Download - Ex 450Ø Ex.GP ARTEMIS DRIVE ROAD A 211 223 224 52 222...EX43.070 EX42.808 EX40.000 EX40.000 1.00m 1.00m 1.00m EX40.844 M2 M2 B2 B2 EX39.702 EX40.764 EX41.068 EX40.986 EX41.261 EX40.520

3

9

4

0

4

1

41

4

2

42

42

4

3

4

3

43

DAM

16

16

16

25.5

211 223 224

222

221

220

219

218

4

4

43

4

3

43

AFP02

BFP02

EFP02

DFP02

CFP02

FUTURESTAGE 2

FUTURESTAGE 2

FUTUREDEVELOPMENT

BY OTHERS

EXISTINGDEVELOPMENT

8.6R 8.6R

ROAD AB2

B2B2

B2

2.0m D.E

3.0m D.S.E 2.0m D.E

14

32

12.5

10.5

149

294m²

28

414m²416m² 28.4

25.5

12.5

29.8

29.9

8.5

12.8

19.5

14

13.829

.6

29.5

29.3

29.4

29.2

29.1

28.8

28.9

25.628

.7

14

22

1414

114.2

19

10.5

22

10.5

22

10.5

12.512.5

22

14

14

32

141

14

32

14

16

16 14

13

3232

13

12.5

12.5

14 13

13

12.5

12.5

14

14

14

14

14

14

12.5 12

.510

.5

22

10.5

101

10.5

10.5

22

11

4.219

14

18

14

4.2

21

11

350m²

28

21

28

28

12.5

12.5

12.5

14

1414

4.2

11

13.9

275m²

12.5

12.5

14

14

14

14

12.5

12.5

12.5

12.5

12.5

12.5

14

14

12.5

12.5

12.5

12.5

14

14

14

14

14

14

14

12.5

12.5

12.5

14

28

12.5

12.5

12.5

11.5

12.5

12.5

12.5

14.5

4.3

18

21

14

21

114.2

14 122

121

111110

123

109

124

108

125

107106

127 126128

104 105

129130

103102

131132

112

117

113

118

120

119

142

143

144

140139138137136135134133 151150

145

146

147

148

412m²362m²410m²413m²

390m²

383m²

290m²

397m²394m²

303m²303m²

290m²

417m²

360m²406m²367m² 408m²

294m²

350m²350m² 350m²392m² 350m²350m²350m²350m² 350m² 350m²

448m²400m² 448m²448m²416m²448m²400m² 512m²448m²448m²

275m²

231m²

231m²

231m²

231m²

12.9

8.6R 8.6R

8.6R 8.6RB2

B2

B2B2

B2

B2

B2

B2 B2B2

B2

B2

32 32 32 32 32 32

322828282828282828

DAM

OPEN DRAIN

OPEN DRAIN

SEALED TRACK

DAM

Ex.JP

Ex.GP

Ex. Ø300 RCP

E

x

.

Ø

3

0

0

R

C

P

Ex. Ø

300

RC

P

ROAD C

ROAD

B

ROAD

D

ARTEMIS DRIVE

ROAD

B

ROAD C

B2B2

FUTURESTAGE 2

FUTURESTAGE 2

FUTUREDEVELOPMENT

BY OTHERS

EXISTINGDEVELOPMENT

22 22

32

EXITING SEALED TRACK TO BEPROTECTED DURING CONSTRUCTION

EXISTING VEGETATION TO BE TRIMMED/REMOVED. CONTRACTOR TO LIAISE WITH

SUPERINTENDENT TO DETERMINE EXTENTOF REMOVAL/ TRIMMING

EXISTING TREE TO BE REMOVEDIF APPROVED. CONTRACTOR TOLIAISE WITH COUNCIL APPROVEDARBORIST TO DETERMINE EXTENTOF REMOVAL / TRIMMING

