BAYVIEW ON THE BELLARINE STAGE 2 BAYBROOK VIEWS...r2 intersection set-out point 52 allotment number ch20.06 road chainage tpch 116.57 tangent point road chainage existing tree to be

A1 SCALE 1 : 20,000

LOCALITY PLAN

SERVICE LOCATION TABLE

ROAD NAMEPOTABLEWATER GAS TELCO ELECTRICITY

SIDE OFFSET SIDE OFFSET SIDE OFFSET U/G CABLESIDE OFFSET

BAYBROOK AVENUE S 2.70 S 2.10 N 2.00 N 2.50CREEKSIDE DRIVE S 2.70 S 2.10 N 2.00 N 2.50SEALARK WAY E 2.70 E 2.10 W 3.00 W 3.501. TELCO 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

FINISHED SURFACE CONTOUR MINORFINISHED SURFACE CONTOUR MAJOR

PROPOSED STORMWATER DRAIN & PIT450Ø

EXISTING STORMWATER DRAIN & PITEx 450Ø

TEMPORARY BENCH MARK (TBM)

EXISTING PERMANENT SURVEY MARKEXISTING SIGN AND POST

LEGEND

168.90169.00

EXISTING SURFACE CONTOUR MINOREXISTING SURFACE CONTOUR MAJOR

168.90169.00

ROAD RESERVELOT BOUNDARY

KERB & CHANNEL + TYPE

PROPOSED FOOTPATH

SM2

FINISHED SURFACE LEVELFS158.385

PROPOSED PERMANENT SURVEY MARK

R2 INTERSECTION SET-OUT POINT

52 ALLOTMENT NUMBERCH20.06 ROAD CHAINAGE

TPCh116.57 TANGENT POINT ROAD CHAINAGE

EXISTING TREE TO BE REMOVED

PROPOSED HOUSE DRAIN

PROPOSED DRAINAGE INLET

PROPOSED TOP OF BATTER

GAS & WATER CONDUITIRRIGATION CONDUIT

PARKING BAY/PAVED AREA

EXCAVATION GREATER THAN 200mm

FILLING GREATER THAN 200mm

PROPOSED LINEMARKING

PROPOSED TOE OF BATTER

PROPOSED SLEEPER RETAINING WALLPROPOSED ROCK RETAINING WALL

PROTECTIVE TREE FENCING

AG DRAIN CONDUIT

PROPOSED BOLLARD

EASEMENT

PROPOSED DRIVEWAY

PROPOSED LIGHT & POLE

PROPOSED WATER MAIN

PROPOSED ELECTRICITY

PROPOSED TELSTRA

PROPOSED GAS MAIN

PROPOSED HIGH VOLTAGE ELECTRICITY

PROPOSED OPTIC FIBRE CONDUITEXISTING FENCE

EXISTING WATER MAIN

EXISTING UNDERGROUND ELECTRICITY

EXISTING TELSTRA & SERVICE PITEXISTING OPTIC FIBRE

EXISTING OVERHEAD ELECTRICITY & POLE

EXISTING SEWER & MANHOLE PROPOSED SEWER

EXISTING TREE TO BE RETAINED(SURVEYED CANOPY)

EXISTING GAS MAIN

PROPOSED LOW VOLTAGE ELECTRICITY

RIDGE / CHANGE OF GRADE

CONCRETE PAVEMENT

EXISTING SEWER RISING MAIN

EXISTING HOUSE DRAIN

PROPOSED AG DRAIN & FLUSHER PITPROPOSED CATCH DRAINPROPOSED SWALE DRAIN

EXISTING FILL LEVEL T167.15 TOP/TOE OF BATTER LEVEL

AUTHORITY DRAIN & PIT

PIT NUMBER

FUTURE STORMWATER DRAIN & PIT

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2FACE SHEETSHEET 1 OF 1BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

01DETAIL DESIGN

04/11A. AL-TWAIJRY

04/11A. CHARALAMBOUS


469 La Trobe Street Melbourne Victoria 3000 Australia T 61 3 9993 7888 F 61 3 9993 7999

BAYBROOK VIEWS

BAYVIEW ON THE BELLARINESTAGE 2

BEWARE OF UNDERGROUND/OVERHEAD SERVICESTHE 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.

D TENDER ISSUE AC. 29/11/11

C COUNCIL AMENDMENTS A.C. 16/08/11

B COUNCIL AMENDMENTS A.C. 17/06/11

A ISSUED TO COUNCIL A.C. 18/04/11

ROCK BEACHING

PROPOSED ESTATE FENCE

CRUSHED ROCK TURNAROUND

PROPOSED RECYCLED WATER MAIN

EXISTING TOP OF BATTEREXISTING TOE OF BATTER

EXISTING FOOTPATHEXISTING KERB

EXISTING GAS MAIN

EX158.664 EXISTING SURFACE LEVEL

SAWCUT PAVEMENT

EXISTING BUILDING

CONCRETE EDGE STRIPLIMIT OF ROAD WORKS

20. Allotments shall be graded to an even surface at the completion of all works andshall have a minimum grade of 1 in 150 subject to the site being commanded byunderground drain. All surplus spoil, boxthorn, fencing, construction waste andother rubbish shall be removed from site at the completion of works.

