ExWExG

300Ø

300Ø

300Ø

300Ø

300Ø

ExG

ExO

ExO

ExO

ExO

ExO

ExO

ExO

ExO

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ExO

ExO

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ExE

ExE

ExE

ExE

ExE

ExE

ExE

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ExE

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ExG

ExG

ExG

ExG

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ExG

ExG

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ExW

ExW

ExW

ExW

ExW

ExW

ExW

ExW

ExW

ExW

15.5

16.0

16.0

16.0

16.0

16.0

16.5

16.5

16.5

17.0

17.0

17.5

17.5

17.5

18.0

18.0

18.0

18.5

18.5

19.0

19.0

ExWExW

ExW

2m S E2m S E

2m S E 3m D & S EES

16.59

ES16

.42

ES16

.29

ES17

.99

ES17

.86

ES17

.74

ES17

.32

ES17

.19

ES17

.04

ES18

.37

ES18

.25

ES16

.89

ES16

.42

ES16

.89

ES18.48

ES18

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ES18

.47

ES18

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ES16

.89ES17

.63

ES16

.19

ES18

.25

ES18.76

ES16

.89

ES18

.25ES

18.25

FS19.14

FS18

.47

FS18

.40

FS18

.33

FS18

.09

FS18

.02

FS17

.95

FS18

.76

FS18

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FS18

.07

FS18.93

FS17

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FS18

.62

ES18

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18.61

ES18

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18.08

ES16

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17.39

ES18

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18.64

ES18

.24FS

18.59

ES18

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18.60

ES16.42

ES16.42

ES16.20

ES16.16

H

2m D

E

ES18.55ES18.97

ES18.50ES18.88

FS19.12

FS19.06

FS19.33

FS19.27

HGW

GW

GW

GW

GW

GW

GW

GW

ExS

ExS

ExGExG

ExG

ExS ExSExS ExS

ExS

H

H

2m D

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ES16.49 ES16.13

GW

GW

GWH

H

H

H

H

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H

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GWH

FS19.21

ES18.59

ES18.65

ES18.73

ES18.49ES18.82FS19.00

FS16

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FS17

.26

FS16

.52

FS15

.75

FS15.83

FS15.90

FS16.87

FS16.80

FS16.83

FS18.77

FS18.84

FS18.90

FS15.96

FR17

.55

FR17

.56

H

H

H

H

H

H

H

H

GWH

BRIS

BANE

STRE

ET

LUBE

CST

REET

BIBU

RYST

REET

CORI

DALE

BOUL

EVAR

D

//

//

//

//

/

/

//

//

//

//

/

ES16.29ES16.29ES16.29 ES15.88

750Ø

750Ø

750Ø

750Ø

300Ø225Ø

3m D

& S

E

ExS

ExS

375Ø

375Ø

375Ø

300Ø

>>

>>

>>

>>

>>

>

>

>

>

>

> >>

>>

>

>

>

>>>

900Ø

900Ø

900Ø

1050

Ø90

0Ø90

0Ø

ExS

ExS

ExSExS

ExS

ExO

ExO

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ExO

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ExW

ExW

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ExS

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RMRM

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COLMAR STREET

BIBU

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LUBE

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O'HA

LLOR

AN'S

ROA

D

E E E E E E EO O O O O O O

SG G G G G G GW W W W W W W

S

SGG

GG

GG

GG

WW

WW

WW

WW

G W

OO

OO

OO

OO

EE

EE

EE

EE

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GW

GW

GW GW GWGWGWGWGWGWGWGWGW

GWGWGWGW GW GW

3m D & S E2m S E3m D & S E2m S E

3m D & S E

2m D E

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E

ES17

.48ES

17.62

ES16

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16.70

ES16

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16.56

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17.51

ES17

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17.36

ES18

.12ES

18.24

ES18

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18.36

ES18.03

ES18.02 ES17.85ES17.78 ES17.13

ES17.11 ES16.92ES16.87

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ES16

.83

ES17

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ES16

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ES16

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ES17

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ES18

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FS18.19 FS18.16FS18.08 FS17.28

