k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

(CB) Easement for sewer gravity main - variable width

Contour Interval - 0.5m

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

SAWYERS AVENUE

NBNEPl IAD

HC

H

FUTURE STAGE302

(CB)

EASEMENTS

FUTURE WORKS

34.358

19.501

19.5

34.141

LOT 301McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

301

Layback Kerb & GutterKIP

SJ

MGA

Top of Bank

Toe of Bank

0 3 6 9 12 15

1cm = 3m

1:300

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

(CB) Easement for sewer gravity main - variable width

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

Layback Kerb & Gutter

SAWYERS AVENUEKIP

NBNEPl

IADHC

H

303

(CB)

EASEMENTS

34.358

22.101

22.1

34.605

LOT 302McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

302301 (CC)

(CC) Easement to drain water - 3 wide

SJ

Top of Bank

Toe of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

(CB,CC)

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

(CB) Easement for sewer gravity main - variable width

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

Layback Kerb & Gutter

SAWYERS AVENUEKIP

NBNEPl IAD

HC

304

(CB)

EASEMENTS

34.605

19.501

19.5

34.823

LOT 303McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

303302

SJ

Existing TreeExisting Trees

Top of Bank

Toe of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

Layback Kerb & Gutter

SAWYERS AVENUEKIP

NBNEPl

IAD

HC

H

305

(CB)

34.823

18.976

22.478

25.474

LOT 304McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

304303 (CC)1

0

.

1

7

9

(CB) Easement for sewer gravity main - variable width EASEMENTS

(CC) Easement to drain water - 3 wide

SJ

KIP

Top of Bank

Toe of Bank

SwP

SwP

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

Existing TreesExisting Trees

(CB,CC)

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

SAW

YERS

NBNEP

l

IAD

HC

H

306

(CB)

3

4

.

9

3

9

4

1

.1

4

6

2

5

.4

7

4

1

2

.7

8

4

LOT 305McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

305

304

(CD)

(CB) Easement for sewer gravity main - variable width EASEMENTS

(CD) Easement to drain water - variable width

SJ

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

1

2

.7

8

4

1

2

.7

8

4

1

2

.7

8

4

1

2

.7

8

4

1

2

.7

8

4

10.136

6.694

Top

of B

ank

Toe

of B

ank

Existing Tree

Layb

ack

Kerb

& G

utte

r

AVEN

UE

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

Layb

ack

SAW

YERS

KIP

NBNEPl

IAD

HC

102DP 1261218

(CB)

2

4

.

1

4

1

56.9

0

4

1

.1

4

6

1

3

.

6

4

8

LOT 306McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:400@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

306

305

(CD)

(CB) Easement for sewer gravity main - variable width EASEMENTS

(CD) Easement to drain water - variable width

8

.

8

0

3

5.706

AVEN

UE

Kerb

& G

utte

r

SJ

KIP

Contour Interval - 0.5m

Top

of B

ank

40 8 12 16 20

1cm = 4m

1:400

Existing Tree

KIP

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

Layback

SAW

YERS

KIP

NBNEPl

IAD

HC

123 DP 1261218

(CB)

20.521

34.456

LOT 307McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

307 308

(AH)

20.033

6

.

0

AVEN

UE

Kerb & G

utter

1

.2

2

4

ELM AVENU

E

(CE)

(CE)

Layb

ack

Kerb

& G

utte

r

SJ

LP

38.253

EASEMENTS(AH) Easement for multi purpose electrical installation 4.2 wide (DP1261218)(CB) Easement for sewer gravity main - variable width(CE) Easement for maintenance and repair - 1 wide

Top of Bank

Existing Tree

Toe

of B

ank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

Foot

path

KIP

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

Layback

NBNEPl

IADHC

123DP 1261218

(CB)

13.3

37

LOT 308McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah31.08.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

308 309

(CB) Easement for sewer gravity main - variable width EASEMENTS

(CE) Easement for maintenance and repair 1 wide

19.0

27

Kerb & Gutter

6.256

ELM AVENUE

(CE)

(CE)

307

122DP 1261218

(CE)

3

8

.

