LONG SECTIONDRAWING IS THE MINIMUM REQUIRED BANK LEVEL TOACHIEVE THE REQUIRED FREEBOARD ABOVE MWL. THEWORK PACKAGE CONTRACTOR MAY LOWER THE BANKHEIGHT TO THE MINIMUM DESIGN BANK LEVEL.
LEGEND:DESIGN SURFACE
EXISTING SURFACE
SILT LEVEL
TITLE BOUNDARY
PROPOSED TITLE BOUNDARY
EASEMENT BOUNDARY
PROPOSED EASEMENT BOUNDARY
ACCESS TRACK
EXISTING FENCE TO BE RETAINED
EXISTING FENCE TO BE REMOVED
PROPOSED FENCE
PROPOSED SAFETY FENCE
ALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
WARNING
CH 1400
-4% -4%
-11.0
380
.7-0
80.06
80.7
-10.6
280
.790.1
280
.0680
.9
-7.11
80.93
0.11
80.08
81.04
-6.89
80.93
080
.0880
.93
13.23
80.74
-080
.7413
.4380
.770.0
880
.84
16.46
80.8
-0.08
80.72
16.63
80.72
080
.72
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
CH 1500
1 in -2 -4%1 in 2 -4%
-12.5
180
.40
80.4
-11.4
980
.780.1
280
.9
-7.99
80.99
0.06
81.04
-7.84
80.97
-080
.97
7.82
80.31
080
.31
8.89
81.06
-0.22
80.84
11.89
80.82
-0.09
80.72
12.13
80.71
-080
.71
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
Plot Date: Cad File No:22 December 2014 - 2:58 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C108.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - CROSS SECTIONS 4 OF 8
486818 09 15
LEFT AND RIGHT LOOKING DOWNSTREAM
0 6m2 4
SCALE 1:200 AT ORIGINAL SIZE
NOTES:1. REFER TO DRG. NO. 483444 FOR HDPE LINING TYPICAL
DETAILS AND DRG. NO. 483445 FOR CLAY LINING ANDOUTSIDE BANK REMODELLING TYPICAL DETAILS.
2. THE DESIGN BANK LEVEL SHOWN ON THESE CROSSSECTION DRAWINGS ARE DESIGNED TO OPTIMISEEARTHWORKS VOLUMES AND BALANCES. THE MINIMUMDESIGN BANK LEVEL SHOWN ON THE LONG SECTIONDRAWING IS THE MINIMUM REQUIRED BANK LEVEL TOACHIEVE THE REQUIRED FREEBOARD ABOVE MWL. THEWORK PACKAGE CONTRACTOR MAY LOWER THE BANKHEIGHT TO THE MINIMUM DESIGN BANK LEVEL.
LEGEND:DESIGN SURFACE
EXISTING SURFACE
SILT LEVEL
TITLE BOUNDARY
PROPOSED TITLE BOUNDARY
EASEMENT BOUNDARY
PROPOSED EASEMENT BOUNDARY
ACCESS TRACK
EXISTING FENCE TO BE RETAINED
EXISTING FENCE TO BE REMOVED
PROPOSED FENCE
PROPOSED SAFETY FENCE
ALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
WARNING
CH 1600
-4% 1 in 2 -4% 1 in -2
-11.5
380
.8-0
80.8
-11.4
380
.87-0
.0680
.81
-7.93
80.95
-0.01
80.95
-7.18
80.67
-0.1
80.57
9.51
80.76
-080
.769.6
880
.770.0
880
.84
12.68
80.56
0.16
80.72
14.3
79.91
079
.91
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
CH 1700
1 in -2 -4% -4%1 in -2
-12.2
680
.260
80.26
-11.3
879
.970.7
480
.7
-7.88
80.62
0.23
80.84
-7.44
80.63
-080
.63
8.94
80.56
-080
.569.5
80.56
0.29
80.84
12.5
80.36
0.36
80.72
15.5
79.22
079
.22
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
Plot Date: Cad File No:22 December 2014 - 2:58 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C109.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - CROSS SECTIONS 5 OF 8
486818 010 15
LEFT AND RIGHT LOOKING DOWNSTREAM
0 6m2 4
SCALE 1:200 AT ORIGINAL SIZE
NOTES:1. REFER TO DRG. NO. 483444 FOR HDPE LINING TYPICAL
DETAILS AND DRG. NO. 483445 FOR CLAY LINING ANDOUTSIDE BANK REMODELLING TYPICAL DETAILS.