EXISTING FENCE TO BEREMOVED AND TIED TO

NEAREST POST

EXISTING FENCE TO BE REMOVEDAND TIED TO NEAREST POST

EXISTING FENCE TO BEREMOVED AND TIED TONEAREST POST

EXISTING DAM TO BE DRAINED,DE-SLUDGED, COMPACTED &

FILLED TO LEVEL 1 SUPERVISION

RE-SHAPE & GRADEEXISTING OPEN DRAIN

TO ACCOMMODATENEW CATCH DRAIN

RE-SHAPE & GRADEEXISTING OPEN DRAIN TOACCOMMODATE NEWCATCH DRAIN

REMOVE TEMPORARY TURNAROUND 200mmTHICK CLASS 3 FCR 9.0m MINIMUM RADIUS &

AND ROAD CLOSED & HAZARD SIGN

REMOVE CONCRETE EDGE STRIPINCLUDING AG DRAIN

REMOVE TEMPORARY TURNAROUND 200mmTHICK CLASS 3 FCR 9.0m MINIMUM RADIUS &

AND ROAD CLOSED & HAZARD SIGN

REMOVE CONCRETE EDGE STRIPINCLUDING AG DRAIN

CONSTRUCT TEMPORARY TURNAROUND200mm THICK CLASS 3 FCR 9.0m MINIMUM

RADIUS & SUPPLY AND INSTALL ROADCLOSED & HAZARD SIGN

SUPPLY AND INSTALL CONCRETEEDGE STRIP AS SPECIFIED

INCLUDING AG DRAIN

CONSTRUCT NEWSTORMWATER GP ANDCONNECT NEW STORMWATERPIPE AND MAKE GOOD TOCOUNCIL STANDARDS

TEMPORARY SWALE DRAIN TO DIRECTOVERLAND FLOW SOUTH THROUGHPROPOSED DEVELOPMENT

CONNECT NEW STORMWATERTO EX. STORMWATER STUBS

CONNECT NEW STORMWATERTO EX. STORMWATER STUB

EX40.753 EX40.553

EX40.557 EX40.400 EX40.184

EX41

.392

EX40

.830

EX40

.624

EX40

.316

EX40

.743

EX40

.295

EX41

.475

EX40

.651

EX41

.303

EX40

.742

EX41

.110

EX40

.763

EX41

.229

EX40

.886

EX41

.469

EX41

.135

EX41

.735

EX41

.410

EX42

.065

EX41

.728

EX42

.400

EX42

.186

EX42

.825

EX42

.852

EX43

.094

EX43

.226

EX40

.683

EX40

.688

EX40

.779

EX40

.843

EX40

.753

EX40

.874

EX40

.979

EX41

.121

EX41

.201

EX41

.369

EX41

.480

EX41

.750

EX41

.847

EX42

.100

EX42

.273

EX42

.572

EX42

.869

EX42

.910

EX43

.201

EX43

.050

EX41

.041

EX40

.117

EX40

.189

EX40

.963

EX41

.195

EX40

.883

EX41

.505

EX41

.029

EX41

.815

EX41

.257

EX42

.108

EX41

.520

EX42

.362

EX41

.888

EX42

.627

EX42

.142

EX42

.867

EX42

.452

EX40.521 EX40.195

EX40.522 EX40.393

EX40.477 EX40.284

EX43

.290 EX40.736

EX40.659 EX40.528

EX40.872

EX40.454 EX40.373

EX40.882 EX40.755

EX40.774 EX40.639

EX40.754 EX40.602

EX40

.355

EX40.293

EX41

.463

EX40

.482

EX41.529

EX41

.482

EX43

.264 EX41.542

EX43

.153

EX40.495

EX40.880

EX40

.549

EX40.448

EX40.795

EX41

.264

EX40

.655

EX40

.418

EX40

.219

EX40

.263

EX40

.607

EX43

.070

EX42

.808

EX40

.000

EX40

.000

1.00m

1.00m

1.00m

EX40

.844

M2

M2

B2

B2

EX39.702

EX40.764

EX41.068 EX40.986

EX41.261

EX40.520

EX40.418

EX41.612

12.5

12.5

29

14

32

14 4.2

25

14

4.211

32

32

10.5

277.1

114

115

116

152

489m²

400m²

443m²

388m²

15.8

Vertical

HorizontalScale

0

01:500,A1

5 10 15 20 25

5 10 15 20 25

THE LOCATION OF SERVICES ARE APPROXIMATE ONLYAND THEIR EXACT POSITION SHOULD BE PROVEN ONSITE. NO GUARANTEE IS GIVEN THAT ALL EXISTINGSERVICES ARE SHOWN.SPECIAL CONSIDERATION

SHOULD BE GIVEN TO CONSTRUCTION PROCEDURESUNDER OVERHEAD ELECTRICITY TRANSMISSION LINES.

