LIGHT POLE N GATE - Villawoodarmstrong.villawoodproperties.com.au/sites/... · light pole bollard bollard 21.63 26.19 26.63 26.67 26.11 22.01 26.57 26.37 26.41 26.39 26.24 26.67 26.14

21.5

22.0

22.0

22.5

22.5

23.0

23.0

23.5

23.5

24.0

24.0

24.5

24.5

25.0

25.0

25.5

26.0

26.5

GWR

ABODE STREET

GWR

ELEMENT CIRCUIT

GWR

2m S E

3m D&S E

600%%C

450%%C

450%%C

450%%C

300%%C

300%%C

375%%C

GWR

GWR

GWR

GWR

GWR

GWR

GWR

H

H

H

H

H

H

GWR

H

GWR

2m S E

3m D&S E

300%%C

300%%C

ABODE STREET

ELEMENT CIRCUIT

321

320

319

318

317

316

315

325

322

326

327

328

329

330

331

332

333

334

335

336

337

338

339

340

341

301

302

313

314

323

324

3m D & S E

2m S E

3m D & S E

3m D&S E

3m D&S E

GWR

GWR

ELEMENT CIRCUIT

GWR

GWR

GWR

GWR

GWR

ES22.57

ES22.21

ES24.84

ES21.77

ES22.20

ES22.74

ES23.53

ES24.29

ES24.40

ES24.14

ES24.17

ES24.07

ES24.90

ES21.99

ES24.05

ES23.72

ES24.38

ES23.41

ES24.07

ES23.03

ES23.76

ES22.71

ES23.43

ES22.33

ES22.97

ES22.15

ES22.68

ES24.55

ES25.43

ES22.59

ES22.18

ES23.10

ES23.83

ES22.74

ES25.03

ES24.29

ES25.14

ES24.50

ES25.24

ES24.72

ES25.27

ES24.80

ES25.34

ES24.88

ES25.38

ES24.88

ES25.44

ES24.90

ES25.46

ES24.88

ES21.59

ES21.88

ES21.33

ES21.53

ES21.80

ES23.58

ES24.54

ES23.78

ES24.65

ES23.91

ES24.75

ES24.06

ES24.79

ES24.21

ES24.73

ES24.67

ES23.39

ES23.42

ES23.94

ES22.99

ES23.59

ES23.38

ES23.66

ES23.95

ES22.33

ES24.62

ES24.25

FS22.20

FS22.18

FS23.91

FS24.53

FS22.36

FS22.92

FS24.18

FS24.35

FS24.23

FS24.57

FS24.77

FS24.53

FS24.76

FS24.62

FS23.56

FS24.41

FS23.22

FS24.20

FS22.83

FS23.97

FS22.49

FS23.70

FS22.17

FS23.42

FS21.96

FS23.23

FS24.59

FS23.78

FS22.23

FS23.34

FS24.66

FS24.60

FS24.35

FS24.41

FS24.49

FS24.55

FS24.69

FS24.62

FS21.90

FS21.62

FS21.58

FS24.44

FS24.52

FS24.58

FS24.65

FS24.71

FS24.14

FS24.02

FS23.67

FS23.66

FS23.86

FS24.53

GWR

GWR

GWR

GWR

GWR

GWR

GWR

225%%C

300%%C

450%%C

375%%C

300%%C

225%%C

225%%C

375%%C

375%%C

375%%C

375%%C

300%%C

300%%C

300%%C

225%%C

300%%C

300%%C

300%%C

GWR

GWR

GWR

GWR

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

225%%C

225%%C

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

B2

REMOVE EXISTING EDGE STRIP, "NO ROAD" SIGN AND BARRIER AND MATCH NEATLY INTO EXISTING CONSTRUCTION.

CONNECT TO EXISTING PIT.

EXISTING TREES THUS SHOWN TO BE REMOVED AND DISPOSED OFFSITE.

FUTURE STAGE

EXISTING STAGE 2

FUTURE DEVELOPMENT

FUTURE DEVELOPMENT

FUTURE DEVELOPMENT

FUTURE DEVELOPMENT

B2

B2

B2

B2

B2

B2

B2

B2

R9.0

R9.0

R8.6

R8.6

PROVIDE TEMPORARY TURN AROUND AREA IF FUTURE STAGE HAS NOT COMMENCED.