2. THE DESIGN BANK LEVEL SHOWN ON THESE CROSSSECTION DRAWINGS ARE DESIGNED TO OPTIMISEEARTHWORKS VOLUMES AND BALANCES. THE MINIMUMDESIGN BANK LEVEL SHOWN ON THE LONG SECTIONDRAWING IS THE MINIMUM REQUIRED BANK LEVEL TOACHIEVE THE REQUIRED FREEBOARD ABOVE MWL. THEWORK PACKAGE CONTRACTOR MAY LOWER THE BANKHEIGHT TO THE MINIMUM DESIGN BANK LEVEL.
LEGEND:DESIGN SURFACE
EXISTING SURFACE
SILT LEVEL
TITLE BOUNDARY
PROPOSED TITLE BOUNDARY
EASEMENT BOUNDARY
PROPOSED EASEMENT BOUNDARY
ACCESS TRACK
EXISTING FENCE TO BE RETAINED
EXISTING FENCE TO BE REMOVED
PROPOSED FENCE
PROPOSED SAFETY FENCE
ALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
WARNING
CH 1800
1 in -2 -4% -4%1 in -2
-12.0
880
.32-0
80.32
-11.3
280
.690.0
180
.7
-7.82
80.7
0.14
80.84
-7.5
80.68
-080
.68
9.23
80.8
-080
.89.3
280
.80.0
480
.84
12.32
80.23
0.49
80.72
14.49
79.64
079
.64
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
CH 1900
-4% -4%
-11.7
80.48
-080
.48-1
1.26
80.62
0.08
80.7
-7.76
80.71
0.14
80.84
-7.48
80.7
-080
.7
7.65
80.68
080
.687.9
880
.710.1
480
.84
10.98
80.53
0.19
80.72
11.51
80.46
-080
.46
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
Plot Date: Cad File No:22 December 2014 - 2:58 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C110.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - CROSS SECTIONS 6 OF 8
486818 011 15
LEFT AND RIGHT LOOKING DOWNSTREAM
0 6m2 4
SCALE 1:200 AT ORIGINAL SIZE
NOTES:1. REFER TO DRG. NO. 483444 FOR HDPE LINING TYPICAL
DETAILS AND DRG. NO. 483445 FOR CLAY LINING ANDOUTSIDE BANK REMODELLING TYPICAL DETAILS.
2. THE DESIGN BANK LEVEL SHOWN ON THESE CROSSSECTION DRAWINGS ARE DESIGNED TO OPTIMISEEARTHWORKS VOLUMES AND BALANCES. THE MINIMUMDESIGN BANK LEVEL SHOWN ON THE LONG SECTIONDRAWING IS THE MINIMUM REQUIRED BANK LEVEL TOACHIEVE THE REQUIRED FREEBOARD ABOVE MWL. THEWORK PACKAGE CONTRACTOR MAY LOWER THE BANKHEIGHT TO THE MINIMUM DESIGN BANK LEVEL.
LEGEND:DESIGN SURFACE
EXISTING SURFACE
SILT LEVEL
TITLE BOUNDARY
PROPOSED TITLE BOUNDARY
EASEMENT BOUNDARY
PROPOSED EASEMENT BOUNDARY
ACCESS TRACK
EXISTING FENCE TO BE RETAINED
EXISTING FENCE TO BE REMOVED
PROPOSED FENCE
PROPOSED SAFETY FENCE
ALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
WARNING
CH 2000
-4% -4% 1 in -2
-11.3
80.56
080
.56-1
1.02
80.66
0.04
80.7
-7.52
80.74
0.180
.84-7
.380
.740
80.74
7.44
80.71
080
.717.7
180
.710.1
380
.84
10.71
80.05
0.68
80.72
12.05
80.05
-080
.05
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 76.00
CH 2100
-4% -4%
-11.2
80.46
080
.46-1
0.72
80.67
0.04
80.7
-7.22
80.81
0.03
80.84
-7.15
80.81
080
.81
7.34
80.78
-080
.777.4
980
.780.0
780
.84
10.49
80.77
-0.05
80.72
11.26
80.69
080
.69
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 76.00
Plot Date: Cad File No:22 December 2014 - 2:58 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C111.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - CROSS SECTIONS 7 OF 8
486818 012 15
LEFT AND RIGHT LOOKING DOWNSTREAM
0 6m2 4
SCALE 1:200 AT ORIGINAL SIZE
NOTES:1. REFER TO DRG. NO. 483444 FOR HDPE LINING TYPICAL
DETAILS AND DRG. NO. 483445 FOR CLAY LINING ANDOUTSIDE BANK REMODELLING TYPICAL DETAILS.