BEWARE OF UNDERGROUND/OVERHEAD SERVICESWARNING

SHEET INDEXSHEET NO. REVISION DESCRIPTION

1 A FUNCTIONAL LAYOUT PLAN2 A TYPICAL SECTIONS3 A TURNING MOVEMENTS (1)4 A TURNING MOVEMENTS (2)5 A PARKING, SIGNAGE ANDLINEMARKING PLAN6 A EXISTING FEATURES ANDTREE REMOVAL PLANDATEREV. AMENDMENTS APP'D REV.

PM

MELWAYS:

FILE: J:\12dS_WorkSpace\data\AUMELSQL01\116501_418\PM02 DESIGN\G01 DESIGN\ACAD\116501FP00.dwg LAYOUT: FP1-01 PLOTTED BY: Nathan Miratana PLOT DATE: 12/4/2019 10:45 AM

SHEET No.

C 2018 LD Eng Pty Ltd

OF

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED

Land Development Engineering

Level 1, 1-5 Nantilla Road

Notting Hill, Vic 3168

Ph: 03 9562 7424

ldeng.com.au

116501FP01 A

BALLARTO RD (1405)CRANBOURNE EAST

CITY OF CASEYFUNCTIONAL LAYOUT PLAN

B.SAUNDERS15.02.19

S.A.H.5.03.2019

PS830147PA ISSUE TO COUNCIL 27.03.2019S.A.H. 1 6

PRELIMINARY

134 H10

B. HEYME

5.03.2019N.MIRATANA

LEGEND:EXISTING WATER MAINEXISTING RECYCLED WATER MAINEXISTING UNDERGROUND ELECTRICITYEXISTING OVERHEAD ELEC & POLEEXISTING TELSTRA & SERVICE PITEXISTING OPTIC FIBREEXISTING GAS MAINEXISTING FENCEEXISTING SEWER & MANHOLEEXISTING SEWER RISING MAIN

EXISTING STORMWATER DRAIN & PIT

EXISTING HOUSE DRAINEXISTING SURFACE CONTOUR MINOREXISTING SURFACE CONTOUR MAJOREXISTING TOP OF BATTEREXISTING TOE OF BATTEREXISTING KERBEXISTING FOOTPATHEXISTING FILL LEVELEXISTING SURFACE LEVELEXISTING BUILDINGEXISTING SIGN AND POSTEXISTING PERMANENT SURVEY MARKROAD RESERVELOT BOUNDARYEASEMENTKERB & CHANNEL + TYPESAWCUT PAVEMENTCONCRETE EDGE STRIPLIMIT OF ROAD WORKSALLOTMENT NUMBERROAD CHAINAGE

ROAD TP CHAINAGE

SET-OUT POINT

FINISHED SURFACE CONTOUR MINORFINISHED SURFACE CONTOUR MAJORFINISHED SURFACE LEVELTOP/TOE OF BATTER LEVELPROPOSED WATER MAINPROPOSED RECYCLED WATER MAINPROPOSED ELECTRICITYPROPOSED TELSTRAPROPOSED OPTIC FIBRE CONDUITPROPOSED GAS MAINPROPOSED SEWERPROPOSED SEWER RISING MAIN

PROPOSED STORMWATER DRAIN & PIT

PROPOSED HOUSE DRAINPROPOSED DRAINAGE INLETAUTHORITY DRAIN & PIT

PIT NUMBER

PROPOSED FOOTPATH

PROPOSED DRIVEWAY

PROPOSED INDUSTRIAL DRIVEWAY

GAS & WATER CONDUITPROPOSED AG DRAIN & FLUSHER PITPROPOSED CATCH DRAINPROPOSED SWALE DRAIN5 YEAR FLOW ARROW100 YEAR FLOW ARROWTEMPORARY BENCH MARK (TBM)

