SIGN

ExOExG

ExG

ExRW

ExRW

ExWExGExRWExW

ExGExRWExW

ExOExE

ExGExRWExW

ExOExE

ExGExG

ExG

ExRW

ExRW

ExRW

ExWExW

ExW

ExS

ExS

ExS

ExS

ExO ExOExG ExGExRW ExRWExW ExW

ExO

ExO

ExO

GRAVITY DRIVE

ExWExW

ExW

ExW

ExGExG

ExG

ExG

ExG

ExG

ExRW

ExRW

ExRW

ExRW

ExRW

ExO

ExO

ExO

ExO

ExO

ExO

ExO

ExEExE

ExE

ExE

ExE

ExE

ExE

ExO

ExO

ExE

ExE

ExEExE

ExE

ExE

ExE

GWR

ExGExRWExWExO ExO

ExW

ExW

ExW

ExW

ExRW

ExRW

ExRW

ExRW

ExG

ExG

ExG

ExG

ExE ExO

ExO

ExS

ExS

ExS

ExS

ExS

ExS

ExS

GWR GWR

GWR GWR

GWR GWR

H

H

H

H

H

H

GWR

H

H

GWR

GWRGW

R

GWR

GWR

GWR

GWR

GWR

GWRGW

R

GWR

GWR

GWRGW

R

GWR

GWR

H

H

H

H

H

GWR

GWR

GWR

H

GWR

GWR

HH

GWRH

3m D & S E

2m S E

2m D

E 2m S

E

3m D & S E3m D & S E

3m D & S E

2m S

E

2m D E

2m S

E

2m S

E

> > > > > > >>

>>

>>

>>

>>

>

>>

>>

>>

>

RADIANCEWAY

EMINENCESTREET

EMIN

ENCE

STRE

ET

EMINENCESTREET

NACE

LLE

JURANA CRESCENT

JURA

NACR

ESCE

NT

AQUA

MARI

NEW

AY

>>

>>

>>

>>

>>

>

> > > > > >>

>>

>>

>>

>>

>>

>

PERSIANLANE

>>

>

>>

>>

>>

>>>

>>

>

H

450Ø300Ø

300Ø

450Ø

375Ø

375Ø375Ø

375Ø

375Ø

375Ø

300Ø

300Ø

375Ø

375Ø

375Ø

375Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

225Ø

225Ø

300Ø

300Ø

225Ø

225Ø

225Ø225Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

225Ø

450Ø

ZAFF

RE

PLAC

E

ExE ExE ExE ExE

GWR

300Ø

ExO

ExO

ExO

SS

SS

S

SS

S

O

O

O

O

O

O

O

O

O

S

GRAV

ITY

DRI

VE

SS

OO

4301

4302

4303

4304

4305

4306

4307

4308

4309

4310

4311

4312

4313

4314

4315

4316 4317

4318

4319

4320

4321

4322

4323

4324

4325

4326

4327

4328

4329

4330

4331

4332

4333

4334 43354336 4337

4338

4339

4340

4341 43

4243

4343

4443

4543

4643

47

WW

WW

WW

WW

W W W W

PERSIAN LANE

KAURI WALK

GRAVITY DRIVE

O

O

O

O

EE

EE

O O

RW

RW

RW

RW

RW

RW

RW

RW

RWRW RW RW

GG

GG

GG

GG

G

G G G G

RW

RW

RW

RW

RW

RW

RW

WW

WW

GG

G

GG

GG

WW

W

EO

WG

GRW

RW

GWR H

GWR

H

GWR

HGWR

H

GWR

H

GWR

H

GWR

H

GWR

H

GWR

H

GWR

H

GWR

H

GWR

H

GWR

H

GWR

H

H

GWR

GWR

H

GWR

H

GWR H

GWR

H

GWR

H

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

3m D & S E3m D & S E

3m D & S E

2m D

E

2m S

E

2m D

E

2m D

E

RADIANCEWAY

GRAV

ITY

DRIV

E

E

FR41.87

FR41.94

FR42.01

FR42.08

FR42.20

FR42.30

FR42

.70

FR42

.80

FR43

.12

FR42.30

FR42.40

FR42.53

FR42.66

FR42.79 ES42.63ES42.22

ES42.43ES42.04

ES42.19ES41.84

ES41.94ES41.67

ES42.44

ES41.79

ES42.44

ES41.76

ES42.54