TBM DETAILSNumber Easting Northing RL

TBM 1 285089.284 5772534.705 47.220TBM 2 285276.129 5772516.268 42.672TBM 3 285143.195 5772586.226 45.719TBM 4 285206.102 5772635.511 45.338TBM 5 285117.889 5772663.145 47.632

PBS DETAILSNumber Easting Northing

PBS 1 285063.578 5772565.777PBS 2 285242.711 5772528.666PBS 3 285278.979 5772619.457PBS 4 285080.746 5772639.719

INDEX OF SHEETSSHEET NO REFERENCE DRG NO

01 FACE SHEET R1-102 FACE PLAN R2-103 LONG SECTIONS R3-104 LONG SECTIONS R3-205 LONG SECTIONS R3-306 CROSS SECTIONS R4-107 CROSS SECTIONS R4-208 CROSS SECTIONS R4-309 CROSS SECTIONS R4-410 CROSS SECTIONS R4-511 CROSS SECTIONS R4-612 INTERSECTION DETAILS R5-113 INTERSECTION DETAILS R5-214 INTERSECTION DETAILS R5-315 DRAINAGE LONG SECTIONS R6-116 DRAINAGE LONG SECTIONS R6-217 PIT SCHEDULE R6-318 MINOR SYSTEM COMPUTATIONS R6-419 PAVEMENT AND STANDARD DETAILS R7-1

19A CONCRETE JOINTING DETAILS R7-220 SIGNAGE AND LINE MARKING R8-121 ENVIRONMENTAL MANAGEMENT PLAN Y01

21A ENVIRONMENTAL MANAGEMENT PLAN Y0222 PLAN OF SUBDIVISION R9-123 PLAN OF SUBDIVISION R9-224 PLAN OF SUBDIVISION R9-325 PLAN OF SUBDIVISION R9-426 PLAN OF SUBDIVISION R9-527 PLAN OF SUBDIVISION R9-628 PLAN OF SUBDIVISION R9-729 PLAN OF SUBDIVISION R9-830 PLAN OF SUBDIVISION R9-9

PROPOSED RETAIL

1 IN 1

46

1 IN 14

9

1 IN 10

4

1 IN 5

2

1 IN 1

131 IN 8

61 IN 6

6

1 IN 1

10

1 IN 96

1 IN 95

1 IN 1

26

1 IN 1

12

1 IN 113

1 IN 30 1 IN 29

1 IN 71

FUTUREOPEN SPAC

FUTURE MEDIUMDENSITY SITE

0

0

1:500,A15 10 15 20 25

5 10 15 20 25

NOTE: ALL RESIDENTIAL VEHICLE CROSSINGAND PREDESTRIAN INTERSECTION CROSSINGLOCATIONS TO BE CONSTRUCTED AS PERCoGG STANDARDS DETAILS

NOTE: AG DRAINS NEED TO BE PLACEDBEHIND ALL KERB CHANNELS

WARNINGBEWARE OF UNDERGROUND/OVERHEAD SERVICES

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.

A subsidiary of Downer EDI Limited

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2FACE PLANSHEET 1 OF 1BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

02DETAIL DESIGN

04/11A. AL-TWAIJRY




D TENDER ISSUE A.C. 29/11/11



A ISSUED TO COUNCIL S.A. 3/10/11

I.P. 4

9.000

I.P. 4

7.347

I.P. 4

7.895

I.P. 4

8.084

-2.913% -7.227% 0.699% 0.500% -0.500%

22m V.C. 22m V.C.

0.00

050

.300

5.00

050

.154

10.00

050

.009

15.00

049

.695

49.86

3

20.00

049

.434

49.71

7

25.00

049

.266

49.52

449

.572

30.00

049

.103

49.24

449

.426

33.63

148

.957

49.05

149

.320

35.00

048

.895

48.98

849

.279

40.00

048

.716

48.80

949

.095

44.63

148

.561

48.66

048

.881

45.00

048

.546

48.65

048

.863

50.00

048

.353

48.51

448

.581

55.00

048

.112

48.29

048

.250

55.63

148

.060

48.25

048

.205

56.50

747

.988

48.19

548

.142

58.14

047

.854

48.09

447

.832

47.83

148

.028

59.51

348

.009

47.74

547

.744

47.94

160

.000

47.97

947

.714

47.91

165

.000

47.67

747

.460

47.65

867

.507

47.62

947

.367

47.56

570

.000

47.59

247

.297

47.49

575

.000

47.52

747

.223

47.42

176

.566

47.51

147

.219

47.41

778

.507

47.49

147

.225

47.42

480

.000

47.47

947

.236

47.43

480

.516

47.47

547

.239

47.43

883

.458

46.24

747

.457

47.26

347

.458

85.00

046

.188

47.44

847

.274

47.46

990

.000

46.01

647

.439

47.30

947

.504

93.45

845

.941

47.37

447

.333

47.52

895

.000

45.91

747

.342

47.53

910

0.000

45.84

147

.250

47.57

410

5.000

45.77

047

.173

47.60

9

110.0

0047

.114

47.64

4

115.0

0045

.677

47.05

747

.679

120.0

0046

.961

47.71

4

125.0

0046

.908

47.74

9

128.7

8646

.874

47.77

513

0.000

46.86

247

.784

135.0

0046

.888

46.81

447

.819

140.0

0047

.405

46.86

047

.854

145.0

0047

.754

46.94

847

.888

146.0

0247

.818

46.96

647

.682

47.89

514

9.994

48.06

047

.126

47.70

447

.778

47.91

515

0.000

48.06

047

.127

47.77

847

.915

150.0

7748

.063

47.13

147

.779

47.91

615

5.000

48.27

347

.428

47.94

016

0.000

48.51

247

.667

47.96

5

165.0

0048

.769

47.88

747

.990

170.0

0049

.025

48.10

648

.015

175.0

0049

.061

48.37

348

.040

180.0

0049

.010

48.49

048

.065

183.6

9048

.968

48.55

348

.084

185.0

0048

.946

48.57

548

.077

190.0

0048

.865

48.66

148

.052

192.9

6648

.820

48.70

848

.038

195.0

0048

.857

48.67

248

.027

200.0

0048

.798

48.63

448

.002

205.0

0047

.977

210.0

0047

.952

215.0

0047

.927

219.5

6847

.905

CHAINAGE (m)

