ExS

ExS

ExG

ExG

ExT

ExTExE

ExE

ExT

ExT

ExE

ExE

ExW

3m D

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E2m

D E

300Ø

RRJ

225Ø

ExW

ExW

ExS

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ExS

ExG

ExG

ExS

ExS

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>>

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ExO

ExO

ExE

ExE

S

ExG

ExG

ExG

ExE

ExE

ExE

ExO

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ExG

ExG

ExG

ExG

525

450

375

375

300

300

450450

450

300

600450

375

375

ExW

GW

GW

GW

GW

GW

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6.5m D & S & W & G E

ExW

ExW

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>>

E

E

E

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EE

E

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GG

G

W

W

S

S

S

SS

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MONCRIEFF

CITYVIEW DRIVEO

O

O

O

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EE

EE

E

WW

WW

W

E

E

E

EE

E

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O

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H

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GW

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GG

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149

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H

141A

143

144

145

146

147

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0

152

153

154

155

156

157

158

159

160

161

162

163

164

141

140

140A

169

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167

165

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6.559

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00

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2.311

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0.234

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8.572

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4.219

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9.393

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6.624

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CH73

1.168

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9.168

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8.559

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7.168

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2.559

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0.559

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4.559

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2.168

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1.168

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0.168

874.0

86

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CH32.471

CH52.471

CH74.265

R9.0

CH100.471

105.985

130.688CH132.471 (LOW)

