4

0

.

0

P38.69

E 43.29

P35.29

E 38.10

1.0

P37.44

E 41.22

2

.

3

4

P40.33

E 43.14

1

.

0

1

.

0

P33.88

E 36.35

Key to symbols

DescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

0 20 4010

@

20 60

Scale 1:1000PLAN A1

Key Plan

NTS

CF49

Earthworks Volume - Channel CF49

P3 28.11.14 ADS GL -Issued for Draft ILP (Not Issued)

Channel CF49

1:1000

Proposed top of bank

-

CF49

Existing riparian extents

Existing top of bank

Proposed riparian extents

Batter 1

3

Proposed top of bank

Tie into existing levels

Proposed Riparian Extents

Extent of Cut

Extent of Fill

Proposed Channel

Existing Riparian Extents

Existing Top of Bank

Piped culvert crossing (refer drawing 0212)

100yr Top of Water Level and Freeboard

P4 16.01.15 AMP GL CJAIssued for Exhibition

P5 27.01.15 AMP GL CJAIssued for Exhibition

P6 19.03.15 MMc GL CJAIssued for Exhibition

Proposed Pit and pipe network

TFW

P:\Parramatta\Projects\33xxxx\334311\06 CAD\6_4 Working drawings\Civil\Autocad\1_IS_Riverstone East\Drawings\Water

Cycle\MMD-334311-C-DR-RE-XX-0250.dwg May 11, 2016 - 6:00PM sin55925

Riverstone East Precinct

Water Cycle Management Plan

Proposed Channel Plan

Channel CF49

JT .

ADS .

GC .

GL .

GL .

CJA .

As Shown PRE

MMD-334311-C-DR-RE-XX-0250

P7

Level 10, 383 Kent Street

Sydney, NSW 2000

Australia

PO Box Q1678

QVB Sydney NSW 1230

+61 (0)2 9098 6800

-

www.mottmac.com

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Post Exhibition Amendments

P7 11.05.16 ADS GL CJAIssued for Post Exhibition Amendments

Stormwater channel has been

trimmed back and replaced with

piped drainage system which is

subject to future refinement (1 x

1800 circular pipe or 1 x 1800 x

1500 box culvert)

Channel CF49

Typical Section

1:200(H) 1:100(V)

3

:

1

9

:1

3

:

1

3

:

1

9

:1

3

:

1

~7.18m (Varies)

~17.55m (Varies)

100YR TWL (Approx)

2YR TWL (Approx)

~0.9m

(V

aries)

~1.4m

(V

aries)

100YR TWL + 0.5m

Freeboard (Approx)

Riparian Zone

Refer Water Cycle Report

for detailed calculations

Varies to existing within

outer Riparian Zone (typ)

Varies 1% min

10m 10mMain Channel

Creek channel shown as

centralised. How ever creek

can meander within overall

riparian zone to promote a

more 'Natural' appearance.

Minor 2yr flows to

remain as environmental

flows to existing creek

P31.49

E 31.83

P34.76

E 34.48

0

.

2

P34.98

E 36.24

Key to symbols

DescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

0 20 4010

@

20 60

Scale 1:1000PLAN A1

Key Plan

NTS

Channel CF40

1:1000

CF40

Earthworks Volume - Channel CF40

-

CF40

Existing riparian extents

Existing top of bank

Existing riparian extents

3

:

1

8

:1

2

:

1

2

:

1

8

:1

3

:

1

Channel CF40

Typical Section

1:200(H) 1:100(V)

Refer Water Cycle Report

for detailed calculations

~5.91m (Varies)

~13.91m (Varies)

~0.8m

(V

aries)

~1.3m

(V

aries)

Riparian Zone

100YR TWL (Approx)

2YR TWL (Approx)

Varies to existing within

outer Riparian Zone (typ)Varies 1% min

10m 10mMain Channel

Creek channel shown as

centralised. How ever creek

can meander within overall

riparian zone to promote a

more 'Natural' appearance.

Transition channel to existing

to avoid disturbance of highly

significant Aboriginal Heritage

Area. Riparian corridor to

transition to exisitng

P3 28.11.14 ADS GL -Issued for Draft ILP (Not Issued)

P4 16.01.15 AMP GL CJAIssued for Exhibition

P5 27.01.15 AMP GL CJAIssued for Exhibition

P6 19.03.15 MMc GL CJAIssued for Exhibition

Proposed Riparian Extents

Extent of Cut

Extent of Fill

Proposed Channel

Existing Riparian Extents

Existing Top of Bank

Piped culvert crossing (refer drawing 0212)

100yr Top of Water Level and Freeboard

Proposed Pit and pipe network

TFW

P:\Parramatta\Projects\33xxxx\334311\06 CAD\6_4 Working drawings\Civil\Autocad\1_IS_Riverstone East\Drawings\Water

Cycle\MMD-334311-C-DR-RE-XX-0250.dwg May 11, 2016 - 6:00PM sin55925

Riverstone East Precinct

Water Cycle Management Plan

Proposed Channel Plan

Channel CF40

JT .

