2
DRG NO. AS SHOWN 23/04/2021 REV STATUS DATE DESCRIPTION VERSION DETAILS: FILENAME: REV. COUNCIL: TITLE: AUTHORISED: DESIGNED: DRAWN: DATE: DATE: DATE: SCALE: DATE PRINTED: P:\1209\1209_6\E\2 - Design\6 - DGN\R04.dgn www.charltondegg.com.au SUITE 1, LEVEL 1, 84 MT ELIZA WAY, MT ELIZA VIC 3930 C.DAVIDSON C.DAVIDSON A.CHARLTON APR 2021 APR 2021 APR 2021 SHEET OF 01 SERVICE OFFSETS SERVICE OFFSETS ARE MEASURED (m) FROM THE TITLE BOUNDARY UNLESS OTHERWISE SPECIFIED * SERVICE OFFSETS ARE MEASURED (m) FROM BACK OF KERB Street Gas Water Comms Elec. Lighting SERVICE OFFSETS NDW Sewer E 1.85 E 2.35 E 2.85 W 1.85 W 2.60 1.00 BOK W RUBATO STREET 1.00 E 1.85 E 2.35 E 2.85 W 1.85 W 2.60 1.00 BOK - S 1.85 S 2.35 S 2.85 N 1.85 N 2.60 1.00 BOK - - W 1.00 W 1.50 W 2.00 E 0.20 E 0.70 1.00 BOK - - MILFORD STREET SESAME STREET MURRUMBRIDGE DRIVE - GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. SHOULD BE PROVEN ON SITE. NO GUARANTEE IS APPROXIMATE ONLY AND THEIR EXACT POSITION THE LOCATIONS OF UNDERGROUND SERVICES ARE BEWARE OF UNDERGROUND SERVICES WARNING STOP days before starting activity. 03 9632 9961 at least 2 business (see duty of care) contact Telstra encroachment distances if your activities are within Major Cables exist in the area, 01 01 FOOTPATH KERB AND CHANNEL VEHICULAR CROSSOVER T TELECOMMUNICATION ELECTRICITY NON DRINKING WATER DRINKING WATER GAS } } CONDUITS CONDUITS PROPERTY INLET PROPOSED DRAINAGE, PIT, HOUSE DRAIN AND FUTURE DRAINAGE AND PIT EXISTING DRAINAGE AND PIT AND 0.00 DRAINAGE PIT NUMBER T DW NDW ELECTRICITY MAIN GAS MAIN DRINKING WATER MAIN NON DRINKING WATER MAIN S SEWER MAIN, MANHOLE AND MAINTENANCE SHAFT PROPOSED FILL AREAS PROPOSED CUT AREAS E00.00 D00.00 B00.00 EXISTING SURFACE LEVEL DESIGN SURFACE LEVEL TOP OF BATTER LEVEL #1 STREET NAME SIGN LOT SLOPE DIRECTION PERMANENT SURVEY MARK TEMPORARY BENCH MARK LEGEND E G E G H 000D Ex000D Fut D RETAINING WALLS TELECOMMUNICATION MAIN 000D (COUNCIL ASSET) MELBOURNE WATER SCHEME DRAINAGE AND PIT TW00.00 RETAINING WALL LEVEL (Not to Scale) B OUNDA R Y L I N E 2.00 1 : 30 1 : 6 1 . 3 m A PP R OX STAGE 5 FUTURE STAGE FUTURE DEVELOPMENT STAGES TYPICAL FILL BATTER SECTION ABUTTING 5 0 10 20 30m 1:500 at A1 N 000D AND PITS PROPOSED COUNCIL MAIN DRAINAGE PIPES S AND SEWER PROPERTY BRANCHES - BY FHDB SEWER MAIN, MANHOLE, MAINTENANCE SHAFT FUNCTIONAL LAYOUT PLANS STAGE 6 BALLARTO ROAD - CLYDE RIVERFIELD BROWN PROPERTY GROUP 1209_6/FLP W - * PROPOSED ELECTRICAL KIOSK LOCATION * DETAIL PLAN & SERVICE OFFSET TABLE 1 S EE S H EETR 05 F O R C ON T I NUA T I ON V E NU E C T U R N E D W ND W G T E E E T ND W D W ND W G CR E S C E N T ANDAN TE B A R I T ON E C OU R T 2 . 5 m S E 2 . 5 m S E 2 . 5 m S E 2 . 5 m S E 2 . 5 m S E 2 . 