2. THE DESIGN BANK LEVEL SHOWN ON THESE CROSSSECTION DRAWINGS ARE DESIGNED TO OPTIMISEEARTHWORKS VOLUMES AND BALANCES. THE MINIMUMDESIGN BANK LEVEL SHOWN ON THE LONG SECTIONDRAWING IS THE MINIMUM REQUIRED BANK LEVEL TOACHIEVE THE REQUIRED FREEBOARD ABOVE MWL. THEWORK PACKAGE CONTRACTOR MAY LOWER THE BANKHEIGHT TO THE MINIMUM DESIGN BANK LEVEL.
LEGEND:DESIGN SURFACE
EXISTING SURFACE
SILT LEVEL
TITLE BOUNDARY
PROPOSED TITLE BOUNDARY
EASEMENT BOUNDARY
PROPOSED EASEMENT BOUNDARY
ACCESS TRACK
EXISTING FENCE TO BE RETAINED
EXISTING FENCE TO BE REMOVED
PROPOSED FENCE
PROPOSED SAFETY FENCE
ALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
WARNING
CH 2200
-4% -4% 1 in -2
-10.7
880
.530
80.53
-10.4
380
.660.0
580
.7
-6.93
80.8
0.05
80.84
-6.49
80.62
-080
.62
7.13
80.78
080
.787.2
680
.770.0
780
.84
10.26
80.25
0.48
80.72
11.54
80.09
-080
.09
OFFSET FROMCENTRE LINE
EXISTINGSURFACE LEVEL
DEPTHCUT - / FILL +
EXISTINGSILT LEVEL
DESIGNSURFACE LEVEL
A.H.D. EL. 77.00
Plot Date: Cad File No:22 December 2014 - 2:58 PM G:\31\32189\CADD\Drawings\2 Detailed Design\31-32189-C112.dwg
2015 GOULBURN-MURRAY WATER CONNECTIONS PROGRAM
TORRUMBARRY CHL 2/3 RD 1033 - RD 2302.6 (TO35-36)
CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - CROSS SECTIONS 8 OF 8
486818 013 15
LEFT AND RIGHT LOOKING DOWNSTREAM
0 6m2 4
SCALE 1:200 AT ORIGINAL SIZE
NOTES:1. REFER TO DRG. NO. 483444 FOR HDPE LINING TYPICAL
DETAILS AND DRG. NO. 483445 FOR CLAY LINING ANDOUTSIDE BANK REMODELLING TYPICAL DETAILS.
2. THE DESIGN BANK LEVEL SHOWN ON THESE CROSSSECTION DRAWINGS ARE DESIGNED TO OPTIMISEEARTHWORKS VOLUMES AND BALANCES. THE MINIMUMDESIGN BANK LEVEL SHOWN ON THE LONG SECTIONDRAWING IS THE MINIMUM REQUIRED BANK LEVEL TOACHIEVE THE REQUIRED FREEBOARD ABOVE MWL. THEWORK PACKAGE CONTRACTOR MAY LOWER THE BANKHEIGHT TO THE MINIMUM DESIGN BANK LEVEL.
LEGEND:DESIGN SURFACE
EXISTING SURFACE
SILT LEVEL
TITLE BOUNDARY
PROPOSED TITLE BOUNDARY
EASEMENT BOUNDARY
PROPOSED EASEMENT BOUNDARY
ACCESS TRACK
EXISTING FENCE TO BE RETAINED
EXISTING FENCE TO BE REMOVED
PROPOSED FENCE
PROPOSED SAFETY FENCE
ALL SERVICES SHOWN ON THIS DRAWING AREAPPROXIMATE ONLY AND EXACT LOCATION ISTO BE CONFIRMED ON SITE BY CONTRACTORPRIOR TO COMMENCEMENT OF ANY WORKS.
WARNING
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