CH84.471

CH116.471

TPCHCH20.095

TPCH

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CH0.000

718.8

41

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B3

B2

B3

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300Ø

300Ø

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206

234235

236

237238

239240

241242243

244

Ex.01

246

247

248

251

Ex.255256

257

258

259

260

261

262

Ex.233

Ex.201

Ex.202

Ex.203

375Ø

375Ø

375Ø375Ø

375Ø

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300Ø

300Ø300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

FS154.90

FS15

1.60FS15

5.06

FS15

5.14

BW15

4.65

BW15

4.24

FS15

0.78

ES140.66

FS14

9.83

FS142.34

FS14

2.11

FS15

3.51

FS14

1.95

FS15

3.89

FS14

9.59

FS14

9.73

FS15

0.05

FS15

0.87

FS15

2.08

FS15

3.27

FS149.88

FS151.36

FS152.80

FS154.10

FS147.96

FS144.84

FS14

9.94

FS15

0.05

FS15

0.28

FS15

0.44

FS143.97

FS13

4.11

FS13

4.00

FS13

7.64

FS13

8.23

FS13

8.62

FS13

9.05

FS14

0.08

FS13

6.85

FS13

6.07

FS13

5.28

FS13

4.47

TW14

3.17

FS141.44

BW14

2.17

FS14

4.20

BW14

4.07

BW14

4.08

BW14

3.52

BW14

2.84

BW14

3.18

BW14

4.88

BW14

7.11

BW14

9.28

FR15

0.63

FR15

0.74

FR15

0.85

FR15

1.08

FR13

7.06

FR150.68

FR148.76

FR145.64

FR136.854

BW14

3.20

FS14

8.34FS

149.4

5

FS14

9.20

FS14

8.85

FS149.98

FS151.42

FS14

8.49

FR149.77

ES15

1.22

ES13

5.16

ES14

7.92

ES143.90

ES13

4.11

ES135.61

ES14

5.11

ES14

9.35

ES14

4.56

ES14

9.42

ES14

3.92

ES14

9.17

ES14

4.08

ES14

9.58

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5.74

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0.84

ES14

8.06

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2.70

ES151.42ES150.77

ES152.03

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ES153.27

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4.52

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9.33

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3.84

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9.26

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4.18

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9.49

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5.88

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0.55

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8.11

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1.59

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7.88

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7.52

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5.07

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7.66

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4.82

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1.46

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1.91

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1.81

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1.42

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1.86

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1.71

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1.78

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1.51

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1.73

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2.17

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9.85

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5.46

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4.41

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3.34

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3.47

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6.25

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7.86

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9.26

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9.62

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9.97

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FR141.90

RESE

RVE

B3

ExW

ExG

ExG

ExG

ExG

ExG

ExG

ExG

H

300Ø

ES15

2.07

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2.66

BW15

2.02

FS15

1.30

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0.95

FS15

1.16

ES15

3.10

ES15

2.76

ES15

1.86

SAWCUT EXISTING CITY VIEWDRIVE PAVEMENT TO EXISTINGCENTRELINE, REMOVE ANDDISPOSE OF OFFSITE

SAWCUT EXISTING CITY VIEW DRIVE KERB ANDCHANNEL, REMOVE AND DISPOSE OF OFFSITE

SAWCUT EXISTING CITY VIEW DRIVE KERB ANDCHANNEL, REMOVE AND DISPOSE OF OFFSITE

EXISTING RESIDENTIAL

EXISTING RESIDENTIAL

EXISTING STAGE 2B

EXISTING STAGE 2BEXISTING STAGE 2B

EXISTING STAGE 3

DREWAN PARK

OPTIC FIBRE ALREADY LAID ON FINALALIGNMENT BASED ON FINISHED SURFACELEVELS

A

B

C

CONSTRUCT JUNCTION PITON TOP OF EXISTINGDRAINAGE PIPE

CONNECT TO EXISTINGDRAINAGE PIT

EXISTING TELECOMS/NBN PIT TO BE LOWEREDALONG WITH ASSOCIATED CABLES ASNECESSARY OR NEW ALIGNMENT ADOPTEDTO BYPASS PIT AS DIRECTED BY RELEVANTAUTHORITY.

16

16

37.35

1616

1616

2023

.70

14.59

1616

1616

20

37.39

37.3

37.26

37.22

37.18

37.12

14

14

30

30

30

30

30

1414

14

1414

14

19.12

15.58

36

33

4.28

36

36

36

19

1919

1818

18.62

18.518.5

18.5 18.518.5

18.518.5

18.29

20.2712.53

27.38

39.43

46.23

4.81

13.02

57.58

51.28

42.48

33.68

34.13

41.23

46.98

44.84

42.7

40.59

18.41

18.62

18.6317.172.46

19.7911.598.49

20.49

20.49

18.64

3.17

27.92

36

36

36

36

36

1818

20

17

4.27

44

41

18.29

1818

18.29

1919

1918

18

19.08

5.10

REMOVE EDGE STRIP AND "NO ROAD"SIGN AND MATCH NEATLY INTOEXISTING CONSTRUCTION

REMOVE EDGE STRIP AND "NO ROAD"SIGN AND MATCH NEATLY INTOEXISTING CONSTRUCTION

GRASS CUT OFF DRAIN. FOR DETAILREFER TO IDM SD 500.

REMOVE EXISTING WATER ANDDISPOSE OF OFFSITE UPONDECOMMISSIONING OF BYPASS TRUNKMAIN.

REMOVE EXISTING ROAD ANDDRAINAGE AND DISPOSE OF OFFSITE.

REMOVE VEGETATION ANDDISPOSE OF OFFSITE

CONNECT TO EXISTING DRAINAGE PIT

FOOTPATH AND RESERVEWORKS BY OTHERS

7.2m 7.22m

5.00m

8.00m

1.78m

5.2m

6.56m

E: 263422.930N: 5771323.990

E: 263431.104N: 5771290.005

E: 263416.711N: 5771213.085

E: 263405.359N: 5771215.199

TBM

ENRL

22STAR PICKET

263351.935771215.31

144.66

TBM

ENRL

20STAR PICKET

263331.935771427.99

154.81

TBM

ENRL

5STAR PICKET

263461.535771420.57

145.54

TRANSITION FROM ONE WAYPAVEMENT CROSS FALL TOTWO WAY CROSS FALL FROMCH20.095 - CH35.000

TRANSITION FROM B2 K&C TO B3 K&CACROSS DRAINAGE PIT 246 .

EXISTING ELECTRICITY PIT TO BERELOCATED OR REMOVED AS NECESSARY

INSTALL PSM

TOE OF BATTER(CUT LINE)

TOE OF BATTER(FILL LINE)

EXISTING SWALE DRAIN TO BEEXCAVATED TO A SOUND BASE ANDFILLED TO LEVEL 1 SUPERVISION.

Ex.10

Ex.09

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

BOLLARDS AND FENCING ASPER LANDSCAPE PLANS

TRANSITION FROM B3 K&C TO B2 K&C

BARWON WATERRESERVE

CONTRACTOR TO RESEAL CITYVIEWDRIVE TO CENTRELINE

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

180363.2A 0R200

1:500 @ A1 C.ROHDE C.ROHDE

A.WALE T.PALIOS 26/09/19

WANDANA ESTATE - STAGE 2A

LAYOUT PLAN

A 26/09/19 COUNCIL ISSUE C. ROHDE A. WALE T. PALIOSB 30/01/20 AMENDED TO COUNCIL COMMENTS (10/01/20) C.ROHDE M.TROUNCE T.PALIOS0 13/03/20 CONSTRUCTION ISSUE C.ROHDE M.TROUNCE T.PALIOS