5 m S E E E T E E T E T E E E E E E E E E T E E T E E T E E T E E T E E T E E E E G W G W G W W G W G W G W G W G W G W G W G W G W G W G W G W G W G W G G W D W ND W G E E T T S S S S S S S S S T E E F I ET S C L O S E E X . 547 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 E X . 543 E X . 544 E X . 545 E X . 546 E X . 518 E X . 519 E X . 520 E X . 521 E X . 522 E X . 523 E X . 524 E X . 525 E X . 526 E X . 527 E X . 528 E X . 529 E X . 530 E X . 531 E X . 532 E X . 533 E X . 534 E X . 535 E X . 516 E X . 517 51 2 m ² 512 m ² 448 m ² 400 m ² 44 8 m ² 512 m ² 512 m ² 448 m ² 448 m ² 400 m ² 448 m ² 448 m ² 5 1 2 m ² 476 m ² 507m² E D W ND W G T T E D W G ND W E H T E H E T E D W G E T E E T E D W ND W G T E ND W E E T E T E 16 1 6 16 16 16 16 16 1 6 16 1 6 1 6 16 2 4 5 16 32 360 . 63 15 4 0 . 9 4 29 32 14 12 . 5 0 14 14 14 12 . 5 0 14 14 12 29 4 . 24 4 . 24 14 1 2 . 50 14 14 14 12 . 50 14 14 32 32 32 32 32 32 32 32 32 32 32 32 360 . 63 E T E T E H H H H H H H H H H H H E T E E 10 . 45 E 13 . 73 E 10 . 01 E 11 . 83 E 10 . 02 E 11 . 85 E 10 . 00 E 10 . 13 E 10 . 18 E 11 . 84 E 10 . 08 E 10 . 17 E 10 . 31 E 10 . 47 E 10 . 63 E 10 . 57 E 10 . 39 E 10 . 36 E 10 . 38 E 10 . 34 E 10 . 28 E 10 . 32 E 10 . 31 E 10 . 47 E 13 . 93 E 13 . 33 E 13 . 27 E 10 . 49 E 10 . 31 E 10 . 39 E 10 . 33 E 10 . 45 E 10 . 28 E 10 . 62 E 10 . 36 E 10 . 73 E 10 . 35 E 10 . 75 E 10 . 37 E 10 . 72 E 10 . 48 E 10 . 69 E 10 . 61 E 10 . 56 E 10 . 54 E 10 . 36 E 10 . 38 E 10 . 18 E 10 . 28 D 10 . 44 D 10 . 61 D 11 . 13 D 10 . 00 D 10 . 63 D 10 . 20 D 10 . 26 D 10 . 21 D 10 . 21 D 10 . 42 D 10 . 5 8 D 10 . 6 9 D 10 . 6 9 D 10 . 57 D 10 . 64 D 1 0 . 8 5 D 10 . 91 D 10 . 88 D 10 . 87 D 10 . 96 D 11 . 10 D 11 . 13 D 11 . 05 D 10 . 91 D 11 . 06 D 10 . 91 D 11 . 13 D 10 . 74 D 10 . 99 D 10 . 63 D 10 . 87 D 10 . 56 D 10 . 8 9 D 10 . 69 D 10 . 8 9 D 10 . 56 D 10 . 73 D 10 . 39 D 10 . 60 D 10 . 33 D 10 . 6 6 D 10 . 51 D 10 . 71 D 10 . 63 D 10 . 22 D 10 . 43 D 10 . 1 4 D 10 . 33 D 10 . 97 D 10 . 92 D 10 . 94 E 11 . 82 E 11 . 82 D 10 . 00 E 9 . 95 E 9 . 91 D 9 . 95 B 10 . 30 B 10 . 30 B 10 . 30 B 10 . 30 B 10 . 55 B 10 . 55 B 10 . 55 B 10 . 73 B 10 . 73 B 10 . 73 T E M P O R A R Y C U T O FF D R A I N TE M P O R A R Y C U T O FF D R A I N TE M P O R A R Y C U T O FF D R A I N 6 00 D 600 D 600 D 5 25 D 525 D 300 D 3 0 0 D 300 D C h155 . 21 C h718 . 71 C h734 . 71 C h748 . 71 C h762 . 71 C h775 . 21 C h789 . 21 C h803 . 21 C h819 . 21 C h835 . 21 C h849 . 21 C h861 . 71 C h875 . 71 C h891 . 71 C h907 . 71 S T R EET S E S A M E S T R EET S E S A M E S T R EET R U B A T O B A R I T ON E C OU R T 27 . 8 27 . 9 27 . 10 27 . 11 27 . 12 27 . 13 40 . 1 40 . 2 30 . 1 31 . 1 20 . 1 26 . 1 3 00 D 300 D 300 D 300 D 300 D 3 0 0 D R OAD B ELL S S T AG E 5 E X I S T I NG S T AG E 5 E X I S T I NG S T AG E 5 E X I S T I NG