ES42.13

ES42.67

ES42.27ES41.87

ES41.40

ES41.96ES41.51

ES42.13 ES41

.66

ES42

.22ES

41.87

ES43.49ES43.10

ES43.28ES42.96

ES43.12

ES42.78

ES42.95

ES42.57

ES42.73

ES42.35

ES43.65ES43.20

ES43.81ES43.33

ES43.91ES43.41

ES43.97ES43.45

ES43.97ES43.45

ES43.94ES43.43

ES43.95ES43.58

ES44.09ES43.69 ES

43.38

ES43

.06

ES42

.89

ES42

.60

ES43.19ES42.63

ES43.14ES42.52

ES43.12ES42.44

ES43.09ES42.44

ES43.03ES42.41

ES43

.13

ES43

.32

ES42

.75 ES42

.80

ES42.40

ES42.29

ES42.53

ES42.15

ES41.51

ES40.65

ES41

.41

ES40

.66

ES43

.55

ES42.96

ES42

.78

ES42

.74

ES41.90

ES42.81

ES42

.42

ES41.79

ES42.78ES42.34

ES42.90ES42.38

ES41

.73

ES41.79ES41.30

ES43.56

ES41.42

ES42.41

ES42

.06

ES42.41

ES40

.91

ES42.22ES43.14

FS42.61FS41.97

FS42.50FS41.90

FS42.39FS41.83

FS42.27FS41.75

FS41.52

FS41.61

FS41.73

FS41.88FS41.87

FS42.01

FS42.16

FS42

.27

FS42.80

FS42.69

FS42.59

FS42.95

FS42.48

FS42.76

FS42.37

FS42.90

FS43.01

FS43.13

FS43.24

FS43.34

FS43.45

FS43.56

FS43.67

FS43

.51

FS42

.96

FS42

.53

FS43.41

FS43.31

FS43.20

FS43.10

FS43.00

FS43

.21

FS43

.51

FS42.03

FS42.59

FS42.67

FS42.25

FS41.70

FS40.48

FS41

.55

FS40

.48

FS43.90

FS43

.72

FS42.88

FS42

.73

FS42

.40

FS41.45

FS42.61

FS42

.39

FS41.71

FS42.64FS42.06

FS42.66FS42.06

FS41

.64

FS41.71FS41.28

FS43.75

FS41.53

FS42.42

FS42

.11

FS40

.78

FS42.03FS42.73

300Ø

300Ø

300Ø

300Ø

300Ø

225Ø

300Ø

225Ø

225Ø

225Ø

225Ø

300Ø

375Ø

375Ø

300Ø

300Ø

225Ø

300Ø

300Ø

225Ø

GWR

EE

EE

EE

EE

E E E E

ES44.19ES44.00

H

ES41.83FS42.16

ES41.99FS42.14

ES42.45FS42.20ES42.42FS42.18 ES42.31FS42.04

EMIN

ENCE

STRE

ET

O

4348

4349

H H

GWR

H

GWR

H

GWR

H

GWR

H

GWR

H

GWR

H

GWR

H

ES41

.36ES

41.08

ES41

.55ES

41.28

ES41

.44ES

41.17

ES41

.01ES

40.74

ES41

.29ES

41.00

ES41

.22ES

40.93

ES41

.14ES

40.85

ES41

.08ES

40.79

FS41

.43FS

41.22

FS41

.61FS

41.44

FS41

.52FS

41.33

FS41

.01FS

40.66

FS41

.35FS

41.10

FS41

.26FS

40.99

FS41

.18FS

40.88

FS41

.09FS

40.77

EXISTINGBAANIP BOULEVARD

EXISTINGSTAGE 42

PROPOSED PUBLICOPEN SPACE

(REFER LANDSCAPEPLANS FOR DETAIL)

FUTURE LIFESTYLESCOMMUNITY CENTRE

(BY OTHERS)

EXISTINGSTAGE 42

EXISTINGSTAGE 42

R8.6

B2

B2

B2 B2

B2 B2

B2

M2B2 B2

B3

R8.6

R8.6

R8.6

R50

R102.45

B2

B2

B2

B2

B2

B2

EXISTING CATCH DRAIN TO BEEXCAVATED TO A SOUND BASE, FILLED& COMPACTED WITH SELECT MATERIAL

EXISTING CATCH DRAIN TO BEEXCAVATED TO A SOUND BASE, FILLED& COMPACTED WITH SELECT MATERIAL

CONNECT TOEXISTING STUB.