EXISTING EASTBUILDING LINE

EXISTING WESTBUILDING LINE

SOUTH DESIGNLIP OF KERB

NORTH DESIGNLIP OF KERB

DESIGN CLSURFACE LEVEL

DATUM 43

SEALARK WAY

TP

FUTURE STAGE 3

LIMIT

OF

WOR

KS

EAST LOT BOUNDARYWEST LOT BOUNDARY

DESIGN CL

LIP OF KERB

I.P. 4

6.751

-0.500% 0.596%

0.00

047

.129

46.77

6

5.00

047

.117

47.17

446

.868

46.86

846

.751

10.00

046

.929

46.97

746

.897

46.89

746

.781

20.00

046

.524

46.57

246

.957

46.95

746

.840

30.00

046

.063

45.96

347

.016

47.01

646

.900

40.00

045

.664

45.56

447

.076

47.07

646

.959

50.00

045

.356

45.39

147

.136

47.13

647

.019

60.00

045

.630

45.74

447

.195

47.19

547

.079

62.76

545

.820

47.09

5

CHAINAGE (m)

EXISTING EASTBUILDING LINE

EXISTING WESTBUILDING LINE

RIGHT DESIGNEDGE OF LANEWAY

LEFT DESIGNEDGE OF LANEWAY


DATUM 43

BRISK STREET

DESIGN CL

WEST EDGE OF LANEWAYEAST EDGE OF LANEWAY

FUTURE STAGE 3

LIMIT

OF

WOR

KS

INTERSECTION OF CREEKSIDE DRIVEREFER TO SHEET 142551R5-1 & R5-2 FOR DETAILS

INTERSECTION OF BAYBROOK AVENUE DRIVEREFER TO SHEET 142551R5-2 FOR DETAILS

TP TP TP TP TP

EAST LOT BOUNDARYWEST LOT BOUNDARY

0

01:500,A1

5 10 15 20 25

0.5 1.0 1.5 2.0 2.5

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2LONG SECTIONSSHEET 1 OF 3BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

03DETAIL DESIGN

04/11A. AL-TWAIJRY








I.P. 4

2.099

I.P. 4

3.068

I.P. 4

3.913

I.P. 4

5.750

I.P. 4

6.797

-1.465% 1.644% 1.456% 2.768% 3.665% 1.859%

50m V.C. 30m V.C. 15m V.C. 20m V.C. 20m V.C.