BEWARE OF UNDERGROUND SERVICES STOP

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DRG NO.

AS SHOWN

23/04/2021

REV STATUSDATE DESCRIPTION

VERSION DETAILS:

FILENAME:

REV.

COUNCIL:

TITLE:

AUTHORISED:

DESIGNED:

DRAWN: DATE:

DATE:

DATE:

SCALE:

DATE PRINTED:

P:\1209\1209_6\E\2 - Design\6 - DGN\R04.dgn

www.charltondegg.com.au

SUITE 1, LEVEL 1, 84 MT ELIZA WAY, MT ELIZA VIC 3930

C.DAVIDSON

C.DAVIDSON

A.CHARLTON

APR 2021

APR 2021

APR 2021

SHEET OF 01

SERVICE OFFSETS

SERVICE OFFSETS ARE MEASURED (m) FROM THE TITLE BOUNDARY UNLESS OTHERWISE SPECIFIED

* SERVICE OFFSETS ARE MEASURED (m) FROM BACK OF KERB

Street Gas Water Comms Elec. Lighting

SERVICE OFFSETS

NDW Sewer

E 1.85 E 2.35 E 2.85 W 1.85 W 2.60 1.00 BOK WRUBATO STREET 1.00

E 1.85 E 2.35 E 2.85 W 1.85 W 2.60 1.00 BOK -

S 1.85 S 2.35 S 2.85 N 1.85 N 2.60 1.00 BOK --

W 1.00 W 1.50 W 2.00 E 0.20 E 0.70 1.00 BOK -

-MILFORD STREET

SESAME STREET

MURRUMBRIDGE DRIVE -

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.SHOULD BE PROVEN ON SITE. NO GUARANTEE ISAPPROXIMATE ONLY AND THEIR EXACT POSITION

THE LOCATIONS OF UNDERGROUND SERVICES ARE

BEWARE OF UNDERGROUND SERVICES

WARNINGSTOP

days before starting activity. 03 9632 9961 at least 2 business(see duty of care) contactTelstra encroachment distancesif your activities are withinMajor Cables exist in the area,

0101

FOOTPATH

KERB AND CHANNEL

VEHICULAR CROSSOVER

TTELECOMMUNICATIONELECTRICITY

NON DRINKING WATERDRINKING WATERGAS

}

}

CONDUITS

CONDUITS

PROPERTY INLETPROPOSED DRAINAGE, PIT, HOUSE DRAIN AND

FUTURE DRAINAGE AND PITEXISTING DRAINAGE AND PIT AND

0.00 DRAINAGE PIT NUMBER

T

DW

NDW

ELECTRICITY MAIN

GAS MAIN

DRINKING WATER MAIN

NON DRINKING WATER MAIN

S SEWER MAIN, MANHOLE AND MAINTENANCE SHAFT

PROPOSED FILL AREAS

PROPOSED CUT AREAS

E00.00

D00.00

B00.00

EXISTING SURFACE LEVEL

DESIGN SURFACE LEVEL

TOP OF BATTER LEVEL

#1 STREET NAME SIGN

LOT SLOPE DIRECTION

PERMANENT SURVEY MARK

TEMPORARY BENCH MARK

LEGEND

E

G

E

G

H

000D

Ex000D

Fut D

RETAINING WALLS

TELECOMMUNICATION MAIN

000D(COUNCIL ASSET)MELBOURNE WATER SCHEME DRAINAGE AND PIT

TW00.00 RETAINING WALL LEVEL

(Not to Scale)