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17.33

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17.15

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17.09

FS17

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FS18

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227229230231232234212213

215 216 217 218 219 220 221 222 223 224 225 226

228233214

S S S S S S S S

SS

SS

SS

2m D

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3m D

& S

E3m

D &

S E

3m D & S E

245

244

243

242

241

240

239

238

237

236

235211

210

209

208

207

206

205

204

203

202

201

GWGW

GWGW

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ES17.84

ES17.85

ES17.82ES18.17

ES18.46

ES18.23ES18.63

ES18.27ES18.59

ES18.29ES18.58

ES18.28ES18.60

ES18.25ES18.58

ES18.25ES18.53

ES18.25ES18.49

ES18.27

ES18.15ES18.53

ES18.19ES18.57

ES17.87ES18.11

ES17.52

ES17.61ES17.99

ES17.68ES18.03

ES17.75ES18.07

ES17.79ES18.10

ES17.82ES18.13

ES17.84ES18.12

ES17.89ES18.10

ES18.16

ES17.84FS18.39

FS18.35

FS18.68

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FS18.76FS19.27

FS18.82FS19.31

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FS18.71

FS18.34

FS18.41

FS18.77

FS18.35

FS18.42

FS18.49

FS18.61

FS18.75

FS18.82

FS18.70

2.5m

S E

4.5m D & S E

S

S S S S S S S

2m S

E3m

D &

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2.5m S E2.5m S E

2m D E 2m D E

SS

SS

SS

GWGWGWGW

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18.21

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16.62

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16.76

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16.91

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17.07

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17.19

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17.34

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17.47

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17.69

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17.82

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17.94

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18.06

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16.45

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16.98

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17.05

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17.12

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17.18

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17.28

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.63

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.82

FS18

.03

FS18

.22

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.41

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m S

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m S

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FS18.96

H

H

H

H

H

H

H

H

H

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H

H HH H H HH H H H H

RE

VE

L LA

NE

/

/

FS17.76

FS18.30

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FS18.17

FS18.10

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FS17.84

FS19.18

FS18.96

FS18.32

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FS18

.07

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ES18.50

S30

0Ø

300Ø225Ø

525Ø

525Ø

525Ø450Ø450Ø300Ø

375Ø

375Ø

375Ø

300Ø

300Ø

225Ø

375Ø

375Ø

375Ø

375Ø

300Ø

300Ø

300Ø

225Ø

300Ø

300Ø

300Ø

300Ø

FR17

.41

FR17

.31

FR17

.25

FR17

.19 FR17

.12

>>

>>

>>

>>

>>

>>

>>

>>

>>

>>

>>

300Ø

300Ø

300Ø

300Ø

FR17.20

FR17

.16

FR17

.10

FR17

.05

>

>

>

>

GW

HH

2mS E

EXISTINGPUMP STATION

FUTURESTAGE 3

FUTURESTAGE 3

B2

B2

B2

B2

B2

B2

B2

R8.6

R8.6

R8.6 R8.6

FUTURESTAGE 15

FUTURESTAGE 4

FUTURESTAGE 15

FUTURESTAGE 4

FUTURESTAGE 3

B2

B2B2

B2B2

PROVIDE EDGE STRIP AND"NO ROAD" SIGN IF FUTURESTAGE HAS NOT COMMENCED.

PROVIDE EDGE STRIP AND"NO ROAD" SIGN IF FUTURESTAGE HAS NOT COMMENCED.

PROVIDE EDGE STRIP AND"NO ROAD" SIGN IF FUTURESTAGE HAS NOT COMMENCED.

REMOVE EDGE STRIP AND "NOROAD" SIGN AND MATCH NEATLYINTO EXISTING CONSTRUCTION.

CONNECT TOEXISTING DRAINAGE.

ENDPIPE FOR FUTURECONNECTION TO BE CAPPEDPRIOR TO BACKFILLING.

//

//

//

//

//

//

/

//

//

//

EXISTINGMANZEENE

VILLAGE ESTATESTAGE 4

INDUSTRIAL DRIVEWAY.CROSSOVER AND FOOTPATH

IN ACCORDANCE WITH IDMSTD DWG SD250.

INDUSTRIAL DRIVEWAY. CROSSOVER AND FOOTPATH INACCORDANCE WITH IDM STD DWG SD250.TO BE REMOVED AS A PART OF FUTURE STAGE WORKS.

PROVIDE 6m HEAVY DUTY CROSSING FORWASTE VEHICLE REMOVAL PURPOSES.

CROSSOVER AND FOOTPATH INACCORDANCE WITH IDM STD DWG SD250.

PROVIDE CARRIAGEWAY EASEMENT.TO BE REMOVED AS A PART OFFUTURE STAGE WORKS.

PROVIDE TEMPORARY FENCINGAROUND DRIVEWAY.

PROVIDE CARRIAGEWAY EASEMENT.TO BE REMOVED AS A PART OFFUTURE STAGE WORKS.

PROVIDE TEMPORARYFENCING AROUND DRIVEWAY.

PROVIDE 1 PIPE LENGTH(2.44m) 375Ø STUB.IL15.57 @ 1 IN 240.

PROVIDE 1 PIPE LENGTH(2.44m) 300Ø STUB.IL15.76 @ 1 IN 186.6.

2m RIDGE

CH59.801CH61.178

CH73.801CH75.178

CH89.178 CH89.801

CH101.678CH103.801

CH115.678 CH116.301

CH128.178CH130.301

CH142.178 CH142.801

CH155.301CH156.178

CH169.301CH170.178

CH200.178

CH34

.000

CH45

.000

CH55

.500

CH98

.000

CH11

0.500

CH12

1.000

CH13

1.500

CH17

2.500

CH18

5.000

CH19

7.500

CH48

.000

CH60

.500

CH73

.000

CH87

.000

CH99

.500

CH11

3.500

CH12

6.000

CH14

0.000

CH15

2.500

CH16

5.000

CH17

7.500

CH19

1.000

CH183.301CH184.032

CH41.000

CH47.000

CH53.000

CH59.000

CH66.000

CH19

9.000

LTPC

H16

4.050

TPCH218.128

LTPC

H13

9.950

CH40.000

LTPC

H63

.950

LTPC

H88

.050

TPCH220.055

CH202.105

767778

87

88

89

90

91

9292EP

9495

96

100

101

102

105

106

107

108

109

110

111

112

113

114

115116

117

118

120

CONNECT TOEXISTING DRAINAGE.