CONNECT TOEXISTING ENDPIPE.

CONNECT TOEXISTING STUB.

EXISTING CATCH DRAIN TO BEEXCAVATED TO A SOUNDBASE, FILLED & COMPACTEDWITH SELECT MATERIAL

EXISTING CATCH DRAIN TO BEEXCAVATED TO A SOUND BASE, FILLED& COMPACTED WITH SELECT MATERIAL

R9

R9

B1

B1

REMOVE EXISTING CONCRETEEDGE STRIP, "NO ROAD" SIGN &BARRIER AND MATCH NEATLYINTO EXISTING CONSTRUCTION

REMOVE EXISTINGCONCRETE EDGE STRIP,"NO ROAD" SIGN & BARRIERAND MATCH NEATLY INTOEXISTING CONSTRUCTION

CONNECT TOEXISTING ENDPIPE

4m

RIDG

E

2m R

IDGE

4m RIDGE

4m R

IDGE

EXISTINGSTAGE 42

ExO

ExEEx

WEx

RWExG

GWR

GWR

H

H

AQUA

MARIN

E

GRAV

ITYDR

IVE

225Ø

ExS

ExS

ExS

ExS

ExS

ExS

ExS

ExS

375Ø

300Ø

300Ø

3m D & S E2m S E

2m S E

2m S E

>

> > > > > > > > > >

4025402640274028402940304031

40324033EXISTINGSTAGE 40

EXISTINGSTAGE 40

FUTURE LIFESTYLESCOMMUNITY CENTRE

(BY OTHERS)

SM2

KERB TO TRANSITION FROMSM2 TO B3 ACROSS RADIUS

KERB TO TRANSITION FROMB2 TO B3 ACROSS RADIUS

CONNECT TOEXISTING STUB.

CONNECT TOEXISTING STUB.