BO

UN

DA

RY L

INE

2.00

1:301:6

1.3

mAPP

RO

X

STAGE 5FUTURE STAGE

FUTURE DEVELOPMENT STAGESTYPICAL FILL BATTER SECTION ABUTTING

5 0 10 20 30m

1:500 at A1

N

000D AND PITS PROPOSED COUNCIL MAIN DRAINAGE PIPES

SAND SEWER PROPERTY BRANCHES - BY FHDBSEWER MAIN, MANHOLE, MAINTENANCE SHAFT

FUNCTIONAL LAYOUT PLANS STAGE 6BALLARTO ROAD - CLYDERIVERFIELDBROWN PROPERTY GROUP

1209_6/FLP

W

-

*PROPOSED ELECTRICAL KIOSK LOCATION

*

DETAIL PLAN & SERVICE OFFSET TABLE 1

SEE S

HEET R

05 F

OR C

ON

TIN

UATIO

N

AVE

NU

E

NO

CT

UR

NE

DWNDW

G

TE

E

ET

ND

W

DWNDWG

CRESCENT

ANDANTE

BA

RIT

ON

E C

OU

RT

2.5

m S E

2.5m S E

2.5m S E

2.5m S E

2.5m S E

2.5m S E

E

ET

EET

ET

E

E

E

E

E

E

E

E

E

TE

E

TE

E

TE

E

TE

E

TE

E

TE

E

E

E

G W

G W

G W

WG

WG W

G WG W

G WG W

G

WG W

G WG W

G WG W

G WG W

G

GW

DW

ND

WG

E

E

T

T

S

S

S

S

S

S

S

S

S

TE

E

FIETS CLOSE

EX. 547

601602

603604

605606

607608

609610

611612

613614

615

EX. 543

EX. 544

EX. 545

EX. 546

EX. 518

EX. 519EX. 520

EX. 521EX. 522

EX. 523

EX. 524

EX. 525

EX. 526

EX. 527

EX. 528

EX. 529

EX. 530EX. 531

EX. 532

EX. 533EX. 534

EX. 535

EX. 516

EX. 517

512m²512m²

448m²

400m²448m²

512m²

512m²

448m²448m²

400m²448m²

448m²512m²

476m²

507m²

E

DW

ND

WG

T

TE

DWG NDW

E

H

TE

HE

TE

DW

G

E

T

E

E

TE

DWNDW

G

T

E

NDW

E

ET

E

TE

16

16

16

16

16

16

16

16

16

16

16

16

245

16

32

360.63

15

40.94

29

32

1412.50

14

14

14

12.50

14 14

12

29

4.24

4.24

1412.50

14

14

1412.50

14

14

32

32

32

32

32

32

32

32

32

32

32

32

360.63ET

ET

E

H

H

H

H

H

H

H

H

H

H

H

H

E

TE

E10.45

E13.73

E10.01

E11.83

E10.02

E11.85

E10.00

E10.13

E10.18

E11.84

E10.08

E10.17E1

0.31E1

0.47E1

0.63E1

0.57E1

0.39E1

0.36E1

0.38

E10.34

E10.28E1

0.32E1

0.31E1

0.47E1

3.93

E13.33

E13.27

E10.49

E10.31

E10.39

E10.33

E10.45

E10.28

E10.62

E10.36

E10.73

E10.35

E10.75

E10.37

E10.72

E10.48

E10.69

E10.61

E10.56

E10.54

E10.36

E10.38

E10.18

E10.28

D10.44

D10.61

D11.13

D10.00

D10.63

D10.20

D10.26

D10.21D

10.21

D10.42

D10.58

D10.69D

10.69

D10.57

D10.64D

10.85D

10.91

D10.88

D10.87

