LEGEND

BM BENCHMARK

REDUCED LEVEL

A.H.D

AUSTRALIAN HEIGHT DATUM

SVSIE

STOP VALVE

LP LIGHT POLE

SSSMH SEWER MAINTENANCE HOLE

NBN PIT

GULLY PITGP

TREE

NBN

SWP

BOTTOM OF BANK

TOP OF BANK

EDGE OF BITUMEN

FENCE

SEWER INSPECTION EYE

STREET SIGN

STORMWATER PIT

W

TC TELECOMMUNICATIONS PIT

WATER SERVICE

T2

90

TREE VIDE ARBORIST

SVSVSVSVSV

GP

GP

GP

OLD

2 S

TO

RE

Y

BR

IC

K

DW

ELLIN

G

TIL

E R

O

O

F

N

o. 593

No. 589

TILE ROOF

DWELLIN

G

W/B

W

'

B

O

A

R

D

D

W

E

L

L

I

N

G

METAL

METAL ROOF

METAL SHED

FIBRE CEMENT DWELLING

METAL ROOF

No. 591

SHED

METAL

POST & WIRE FENCE

PO

ST

&

W

IRE

F

EN

CE

SEPTIC

TANK

TANK

SEPTIC

TANK

SEPTIC

TANK

SEPTIC

POWER POLE

HEADWALL

POWER POLE

PIT

POLE

POWER

G

A

R

D

E

N

G

A

R

D

E

N

G

A

R

D

E

N

G

A

R

A

G

E

B

R

I

C

K

C

O

N

C

R

E

T

E

D

R

IV

E

W

A

Y

GR

AV

EL D

RIV

EW

AY

STO

NE

DR

IVE

WA

Y

E

D

G

E

O

F

BIT

UM

EN

B

IT

U

M

E

N

S

H

O

U

L

D

E

R

N

A

T

U

R

A

L

W

A

T

E

R

C

O

U

R

S

E

GATE

GATE

W

IR

E F

EN

CE

P

O

S

T

&

R

A

IL

F

E

N

C

E

POST & WIRE FENCE

G

A

R

D

E

N

G

A

R

D

E

N

G

A

R

D

E

N

CY

CLO

NE

W

IRE

F

EN

CE

GATE

GATE

PO

ST

&

W

IR

E F

EN

C

E

PO

ST

&

W

IR

E F

EN

CE

G

A

R

D

E

N

G

A

R

D

E

N

POST & RAIL FENCE

PO

ST

&

W

IRE

F

EN

CE

FE

NC

E

W

I

R

E

P

O

S

T

&

SLAB

CONCRETE

GATE

PO

ST

&

W

IR

E F

EN

CE

PO

ST

&

W

IR

E F

EN

CE

GATE

TANK

CONCRETE

METAL SHED

PUMP HOUSE

NO

RTH

ERN

RO

AD

POST

&

WIRE

FENCE

SIE

SIESIE

SIESIE

SIESIE

SUBSOIL

GRAVEL

D

R

IV

E

W

A

Y

PP

PP

PP

PP

PP

PP

PP

D. P. 2 2 5 7 5 4

D. P. 2 2 5 7 5 4

2

3

2.082 ha. (Deed)

D. P. 2 2 5 7 5 4

2.081 ha. (Calc)

3.579 ha. (Calc)

3.592 ha. (Deed)

2.023 ha. (Deed & Calc.)

D. P. 2 2 5 7 5 4

2

D. P. 1 3 5 3 9 8

1

3

3

1

8

°

4

2

'1

0

"

3

3

3

°

5

3

'3

0

"

212°24'30"

301°

09'

30"

2

7

4

°

5

1

'

4

0

"

2

8

6

°

4

0

'

5

0

"

26°

20'

20"

296°

20'

20"

26°

20'

20"

118°50'50"

32°

39'

20"

118°

45'

10"

212°22'10"

122°46'10"

212°34'

30"

1

4

.4

4

5

1

3

.

5

8

3.72

43.845

2

4

.

0

8

5

3

4

.5

7

5

89.0

6

39.775

121.4

75

16.95

164.08

22.29

25.45

394.475

164.3

5

27°

55'

162.2

5

55'

27°

31°

10"

122°

34'

50'

50"

99.1

66.9

10"

49'

31°

252.025

224.85

150.965

1

7

.