PROPOSED PERMANENT SURVEY MARK

PROPOSED BOLLARDPROPOSED LIGHT & POLEPROPOSED ESTATE FENCEPROTECTIVE TREE FENCINGPROPOSED TOP OF BATTERPROPOSED TOE OF BATTERRIDGE / CHANGE OF GRADEPROPOSED SLEEPER RETAINING WALLPROPOSED ROCK RETAINING WALL

PARKING BAY/PAVED AREA

CONCRETE PAVEMENT THRESHOLD

CONCRETE PAVEMENT

ROCK BEACHING

CRUSHED ROCK TURNAROUND

EXCAVATION GREATER THAN 200mm

FILLING GREATER THAN 200mm

PAVEMENT TO BE REMOVED

Ex 450Ø

H

168.90169.00

EX158.664

SM2

52CH20.06

TPCh116.57

R2

168.90169.00

FS158.385T167.15

H

X

O O O

®

https://vpa-web.s3.amazonaws.com/wp-content/uploads/2016/07/EDCM-Standard-Drawings_Complete-Set-20151207.pdf






































































































































25.50m ROAD RESERVE11.20m CARRIAGEWAY (WITH PARKING BAYS)

Road A

DRAI

NAGE

DRAI

NAGE

25.50

1.80

2.20

2.65

GAS

NON DRINKING WATER

WATER

2.85

3.60TELCOELECTRICITY

3.50 3.50

11.20

3.00BIKE PATH

VERGE

1 IN 10 (MAX)1 IN 30 (MIN)

1.50PATH

1 IN 40

0.05

1 IN 40

0.05

4.50 1.50PATHVERGE

0.60B2

0.60B2

2.10 2.10

CARRIAGEWAY

PARKING BAY PARKING BAY

1 IN 30 1 IN 30

BUILD

ING

LINE

BUI

LDIN

G LIN

E

1 IN 10 (MAX)1 IN 30 (MIN)

16.00m ROAD RESERVE7.30m CARRIAGEWAY

Road D

25.50m ROAD RESERVE

DRAI

NAGE

25.50

1.80

2.20

2.65

GAS

NON DRINKING WATER

WATER

1.00SEWER

3.65 3.65

7.30

1.50PATH

1 IN 40

0.05

6.45VERGE

0.60B2

0.60B2

CARRIAGEWAY

1 IN 30 1 IN 30

BUILD

ING

LINE

1 IN 10 (MAX)1 IN 30 (MIN)

7.30m CARRIAGEWAY Road A

9.80

AFP01

SECTIONSCALE 1 : 100

BFP01

SECTIONSCALE 1 : 100 E

FP01SECTIONSCALE 1 : 100

BUILD

ING

LINE


Road B CFP01



Road C DFP01


16.00

4.20

2.65VERGE1.50PATH

4.50

1.50 2.65

1 IN 10 (MAX)1 IN 30 (MIN)

VERGE

PATH

1 IN 40

0.60B2

1 IN 30

0.60B2

1 IN 30

7.30

3.653.65CARRIAGEWAY

DRAI

NAGE

DRAI

NAGE

1 IN 40

0.05 0.05

1.852.35

TELCOELECTRICITY

1.80

2.30

2.80

GAS

NON DRINKING WATER

1.00SEWER

BUILD

ING

LINE

BUILD

ING

LINE

1 IN 10 (MAX)1 IN 30 (MIN)

1.00 SEWER

16.00

4.20

2.65VERGE

1.50PATH

4.50

1.502.65

1 IN 10 (MAX)1 IN 30 (MIN)

VERGE

PATH

1 IN 40

0.60B2

1 IN 30

0.60B2

1 IN 30

7.30

3.65 3.65CARRIAGEWAY

DRAI

NAGE

DRAI