175.0

0042

.983

43.49

842

.720

180.0

0042

.870

43.41

742

.666

182.5

7242

.773

43.33

242

.631

185.0

0042

.683

43.25

242

.596

190.0

0042

.513

43.08

742

.522

195.0

0042

.488

42.92

242

.449

200.0

0042

.739

42.37

6

203.8

9642

.642

42.31

920

5.000

42.61

942

.303

210.0

0042

.588

42.24

9

215.0

0042

.569

42.22

0

218.0

3242

.494

42.55

842

.215

218.8

9642

.498

42.55

542

.216

220.0

0042

.504

42.55

142

.217

225.0

0042

.538

42.24

0

230.0

0042

.580

42.28

9

233.8

9642

.634

42.34

623

5.000

42.65

542

.364

240.0

0042

.751

42.44

6

245.0

0042

.845

42.82

142

.528

250.0

0042

.939

42.88

642

.610

255.0

0043

.033

42.96

242

.693

260.0

0043

.135

43.04

442

.775

265.0

0043

.246

43.17

442

.857

270.0

0043

.326

43.18

542

.939

275.0

0043

.378

43.23

143

.021

277.8

3843

.407

43.25

743

.068

280.0

0043

.429

43.27

742

.989

42.98

943

.099

285.0

0043

.503

43.32

843

.062

43.06

243

.172

289.3

0843

.569

43.39

043

.125

43.12

543

.235

290.0

0043

.579

43.40

043

.135

43.13

543

.245

293.8

4243

.637

43.45

543

.191

43.19

143

.301

295.0

0043

.654

43.47

243

.208

43.20

843

.318

300.0

0043

.728

43.54

443

.281

43.28

143

.391

305.0

0043

.808

43.62

943

.353

43.35

343

.463

305.3

0843

.813

43.63

443

.358

43.35

843

.468

310.0

0043

.889

43.71

543

.426

43.42

643

.536

311.8

4243

.920

43.74

743

.453

43.45

343

.563

315.0

0043

.972

43.80

243

.499

43.49

943

.609

319.3

0844

.043

43.90

143

.562

43.56

243

.672

320.0

0044

.054

43.91

843

.572

43.57

243

.682

325.0

0044

.144

44.02

843

.645

43.64

543

.755

325.8

4244

.160

44.04

543

.657

43.65

743

.767

328.4

1444

.208

44.09

443

.694

43.69

443

.804

330.0

0044

.237

44.12

543

.718

43.71

843

.828

335.0

0044

.326

44.22

143

.810

43.81

043

.919

335.3

0844

.331

44.22

743

.815

43.81

543

.925

335.9

1444

.342

44.23

843

.829

43.82

943

.938

340.0

0044

.424

44.32

143

.922

43.92

244

.032

341.8

4244

.469

44.36

543

.969

43.96

944

.079

343.4

1444

.508

44.40

344

.011

44.01

144

.121

345.0

0044

.548

44.43

944

.055

44.05

544

.165

349.3

0844

.652

44.52

944

.174

44.17

444

.284

350.0

0044

.666

44.54

344

.193

44.19

344

.303

355.0

0044

.767

44.64

744

.332

44.33

244

.442

359.8

4244

.870

44.74

844

.466

44.46

644

.576

360.0

0044

.875

44.75

144

.470

44.47

044

.580

365.0

0045

.012

44.86

144

.609

44.60

944

.719

365.3

0845

.020

44.86

844

.617

44.61

744

.727

370.0

0045

.143

44.98

744

.747

44.74

744

.857

375.0

0045

.267

45.13

544

.885

44.88

544

.995

375.8

4245

.288

45.16

044

.909

44.90

945

.019

379.3

0845

.378

45.26

545

.005

45.00

545

.115

380.0

0045

.398

45.28

745

.024

45.02

445

.134

385.0

0045

.541

45.44

845

.162

45.16

245

.272

389.8

4245

.683

45.60

445

.296

45.29

645

.406

390.0

0045

.688

45.60

945

.301

45.30

145

.411

392.2

7345

.761

45.68

345

.363

45.36

345

.473

395.0

0045

.849

45.77

145

.441

45.44

145

.551

395.3

0845

.859

45.78

145

.449

45.44

945

.559

400.0

0046

.011

45.93

645

.591

45.59

145

.701

402.2

7346

.134

46.08

545

.667

45.66

745

.773

405.0

0046

.291

46.25

645

.758

45.75

845

.862

410.0

0046

.578

46.56

945

.925

45.92

546

.035

412.2

7346

.709

46.71

146

.007

46.00

746

.117

413.3

0846

.765

46.76

946

.045

46.04

546

.155

415.0

0046

.854

46.86

146

.107

46.10

746

.217

416.2

2646

.919

46.92

846

.152

46.15

246

.262

420.0

0047

.052

47.03

646

.290

46.29

046

.400

420.8

4047

.075

47.05

146

.321

46.32

146

.431

425.0

0047

.218

46.46

546

.465

46.57

542

5.135

47.22

446

.470

46.47

046

.580

426.0

9447

.263

46.50

146

.501

46.61

143

0.000

47.43

546

.619

46.61

946

.729

430.8

4047

.481

46.64

246

.642

46.75

243

5.000

47.30

447

.667

46.74

746

.747

46.85

944

0.000

47.26

847

.810

46.85

746

.857

46.96

744

0.363

47.26

647

.816

46.86

446

.864

46.97

444

0.840

47.26

347

.824

46.87

346

.873

46.98

344

5.000

47.17

147

.871

46.95

046

.950

47.06

045

0.000

46.97

847

.744

47.04

347

.043

47.15

345

5.000

46.78

647

.617

47.13

647

.136

47.24

6

460.0

0046

.609

47.49

547

.229

47.22

947

.339

461.5

4047

.258

47.36

846

5.000

47.32

247

.432

467.8

3748

.522

47.48

547

0.000

47.52

5

475.0

0047

.618

476.7

3047

.650

CHAINAGE (m)

EXISTING NORTHBUILDING LINE

EXISTING SOUTHBUILDING LINE

RIGHT DESIGNLIP OF KERB

LEFT DESIGNLIP OF KERB


DATUM 40

BAYBROOK AVENUE

LIMIT

OF

WOR

KS

EXISTING STAGE 1

INTERSECTION OF SEALARK WAYREFER TO SHEET 142551R5-1 & R5-2 FOR DETAILS

SOUTH LOT BOUNDARY

NORTH LOT BOUNDARY

LIP OF KERB

DESIGN CL

0

01:500,A1

5 10 15 20 25

0.5 1.0 1.5 2.0 2.5

ABN 55 050 029 635


MELWAY 456 E9

04DETAIL DESIGN

04/11A. AL-TWAIJRY




C TENDER ISSUE A.C. 29/11/11



I.P. 4

1.750

I.P. 4

4.144

I.P. 4

7.052

0.694% 2.151% 3.051% 1.131%

30m V.C. 15m V.C. 30m V.C.

