//

/

ExS

ExS

ExS

ExS

ExE

ExE

ExE

ExT

ExT

ExT

>>

>>

> >> > > > > >

2m S

E

/

//

ExW

ExW

ExW ExG

ExG

ExG

ExS

ExS

ExS

ExS

ExS

ExS

ExS

ExS

ES15

1.90

ES15

1.66

ES15

2.49

ES15

0.30

BW14

6.37

BW14

7.61

ES15

0.60

ES14

9.27

BW14

4.95

ES14

9.80

BW14

5.56

ES15

0.50

BW14

6.93

ES15

2.00

ES15

2.45

ES15

1.86

ES15

2.06

ES15

1.80

ES15

1.55

ES15

1.72

ES15

1.33

ES15

1.27

ES14

9.41

BW14

4.92

FS15

1.30

FS15

1.23

FS15

1.38

FS15

1.06

FS15

1.15

FS15

1.29

FS15

1.22

FS15

1.16

FS15

1.10

FS15

1.03

FS15

0.98

FS15

1.25

FS15

1.54

FS15

1.30

FS15

0.98

TW14

8.61

TW14

7.93

TW14

7.37

TW14

6.56

TW14

5.95

TW14

5.92

TW14

5.71

FS15

1.47

FS15

1.41

FS15

1.35

FS15

1.28

BW14

4.71

FR14

8.69

FR14

8.01

FR14

7.45

FR14

7.64

FR14

6.03

FR14

6.00

FR14

5.79

ES14

7.61

ES14

6.93

ES14

6.37

ES14

5.56

ES14

4.95

ES14

4.92

ES14

4.71

ES144.57

ExE

ExE

ExE

ExO

ExO

ExO

ExG

ExG

ExG

ExW

ExW

ExW

ES146.94

ES146.15

ES146.38

ES148.87

ES148.41

ES147.80

FS147

.12

FS147

.81

FS148

.13

FS147

.91

ExS

ExS

ExS

/

ExS

ExS

ExS

ExS

ExS

ExRM

ExRM

ExRM

ExRM

300Ø

300Ø

RRJ

375Ø

300Ø

EXISTING STAGE 6

STAGE 2 WETLAND(SEE SHEETS

USD100-USD700)