8

5

4

.

9

7

SHED

SIE

wc

CH

AIN

WIR

E

FE

NC

E

CH

AIN

WIR

E

FE

NC

E

G

R

A

V

E

L

D

R

IV

E

W

A

Y

GRAVEL

SEE DIAGRAM 1

SHEET 2

PP

PP

PP

SEE DIAGRAM 2

SHEET 2

SEE DIAGRAM 3

SHEET 3

SEE DIAGRAM 4

SHEET 3

SEE DIAGRAM 5

SHEET 4

T286

T287

T285

T288

T289

T290

T291

T292

T293

T294

T295

T297

T296

T284

T301

T302

T303

T304

T305

T306

T307

T308

T309

T310

T311

T312

T313

T314

T315

A1A B C D E F G H I J K L M N O P

12

34

56

78

91

01

1

Proj.Man.

Council Ref.

L.G.A.

Drawn.

Date

Calc's

Principal:

Datum

Scale

Project:

Dwg File Ref. [Rev] - Sheet Ref.

Our

Ref.

Client Ref:© Craig & Rhodes

ACN 050 209 991DX 4408 EPPING

Tel. 9869-1855Fax. 9869-2341

reception@crhodes.com.auwww.craigandrhodes.com.au

ABN 77 050 209 991Level 4, Suite 40016-18 Cambridge StEPPING NSW 2121PO Box 233EPPING NSW 1710 A N N I V E R S A R Y

1 9 2 3 - 2 0 1 3AMEND. No.: DATE: DETAILS:01 01/08/2018 ADJOINING BUILDING INFORMATION ADDED

ORIGIN OF LEVELS: PM 7538 R.L. 186.339, A.H.D VIDE SCIMS DATED 10/05/02

AMEND. No.: DATE: DETAILS:02 14/08/2018 TREES ADDEDAMEND. No.: DATE: DETAILS:03 23/08/2018 ADJOINING LOT No. AMENDED

177-15

177-15G T01 [03] - SHEET 1OF 4

ANGLICARE

DETAIL SURVEY OVER LOT 1 D.P. 135398, LOTS 2 & 3 D.P. 225754, PART

OF LOT 2 D.P.1123753, No. 589 & 593 OLD NORTHERN ROAD AND No.7,

14 & 23 BLUE GUM DRIVE GLENHAVEN

1:600

04/08/2018

A.H.D HORNSBY

L.E. F.G. D.B

Survey Notes:-

Location of structures approximate only.

Any construction on or near the boundaries will require further

survey so that marks defining boundaries can be placed.

All set out levels must be referred to the bench mark.

The levels and details on this plan have been determined by stadia

methods and are within the general accepted accuracies for such

surveys. All set out levels must be referred to the bench mark.

Bearings and Distances are by deed only and are subject to Final

Survey. Except where shown by dimension, the relationship of

improvements to boundaries is diagrammatic only. The true

positions are subject to Final Survey.

Tree sizes are estimates and indicative only.

Services and utilities shown have been located by physical

evidence and/or by reference to service plans from the relevant

authorities. Subsurface utility information shown in accordance with

AS5488-2013 QL-D. Pits may not have been opened to verify the

type of utility. Excavation has not been carried out to confirm

underground location. Service details should be confirmed with the

relevant service authority during design and prior to

commencement of construction.

As part of your duty of care, please contact the following where

necessary :-

Ausgrid Ph. 131535

Dial Before You Dig Ph. 1100

Endeavour Energy Ph. 131081

Jemena Gas Company Ph. 131245

NBN Ph. 1800 881 816

Optus Communications Ph. 1800 505 777

Sydney Water Ph. 132092

Telstra Corporation Ph. 132203

This plan has been prepared for the exclusive use of the principal

as listed in the title block.

© Copyright Craig & Rhodes Pty. Ltd. 2018.

No part of this survey may be reproduced, stored in a retrieval

system or transmitted in any form without the express permission

of the copyright owner except as permitted under the Copyright Act

1968.

Any permitted downloading, electronic storage, display, print, copy

or reproduction of this survey should contain no alteration or

addition to the original.

These notes must not be erased.