ADS .

GC .

GL .

GL .

CJA .

As Shown PRE

MMD-334311-C-DR-RE-XX-0251

P7

Level 10, 383 Kent Street

Sydney, NSW 2000

Australia

PO Box Q1678

QVB Sydney NSW 1230

+61 (0)2 9098 6800

-

www.mottmac.com

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Post Exhibition Amendments

P7 11.05.16 ADS GL CJAIssued for Post Exhibition Amendments

Stormwater channel has been

trimmed back and replaced with

piped drainage system which is

subject to future refinement (1 x

1800 circular pipe or 1 x 1800 x

1500 box culvert)

P26.25

E 26.37

P26.41

E 28.08

0.2

3

.

3

6

.

1

P31.58

E 32.63

P32.26

E 34.14

P32.60

E 34.79

1

.

0

6

.1

0

.

5

P34.01

E 35.03

2

.3

P34.11

E 35.97

0.5

P35.05

E 36.47

2

.

9

2

.

5

3

0

.

0

P29.50

E 29.56

0

.

2

P29.68

E 30.80

Key to symbols

DescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

0 20 4010

@

20 60

Scale 1:1000PLAN A1

Key Plan

NTS

Channel CF38

1:1000

CF38

CF24

Channel CF24

1:1000

Earthworks Volume - Channel CF38

Earthworks Volume - Channel CF24

-

-

CF24

Existing top of bank

Proposed riparian extents

Existing top of bank

Proposed riparian extents

Proposed top of bank

Existing top of bank

Batter 1

2

3

:

1

8

:1

2

:

1

2

:

1

8

:1

3

:

1

~6.34m (Varies)

~14.34m (Varies)

~0.9m

(V

aries)

~1.4m

(V

aries)

100YR TWL (Approx)

2YR TWL (Approx)

Riparian Zone

Channel CF38

Typical Section

1:200(H) 1:100(V)

Varies to existing within

outer Riparian Zone (typ)

100YR TWL + 0.5m

Freeboard (Approx)

Refer Water Cycle Report

for detailed calculations

8

:1

2

:

1

2

:

1

8

:1

~0.7m

(V

aries)

~1.2m

(V

aries)

~5.31m (Varies)

~13.31m (Varies)

100YR TWL (Approx)

2YR TWL (Approx)

Varies to existing within

outer Riparian Zone (typ)

Riparian Zone

100YR TWL + 0.5m

Freeboard (Approx)

Channel CF24

Typical Section

1:500(H) 1:100(V)

Refer Water Cycle Report

for detailed calculations

Varies 1% min

Varies 1% min

10m 10m

10m 10mMain Channel

Creek channel shown as

centralised. How ever creek

can meander within overall

riparian zone to promote a

more 'Natural' appearance.

Main Channel

Creek channel shown as

centralised. How ever creek

can meander within overall

riparian zone to promote a

more 'Natural' appearance.

P3 28.11.14 ADS GL -Issued for Draft ILP (Not Issued)

P4 16.01.15 AMP GL CJAIssued for Exhibition

P5 27.01.15 AMP GL CJAIssued for Exhibition

P6 19.03.15 MMc GL CJAIssued for Exhibition

CF38

Proposed Riparian Extents

Extent of Cut

Extent of Fill

Proposed Channel

Existing Riparian Extents

Existing Top of Bank

Piped culvert crossing (refer drawing 0212)

100yr Top of Water Level and Freeboard

Proposed Pit and pipe network

TFW

P:\Parramatta\Projects\33xxxx\334311\06 CAD\6_4 Working drawings\Civil\Autocad\1_IS_Riverstone East\Drawings\Water

Cycle\MMD-334311-C-DR-RE-XX-0250.dwg May 11, 2016 - 6:00PM sin55925

Riverstone East Precinct

Water Cycle Management Plan

Proposed Channel Plan

Channel CF38 and CF24

JT .

ADS .

GC .

GL .

GL .

CJA .