NAGE

1 IN 40

0.050.05

1.852.35

TELCOELECTRICITY

1.80

2.30

2.80

GAS

NON DRINKING WATER

WATER

1.00 SEWER

BUILD

ING

LINE

BUILD

ING

LINE

1 IN 10 (MAX)1 IN 30 (MIN)

1.00SEWER

16.00

4.20

2.65VERGE1.50PATH

4.50

1.50

1 IN 10 (MAX)1 IN 30 (MIN)

VERGE

PATH

1 IN 40

0.60B2

1 IN 30

0.60B2

1 IN 30

7.30

3.653.65CARRIAGEWAY

DRAI

NAGE

DRAI

NAGE

1 IN 40

0.05 0.05

1.852.35

TELCOELECTRICITY

1.80

2.30

2.80

GAS

NON DRINKING WATER

WATER

1.00SEWER

BUILD

ING

LINE

BUILD

ING

LINE

1 IN 10 (MAX)1 IN 30 (MIN)

1.00 SEWER2.85

3.60TELCOELECTRICITY

3.00BIKE PATH

VERGE

1 IN 10 (MAX)1 IN 30 (MIN) 1 IN 40

0.05

1.50PATH

11.75

Vertical

HorizontalScale

1 2 3 4 50

01:100,A1

1 2 3 4 5

Road A 25.50 1.00* S 1.80 S 2.20 S 2.65 N 3.60 S 1.00* N 2.85 S 1.00* VARIES G,NDW,DW & E,TRoad B 16.00 1.00* W 1.80 W 2.30 W 2.80 E 2.35 W 1.00* E 1.85 W 1.00* W4.35/E4.05 G,NDW,DW & E,TRoad C 16.00 1.00* N 1.80 N 2.30 N 2.80 S 2.35 N 1.00* S 1.85 N 1.00* N4.35/S4.05 G,NDW,DW & E,TRoad D 16.00 1.00* W 1.80 W 2.30 W 2.80 E 2.35 W 1.00* E 1.85 W 1.00* W4.35/E4.05 G,NDW,DW & E,T

SERVICE OFFSET TABLE

ROAD NAMEROAD

RESERVEWIDTH

TREEGAS

WATER ELECTRICITY COMMUNICATIONS/ NBN

BACK OF KERB SHAREDTRENCHINGNDW DW CABLES POLES CABLES PITS

SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET

DATEREV. AMENDMENTS APP'D REV.

PM

MELWAYS:

FILE: J:\12dS_Workspace\data\AUMELSQL01\116501_418\PM02 DESIGN\G01 DESIGN\ACAD\116501FP00.dwg LAYOUT: FP2-01 PLOTTED BY: Ben Saunders PLOT DATE: 9/4/2019 2:38 PM

SHEET No.


OF

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED




Ph: 03 9562 7424

ldeng.com.au

116501FP02 A



TYPICAL SECTIONS

B.SAUNDERS15.02.19

PS830147PA ISSUE TO COUNCIL 2 6

PRELIMINARY

134 H10

B. HEYME

5.03.2019N.MIRATANA

1. TELSTRA AND ELECTRICITY CABLES TO BE CONSTRUCTED IN A COMMON TRENCH IN ACCORDANCE WITH ELECTRICITY AUTHORITY STANDARD DRG's.2. GAS AND WATER MAINS TO BE CONSTRUCTED IN A COMMON TRENCH.3. * = OFFSET FROM BACK OF KERB

LEGEND:EXISTING WATER MAINEXISTING RECYCLED WATER MAINEXISTING UNDERGROUND ELECTRICITYEXISTING OVERHEAD ELEC & POLEEXISTING TELSTRA & SERVICE PITEXISTING OPTIC FIBREEXISTING GAS MAINEXISTING FENCEEXISTING SEWER & MANHOLEEXISTING SEWER RISING MAIN