REMOVE EXISTING EDGE STRIP, "NO ROAD" SIGN AND BARRIER AND MATCH NEATLY INTO EXISTING CONSTRUCTION.

EXISTING FENCE TO BE REMOVED AND DISPOSE OFFSITE.

EXISTING FENCE TO BE REMOVED AND DISPOSE OFFSITE.

EXISTING FENCE TO BE REMOVED AND DISPOSE OFFSITE.

EXISTING TREES THUS SHOWN TO BE REMOVED AND DISPOSED OFFSITE.

CONNECT TO EXISTING STUB.

CONNECT TO EXISTING STUB.

PROVIDE (1.0m DEPTH) BIN COLLECTION POINTS FOR LOTS 322 & 326-328. CONTRACTOR TO STENCIL THE OWNER'S STREET NUMBER AT 1m CENTRE TO CENTRE SPACING.

AG DRAIN TO CONNECT TO PROPOSED DRAINAGE NETWORK.

FUTURE DRAINAGE CONNECTION POINT TO BE CAPPED PRIOR TO BACKFILLING.

FUTURE SEWER CONNECTION POINT.

PROVIDE TEMPORARY TURN AROUND AREA IF FUTURE STAGE HAS NOT COMMENCED.

AG DRAIN TO CONNECT TO PROPOSED DRAINAGE NETWORK.

EXISTING CATCH DRAIN TO BE EXCAVATED TO A SOUND BASE FILLED AND COMPACTED TO THE SATISFACTION OF THE SUPERINTENDENT.

FUTURE DRAINAGE CONNECTION POINT TO BE CAPPED PRIOR TO BACKFILLING.

GRASS CATCH DRAIN. FOR DETAILS REFER IDM STD DWG SD500.

NON STANDARD INDUSTRIAL VEHICLE CROSSOVER. REFER IDM SD250.

PROVIDE 3m STUB IN NORTH WALL FOR FUTURE CONNECTION. STUB TO BE CAPPED PRIOR TO BACKFILLING.

FUTURE DRAINAGE CONNECTION POINT TO BE CAPPED PRIOR TO BACKFILLING.

FUTURE SEWER CONNECTION POINT.

CONNECT TO EXISTING SEWER.

INSTALL PSM.

INSTALL PSM.

CH155.963

CH141.917

CH106.279

CH90.279

CH77.779

CH63.779

CH51.279

CH78.875

CH117.875

CH130.375

CH142.875

CH252.545

CH238.545

CH68.375

LTPCH 86.425

LTPCH 110.325

TPCH 264.595

TPCH 116.929

TPCH 137.767

CH41.638

100

100EP

111

125

126

126EP

134

142

143

144

145

146

146EP

150

151

152

153

154

155

156

160

161

161EP

163

164

167

TBM

E

N

RL

STN No: 3

STEEL STAR PICKET

267969.592

5764926.363

21.62

TBM

E

N

RL

STN No: 1

STEEL STAR PICKET

268005.980

5764991.751

21.80

CH56.375

CH166.081

CH110.856

CH94.856

CH82.356

CH68.356

CH55.856

CH91.375

CH103.875

CH106.375

CH122.375

CH138.375

PROVIDE (1.0m DEPTH) BIN COLLECTION POINTS FOR LOTS 325. CONTRACTOR TO STENCIL THE OWNER'S STREET NUMBER AT 1m CENTRE TO CENTRE SPACING.

133

144EP

143EP

CONNECT TO EXISTING STUB.