ELECTRICALTRANSMISSION

EASEMENT

EXISTING RESIDENTIAL

ELECTRICALTRANSMISSION

EASEMENT

FUTURE STAGE 2A

FUTURE STAGE 2A

EXISTING STAGE 3

EXISTING STAGE 3

EXISTING STAGE 5

BARWON WATERRESERVE

17.9240.05

32

32

17.9211.55

13.7314

13.73

14

32

32

32

16

13

29

4.21

44

44

44

44

2020

20

20

2020

18.5

41.50

16

16

38.52

53.1967.86

36

36

36

35.83

18

18

18

13.86

18

18

18

21.75

57.24

21.66

22.39

4.233.23

18

18

18

18.52

18.42

16

58.01

55.04

52.08

49.11

50.50

53.31

20.27

12.53

27.38

36

4.63

32.93

18.24

18.24

18.26

18.24

18.24

18.30

48.56

18

18

18

18.30

18.30

45.28

42.00

38.71

GW

>>

>>

>>

>>

>>

GG

GG

GO

O

O

O

O

EE

EE

E

S

S

G

G

G

G

G

G

G

E

E

O

O

G

G

BR

O

W

N

H

ILL R

ID

G

E

E

E

E

E

E

E

E

O

O

O

O

O

O

O

H

H

H

GW

GW

GW

3m D & S E

3m D & S E

2.5m S E

2.5m S E

2.5m S E

3m D & S E

S

GW

GW

ES151.76

ES151.40

ES151.99

ES151.69

ES152.07

ES151.85

ES151.62

ES151.05

ES15

0.26

ES15

0.89

ES15

1.66

ES15

1.19

ES15

1.68

ES15

0.55

ES15

0.53

ES14

9.38

ES14

9.96

ES147.02

FS150.49

FS150.29

FS149.77

FS151.42

FS149.98

FS15

0.88

FS15

0.83

FS15

1.43

FS15

0.91

FS15

1.59

FS15

0.62

FS15

0.77

FS14

8.49

FS14

8.85

FS150.88

ES136.94

ES145.74

ES150.55

ES145.60

ES150.36

ES145.41

ES149.86ES142.43

ES142.55

ES143.62

ES150.70

ES150.39

ES150.92

ES150.36

ES142.50

ES14

6.67

ES139.99

ES14

5.20

ES14

1.46

ES15

1.91

ES147.94

ES145.90

ES143.56

ES14

8.79

ES14

7.03

FS15

0.86

FS147.11

FS144.29

FS14

8.31

FS144.77

FS150.27

FS144.88

FS150.07

FS144.93

FS149.87FS144.39

FS144.55

FS145.15

FS149.21

FS150.00

FS144.49

FS14

7.58

FS140.00

FS14

6.17

FS144.62

FR151.29

FR151.09

FR150.55

FR149.77

S

S

S

137

134

105

138

136

135133

106

167A

168

170

171

172

173177

176

175

174178

179A

179

GW

GW

GW

GW

GW

GW

GW

GW

GW

GW

GW

ES151.03

ES149.64

FS150.42

2m S

E

2m D E

ES139.99

FS140.00

3m D & S E

FR136.854

S

S

S

S

S

S

S

S

S

ES135.73

ES135.37

ES135.61

ES135.01

ES136.49

2m D E

2m D E

FR136.793

FR136.732

FR136.672

FR136.610

E

E

O

O

180

181

182

G

GGW

GW

2m D E

ES146.42

ES146.66

ES148.17FS147.33

ES144.58

J

U

N

O

P

L

A

C

E

3m S E

H

H

H

H

H

H

ES147.12FS147.30

FR150.59FR149.75

FS150.47

FS150.54

FS149.50

W

W

W

W

W

H

H

H

H

SS

GW

GW

GW

GW

GW

CH515.001 (LOW)

519.651

540.48

9

CH602.498

CH602.499

CH620.498

CH620.499

CH638.498

CH638.499

CH655.979

CH657.236

CH671.903

CH687.007

694.1

39

CH70

2.882

CH71

2.882

718.8

41

CH480.039

CH30

4.173

(LOW

)

CH31

7.901

CH32

2.091

CH33

1.902

TPCH

364.558

CH392.147

CH403.132

CH412.149

CH424.838

CH432.151

CH446.543

CH452.153

TPCH

TPCH

TPCH

343.4

90

467.507

TPCH

TPCH

CHLO

W

> > >

>

>

>

>

>

G

G

G

GG

R9.0

R9.0

R9.0

R9.0

R9.0

R9.0 R44.65

R51.35

B2 B2

B2

B2 B2

B2

B2 B2

B2

B2

B2

B3

B2

B3

B2

B3

B2

B3

525525

525

450

375

375

300

300

450450

450

450

450

300

300

300

300

225

300

300

600

600

600

600

600

600450

375

375

300

300

300

M

O

N

C

R

I

E

F

F

C

R

E

S

C

E

N

T

RESE

RVE

W

W

WW

WW

W

GW

GW

GW

GW

GW

GW

GW

GW

GW

GW

GW

6.5m D & S & W & G E

2m D

E

ES145.50ES145.44

ES144.51

ES144.63

H

H

FS145.61

W

W

W

W

W

W

W

W

W

W

W

W

W

W

FS145.31

FS145.31

CONNECT TOEXISTING DRAIN.

TEMPORARY300Ø DRAIN TOBE REMOVED.

REMOVE ROAD ANDDRAINAGE AND DISPOSEOFF SITE. BACKFILL TOLEVEL 1 SUPERVISION.

REMOVE TEMPORARY TURN AROUNDAREA, EDGE STRIP, FENCE AND "NOROAD" SIGN AND MATCH NEATLYINTO EXISTING CONSTRUCTION.

GRASS CUT OFFDRAIN. FOR DETAILREFER TO IDM SD 500.