EXISTING STORMWATER DRAIN & PIT

EXISTING HOUSE DRAINEXISTING SURFACE CONTOUR MINOREXISTING SURFACE CONTOUR MAJOREXISTING TOP OF BATTEREXISTING TOE OF BATTEREXISTING KERBEXISTING FOOTPATHEXISTING FILL LEVELEXISTING SURFACE LEVELEXISTING BUILDINGEXISTING SIGN AND POSTEXISTING PERMANENT SURVEY MARKROAD RESERVELOT BOUNDARYEASEMENTKERB & CHANNEL + TYPESAWCUT PAVEMENTCONCRETE EDGE STRIPLIMIT OF ROAD WORKSALLOTMENT NUMBERROAD CHAINAGE

ROAD TP CHAINAGE

SET-OUT POINT

FINISHED SURFACE CONTOUR MINORFINISHED SURFACE CONTOUR MAJORFINISHED SURFACE LEVELTOP/TOE OF BATTER LEVELPROPOSED WATER MAINPROPOSED RECYCLED WATER MAINPROPOSED ELECTRICITYPROPOSED TELSTRAPROPOSED OPTIC FIBRE CONDUITPROPOSED GAS MAINPROPOSED SEWERPROPOSED SEWER RISING MAIN

PROPOSED STORMWATER DRAIN & PIT

PROPOSED HOUSE DRAINPROPOSED DRAINAGE INLETAUTHORITY DRAIN & PIT

PIT NUMBER

PROPOSED FOOTPATH

PROPOSED DRIVEWAY

PROPOSED INDUSTRIAL DRIVEWAY

GAS & WATER CONDUITPROPOSED AG DRAIN & FLUSHER PITPROPOSED CATCH DRAINPROPOSED SWALE DRAIN5 YEAR FLOW ARROW100 YEAR FLOW ARROWTEMPORARY BENCH MARK (TBM)

PROPOSED PERMANENT SURVEY MARK

PROPOSED BOLLARDPROPOSED LIGHT & POLEPROPOSED ESTATE FENCEPROTECTIVE TREE FENCINGPROPOSED TOP OF BATTERPROPOSED TOE OF BATTERRIDGE / CHANGE OF GRADEPROPOSED SLEEPER RETAINING WALLPROPOSED ROCK RETAINING WALL

PARKING BAY/PAVED AREA

CONCRETE PAVEMENT THRESHOLD

CONCRETE PAVEMENT

ROCK BEACHING

CRUSHED ROCK TURNAROUND

EXCAVATION GREATER THAN 200mm

FILLING GREATER THAN 200mm

PAVEMENT TO BE REMOVED

Ex 450Ø

H

168.90169.00

EX158.664

SM2

52CH20.06

TPCh116.57

R2

168.90169.00

FS158.385T167.15

H

X

O O O

®

ROAD

B

ROAD

D

149

141

122

123124 118

119

142

150

147

148

B2 B2

ROAD CM2

M2

ROAD

B

ROAD

D

149

141

122

121

123 117118

120

119

151150

148

B2 B2

ROAD CM2

M2

ROAD A

ROAD

B

111110109 112 113

B2 B2

OPEN DRAIN

Vertical

HorizontalScale

0

01:250,A1

2.5 5 7.5 10 12.5

2.5 5 7.5 10 12.50

ROAD A25.5m ROAD RESERVE

SCALE 1 : 250

ROAD C16.00m ROAD RESERVE

SCALE 1 : 250


PM

MELWAYS:


SHEET No.


OF

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED




Ph: 03 9562 7424

ldeng.com.au

116501FP03 A



TURNING MOVEMENTS SHEET 1/2

B.SAUNDERS15.02.19


PRELIMINARY

134 H10

B. HEYME

5.03.2019N.MIRATANA

8.8

1.5 5

Service Vehicle (8.8 m)Overall Length 8.800mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.427mTrack Width 2.500mLock-to-lock time 4.00sCurb to Curb Turning Radius 12.500m

5.2

0.95 3.05

Passenger vehicle (5.2 m)Overall Length 5.200mOverall Width 1.940mOverall Body Height 1.804mMin Body Ground Clearance 0.295mTrack Width 1.840mLock-to-lock time 4.00sCurb to Curb Turning Radius 6.300m

ROAD

B

ROAD

D

149

141

122

123124125

119

142

140147

148

B2 B2

DAM

M2

M2

RCP

ROAD A

ROAD

B

ROAD A

294m²

121

111110109 112 113

120

412m²362m² 397m²394m²360m²

294m²

B2 B2

ROAD

B

Vertical

HorizontalScale

0

01:250,A1

2.5 5 7.5 10 12.5

2.5 5 7.5 10 12.50

ROAD C25.50m ROAD RESERVE

SCALE 1 : 250

ROAD A16.00m ROAD RESERVE

SCALE 1 : 250


PM

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SHEET No.