EXISTING HOUSE

16.5

16.5

17.0

17.0

17.5

17.5

18.0

18.0

18.5

18.5

19.0

19.0

19.5

19.5

20.0

20.0

20.5

20.5

21.0

21.0

21.5

22.0

22.5

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

SANCTUARY

2m S E

2m D E

2m D E

2m D E

2m D E

2m S E

3m S&D E

600%%C

300%%C

225%%C

225%%C

2m D E

2m S E

2m S E

750%%C

825%%C

675%%C

300%%C

300%%C

600%%C

H

H

H

H

H

H

H

RESTFUL WAY

312

308

309

310

311

303

304

305

306

307

2m S E

2m D E

2m S E

2m S E

2m D E

2m S E

2m D E

ES20.24

ES20.63

ES21.06

ES20.46

ES21.40

ES20.70

ES21.85

ES21.02

ES22.23

ES21.41

ES21.33

ES21.53

ES21.19

ES21.03

ES20.85

ES20.82

ES20.53

ES20.51

ES20.29

ES20.19

ES20.10

ES19.82

ES21.80

FS20.18

FS20.46

FS20.74

FS21.02

FS21.30

FS21.62

FS21.30

FS21.02

FS20.70

FS20.42

FS21.58

450%%C

450%%C

375%%C

300%%C

300%%C

300%%C

675%%C

600%%C

525%%C

450%%C

H

H

H

H

H

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

AG DRAIN TO CONNECT TO PROPOSED DRAINAGE NETWORK.

FUTURE DEVELOPMENT

FUTURE DEVELOPMENT

REMOVE EXISTING EDGE STRIP, "NO ROAD" SIGN AND BARRIER AND MATCH NEATLY INTO EXISTING CONSTRUCTION.

CONNECT TO EXISTING PIT.

EXISTING STAGE 2

FUTURE DEVELOPMENT

FUTURE DEVELOPMENT

FUTURE DEVELOPMENT

EXISTING FENCE TO BE REMOVED AND DISPOSE OFFSITE.

B2

B2

PROVIDE TEMPORARY TURN AROUND AREA IF FUTURE STAGE HAS NOT COMMENCED.

EXISTING CATCH DRAIN TO BE EXCAVATED TO A SOUND BASE FILLED AND COMPACTED TO THE SATISFACTION OF THE SUPERINTENDENT.

GRASS CATCH DRAIN. FOR DETAILS REFER IDM STD DWG SD500.

CONNECT TO EXISTING SEWER.

CH238.545

CH222.545

CH208.545

CH192.545

CH178.545

CH162.545

9C

92

93

94

95

96

97

98

99

PROVIDE 375 BLOCKOUT IN WEST WALL FOR FUTURE CONNECTION. IL15.180.

PROVIDE 300 BLOCKOUT IN WEST WALL FOR FUTURE CONNECTION. IL15.795.

PROVIDE 300 BLOCKOUT IN EAST WALL FOR FUTURE CONNECTION. IL16.988.

PROVIDE 300 BLOCKOUT IN EAST WALL FOR FUTURE CONNECTION. IL18.312.

E 267929.455

N 5764654.522

E 267930.514

N 5764662.654

E 267877.987

N 5764669.494

E 267870.698

N 5764678.962

E 267862.572

N 5764680.022

E 267864.695

N 5764696.378

E 267872.415

N 5764755.677

E 267880.961

N 5764821.323

TBM

E

N

RL

STN No: 110512.21007

STEEL STAR PICKET

267903.907

5764748.060

18.304

LAYBACK FOR THE FUTURE LOT TO BE CONSTRUCTED TO THE LIMIT OF WORKS.

CH194.545

CH180.545

CH166.545

ROAD LAYOUT TABLE

ROAD NAME

ROAD CLASSIFICATION

RESERVE WIDTH (m)

ROAD WIDTH (m)

KERB TYPE

VERGE WIDTH (m)

LIP to LIP

INV to INV

BACK to BACK

NTH/WEST

STH/EAST

NTH/WEST

STH/EAST

RESTFUL WAY

ACCESS

16.00

6.70

7.30

7.60

B2

B2

4.20

4.20

ABODE STREET

ACCESS

16.00

6.70

7.30

7.60

B2

B2

4.20

4.20

ELEMENT ST (LOT 322 & 326-328)

LANE

12.00

5.50

-

-

-

-

-

-

ELEMENT STREET

ACCESS

16.00

6.70

7.30

7.60

B2

B2

4.20

4.20

SERVICES OFFSET SCHEDULE

ROAD NAME

GAS

RECYCLED WATER

WATER

COMMUNICATION

ELECTRICITY

SIDE

OFFSET (m)

SIDE

OFFSET (m)

SIDE

OFFSET (m)

SIDE

OFFSET (m)

SIDE

OFFSET (m)