As Shown PRE

MMD-334311-C-DR-RE-XX-0252

P7

Level 10, 383 Kent Street

Sydney, NSW 2000

Australia

PO Box Q1678

QVB Sydney NSW 1230

+61 (0)2 9098 6800

-

www.mottmac.com

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Post Exhibition Amendments

P7 11.05.16 ADS GL CJAIssued for Post Exhibition Amendments

Stormwater channel has been

trimmed back and replaced with

piped drainage system which is

subject to future refinement (2 x

1800 circular pipe or 2 x 1800 x

1500 box culvert)

4

0

.

0

31.36

33.41

0.5

32.97

E 34.60

2

.

3

34.08

E 36.03

1

.

4

35.50

E 37.75

1.5

37.38

E 39.68

6.0

38.22

E 40.62

0.7

2.4

3

0

.

0

23.59

E 26.66

27.41

E 30.50

0

.3

28.00

E 30.39

0.5

1

.

7

30.35E 35.36

8.7

0.5

0

.

5

5

0

.

0

43.22

E 44.81

47.20

E 48.45

4.0

Key to symbols

DescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

0 20 4010

@

20 60

Scale 1:1000PLAN A1

Channel CF05 (Continuation)

1:1000

Key Plan

NTS

CF05

F o r C

o n t i n u a t i o n R

e f e r B

e l o w

Channel CF05

1:1000

Inset 'A'

1:1000

F o r C

o n t i n u a t i o n R

e f e r A

b o v e

F o r C

o n t i n u a t i o n R

e f e r I n s e t 'A

'

Earthworks Volume - Channel CF05

-

CF05

Existing riparian extents

Existing top of bank

Proposed riparian extents

Batter 1

3

Proposed top of bank

Proposed top of bank

Proposed riparian extents

Existing top of bank

Existing riparian extents

Existing top of bank

3

:

1

8

:1

3

:

1

3

:

1

8

:1

3

:

1

~5.87m (Varies)

~13.87m (Varies)

100YR TWL + 0.5m

Freeboard (Approx)

100YR TWL (Approx)

2YR TWL (Approx)

Varies to existing within

outer Riparian Zone (typ)

Riparian Zone

Channel CF05

Typical Section

1:200(H) 1:100(V)

~0.8m

(V

aries)

~1.3m

(V

aries)

Refer Water Cycle Report

for detailed calculations

Varies 1% min

10m 10mMain Channel

Creek channel shown as

centralised. How ever creek

can meander within overall

riparian zone to promote a

more 'Natural' appearance.

P3 28.11.14 ADS GL -Issued for Draft ILP (Not Issued)

P4 16.01.15 AMP GL CJAIssued for Exhibition

P5 27.01.15 AMP GL CJAIssued for Exhibition

P6 19.03.15 MMc GL CJAIssued for Exhibition

Proposed Riparian Extents

Extent of Cut

Extent of Fill

Proposed Channel

Existing Riparian Extents

Existing Top of Bank

Piped culvert crossing (refer drawing 0212)

100yr Top of Water Level and Freeboard

Proposed Pit and pipe network

TFW

P:\Parramatta\Projects\33xxxx\334311\06 CAD\6_4 Working drawings\Civil\Autocad\1_IS_Riverstone East\Drawings\Water

Cycle\MMD-334311-C-DR-RE-XX-0250.dwg May 11, 2016 - 6:01PM sin55925

Riverstone East Precinct

Water Cycle Management Plan

Proposed Channel Plan

Channel CF05

JT .

ADS .

GC .

GL .

GL .

CJA .

As Shown PRE

MMD-334311-C-DR-RE-XX-0253

P7

Level 10, 383 Kent Street

Sydney, NSW 2000

Australia

PO Box Q1678

QVB Sydney NSW 1230

+61 (0)2 9098 6800

-

www.mottmac.com

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Post Exhibition Amendments

P7 11.05.16 ADS GL CJAIssued for Post Exhibition Amendments

41.34

E 43.74

0.2

41.80

E 44.08

1

.

2

42.30

E 44.54

0

.

5

44.50 E 46.46

1.5

49.10

E 51.02

1.7

1.7

51.10

E 52.80

11.3

Key to symbols

DescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

0 20 4010

@

20 60

Scale 1:1000PLAN A1

Key Plan

NTS

CA14

Channel CA14

1:1000

Channel CA14 (Continuation)

1:1000

F o r C

o n t i n u a t i o n R

e f e r B

e l o w

F o r C

o n t i n u a t i o n R

e f e r A

b o v e

Earthworks Volume - Channel CA14

-

CA

14

Existing riparian extents

Proposed riparian extents

Existing top of bank

Proposed top of bank

Existing riparian extents

Proposed riparian extents

Existing top of bank

Proposed top of bank

Batter 1

3

3

:

1

8

:1

3

:

1

3

:

1

8

:1

3

:

1

~9.42m (Varies)

~17.42m (Varies)

Riparian Zone

100YR TWL (Approx)

2YR TWL (Approx)

Varies to existing within

outer Riparian Zone (typ)

~1.2m

(V

aries)

~1.7m

(V

aries)

100YR TWL + 0.5m

Freeboard (Approx)

Channel CA14

Typical Section

1:200(H) 1:100(V)

Refer Water Cycle Report

for detailed calculations

Varies 1% min

10m 10mMain Channel

Creek channel shown as

centralised. How ever creek

can meander within overall

riparian zone to promote a

more 'Natural' appearance.