2

5

3

37.006

SJ

Top of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

LP

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

LaybackKIP

NBNEPl

IADHC

122DP 1261218

(CA)

17.0

LOT 309McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

309 310

(CE)

17.0

Kerb & Gutter

ELM AVENUE

(CE)

(CE)308

121DP 1261218

37.995

37.006

SJ

(CA) Easement for sewer gravity main - 3 wide EASEMENTS

(CE) Easement for maintenance and repair 1 wide

Top of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

Layback KIP

NBN

EPtIADHC

122DP 1261218

(CA)

18.0

LOT 310McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

310 311

18.0

Kerb & Gutter

ELM AVENUE

(CE)

(CE)

309

121DP 1261218

(CE)

39.042

37.995

SJ

(CA) Easement for sewer gravity main - 3 wide EASEMENTS

(CE) Easement for maintenance and repair 1 wide

LP

EPl

Top of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

LaybackKIP

NBN

LP

IADHC

120 DP 1261218

(CA)

LOT 311McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

311 312

36.7

97

Kerb & Gutter

ELM AVENUE(CE)

(CE)

310

119 DP 1261218

(CE)

41.262

39.042

SJ

(CA) Easement for sewer gravity main - 3 wide EASEMENTS

(CE) Easement for maintenance and repair 1 wide

EPt

38.0

85

Top of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

Existing TreeExisting TreeTo Be Retained

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

Layback KIP

NBN

EPlIAD

118 DP1261218

(BB)

19.0

11

LOT 312McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

312

7.9

55

Kerb & Gutter

ELM AVENUE

(CE)

(CE)

311

207DP 1266943

(CE)

41.299

41.262

11.1

03

(CB)

LP

SJ

EASEMENTS(BB) Easement for sewer gravity main - variable width (DP1266943)(CB) Easement for sewer gravity main - variable width(CE) Easement for maintenance and repair 1 wide

HC

Top of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

LaybackKIP

NBN

EPl

IADHC

H

(BB)

LOT 313McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

313

20.938

Kerb & GutterELM AVENUE

206DP 1266943

(CE)33.77

28.679

5

.

0

(CB)

CHER

RYLA

NE

6.2

62

10.5

2

FUTURE STAGE

Layb

ack

Kerb

& G

utte

rSJ

EASEMENTS(BB) Easement for sewer gravity main - variable width (DP1266943)(CB) Easement for sewer gravity main - variable width(CE) Easement for maintenance and repair 1 wide

NBN

Top of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

Top of Bank

Footpath

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

LaybackKIP

NBN

LPIAD

HC

LOT 314McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

314

(CB) Easement for sewer gravity main - variable width EASEMENTS

(CE) Easement for maintenance and repair - 1 wide

Kerb & Gutter

ELM AVENUE

(CE)

30.854

28.005

5

.

0

(CB)

CHER

RYLA

NE

16.77

1

FUTURE STAGE

Layb

ack

Kerb

& G

utte

r

(CE)

315

SJ

EPl

Top

of B

ank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

NBN

Footpath

21.411

Top of Bank

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

LaybackKIP

NBNEPl

IADHC

H

LOT 315McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

315

21.411

Kerb & Gutter

ELM AVENUE

(CE)

29.962

30.854

(CB)21

.48

FUTURE STAGE

314316

(CE)

(CB) Easement for sewer gravity main - variable width EASEMENTS

(CE) Easement for maintenance and repair - 1 wide

SJ

Top of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

Layback KIP

NBNEPl

IADHC

H

LOT 316McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

316

23.7

26

Kerb & Gutter

ELM AVENUE

(CE)

4

7

.2

5

6

48.125

(CB)15.794

315

317(C

E)

Footpath

FUTURE STAGE

(CE)

SJ

EASEMENTS(CB) Easement for sewer gravity main - variable width(CE) Easement for maintenance and repair - 1 wide

Top of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

LaybackKIP

NBNEPl

IAD HC

H

LOT 317McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

317

24.1

59

Kerb & Gutter

ELM AVENUE

(CE)

4

7

.

9

0

8

4

7

.2

5

6

(CB)15.846

316

317(C

E)

Footpath

FUTURE STAGE

(CE)

EASEMENTS(CB) Easement for sewer gravity main - variable width(CE) Easement for maintenance and repair - 1 wide

SJ

Top of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

Layback KIP

NBNEPlIADHC

H

LOT 318McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

318

Kerb & Gutter

ELMAVENUE

(CE)

4

9

.