315.0

0041

.908

41.91

041

.236

320.0

0041

.925

41.92

541

.271

330.0

0042

.062

41.95

041

.340

340.0

0042

.069

42.06

841

.410

350.0

0042

.166

42.18

841

.479

360.0

0042

.302

42.28

441

.549

367.4

9442

.393

41.60

137

0.000

41.61

8

373.9

8241

.646

380.0

0042

.458

41.69

6

388.9

8242

.565

42.47

641

.805

389.7

8642

.574

42.48

241

.816

390.0

0042

.571

42.48

641

.819

400.0

0042

.693

42.64

241

.991

403.9

8242

.750

42.70

742

.073

410.0

0042

.878

42.80

842

.202

417.2

2342

.996

43.01

242

.358

419.0

7243

.021

43.04

642

.287

42.28

742

.397

420.0

0043

.034

43.06

342

.307

42.30

742

.417

430.0

0043

.321

43.21

642

.522

42.52

242

.632

433.2

7343

.281

43.34

542

.593

42.59

342

.703

437.0

7243

.522

43.46

842

.675

42.67

542

.785

440.0

0043

.617

43.56

242

.738

42.73

842

.848

447.2

7343

.849

43.77

542

.894

42.89

443

.004

450.0

0043

.936

43.85

142

.953

42.95

343

.063

453.0

7243

.992

43.91

143

.019

43.01

943

.129

460.0

0044

.118

44.04

643

.168

43.16

843

.278

463.2

7344

.170

44.11

043

.238

43.23

843

.348

469.0

7244

.239

44.22

443

.363

43.36

343

.473

470.0

0044

.249

44.24

243

.383

43.38

343

.493

480.0

0044

.565

44.41

443

.598

43.59

843

.708

481.2

7344

.591

44.43

643

.626

43.62

643

.736

485.0

7244

.670

44.50

243

.707

43.70

743

.817

490.0

0044

.772

44.60

043

.813

43.81

343

.923

492.7

4444

.854

44.65

643

.872

43.87

243

.982

495.2

7344

.944

44.67

943

.929

43.92

944

.039

500.0

0045

.111

44.72

744

.044

44.04

444

.154

500.2

4445

.120

44.73

044

.051

44.05

144

.161

501.0

7245

.149

44.73

944

.072

44.07

244

.182

507.7

4445

.234

44.81

644

.263

44.26

344

.373

510.0

0045

.233

44.84

844

.331

44.33

144

.441

511.2

7345

.221

44.86

844

.370

44.37

044

.480

517.0

7245

.166

44.91

744

.547

44.54

744

.657

520.0

0045

.138

44.91

044

.636

44.63

644

.746

529.2

7345

.115

44.88

744

.919

44.91

945

.029

530.0

0045

.114

44.88

644

.942

44.94

245

.052

533.0

7245

.131

44.89

245

.035

45.03

545

.145

540.0

0045

.196

44.94

945

.247

45.24

745

.357

545.2

7345

.309

45.03

745

.408

45.40

845

.518

547.0

7245

.367

45.06

745

.462

45.46

245

.572

550.0

0045

.460

45.11

745

.552

45.55

245

.662

559.2

7345

.932

45.30

545

.835

45.83

545

.945

560.0

0045

.969

45.32

145

.857

45.85

745

.967

563.0

7246

.101

45.38

645

.951

45.95

146

.061

570.0

0046

.400

45.47

046

.162

46.16

246

.272

575.2

7346

.726

45.46

946

.323

46.32

346

.433

579.0

7246

.961

45.57

446

.439

46.43

946

.549

580.0

0047

.005

45.61

546

.467

46.46

746

.577

580.5

7447

.030

45.64

046

.485

46.48

546

.595

585.0

0047

.226

45.80

946

.606

46.60

646

.723

590.0

0047

.271

45.41

946

.744

46.74

446

.854

592.7

9547

.230

46.81

046

.810

46.92

059

5.155

46.86

246

.860

46.97

259

5.574

46.87

046

.868

46.98

059

5.679

46.87

246

.870

46.98

360

0.000

45.90

846

.954

46.95

047

.067

605.2

5646

.837

45.86

947

.038

47.03

747

.153

605.8

8846

.812

45.86

147

.047

47.16

260

6.368

46.79

145

.854

47.05

447

.169

610.0

0046

.637

45.80

547

.100

47.21

561

0.574

46.62

945

.798

47.10

747

.222

614.5

6346

.547

45.73

147

.267

620.0

0046

.413

45.63

547

.329

630.0

0047

.442

640.0

0047

.555

642.9

3847

.588

CHAINAGE (m)

EXISTING NORTHBUILDING LINE

EXISTING SOUTHBUILDING LINE

LEFT DESIGNLIP OF KERB

RIGHT DESIGNLIP OF KERB


DATUM 39

CREEKSIDE DRIVE

INTERSECTION OF SEALARK WAYREFER TO SHEET 142551R5-2 FOR DETAILS

LIMIT

OF

WOR

KS

EXISTING STAGE 1

SOUTH LOT BOUNDARY

NORTH LOT BOUNDARY

LIP OF KERB

DESIGN CL

0

01:500,A1

5 10 15 20 25

0.5 1.0 1.5 2.0 2.5

ABN 55 050 029 635


MELWAY 456 E9

05DETAIL DESIGN

04/11A. AL-TWAIJRY







0.30 2.50 VARIES0.45

VARIES VARIES 1.850.45

VARIES 1.500.30

BLBL

DESI

GN C

L

CH 58.140SEALARK WAY

1 in 40 1 in 301 in 30 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40

-11.8

3948

.104

48.10

4-1

1.813

48.10

348

.099

-11.5

1348

.093

48.09

2-1

1.463

48.09

148

.091

-8.96

348

.009

48.02

8

-6.36

347

.924

47.94

1-5

.913

47.90

947

.831

-4.06

347

.849

47.89

3

0.00

047

.758

48.02

8

4.03

747

.722

47.89

4

5.88

747

.719

47.83

26.

337

47.73

047

.942

8.83

747

.790

48.02

6

10.33

747

.826

48.06

310

.387

47.82

848

.064

10.68

747

.835

48.07

2

OFFSET

EXISTINGSURFACE LEVEL

DESIGNSURFACE LEVEL

DATUM 47

BL BL

DESI

GN C

L


1 in 40 1 in 301 in 30 1 in 30 1 in 30 1 in 30

1 in 30 1 in 40

-11.8

6948

.019

48.01

9-1

1.816

48.01

748

.010

-11.5

1648

.007

48.00

3-1

1.466

48.00

548

.002

-8.96

647

.921

47.93

9

-6.36

647

.832

47.85

2-5

.916

47.81

747

.742

-4.06

647

.754

47.80

4

0.00

047

.674

47.94

0

4.03

447

.635

47.80

5

5.88

447

.617

47.74

46.