RESTFUL WAY

WEST

2.10

WEST

2.60

WEST

3.10

EAST

1.775

EAST

2.60

ABODE STREET

NORTH

2.10

NORTH

2.60

NORTH

3.10

SOUTH

1.775

SOUTH

2.60

ELEMENT ST (LOT 322 & 326-328)

WEST

2.10

WEST

2.60

WEST

3.10

EAST

1.775

EAST

2.60

ELEMENT STREET

NORTH/WEST

2.10

NORTH/WEST

2.60

NORTH/WEST

3.10

SOUTH/EAST

1.775

SOUTH/EAST

2.60

NOTES: 1.ALL VEHICLE AND PRAM CROSSING LAYBACKS TO BE MINIMUM OF 1.0m FROM PITS. 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. ALL PRAM CROSSINGS TO BE A MINIMUM 2.0m FROM VEHICLE CROSSINGS. 3.ALL PRAM CROSSINGS TO BE DDA COMPLIANT. ALL PRAM CROSSINGS TO BE DDA COMPLIANT. 4.VEHICLE EXCLUSION MEASURES BETWEEN ROAD RESERVE AND RESERVE TO FORM VEHICLE EXCLUSION MEASURES BETWEEN ROAD RESERVE AND RESERVE TO FORM PART OF LANDSCAPE WORKS. 5.SIDE ENTRY PITS SHOWN OFFSET BY 1m FROM TANGENT POINTS, TO SIDE ENTRY PITS SHOWN OFFSET BY 1m FROM TANGENT POINTS, TO ACCOMMODATE CHANNEL DEPTH TRANSITION. FOR DETAILS REFER TO IDM STANDARD DRAWING SD430 6.ALL COORDINATES SHOWN ARE TO AHD ALL COORDINATES SHOWN ARE TO AHD 7.THE USE OF DIRECTIONAL AND HAZARD TACTILE PAVERS MUST ACCORD WITH THE USE OF DIRECTIONAL AND HAZARD TACTILE PAVERS MUST ACCORD WITH SECTION 2.2.3.1 OF AS/NZS 1428.4:2002 8.WHERE EASTING AND NORTHING PROVIDED FOR DRAINAGE SETOUT, COORDINATES WHERE EASTING AND NORTHING PROVIDED FOR DRAINAGE SETOUT, COORDINATES RELATE TO CENTRE OF PIT BASE 9.CHAINAGES FOR PROPERTY INLET POINTS SERVICING FUTURE LOTS ARE MEASURED CHAINAGES FOR PROPERTY INLET POINTS SERVICING FUTURE LOTS ARE MEASURED FROM DOWNSTREAM PIT 10.REFER ARBORIST REPORT FOR DETAILS OF EXISTING TREES TO BE REMOVED REFER ARBORIST REPORT FOR DETAILS OF EXISTING TREES TO BE REMOVED

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 PLAN STORMWATER DRAIN, PIT & PROPERTY INLET SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN SERVICE CONDUITS TACTILE PAVERS EXISTING ELECTRICITY (UNDERGROUND) EXISTING ELECTRICITY (OVERHEAD) EXISTING GAS EXISTING OPTIC FIBRE EXISTING TELSTRA EXISTING WATER EXISTING RECYCLED WATER EXISTING STORMWATER DRAIN EXISTING SEWER EXISTING HOUSE DRAIN EXISTING SWALE DRAIN EXISTING SURFACE LEVEL FINISHED BUILDING LINE LEVEL FINISHED RIDGE LINE LEVEL TOP OF RETAINING WALL BOTTOM OF RETAINING WALL RETAINING WALL BUILDING ENVELOPE PAVEMENT TREATMENT STRUCTURAL FILL > 200mm DEEP EX. STRUCTURAL FILL > 200mm DEEP DIRECTION OF FALL OVERLAND FLOW ALLOTMENT TO BE GRADED EVENLY IN DIRECTION OF FALL TO LEVELS INDICATED CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER LIMIT OF WORKS EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK PROPOSED DRIVEWAY

H

S

Ex RW

Ex O

A1

A3

0

10

10

20

1:500

1:1000

5

FOR CONTINUATION REFER RIGHT

FOR CONTINUATION REFER LEFT