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

BUILD

ING

LINE

2.60 O

FF B

DY

1.80 O

FF B

DY

ENBN

10.39m

CITYVIEW DRIVE - SECTION ASERVICE OFFSETS

NTS

4.68 O

FF B

DY

5.66 O

FF B

DY

Ex.GEx.W

3.39m

CENT

RELIN

E

0.45

S

1.00 O

FF B

DY

POW

ER P

OLE

- 5.01

OFF

BDY

BUILD

ING

LINE

10.27m

CITYVIEW DRIVE - SECTION BSERVICE OFFSETS

NTS

4.79 O

FF B

DY

5.43 O

FF B

DY

Ex.GEx.W

3.34m

CENT

RELIN

E

0.45

S

1.00 O

FF B

DY

BUILD

ING

LINE

10.28m

CROSS FALLS

NATURE STRIP: VARIESPAVEMENT: VARIES

CITYVIEW DRIVE - SECTION CSERVICE OFFSETS

NTS

4.81 O

FF B

DY

5.54 O

FF B

DY

Ex.GEx.W

3.36m

CENT

RELIN

E

0.45

S

1.00 O

FF B

DY

SWD

0.450

OFF

LOK

2.60 O

FF B

DY

1.80 O

FF B

DY

ENBN

SWD

0.450

OFF

LOK

2.60 O

FF B

DY

1.80 O

FF B

DY

ENBN

POW

ER P

OLE

- 3.76

OFF

BDY

SWD

0.450

OFF

LOK

BUILD

ING

LINE

BUILD

ING

LINE

B3

B2

1.70 O

FF B

DY2.1

0 OFF

BDY

G W

1.80 O

FF B

DY2.4

0 OFF

BDY

E NBN

1.50m 2.85m 3.65m 3.65m 2.85m 1.50m

16.00m

CROSS FALLS

FOOTPATH: 2.0% - 2.5%NATURE STRIP: 4.44% - 6.67%

PAVEMENT: -3.33 - 3.33%

TRAFFICABLEPAVEMENT

TRAFFICABLEPAVEMENTFOOTPATH FOOTPATHNATURESTRIPNATURESTRIP

TYPICAL SECTION - 16m ROAD RESERVEONE WAY CROSSFALL

MONCRIEFF CRESCENT

BUILD

ING

LINE

BUILD

ING

LINE

B2 B2

1.70 O

FF B

DY2.1

0 OFF

BDY

GW

1.80 O

FF B

DY2.4

0 OFF

BDY

ENBN

1.50m 2.85m 3.65m 3.65m 2.85m 1.50m

16.00m

CROSS FALLS

FOOTPATH: 2.0% - 2.5%NATURE STRIP: 4.44%

PAVEMENT: 3.33%

TRAFFICABLEPAVEMENT

TRAFFICABLEPAVEMENTFOOTPATH FOOTPATHNATURESTRIPNATURESTRIP

TYPICAL SECTION - 16m ROAD RESERVETWO WAY CROSSFALLHEARDS WAY

CH35.000 - CH132.471

NOTE:LOT 157 - 158 & 169 GAS & WATER CONDUITCONNECTS TO EXISTING MAIN FROM CITYVIEW DIVE.

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)MONCRIEFF CRESCENT WEST 1.70 WEST 5.65 WEST 2.10 EAST 1.80 EAST 2.40 EAST 1.10*HEARDS WAY NORTH 1.70 - - NORTH 2.10 SOUTH 1.80 SOUTH 2.40 SOUTH 1.10*

CITYVIEW DRIVE WEST 3.60EX. 5.40-5.70 - - WEST 4.20

EX. 4.90-5.10 EAST EX. WEST 2.30 WEST 1.10*

1. * DENOTES OFFSET FROM BACK OF KERB

NOTES:1. ALL VEHICLE AND PRAM CROSSING LAYBACKS, TO BE

MINIMUM OF 1.0m FROM PITS.2. ALL PRAM CROSSINGS TO BE A MINIMUM 2.0m FROM VEHICLE

CROSSINGS.3. VEHICLE EXCLUSION MEASURES BETWEEN ROAD RESERVE

AND RESERVE TO FORM PART OF LANDSCAPE WORKS.4. SEWER MAINTENANCE HOLE CONVERTER SLAB OR CONE, TO

BE ROTATED TO ENSURE COVER POSITION IS CENTRALLYLOCATED WITHIN FOOTPATH.

5. CONTRACTOR TO LOCATE ALL EXISTING ASSETS PRIOR TOCOMMENCEMENT OF WORKS. ANY DAMAGE TO EXISTINGASSETS TO BE RECTIFIED AT CONTRACTORS EXPENSE.

6. CONTRACTOR TO VERIFY DEPTH OF EXISTING SERVICES,PRIOR TO COMMENCEMENT OF CONSTRUCTION.