334

47.62

147

.854

9.94

247

.703

47.97

4

11.95

847

.749

48.02

412

.008

47.75

048

.025

12.30

847

.757

48.03

3

OFFSET


DESIGNSURFACE LEVEL

DATUM 47BLBL

DESI

GN C

L


1 in 40 1 in 301 in 26 1 in 30 1 in 30

1 in 30 1 in 40

-11.8

5347

.473

47.64

5-1

1.553

47.45

147

.638

-11.5

0347

.447

47.63

7

-9.00

347

.269

47.57

4

-4.48

646

.985

47.42

4-4

.036

46.95

747

.314

0.00

046

.703

47.46

8

3.99

746

.452

47.33

5

5.84

746

.350

47.27

36.

297

46.33

847

.383

9.94

746

.236

47.50

5

11.47

946

.193

47.54

311

.529

46.19

247

.544

11.82

946

.195

47.55

2

OFFSET


DESIGNSURFACE LEVEL

DATUM 45

BLBL

DESI

GN C

L


1 in 40 1 in 301 in 70 1 in 30 1 in 30

1 in 30 1 in 40

-11.8

5547

.392

47.90

2-1

1.555

47.37

347

.894

-11.5

0547

.370

47.89

3

-9.00

547

.217

47.83

1

-5.30

046

.985

47.70

7-4

.850

46.95

647

.597

0.00

046

.645

47.52

8

3.99

546

.389

47.39

5

5.84

546

.270

47.33

46.

295

46.24

147

.444

9.94

546

.007

47.56

5

11.47

545

.940

47.60

311

.525

45.94

047

.605

11.82

545

.936

47.61

2

OFFSET


DESIGNSURFACE LEVEL

DATUM 45

BLBL

DESI

GN C

L


1 in 40 1 in 301 in 30 1 in 30 1 in 30 1 in 40 1 in 6

-11.6

6647

.112

48.10

1-1

1.366

47.12

648

.093

-11.3

1647

.129

48.09

2

-8.81

647

.251

48.02

9

-4.57

347

.459

47.88

8-4

.123

47.48

147

.778

0.00

047

.655

47.91

5

6.33

447

.882

47.70

46.

784

47.89

847

.814

10.11

548

.018

47.92

5

11.61

548

.059

47.96

311

.665

48.06

147

.964

11.96

548

.068

47.97

212

.649

48.08

648

.086

OFFSET


DESIGNSURFACE LEVEL

DATUM 46

FILL TO BE COMPACTED UNDERLEVEL 1 CONDITIONS AND SUPERVISION

B2B2

B2 B2

B2 B2

BERM BERMFOOTPATH FOOTPATHPARKING

LIMIT OF WORKS LIMIT OF WORKS

TP

1 in 6

1 in 6

1 in 6

1 in 6

B2 B2

B2

B2

TP

TP


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2CROSS SECTIONSSHEET 1 OF 6BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

06DETAIL DESIGN

04/11A. AL-TWAIJRY






A ISSUED TO COUNCIL A.C. 18/04/111 2 3 4 50

1:100,A1

0 0.5 1.0 1.5 2.0 2.5

0.30

1.502.75

0.453.30 3.30

0.452.75

1.50

0.30


BLBL

DESI

GN C

LCH 417.229CREEKSIDE DRIVE

1 in 61 in 50 1 in 30 1 in 30 1 in 30 1 in 30 1 in 50

1 in 6

-11.4

9043

.011

43.01

1

-8.35

043

.015

42.48

8-8

.050

43.01

242

.481

-8.00

043

.012

42.47

9

-6.50

043

.001

42.44

9

-3.75

042

.982

42.35

8-3

.300

42.97

942

.248

0.00

042

.955

42.35

8

3.30

042

.967

42.24

83.

750

42.97

042

.358

6.50

042

.987

42.44

9

8.00

042

.996

42.47

98.

050

42.99

742

.481

8.35

042

.998

42.48

8

11.57

543

.025

43.02

6

OFFSET


DESIGNSURFACE LEVEL

DATUM 41

BLBL

DESI

GN C

L

CH 433.273CREEKSIDE DRIVE

1 in 61 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40

1 in 6

-12.0

0343

.409

43.45

0

-8.35

043

.388

42.84

1-8

.050

43.38

642

.833

-8.00

043

.386

42.83

2

-6.50

043

.377

42.79

5

-3.75

043

.361

42.70

3-3

.300

43.35

842

.593

0.00

043

.341

42.70

3

3.30

043

.360

42.59

33.

750

43.36

242

.703

6.50

043

.218

42.79

5

8.00

043

.320

42.83

28.

050

43.32

942

.833

8.35

043

.389

42.84

1

10.53

643

.444

43.20

5

OFFSET


DESIGNSURFACE LEVEL

DATUM 42

BLBL

DESI

GN C

L


1 in 61 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40

1 in 6

-11.9

9743

.905

43.87

5

-8.35

043

.910

43.26

7-8

.050

43.91

143

.259

-8.00

043

.911

43.25

8

-6.50

043

.913

43.22

0

-3.75

043

.917

43.12

9-3

.300

43.91

843

.019

0.00

043

.937

43.12

9

3.30

043

.959

43.01

93.

750

43.96

243

.129

6.50

043

.981

43.22

0

8.00

043

.992

43.25

88.