P3 28.11.14 ADS GL -Issued for Draft ILP (Not Issued)

P4 16.01.15 AMP GL CJAIssued for Exhibition

P5 27.01.15 AMP GL CJAIssued for Exhibition

P6 19.03.15 MMc GL CJAIssued for Exhibition

Proposed Riparian Extents

Extent of Cut

Extent of Fill

Proposed Channel

Existing Riparian Extents

Existing Top of Bank

Piped culvert crossing (refer drawing 0212)

100yr Top of Water Level and Freeboard

Proposed Pit and pipe network

TFW

P:\Parramatta\Projects\33xxxx\334311\06 CAD\6_4 Working drawings\Civil\Autocad\1_IS_Riverstone East\Drawings\Water

Cycle\MMD-334311-C-DR-RE-XX-0250.dwg May 11, 2016 - 6:01PM sin55925

Riverstone East Precinct

Water Cycle Management Plan

Proposed Channel Plan

Channel CA14

JT .

ADS .

GC .

GL .

GL .

CJA .

As Shown PRE

MMD-334311-C-DR-RE-XX-0255

P7

Level 10, 383 Kent Street

Sydney, NSW 2000

Australia

PO Box Q1678

QVB Sydney NSW 1230

+61 (0)2 9098 6800

-

www.mottmac.com

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Post Exhibition Amendments

P7 11.05.16 ADS GL CJAIssued for Post Exhibition Amendments

P30.60

E 31.71

P31.30

E 31.61

5

.0

0

.2

2

.

7

P31.46

E 32.11

1.3

3.0

P34.24

E 34.86

P35.14

E 35.50

P34.85

E 35.33

Key to symbols

DescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

0 20 4010

@

20 60

Scale 1:1000PLAN A1

Key Plan

NTS

CA03

Channel CA03

1:1000

Earthworks Volume - Channel CA03

-

CA03

Channel CA03

3

:

1

0%

2

:

1

0% 0%

3

:

1

~8m (Varies)

100YR TWL (Approx)

2YR TWL (Approx)

Varies to existing within

outer Riparian Zone (typ)

~0.6m

(V

aries)

~1.2m

(V

aries)

Channel CA03

Typical Section

1:200(H) 1:100(V)

Refer Water Cycle Report

for detailed calculations

~15.87m (Varies)

P3 28.11.14 ADS GL -Issued for Draft ILP (Not Issued)

P4 16.01.15 AMP GL CJAIssued for Exhibition

P5 27.01.15 AMP GL CJAIssued for Exhibition

P6 19.03.15 MMc GL CJAIssued for Exhibition

Proposed Riparian Extents

Extent of Cut

Extent of Fill

Proposed Channel

Existing Riparian Extents

Existing Top of Bank

Piped culvert crossing (refer drawing 0212)

100yr Top of Water Level and Freeboard

Proposed Pit and pipe network

TFW

P:\Parramatta\Projects\33xxxx\334311\06 CAD\6_4 Working drawings\Civil\Autocad\1_IS_Riverstone East\Drawings\Water

Cycle\MMD-334311-C-DR-RE-XX-0250.dwg May 11, 2016 - 6:01PM sin55925

Riverstone East Precinct

Water Cycle Management Plan

Proposed Channel Plan

Channel CA03

JT .

ADS .

GC .

GL .

GL .

CJA .

As Shown PRE

MMD-334311-C-DR-RE-XX-0256

P7

Level 10, 383 Kent Street

Sydney, NSW 2000

Australia

PO Box Q1678

QVB Sydney NSW 1230

+61 (0)2 9098 6800

-

www.mottmac.com

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Post Exhibition Amendments

P7 11.05.16 ADS GL CJAIssued for Post Exhibition Amendments

2

0

.0

2

0

.

0

2

0

.0

30.0

3

0

.

0

3

0

.

0

3

0

.0

3

0

.

0

3

0

.

0

3

0

.0

3

0

.