D10.96

D11.10

D11.13

D11.05

D10.91

D11.06

D10.91

D11.13

D10.74

D10.99

D10.63

D10.87

D10.56

D10.89

D10.69

D10.89

D10.56

D10.73

D10.39

D10.60

D10.33

D10.66

D10.51

D10.71

D10.63

D10.22

D10.43

D10.14

D10.33

D10.97

D10.92

D10.94

E11.82E11.82

D10.00

E9.95

E9.91

D9.95

B10.30

B10.30

B10.30

B10.30

B10.55

B10.55B1

0.55

B10.73B1

0.73B1

0.73

TEMPORARY CUT OFF DRAIN

TEMPORARY CUT OFF DRAIN

TEMPORARY CUT OFF DRAIN

600D

600D

600D

525D

525D

300D

300D

300D

Ch155.21

Ch718.71

Ch734.71

Ch748.71

Ch762.71

Ch775.21

Ch789.21

Ch803.21

Ch819.21

Ch835.21

Ch849.21

Ch861.71

Ch875.71

Ch891.71

Ch907.71

STREET

SESAME

STREET

SESAME

STR

EET

RU

BAT

O

BA

RIT

ON

E C

OU

RT

27.8

27.9

27.10

27.11

27.1227.13

40.140.2

30.1

31.1

20.1

26.1

300D 300D

300D

300D

300D300D

RO

AD

BELLS

STAGE 5

EXISTING

STAGE 5

EXISTING

STAGE 5

EXISTING

TE E

T

E

E

E

TE

G W

G W

G W

G W

G W

E

E

DRG NO.

AS SHOWN

23/04/2021

REV STATUSDATE DESCRIPTION

VERSION DETAILS:

FILENAME:

REV.

COUNCIL:

TITLE:

AUTHORISED:

DESIGNED:

DRAWN: DATE:

DATE:

DATE:

SCALE:

DATE PRINTED:

P:\1209\1209_6\E\2 - Design\6 - DGN\R05.dgn

www.charltondegg.com.au

SUITE 1, LEVEL 1, 84 MT ELIZA WAY, MT ELIZA VIC 3930

C.DAVIDSON

C.DAVIDSON

A.CHARLTON

APR 2021

APR 2021

APR 2021

SHEET OF 01

SERVICE OFFSETS

SERVICE OFFSETS ARE MEASURED (m) FROM THE TITLE BOUNDARY UNLESS OTHERWISE SPECIFIED

* SERVICE OFFSETS ARE MEASURED (m) FROM BACK OF KERB

Street Gas Water Comms Elec. Lighting

SERVICE OFFSETS

NDW Sewer

E 1.85 E 2.35 E 2.85 W 1.85 W 2.60 1.00 BOK WRUBATO STREET 1.00

E 1.85 E 2.35 E 2.85 W 1.85 W 2.60 1.00 BOK -

S 1.85 S 2.35 S 2.85 N 1.85 N 2.60 1.00 BOK --

W 1.00 W 1.50 W 2.00 E 0.20 E 0.70 1.00 BOK -

-MILFORD STREET

SESAME STREET

MURRUMBRIDGE DRIVE -

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.SHOULD BE PROVEN ON SITE. NO GUARANTEE ISAPPROXIMATE ONLY AND THEIR EXACT POSITION

THE LOCATIONS OF UNDERGROUND SERVICES ARE

BEWARE OF UNDERGROUND SERVICES

WARNINGSTOP

days before starting activity. 03 9632 9961 at least 2 business(see duty of care) contactTelstra encroachment distancesif your activities are withinMajor Cables exist in the area,