050

43.99

243

.259

8.35

043

.994

43.26

7

10.34

344

.008

43.59

9

OFFSET


DESIGNSURFACE LEVEL

DATUM 42

B2 B2

B2 B2

B2 B2

BERM BERM

FOOTPATH FOOTPATH

LIMIT OF WORKS


ABN 55 050 029 635


MELWAY 456 E9

07DETAIL DESIGN

04/11A. AL-TWAIJRY







1:100,A1

0 0.5 1.0 1.5 2.0 2.5

0.30

1.502.75

0.453.30 3.30

0.452.75

1.50

0.30


BLBL

DESI

GN C

L


1 in 6

1 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40 1 in 6

-12.0

7344

.217

44.23

1

-8.35

044

.223

43.61

1-8

.050

44.22

443

.603

-8.00

044

.224

43.60

2

-6.50

044

.226

43.56

5

-3.75

044

.231

43.47

3-3

.300

44.23

243

.363

0.00

044

.237

43.47

3

3.30

044

.248

43.36

33.

750

44.24

743

.473

6.50

044

.241

43.56

5

8.00

044

.239

43.60

28.

050

44.23

843

.603

8.35

044

.238

43.61

1

10.13

044

.234

43.90

8

OFFSET


DESIGNSURFACE LEVEL

DATUM 42

BLBL

DESI

GN C

L


1 in 61 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40

1 in 6

-11.7

6844

.512

44.52

5

-8.35

044

.501

43.95

5-8

.050

44.50

143

.948

-8.00

044

.502

43.94

6

-6.50

044

.504

43.90

9

-3.75

044

.509

43.81

7-3

.300

44.51

043

.707

0.00

044

.534

43.81

7

3.30

044

.590

43.70

73.

750

44.59

843

.817

6.50

044

.644

43.90

9

8.00

044

.670

43.94

68.

050

44.67

143

.948

8.35

044

.676

43.95

5

10.74

244

.716

44.35

4

OFFSET


DESIGNSURFACE LEVEL

DATUM 43

BLBL

DESI

GN C

L


1 in 61 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40 1 in 6

-11.2

6844

.738

44.80

6

-8.35

044

.739

44.32

0-8

.050

44.73

944

.313

-8.00

044

.739

44.31

1

-6.50

044

.740

44.27

4

-3.75

044

.741

44.18

2-3

.300

44.74

144

.072

0.00

044

.855

44.18

2

3.30

044

.983

44.07

23.

750

45.00

144

.182

6.50

045

.108

44.27

4

8.00

045

.149

44.31

18.

050

45.15

044

.313

8.35

045

.156

44.32

0

10.04

145

.190

44.60

2

OFFSET


DESIGNSURFACE LEVEL

DATUM 43

BLBL

DESI

GN C

L



-10.5

8244

.962

45.16

7

-8.35

044

.924

44.79

5-8

.050

44.91

844

.788

-8.00

044

.917

44.78

6

-6.50

044

.887

44.74

9

-3.75

044

.831

44.65

7-3

.300

44.82

244

.547

0.00

044

.894

44.65

7

3.30

044

.997

44.54

73.

750

45.01

144

.657

6.50

045

.108

44.74

9

8.00

045

.166

44.78

68.

050

45.16

844

.788

8.35

045

.180

44.79

59.

188

45.21

344

.935

OFFSET


DESIGNSURFACE LEVEL

DATUM 44

BLBL

DESI

GN C

L


1 in 61 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40

-10.4

0444

.941

45.62

6

-8.35

044

.899

45.28

3-8

.050

44.89

345

.276

-8.00

044

.892

45.27

4

-6.50

044

.862

45.23

7

-3.75

044

.807

45.14

5-3

.300

44.80

545

.035

0.00

044

.876

45.14

5

3.30

044

.981

45.03

53.

750

44.99

645

.145

6.50

045

.083

45.23

7

8.00

045

.131

45.27

48.

050

45.13

245

.276

8.35

045

.142

45.28

38.

392

45.14

345

.290

OFFSET


DESIGNSURFACE LEVEL

DATUM 44

BLBL

DESI

GN C

L


1 in 61 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40

-10.1

6245

.080

46.01

2

-8.35

045

.069

45.71

0-8

.050

45.06

845

.703

-8.00

045

.067

45.70

2

-6.50

045

.058

45.66

4

-3.75

045

.042

45.57

2-3

.300

45.03

945

.462

0.00

045

.020

45.57

2

3.30

045

.113

45.46

23.

750

45.12

745

.572

6.50

045

.277

45.66

4

8.00

045

.367

45.70

28.

050

45.37

045

.703

8.35

045

.388

45.71

08.

526

45.39

845

.740

OFFSET


DESIGNSURFACE LEVEL

DATUM 44

BLBL

DESI

GN C

L


1 in 61 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40

-9.95

345

.316

46.35

0

-8.35

045

.307

46.08

3-8

.050

45.30

646

.075

-8.00

045

.305

46.07

4

-6.50

045

.297

46.03

6

-3.75

045

.282

45.94

5-3

.300

45.27

945

.835

0.00

045

.352

45.94

5

3.30

045

.594

45.83

53.

750

45.62

745

.945

6.50

045

.828

46.03

6

8.00

045

.932

46.07

48.

050

45.93

546

.075

8.35

045

.953

46.08

38.

644

45.97

146

.132

OFFSET


DESIGNSURFACE LEVEL

DATUM 44

B2 B2

B2 B2

B2 B2

B2 B2

B2 B2

B2 B2

B2 B2

BERM BERM

FOOTPATH FOOTPATH

0.30

1.502.75

0.453.30 3.30

0.452.75

1.50

0.30BERM BERM

FOOTPATH FOOTPATH


ABN 55 050 029 635


MELWAY 456 E9

08DETAIL DESIGN

04/11A. AL-TWAIJRY



469 La Trobe Street Melbourne Victoria 3000 Australia T 61 3 9993 7888 F 61 3 9993 79991 2 3 4 50

1:100,A1

0 0.5 1.0 1.5 2.0 2.5




0.30

1.502.75

0.453.30 3.30

0.452.75

1.50

0.30


BLBL

DESI

GN C

L


1 in 6 1 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40

-9.74

345

.416

46.91

9

-8.35

045

.505

46.68

7-8

.050

45.52

646

.679

-8.00

045

.529

46.67

8

-6.50

045

.633

46.64

1

-3.75

045

.822

46.54

9-3

.300

45.85

346

.439

0.00

046

.191

46.54

9

3.30

046

.536

46.43

93.