0

3

0

.

0

3

0

.

0

3

0

.0

3

0

.

0

3

0

.

0

4

0

.

0

4

0

.

0

40.0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.0

4

0

.

0

4

0

.

0

40

.0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.

0

5

0

.

0

5

0

.

0

5

0

.

0

5

0

.

0

5

0

.

0

5

0

.

0

5

0

.

0

5

0

.

0

5

0

.0

5

0

.

0

5

0

.

0

5

0

.0

5

0

.0

5

0

.

0

5

0

.0

5

0

.

0

5

0

.

0

50.0

6

0

.

0

6

0

.0

6

0

.

0

6

0

.

0

6

0

.

0

6

0

.

0

6

0

.0

6

0

.

0

6

0

.0

6

0

.0

7

0

.

0

7

0

.

0

2

5

.0

2

5

.

0

2

5

.

0

2

5

.

0

2

5

.0

2

5

.

0

2

5

.

0

2

5

.

0

3

5

.

0

3

5

.

0

35.0

3

5

.

0

35.0

3

5

.

0

3

5

.0

3

5

.0

3

5

.

0

3

5

.

0

3

5

.

0

3

5

.

0

3

5

.

0

3

5

.0

3

5

.

0

3

5

.

0

3

5

.0

35.0

3

5

.

0

3

5

.

0

45.0

4

5

.

0

4

5

.

0

4

5

.

0

45.0

4

5

.

0

45.0

4

5

.

0

4

5

.0

45.0

4

5

.

0

4

5

.

0

4

5

.

0

4

5

.

0

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Trubutary

Key to symbols

DescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

@

0 100100 20050 300

Scale 1:10000PLAN A1

Riverstone East precinct boundary

Existing road

Flood Response Extents

Point of Refuge

Evacuation Route

P2 26.11.14 DW GL -Issued for Draft ILP

P3 16.01.15 AMP GL CJAIssued for Exhibition

P4 27.01.15 AMP GL CJAIssued for Exhibition

Proposed Stage 1 boundary

Proposed Stage 2 boundary

P5 19.03.15 MMc GL CJAIssued for Exhibition

TFW

P:\Parramatta\Projects\33xxxx\334311\06 CAD\6_4 Working drawings\Civil\Autocad\1_IS_Riverstone East\Drawings\Water

Cycle\MMD-334311-C-DR-RE-XX-0260.dwg May 12, 2016 - 12:06PM sin55925

Riverstone East Precinct

Water Cycle Management Plan

Flood Response Plan

JT .

ADS .

GC .

GL .

GL .

CJA .

1:10000 PRE

MMD-334311-C-DR-RE-XX-0260

P6

Level 10, 383 Kent Street

Sydney, NSW 2000

Australia

PO Box Q1678

QVB Sydney NSW 1230

+61 (0)2 9098 6800

-

www.mottmac.com

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Post Exhibition Amendments

P6 11.05.16 ADS GL CJAIssued for Post Exhibition Amendments

Key to symbols

DescriptionDrawnDateRev

RevStatus

Drawing Number

Scale at A1

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Notes

Client

Reference drawings

0 20 4010

@

20 60

Scale 1:1000PLAN A1

Key Plan

NTS

Proposed Riparian Extents

Existing Riparian Corridor to be Relocated

New Relocated Riparian Corridor

Existing Riparian Extents

Existing Top of Bank

Riparian Offset Area 2

1:1000

Riparian Offset Area 1

1:1000

Offset area 2

Offset area 1

Existing top of bank

Existing riparian extents

Proposed riparian extents

Existing riparian extents

Existing top of bank

Proposed riparian extents

Riparian corridor

Riparian corridor

0 100502510

@Scale 1:1500PLAN A1

TFW

P:\Parramatta\Projects\33xxxx\334311\06 CAD\6_4 Working drawings\Civil\Autocad\1_IS_Riverstone East\Drawings\Water

Cycle\MMD-334311-C-DR-RE-XX-0270.dwg May 11, 2016 - 6:02PM sin55925

Riverstone East Precinct

Water Cycle Management Plan

Proposed Riparian Corridor

Offset Plan

JT .

ADS .

GC .

GL .

GL .

CJA .

As Shown PRE

MMD-334311-C-DR-RE-XX-0270

P1

Level 10, 383 Kent Street

Sydney, NSW 2000

Australia

PO Box Q1678

QVB Sydney NSW 1230

+61 (0)2 9098 6800

-

www.mottmac.com

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Post Exhibition Amendments

P1 11.05.16 ADS GL CJAIssued for Post Exhibition Amendments

Validated Watercourse