CH15

0.615

CH16

6.698

CH21

3.560

CH22

7.762

CH24

3.992

CH300.515

CH313.015

CH325.515

CH339.515

CH352.015

CH364.515

CH412.263

CH426.263

CH440.263

CH455.418

CH469.419

CH279.919

CH293.919

CH307.919

CH321.919

CH334.419

CH348.419

CH362.419

CH376.419

CH388.919

CH402.919

CH415.419

CH429.419

CH443.419

CH457.419

CH471.419

CH38

.000

CH252.613

CH266.613

CH280.613

CH294.613

CH308.613

CH322.613

CH285.189

CH293.189

CH307.426

CH319.926

CH333.926

CH17

.000

CH23

.000

CH64

.000

LTPCH400.213

LTPCH376.313

TPCH

66.05

0

PROPOSEDELECTRICALSUBSTATION

INSTALL PSM

TPCH273.896

TPCH

256.379 LTP

CH212

.298 TPCH

207.223

TPCH

200.562 LTP

CH179

.113

TPCH352.481

CH36

.000

CH15

0.615

REMOVE EXISTING CONCRETEEDGE STRIP, "NO ROAD" SIGN &BARRIER AND MATCH NEATLYINTO EXISTING CONSTRUCTION

CH252.613

RTPCH257.956

RTPCH279.479

RTPCH284.203

N110

N109

N105

Ex.N104

N98N97N96

N95

N94

Ex.N93

N87

N86 N85

N84

N83

Ex.N82EP

N68

N67

N66

N65

Ex.N64EP

N35

Ex.N33

N30

Ex.N29EP

N100

6.6m

7.4m

6.7m

1.2m

5.6m 7.2

m

0.5m

1m

2m 2m

1m

1m

TBM

ENRL

SPIKE265449.137

5766763.86342.340

TBM

ENRL

SPIKE265499.159

5766893.59242.620

TBM

ENRL

SPIKE265606.832

5766754.89339.840

2m

KERB TO TRANSITION FROM B2 TOSM2 BETWEEN CH252.613 & CH254.613

RTPCH262.680

32

32

32

32

32

32

32

32

32

32

32

2832

4.58

1.76

32

32

32

32

32 28

28

28

28

28

4.02

4.24

7.59

2828

32

32

32

28

20.56

32

32

32

32

32

12.5

12.5

9 66

9

9

67.5

14

14

14

29

12.5

12.5

12.5

12.5

13.23 16.23 14.2 9.4

14

1416

16

12.5

12.5

12.5

12.5

14

14

14

1412

.514

1412

.514

12.5

1414

12.5

1412

.514

1412

.514

4.24

15.35

15.16

1614

13

29

1614

1415

.1614

16

1616

16

12.5

8

16

2

2

32

32

14

14

12.75

14

26.28 34.72

29.62

31.06

14

14

14

14

14

15.75

14

14

14

1414

14

4.45

26.02

13.08 16.08

1616

27.66

21.39

32

32

32

32.46

18.64

14

14

13.19

14

14

14

14

14.24

14.24

12.5

32

32

REMOVE EXISTING CONCRETEEDGE STRIP, "NO ROAD" SIGN &BARRIER AND MATCH NEATLYINTO EXISTING CONSTRUCTION

CH29

.000

28CH35

.000

28CH41

.000

28CH47

.000

28CH53

.000

28CH59

.000

28

6 66 6 6

6 6 6 6 6 6

N

A1A3

010 10 201:5001:1000

5

DRAWING No. REVISIONPROJECT No.

SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE

REVISION DATE ISSUE DESCRIPTION APPROVEDCLIENT

DRAWNPROJECT STATUSDRAWING TITLE

DESIGNED

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

180016.43 1R200

1:500 @ A1 M.TROUNCE M.TROUNCE

T.PALIOS T.PALIOS AUG 2018

ARMSTRONG - STAGE 43

LAYOUT PLAN

A 06/12/18 ISSUED FOR APPROVAL M.T M.T T.PB 16/01/19 COUNCIL COMMENTS DATED 04/01/19 M.T M.T T.P0 25/02/19 CONSTRUCTION ISSUE M.T M.T T.P1 16/04/19 P.O.S. AMENDED (LOTS 4341-4349) M.T. M.T. T.P.

ISSUED FOR

CONSTRUCTION

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

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. ALL PRAM CROSSINGS TO BE DDA COMPLIANT.4. VEHICLE EXCLUSION MEASURES BETWEEN ROAD RESERVE AND

RESERVE TO FORM PART OF LANDSCAPE WORKS.5. THE USE OF DIRECTIONAL AND HAZARD TACTILE PAVERS MUST

ACCORD WITH SECTION 2.2.3.1 OF AS/NZS 1428.4:20026. SEWER MAINTENANCE HOLE CONVERTER SLAB OR CONE, TO BE

ROTATED TO ENSURE COVER POSITION IS CENTRALLY LOCATEDWITHIN FOOTPATH

7. CHAINAGES FOR SETOUT OF PROPERTY INLET POINTS,SERVICING FUTURE LOTS, ARE MEASURED FROM THEDOWNSTREAM PIT

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

9. CONTRACTOR TO VERIFY DEPTH OF EXISTING SERVICES, PRIORTO COMMENCEMENT OF CONSTRUCTION

10. FILLING TO LOTS TO BE SELECT FILL AND COMPACTED TOLEVEL 1 TO THE SATISFACTION OF THE SUPERINTENDENT

SERVICES OFFSET SCHEDULE

ROAD NAME GAS RECYCLEDWATER

POTABLEWATER OPTIC FIBRE ELECTRICITY

SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSETGRAVITY DRIVE (LOT 4316 - LOT 4337) S 3.40 S 3.80 S 4.25 S 1.80 S 2.40GRAVITY DRIVE (LOT 4301 - LOT 4315) W 2.10 W 2.50 W 3.00 E 1.80 E 2.60