9

7

8

4

7

.

9

0

8

(CB)5.604

317(C

E)

Footpath

FUTURE STAGE

(CE)

319

320

13.0

42

EASEMENTS(CB) Easement for sewer gravity main - variable width(CE) Easement for maintenance and repair - 1 wide

SJ

Top of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

24.6

29

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

Layback

KIP

NBN

EPt

IAD

HC

H

LOT 319McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

319

Kerb & Gutter

ELM

AVENUE

(CE)

1

8

.

0

4

7

2

7

.

3

9

4

(CB)

318

(CD)

Foot

path

320

7

.0

2

2

.

5

2

5

3

3

.

7

6

1

5

.

3

5

6

(CB)

SAW

YERS

AVEN

UE

Layb

ack

Kerb

& G

utte

r

Footpath

EASEMENTS(CB) Easement for sewer gravity main - variable width(CD) Easement to drain water - variable width(CE) Easement for maintenance and repair - 1 wide

SJ

Top of Bank

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

Toe o

f Ban

k

SwP

KIP LP

(CE)

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

NBN

EPt

IAD

HC

LOT 320McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

320

(CE)

2

2

.

5

5

2

2

.

5

8

4

(CE)

318(CD)

Foot

path

321

3

3

.

7

6

1

3

5

.

0

(CB)

SAW

YERS

AVEN

UE

Layb

ack

Kerb

& G

utte

r319

FUTURE STAGE

EASEMENTS(CB) Easement for sewer gravity main - variable width(CD) Easement to drain water - variable width(CE) Easement for maintenance and repair - 1 wide

SJ

Toe o

f Ban

k

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

SwP

(CE)

LP

k:\jobs\2018\18126 - mccloy project management\surveying\autocad\stage 3\sales plan\18126_stage_3_sales_plan_rev1.dwg

Email: office@newtondennychapelle.com.auSurveyors Planners Engineers

Newton Denny Chapelle CLIENT:LOCATION:

DATE:SCALE:

LISMORE 31 Carrington St. Lismore 2480 PH: 6622 1011CASINO 100 Barker St. Casino 2470 PH: 6662 5000

CO

PY

RI

GH

TN

EW

TO

N D

EN

NY

C

HA

PE

LL

E

REF:DRAWN:

ABN : 86 220 045 469

Property Details:

(S) (S)

(W) (W)

Stormwater Drainage LineSewer LineWater Main

Site BoundaryEasement

SJ - Sewer Connection

IAD - Drainage ConnectionHC - House Connection - Water

KIP - Kerb Inlet PitSMH - Sewer Manhole

SwP - Stormwater Pit

EPl - Electricity PillarEPt - Electricity PitLP - Light PoleNBN - Pit

Retaining Wall

NOTE:Boundaries shown have been taken from an unregistered plan and finaldimensions and areas are subject to the issue of the Subdivision Certificateand registration of the final plan of subdivision with the LRS. Final lot dimensionsshould be confirmed prior to the commencement of any works.The finished surface levels and contours may vary to the design surface shownin this plan.The location of utility services shown have been derived from design plans only.The existence of any proposed easements or covenants should also be confirmed.Newton Denny Chapelle accepts no responsibility for any loss or damagesuffered, however so arising, to any person or corporation who mayuse or rely on this plan.This drawing is not to be reproduced without the inclusion of this disclaimer.

NBN

LP

IAD

HC

LOT 321McCLOY GROUPEastwood EstateInvercauld RoadGoonellabah15.06.201:300@A4 ps

18126-3(1)

LOT 200 DP 1266943SUBDIVISION OF

321

2

2

.

9

0

2

2

.

9

0

(CE)

Foot

path

3

5

.

0

3

5

.

0

(CB)

SAW

YERS

AVEN

UE

Layb

ack

Kerb

& G

utte

r

(CE)

FUTURE STAGE

FUTURE STAGE

EASEMENTS(CB) Easement for sewer gravity main - variable width(CE) Easement for maintenance and repair - 1 wide

SJ

SwP

Toe o

f Ban

k

Contour Interval - 0.5m

0 3 6 9 12 15

1cm = 3m

1:300

EPl