0202

FOOTPATH

KERB AND CHANNEL

VEHICULAR CROSSOVER

TTELECOMMUNICATIONELECTRICITY

NON DRINKING WATERDRINKING WATERGAS

}

}

CONDUITS

CONDUITS

PROPERTY INLETPROPOSED DRAINAGE, PIT, HOUSE DRAIN AND

FUTURE DRAINAGE AND PITEXISTING DRAINAGE AND PIT AND

0.00 DRAINAGE PIT NUMBER

T

DW

NDW

ELECTRICITY MAIN

GAS MAIN

DRINKING WATER MAIN

NON DRINKING WATER MAIN

S SEWER MAIN, MANHOLE AND MAINTENANCE SHAFT

PROPOSED FILL AREAS

PROPOSED CUT AREAS

E00.00

D00.00

B00.00

EXISTING SURFACE LEVEL

DESIGN SURFACE LEVEL

TOP OF BATTER LEVEL

#1 STREET NAME SIGN

LOT SLOPE DIRECTION

PERMANENT SURVEY MARK

TEMPORARY BENCH MARK

LEGEND

E

G

E

G

H

000D

Ex000D

Fut D

RETAINING WALLS

TELECOMMUNICATION MAIN

000D(COUNCIL ASSET)MELBOURNE WATER SCHEME DRAINAGE AND PIT

TW00.00 RETAINING WALL LEVEL

(Not to Scale)