OF

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED




Ph: 03 9562 7424

ldeng.com.au

116501FP04 A



TURNING MOVEMENTS SHEET 2/2

B.SAUNDERS15.02.20


PRELIMINARY

134 H10

B. HEYME

5.03.2019N.MIRATANA

FUTURESTAGE 2

FUTURESTAGE 2

FUTUREDEVELOPMENT

BY OTHERS

EXISTINGDEVELOPMENT

ROAD AB2

B2 B2

B2

149

141

101

122

121

111110

123

109

124

108

125

107106

127 126128

104 105

129130

103102

131132

112

117

113

118

120

119

142

143

144

140139138137136135134133 151150

145

146

147

148

B2

B2

B2B2

B2

B2

B2

B2 B2B2

B2

B2

ROAD C

ROAD

B

ROAD

DB2B2

FUTURESTAGE 2

FUTURESTAGE 2

FUTUREDEVELOPMENT

BY OTHERS

EXISTINGDEVELOPMENT

M2

M2

B2

B2

114

115

116

152

Vertical

HorizontalScale

0

01:500,A1

5 10 15 20 25

5 10 15 20 25DATEREV. AMENDMENTS APP'D REV.

PM

MELWAYS:


SHEET No.


OF

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED




Ph: 03 9562 7424

ldeng.com.au

116501FP05 A



PARKING, SIGNAGE AND LM PLAN

B.SAUNDERS15.02.19


PRELIMINARY

134 H10

B. HEYME

5.03.2019N.MIRATANA

SIGN LEGEND

GIVE

WAY

R1-2A

ROAD CLOSED

R1-2ASIGN

R1-2ASIGN

R1-2ASIGN

T2 AND D5 SIGN

R1-2ASIGN

R1-2ASIGN

3

9

4

0

4

1

41

41

4

2

42

42

4

3

4

3

43

4

4

43

4

3

43

C

/T

V

O

L.10355 F

O

L.953

DAM

OPEN DRAIN

OPEN DRAIN

SEALED TRACK

DAM

Ex.JP

Ex.GP

Ex. Ø300 RCP

E

x

.

Ø

3

0

0

R

C

P

Ex. Ø

300

RC

P

Vertical

HorizontalScale

0

01:500,A1

5 10 15 20 25

5 10 15 20 25DATEREV. AMENDMENTS APP'D REV.

PM

MELWAYS:


SHEET No.


OF

POS No.:

DESIGNED

CHECKED

STATUS:

AUTHORISED




Ph: 03 9562 7424

ldeng.com.au

116501FP06 A



REMOVAL PLAN

B.SAUNDERS15.02.19


PRELIMINARY

134 H10

B. HEYME

XRN.MIRATANA

EXISTING DAM. DRAINAND DE-SLUDGE

EXITING SEALED TRACK TO BEPROTECTED DURING CONSTRUCTION

EXISTING JUNCTION PIT AND DRAINAGELINE TO REMAIN. CONTRACTOR TOPROTECT DURING CONSTRUCTION

EXISTING OPEN DRAIN TO BEDRAINED AND DE-SLUDGED


EXISTING VEGETATION TO BE TRIMMED /REMOVED. CONTRACTOR TO LIAISE WITHSUPERINTENDENT TO DETERMINE EXTENTOF REMOVAL / TRIMMING

EXISTING TREE TO BE REMOVED IFAPPROVED. CONTRACTOR TO LIAISEWITH COUNCIL APPROVED ARBORISTTO DETERMINE EXTENT OF REMOVAL /TRIMMING