EMINENCE STREET W 2.10 W 2.50 W 3.00 E 1.80 E 2.60

RADIANCE WAY N 2.10 N 2.50 N 3.00 S 1.80 S 2.60

PERSIAN LANE S 2.10 S 2.50 S 3.00 N 0.50 N 1.10

KAURI WALK S 0.50 S 1.00 S 1.50 - - - -

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 CATCH 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

BUILD

ING

LINE

BUILD

ING

LINE

B2 B2

2.10 O

FF B

DY2.5

0 OFF

BDY

3.00 O

FF B

DY

G WRW

1.80 O

FF B

DY

2.60 O

FF B

DY

E NBN

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

16.00m

0.80 O

FF B

OK

CROSS FALLS

FOOTPATH: 2.0% - 2.5%NATURE STRIP: 2.5% - 8%

PAVEMENT: 3.33%

0.30mBERM

0.30mBERM

BUILD

ING

LINE

BUILD

ING

LINE

B2 B2

3.40 O

FF B

DY3.8

0 OFF

BDY

4.25 O

FF B

DY

G WRW

1.80 O

FF B

DY2.4

0 OFF

BDY

ENBN

1.50m 3.85m 2.75m 2.75m 1.65m

12.50m

0.80 O

FF B

OK

CROSS FALLS

FOOTPATH: 2.0% - 2.5%NATURE STRIP: 2.5% - 8%

PAVEMENT: 3.33%

0.30mBERM

EXISTING BAANIPBOULEVARD ROAD

RESERVE

BUILD

ING

LINE

BUILD

ING

LINE

B3 B2

2.10 O

FF B

DY2.5

0 OFF

BDY

3.00 O

FF B

DY

GW RW

1.80 O

FF B

DY

2.60 O

FF B

DY

ENBN

1.50m 3.65m 3.65m 2.85m 1.50m

16.00m

0.80 O

FF B

OK

CROSS FALLS

FOOTPATH: 2.0% - 2.5%NATURE STRIP: 2.5% - 8%

PAVEMENT: 3.33%

0.30mBERM

0.30mBERM

M2

2.30m0.55m

PARKING BAYTRAFFICABLE

PAVEMENTTRAFFICABLE

PAVEMENT NATURESTRIP FOOTPATHFOOTPATH

TRAFFICABLEPAVEMENT

TRAFFICABLEPAVEMENT

TRAFFICABLEPAVEMENT

TRAFFICABLEPAVEMENTFOOTPATH

FOOTPATH FOOTPATHNATURESTRIPNATURESTRIP

NATURESTRIPNATURE

STRIP

BUILD

ING

LINE

BUILD

ING

LINE

2.10 O

FF B

DY2.5

0 OFF

BDY

3.00 O

FF B

DY

G WRW

0.40 O

FF B

DY1.0

0 OFF

BDY

E NBN

8.00mCONCRETELANEWAY

TITL

E LIN

E

1 in 50

2.00m

TITL

E LIN

E

ROADRESERVE

0.50 O

FF B

DY1.0

0 OFF

BDY

1.50 O

FF B

DY

G WRW

TYPICAL SECTION - 12.5m ROAD RESERVETWO WAY CROSSFALL

GRAVITY DRIVE (LOTS 4316 - LOT 4337)

TYPICAL SECTION - 16m ROAD RESERVETWO WAY CROSSFALL

GRAVITY DRIVE (LOT4301 - LOT 4315), EMINENCE STREET &RADIANCE WAY

TYPICAL SECTION - 16m ROAD RESERVETWO WAY CROSSFALL (WITH PARKING BAY)EMINENCE STREET (LOT 4330)

1.00m(min)

PROVIDE 2m WIDE 125mm DEEPFOOTPATH AS PER IDM SD 215

TIMBER PLINTH

CLASS 3 CR COMPACTEDTO 90% MOD

TYPICAL SECTION - 2m ROAD RESERVEPAPER ROAD

KAURI WALK

TYPICAL SECTION - 8m ROAD RESERVEACCESS LANEWAY

PERSIAN LANE

1