BO

UN

DA

RY L

INE

2.00

1:301:6

1.3

mAPP

RO

X

STAGE 5FUTURE STAGE

FUTURE DEVELOPMENT STAGESTYPICAL FILL BATTER SECTION ABUTTING

5 0 10 20 30m

1:500 at A1

N

000D AND PITS PROPOSED COUNCIL MAIN DRAINAGE PIPES

SAND SEWER PROPERTY BRANCHES - BY FHDBSEWER MAIN, MANHOLE, MAINTENANCE SHAFT

FUNCTIONAL LAYOUT PLANS STAGE 6BALLARTO ROAD - CLYDERIVERFIELDBROWN PROPERTY GROUP

1209_6/FLP

W

-

DETAIL PLAN & SERVICE OFFSET TABLE 2

SEE S

HEET R

04 F

OR C

ON

TIN

UATIO

N

STR

EET

RU

BAT

O

DW

ND

WG

ET

TE

DWNDW

2.5

m S E

2.5

m S E

2.5m S E

E

ET

E

ET

EET

GW

E

E

E

TE

E

TE

WG W

G WG

S

S

S

S

612613

614

615616 617

618

619

620

621

622

623

624

625

626

627

628

629

630631

632633

634

EX. 518

EX. 519EX. 520

EX. 521EX. 522

EX. 523

EX. 514

EX. 515

EX. 516

EX. 517

EX. 420

EX. 415

EX. 413

448m²448m²

512m²

476m²

507m²

448m²508m²

263m²

263m²

263m²

263m²

225m²

263m²

313m²

313m²

313m²

313m²

313m²

368m²

476m²

448m²

400m²448m²

448m²

DW

ND

W

G

ET

ND

WD

WG

ET

ET

E

H

ET

E

NDW

DWH

DW

G

T

E

H

NDW

TE

EH

E

TE

H

G

DW

G

E

TE

ND

W

16

16

16

16

16

245

16

227.50

73.21

4

16

16

32

25

44.50

116.21

7.07

15

37

1214

12.50 14

14

29

29

12.50

12.50

12.50

12.50

10.71

12.50

15

21

17

14.71

12.50

12.50

12.50

12.50

29

32

230.50

7.07

1314

13

14 14

12

4.24

4.24

29

4.24

4.24

14

14

12.5014

14

14.71

12.50

12.50

12.50

12.50

12.50

12.50

10.71

12.50

12.50

12.50

12.50

21

21

21

21

21

32

32

360.63

21

25

25

25

25

25

25

32

32

32

32

32

32

14

12.50

T

E

H

H

H

H

ET

E

H

H

H

E

TE

GW

GW

GW

GW

GW

GW

H

H

HH

H

T E

E

TE

E

TE E

H

H

H

H

H

H

E10.45

E9.77

E9.87

E10.01

E9.85

E10.02

E9.68

E9.70

E9.70

E9.67

E9.82E9.87

E10.00

E10.13

E10.18

E9.87

E9.91

E9.89

E9.89

E9.86

E9.47E9

.52E9

.65

E9.48

E9.44

E10.08

E10.17E1

0.31

E10.36

E10.38

E10.18

E10.28

E9.89

E9.80

E9.95

E9.66

E9.62

E9.49

E9.43

E9.52

E9.45

E9.64

E9.46

E9.76

E9.55

E9.88

E9.68

E9.44

E9.41

E9.47

E9.60

E9.51

E9.69

E9.64

E9.75

E9.74

E9.76

E9.83

E9.79

E9.69

D10.44

D10.14

D10.00

D9.71

D9.84

D9.81

D9.68

D9.97D

9.99

D10.04

D9.99

D10.20

D10.26

D10.21

D9.97

D9.97

D9.99

D10.12

D9.92

D10.01

D10.09D

10.03

D9.96

D9.92

D10.21

D10.42

D10.58

D10.63

D10.22

D10.43

D10.14

D10.33

D9.85

D9.79

D9.91

D9.74

D9.79

D9.78

D9.94

D9.75

D9.93

D9.78

D9.95

D9.84

D10.01

D9.90

D10.08

D9.95

D9.90

D10.00

D9.65

D10.08

D9.87

D10.03

D9.84

D10.11

D9.70

D10.07

D9.77

D9.57

D10.00

E9.95

E9.91

D10.10

D10.16

E9.90

D10.03

E9.94

D10.02

E9.95

D9.95

E9.97

D9.94

E9.97

D9.97

E9.96

E9.91

D9.95

D9.91

E9.84

E9.81

D9.89

D9.87

E9.80

D9.88

E9.80

E9.80

D9.89

E9.68

D9.74

E9.54

D9.74

E9.57

D9.72

D9.90

E9.48

B9.95

B9.95

B9.95

B9.95

B9.95

B9.95

B9.95

B9.95

B9.95

B9.89B9

.89

B9.89B9

.89

B10.07

B10.07

B10.07B1

0.07B1

0.30

B10.30

B10.30

B10.30

TEMPORARY AG AT EDGE STRIPAND "NO ROAD"SIGN

CONCRETE EDGE STRIP

AROUND TURNING AREAWITH POST & WIRE FENCE

(150mm DEPTH OF CLASS 3 CR)TEMPORARY TURNING CIRCLE

TE

MP

OR

AR

Y C

UT O

FF D

RAIN

TE

MP

OR

AR

Y C

UT O

FF D

RAIN

TEMPORARY CUT OFF DRAIN

TEMPORARY CUT OFF DRAIN

825D

825D

600D

600D

600D

600D

600D

Ch155.21

Ch718.71

Ch53.00

Ch57.00

Ch65.50

Ch69.50

Ch78.00

Ch82.00

Ch90.50

Ch94.50

Ch103.00

Ch105.21

Ch115.50

Ch117.71

Ch128.00

Ch130.21

Ch140.50

Ch142.71

Ch155.21

Ch556.21

Ch570.21

Ch584.21

Ch596.71

Ch610.71

Ch657.71

Ch671.71

Ch734.71

Ch748.71 STREET

SESAME

STREET

SESAME

STR

EET

RU

BAT

O

STR

EET

MIL

FO

RD

STR

EET

MIL

FO

RD

DRIV

E

MU

RR

UM

BRID

GE

27.4P

27.5

27.6

27.7

27.8

27.9

2.5m S E

2.5m S E

2.5m S E

2.5

m S E

2.5

m S E

65.1

65.2

65.365.4

39.139.2

35.1

35.2

106.1

TEMPORARY OUTFALL DRAIN

112.2

111.2

112.3

111.3

40.140.2

32.1

30.1

825D

300D300D

300D 300D

300D

300D

450D

450D

450D

375D

300D

300D

300D

300D

S

STAGE 12

FUTURE

FUT. 1230 FUT. 1227

FUT. 1228

FUT. 1229

FUT. 1231

FUT. 1232

FUT. 1233

FUT. 1234

STAGE 4

EXISTING

EX. 416EX. 414

STAGE 5

EXISTING

FUT. 1222