ST01111 MURRAY VALLEY HWY - Goulburn Murray Water · n 6034433.76 m subway rd 1177.8 subway rd 1348 tbm 'b' rl. 81.14 e 247753.98 m n 6034761.04 m flow meter to3001 rd 1845 unknown

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


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

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FOR TENDER PURPOSES ONLY NOT FOR CONSTRUCTION

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Drawing Notes: 1. Drawing to be read in conjunction with 'Cohuna Channel 3 & 2/3 Remediation Project' Fact Sheet located on the project website 2. Drawings are for Tender purposes only 3. Drawing has been prepared on a 'worse case' scenario to document trees possibly required to be removed for construction purposes 4. Exact number and identification of trees unable to be established until the project is approved to proceed (March 2015) and a contractor is appointed (April 2015) 5. Trees that are located in the channel bank will be required to be removed and depending on location trees within a 1.5m-2m radius of the existing water edge may be required to be removed. These trees will be identified by marking and the public notified so they can view prior to removal 6. Other trees may be required to be removed for construction methodology purposes. These trees will also be identified by marking and the public notified so they can view prior to removal. 7. Any tree required to be removed for construction methodology must be approved by TransCom and GMW prior to removal to ensure the avoid first, minimise impact/removals and only at a last resort remove approach is adhered to.

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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


CROWN LAND

PART CROWNALLOTMENT 37


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)




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


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.


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


SUBWAY / SYPHON

REGULATOR / CHECK


LARGE METER OUTLETS

SMALL METER OUTLETS

MAG FLOW METER

DOMESTIC AND STOCK OUTLET

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

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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


MURRAY VALLEY HWY

UNKNOWN BENCH MARKRL. 80.60E 247676.72 mN 6034759.24 m


TBM 'B'RL. 81.14E 247753.98 mN 6034761.04 m

SUBWAYRD 1348





486818 03 15

N

FOR

CONT

INUA

TION

REF

ER T

O 31

-321

89-C

103

PLANSCALE : 1:2000

0


60m20 40


FOR CONTINUATION REFER TO 31-32189-C101



GMW DRAIN










EXISTING WATER MAIN


EXISTING GAS

EXISTING FENCE


PROPOSED FENCE


TITLE BOUNDARY


EASEMENT BOUNDARY


ACCESS TRACK


CULVERT / BRIDGE

FOOT BRIDGE


SUBWAY / SYPHON

REGULATOR / CHECK


LARGE METER OUTLETS

SMALL METER OUTLETS

MAG FLOW METER


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


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LOT 1TP 929586X


WATER SUPPLY TRUST

LOT 1TP 929586X


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


OCCUPATION BRIDGEST001113RD 1927

RD 2302.6END OF OUTSIDE BANKREMODELLING - BOTH SIDESFLUME GATE REG.TO36



FLOW METERTO3003RD 2111.2

FLOW METER(DECOMMISSIONED)TO3002RD 2099.3

MURRAY VALLEY HIGHWAY





486818 04 15

N

PLANSCALE : 1:2000

0


60m20 40


FOR

CONT

INUA

TION

REF

ER T

O 31

-321

89-C

102



GMW DRAIN










EXISTING WATER MAIN


EXISTING GAS

EXISTING FENCE


PROPOSED FENCE


TITLE BOUNDARY


EASEMENT BOUNDARY


ACCESS TRACK


CULVERT / BRIDGE

FOOT BRIDGE


SUBWAY / SYPHON

REGULATOR / CHECK


LARGE METER OUTLETS

SMALL METER OUTLETS

MAG FLOW METER


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


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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



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




CHANNEL OUTSIDE BANK REMODELLING / CLAY LINING - CROSS SECTIONS 1 OF 8

486818 06 15

LEFT AND RIGHT LOOKING DOWNSTREAM

0 6m2 4



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


EASEMENT BOUNDARY


ACCESS TRACK

EXISTING FENCE TO BE RETAINED


PROPOSED FENCE


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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



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



DEPTHCUT - / FILL +

EXISTINGSILT LEVEL

DESIGNSURFACE LEVEL

A.H.D. EL. 77.00


.97

78.97

78.97


.87

79.87

79.87





486818 07 15


0 6m2 4



WARNING





EXISTING SURFACE

SILT LEVEL

ESTIMATED HARD BED LEVEL

TITLE BOUNDARY


EASEMENT BOUNDARY


ACCESS TRACK



PROPOSED FENCE


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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



DEPTHCUT - / FILL +

EXISTINGSILT LEVEL

DESIGNSURFACE LEVEL

A.H.D. EL. 77.00


.87

79.87

79.87





486818 08 16


0 6m2 4






EXISTING SURFACE

SILT LEVEL

TITLE BOUNDARY


EASEMENT BOUNDARY


ACCESS TRACK



PROPOSED FENCE



WARNING

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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



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



DEPTHCUT - / FILL +

EXISTINGSILT LEVEL

DESIGNSURFACE LEVEL

A.H.D. EL. 77.00





486818 09 15


0 6m2 4






EXISTING SURFACE

SILT LEVEL

TITLE BOUNDARY


EASEMENT BOUNDARY


ACCESS TRACK



PROPOSED FENCE



WARNING

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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



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



DEPTHCUT - / FILL +

EXISTINGSILT LEVEL

DESIGNSURFACE LEVEL

A.H.D. EL. 77.00





486818 010 15


0 6m2 4






EXISTING SURFACE

SILT LEVEL

TITLE BOUNDARY


EASEMENT BOUNDARY


ACCESS TRACK



PROPOSED FENCE



WARNING

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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



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



DEPTHCUT - / FILL +

EXISTINGSILT LEVEL

DESIGNSURFACE LEVEL

A.H.D. EL. 77.00





486818 011 15


0 6m2 4






EXISTING SURFACE

SILT LEVEL

TITLE BOUNDARY


EASEMENT BOUNDARY


ACCESS TRACK



PROPOSED FENCE



WARNING

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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



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



DEPTHCUT - / FILL +

EXISTINGSILT LEVEL

DESIGNSURFACE LEVEL

A.H.D. EL. 76.00





486818 012 15


0 6m2 4






EXISTING SURFACE

SILT LEVEL

TITLE BOUNDARY


EASEMENT BOUNDARY


ACCESS TRACK



PROPOSED FENCE



WARNING

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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



DEPTHCUT - / FILL +

EXISTINGSILT LEVEL

DESIGNSURFACE LEVEL

A.H.D. EL. 77.00





486818 013 15


0 6m2 4






EXISTING SURFACE

SILT LEVEL

TITLE BOUNDARY


EASEMENT BOUNDARY


ACCESS TRACK



PROPOSED FENCE



WARNING

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Documents

ST01111 MURRAY VALLEY HWY - Goulburn Murray Water · n 6034433.76 m subway rd 1177.8 subway rd 1348 tbm 'b' rl. 81.14 e 247753.98 m n 6034761.04 m flow meter to3001 rd 1845 unknown