INSTALLPSM.

INSTALLPSM.

E 269784.835N 5789263.188

E 269800.442N 5789230.661

E 269799.459N 5789221.941

1m 1m

1m 1m

2.2m

E 269608.863N 5789141.122

4.5m

7.2m

7.2m

7.2m 1m

2.2m

2.2m

1m

3.7m

2.2m

CH26

.000

CH45.178CH43.801

EXISTINGSTAGE 1

Ex.30

Ex.28

28

9.5

28

1412.510.5

12.5

1922

2828282828282828

12.5

28

28

13.5

1412.5

1412.51412.514

12.512.512.5

13.5

1412.51412.51412.51412.512.5

10.510.5

10.510.512.5

2222

22

19

4.24

10.5

11 4.24

12.510.510.59.54.2

4

22222219

19

9.5

4.24

222222

12.512.512.5

12.512.5

32

16

1414

32

32

32

32

32

32

32

32

32

14

32

3216

16

1412

.5 12.5

14 14

12.5

12.5

1414

16.88

32

32

32

32

32

32

32

32

32

32

32

32

1614

1412

.514

12.5

1414

1414

16

1614

1412

.514

12.5

1414

1416 16

.8814

1412

.512

.514

16

28

12.5

12.5

6.1m

3.7m

4m

2m RIDGE

1m

A-

B-

C -

D-

REFER R700 FORBATTER DETAIL

REFER R700 FORBATTER DETAIL

INDUSTRIAL DRIVEWAY. CROSSOVER AND FOOTPATH INACCORDANCE WITH IDM STD DWG SD250.TO BE REMOVED AS A PART OF FUTURE STAGE WORKS.

BOLLARDS

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

180014.2 0R200

1:500 @ A1 K.MCKELVIE K.MCKELVIE

M.TROUNCE T.PALIOS DECEMBER 2019

CORIDALE - STAGE 2

LAYOUT PLAN - 1

A 10.12.19 ISSUED FOR APPROVAL K.MCKELVIE M.TROUNCE T.PALIOSB 01/04/20 COUNCIL COMMENTS DATED 31/03/20 K.MCKELVIE M.TROUNCE T.PALIOS0 23/04/20 ISSUED FOR CONSTRUCTION K.MCKELVIE 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

ISSUED FOR

CONSTRUCTION

SERVICES OFFSET SCHEDULE

ROAD NAMEGAS RECYCLED WATER WATER OPTIC FIBRE ELECTRICITY

SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m)BIBURY STREET WEST 2.10 - - WEST 2.60 EAST 1.85 EAST 2.40LUBEC STREET WEST 2.10 - - WEST 2.60 EAST 1.85 EAST 2.40COLMAR STREET NORTH 2.10 - - NORTH 2.60 SOUTH 1.85 SOUTH 2.40REVEL LANE - - - - - - - - - -

BUILD

ING

LINE

B2 B2

2.10 O

FF B

DY2.6

0 OFF

BDY

G W

1.85 O

FF B

DY2.4

0 OFF

BDY

E NBN

1.50m 2.75m 3.75m 2.75m 1.50m

16.00m

16m ROAD RESERVETWO WAY CROSSFALL

0.80 O

FF B

OK

STREET TREE CENTRALLYLOCATED BETWEEN EDGE OFFOOTPATH AND BACK OF KERB

BIBURY STREET, LUBEC STREET& COLMAR STREET

7.50m4.25m 4.25m

BUILD

ING

LINE

3.75m

REFER R201 FOR CONTINUATIONN

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 1428.4:2002.6. SEWER MAINTENANCE HOLE CONVERTER SLAB OR CONE, TO

BE ROTATED TO ENSURE COVER POSITION IS CENTRALLYLOCATED WITHIN 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,PRIOR TO COMMENCEMENT OF CONSTRUCTION.

BUILD

ING

LINE

4.00m

8.00m

8m ROAD RESERVETWO WAY CROSSFALL

REVEL LANE

BUILD

ING

LINE

4.00m

S

1.50m

OFF

BDY

FR157.40

TW159.30

BW159.30

ES141.34

FS140.35

GW

Ex G

H

Ex T

Ex W

Ex D

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

LEGENDINDICATIVE TREE PLANTING LOCATION.STREET TREE DESIGN TO LANDSCAPEDESIGN.

INDICATIVE PUBLIC LIGHTING LOCATION.PUBLIC LIGHTING DESIGN SUBJECT TOELECTRICAL DESIGN.

CITY OF GREATER GEELONG TO STAMP HERE UPON APPROVAL