FILL EXISTING SWALE TO LEVEL 1SUPERVISION FOLLOWING THE COMPLETIONOF THE CONSTRUCTED CATCH DRAINS AT THEREAR OF LOTS 167A - 168 & 171 -173.

EXISTING FENCE TOBE REMOVED ANDDISPOSE OFF SITE.

REMOVE WATERTANKS AND

DISPOSE OFF SITE.

EXISTING FENCE TOBE REMOVED ANDDISPOSE OFF SITE.

REMOVE EXISTING WATER MAIN AND BACKFILL TOLEVEL 1 SUPERVISION AND THE RELEVANT

AUTHORITY REQUIREMENTS AND DISPOSE OFF SITEUPON COMMISSIONING OF BYPASS TRUNK MAIN.

TEMPORARY 300Ø DRAINTO BE REMOVED AND NEW300Ø PIPE TO BE LAID ASDETAILED ON SHEET R601.

EXISTING OPTIC FIBRE MAIN TO BEABANDONED/REMOVED AS NECESSARYFOLLOWING THE COMMISSIONING OF THEBY PASS MAIN TO THE NORTH

PROPOSED 375Ø TRUNK MAIN TO BARWONWATER RESERVE. ADJACENT SERVICESAND CONDUIT CROSSINGS TO BECONSTRUCTED AS APART OF STAGE 2BWORKS ALSO

PROVIDE 4NO. BIN COLLECTION PADS(1m x 1m) SERVICING LOTS 180 & 181

4.09m

1m

1m

2m

8.6m

12.05m

6.8m

9.46m

1m

1m

1m

1m

1m

1m

2m2m

12.1m

TBM

ENRL

18STAR PICKET

263161.525771338.27

143.80

INSTALL PSM

INSTALL PSM

TRANSITION FROM TWO WAY PAVEMENT CROSS FALLTO ONE WAY CROSS FALL FROM CH540.489 - CH570.00.

6

8

9

PROPOSED TELECOMS ANDPOWER TO BE LAID BELOWDRAINAGE PIPE

197

198

199

200

201

202

203

204

207

208

209

210

Ex.127

219

220

221

222223

224

225

226

227

228

229

230

231

232

233

250

252

Ex.151A

254

Ex.112

1m

1m

EXISTINGELECTRICITY TOWER

EXISTINGELECTRICITY POLE

EXISTINGELECTRICITY POLE

REMOVE TEMPORARY TURN AROUNDAREA, EDGE STRIP, FENCE AND "NOROAD" SIGN AND MATCH NEATLYINTO EXISTING CONSTRUCTION.

TRANSITION FROM B2 K&CTO B3 K&C ACROSSDRAINAGE PIT 224.

EXISTINGELECTRICITY POLE

VEHICLE EXCLUSION FENCE -REFER LANDSCAPE PLANSFOR DETAIL

MUNICIPAL RESERVE ANDASSOCIATED FOOTPATHBY OTHERS

1m

5m

1m

TBM

ENRL

24STAR PICKET

263251.505771190.46

150.85

TBM

ENRL

22STAR PICKET

263351.935771215.31

144.66

TRANSITION FROM B2 K&CTO B3 K&C ACROSSPEDESTRIAN CROSSINGLAYBACK TRANSITION FROM

B2 K&C TO B3 K&CACROSS DRAINAGEPIT 200.

SWING GATE AS PER CGG SD702.GATE TO BE DOUBLE LOCKED D200AND BARWON WATER LOCK.

VEHICLE EXCLUSION FENCING- REFER LANDSCAPE PLANSFOR DETAIL

Ex.152

Ex.151A

N

A1A3

010 10 201:5001:1000

5

Level 7, 176 Wellington ParadeEast Melbourne, VIC, Australia 3002

DRAWING No. REVISIONPROJECT No.

SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE

REVISION DATE ISSUE DESCRIPTION APPROVEDCLIENT

DRAWNPROJECT STATUSDRAWING TITLE

CHECKED

180363.2B 0R200

1:500 @ A1 C.ROHDE C.ROHDE

A.WALE T.PALIOS 16/08/19

WANDANA ESTATE - STAGE 2B

LAYOUT PLAN

A 16/08/19 ISSUED FOR APPROVAL C.ROHDE A.WALE T.PALIOSB 03/10/19 TENDER ISSUE C.ROHDE A.WALE T.PALIOSC 19/12/19 AMENDED AS PER COUNCIL COMMENTS (17/12/19) C.ROHDE A.WALE T.PALIOS0 18/02/20 CONSTRUCTION ISSUE C.ROHDE M.TROUNCE T.PALIOS

P:\20

18\18

0363

- W

ANDA

NA E

STAT

E\18

0363

.2 W

ANDA

NA S

TAGE

2\CI

VIL\2

. DRA

FTIN

G\AC

AD\S

TAGE

2B -

DETA

ILED

DESI

GN\18

0363

.2B -

R200

- LA

YOUT

PLA

N.DW

G

WARNING

BEWARE OF UNDERGROUND & OVERHEAD SERVICES

The locations of underground & overhead services are

approximate only & their exact position should be proven on site.

No guarantee is given that all existing services are shown. Locate

all underground services before commencement of works

DIAL 1100 BEFORE YOU DIG

www.1100.com.au

NOTEVEHICLE EXCLUSION MEASURES SHOWN ONTHIS DRAWING ARE INDICATIVE ONLY. ALL

VEHICLE EXCLUSION MEASURES ARE ALL TOFORM PART OF THE LANDSCAPE WORKS.

ISSUED FOR

CONSTRUCTION

FR157.40

TW159.30

BW159.30

ES141.34

FS140.35

GW

Ex G

H

Ex T

Ex W

Ex S

Ex E

O/H E

LEGEND - LAYOUT PLANSTORMWATER DRAIN, PIT & PROPERTY INLETSWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINSERVICE CONDUITSTACTILE PAVERSEXISTING ELECTRICITY (UNDERGROUND)EXISTING ELECTRICITY (OVERHEAD)EXISTING GASEXISTING OPTIC FIBREEXISTING TELSTRAEXISTING WATEREXISTING RECYCLED WATEREXISTING STORMWATER DRAINEXISTING SEWEREXISTING HOUSE DRAINEXISTING SWALE DRAINEXISTING SURFACE LEVELFINISHED BUILDING LINE LEVELFINISHED RIDGE LINE LEVELTOP OF RETAINING WALLBOTTOM OF RETAINING WALLRETAINING WALLBUILDING ENVELOPEPAVEMENT TREATMENTSTRUCTURAL FILL > 200mm DEEPEX. STRUCTURAL FILL > 200mm DEEPDIRECTION OF FALLOVERLAND FLOWALLOTMENT TO BE GRADED EVENLY INDIRECTION OF FALL TO LEVELS INDICATEDCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKPROPOSED DRIVEWAY

H

S

Ex RW

Ex O

SERVICES OFFSET SCHEDULE

ROAD NAMEGAS TRUNK WATER WATER OPTIC FIBRE ELECTRICITY PUBLIC LIGHTING

SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m)BROWNHILL RIDGE NORTH/WEST 1.70 - - NORTH/WEST 2.10 SOUTH/EAST 1.80 SOUTH/EAST 2.40 SOUTH/EAST 1.10*MONCRIEFF CRESCENT WEST 1.70 WEST 5.65 WEST 2.10 EAST 1.80 EAST 2.40 EAST 1.10*JUNO PLACE SOUTH 0.90 - - SOUTH 1.60 SOUTH 2.70 SOUTH 3.60 SOUTH 1.10*1. * DENOTES OFFSET FROM BACK OF KERB

NOTEREFER ENERGY SAFE VICTORIA FOR 'NO GO

ZONES' AND SPECIFIC GUIDELINES FORWORKING UNDER AND WITHIN CLOSE

PROXIMITY TO OVERHEAD POWERLINES

NOTE:DRAINAGE CONNECTION POINTS TO LOT 167A,168-173 TO CATER FOR FULL Q100 FLOWS.