750

46.57

546

.549

6.50

046

.775

46.64

1

8.00

046

.885

46.67

88.

050

46.88

846

.679

8.35

046

.910

46.68

78.

805

46.94

346

.763

OFFSET


DESIGNSURFACE LEVEL

DATUM 44

BL

DESI

GN C

L



-10.4

5845

.743

47.46

7

-8.35

045

.890

47.11

5-8

.050

45.91

147

.108

-8.00

045

.914

47.10

7

-6.50

045

.998

47.06

9

-3.82

746

.122

46.98

0-3

.377

46.14

346

.870

0.00

046

.334

46.98

3

3.30

446

.686

46.87

23.

754

46.73

446

.982

6.50

047

.026

47.07

4

8.00

047

.186

47.11

18.

050

47.19

147

.113

8.35

047

.223

47.12

09.

539

47.33

947

.318

OFFSET


DESIGNSURFACE LEVEL

DATUM 44

BLBL

DESI

GN C

L


1 in 61 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40

1 in 6

-10.0

6045

.770

47.57

3

-8.35

645

.845

47.28

9-8

.056

45.85

947

.282

-8.00

645

.861

47.28

1

-6.50

845

.928

47.24

3

-3.91

146

.043

47.15

7-3

.461

46.06

347

.047

0.00

046

.217

47.16

2

3.44

246

.378

47.04

73.

892

46.42

247

.157

6.62

246

.688

47.24

8

8.01

746

.814

47.28

38.

067

46.81

847

.284

8.36

746

.845

47.29

2

10.33

447

.022

47.62

0

OFFSET


DESIGNSURFACE LEVEL

DATUM 44

BERM BERM

FOOTPATHFOOTPATH

B2 B2

B2 B2

B2 B2

TP

TP


ABN 55 050 029 635


MELWAY 456 E9

09DETAIL DESIGN

04/11A. AL-TWAIJRY




1:100,A1

0 0.5 1.0 1.5 2.0 2.5





0.30

1.502.75

0.453.30 3.30

0.452.75

1.50

0.30


BLBL

DESI

GN C

L

CH 277.839BAYBROOK AVENUE

1 in 50 1 in 30 1 in 30 1 in 30 1 in 30 1 in 501 in 6

-8.82

943

.242

43.27

8-8

.350

43.24

543

.198

-8.05

043

.247

43.19

1-8

.000

43.24

843

.190

-6.50

043

.258

43.16

0

-3.75

043

.284

43.06

8-3

.300

43.28

842

.958

0.00

043

.322

43.06

8

3.30

043

.356

42.95

83.

750

43.36

143

.068

6.50

043

.389

43.16

0

8.00

043

.404

43.19

08.

050

43.40

543

.191

8.35

043

.408

43.19

8

10.77

043

.432

43.60

2

OFFSET


DESIGNSURFACE LEVEL

DATUM 42

BLBL

DESI

GN C

L


1 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40 1 in 6

-8.49

243

.628

43.62

9-8

.350

43.62

943

.606

-8.05

043

.633

43.59

8-8

.000

43.63

443

.597

-6.50

043

.653

43.56

0

-3.75

043

.687

43.46

8-3

.300

43.69

343

.358

0.00

043

.734

43.46

8

3.30

043

.767

43.35

83.

750

43.77

243

.468

6.50

043

.798

43.56

0

8.00

043

.813

43.59

78.

050

43.81

343

.598

8.35

043

.816

43.60

6

9.73

443

.829

43.83

7

OFFSET


DESIGNSURFACE LEVEL

DATUM 42

BLBL

DESI

GN C

L


1 in 6 1 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40 1 in 6

-9.10

544

.043

44.03

0

-8.35

044

.045

43.90

5-8

.050

44.04

543

.897

-8.00

044

.045

43.89

6

-6.50

044

.046

43.85

8

-3.75

044

.048

43.76

7-3

.300

44.05

343

.657

0.00

044

.084

43.76

7

3.30

044

.115

43.65

73.

750

44.12

043

.767

6.50

044

.146

43.85

8

8.00

044

.160

43.89

68.

050

44.16

143

.897

8.35

044

.164

43.90

5

10.02

244

.179

44.18

3

OFFSET


DESIGNSURFACE LEVEL

DATUM 43

BLBL

DESI

GN C

L



-9.01

044

.531

44.53

2

-8.35

044

.530

44.42

2-8

.050

44.52

944

.415

-8.00

044

.529

44.41

3

-6.50

044

.525

44.37

6

-3.75

044

.517

44.28

4-3

.300

44.51

644

.174

0.00

044

.550

44.28

4

3.30

044

.592

44.17

43.

750

44.59

844

.284

6.50

044

.633

44.37

6

8.00

044

.652

44.41

38.

050

44.65

244

.415

8.35

044

.656

44.42

2

9.74

444

.670

44.65

4

OFFSET


DESIGNSURFACE LEVEL

DATUM 43

BLBL

DESI

GN C

L


1 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40 1 in 6

-8.42

245

.158

45.16

9-8

.350

45.15

845

.157

-8.05

045

.160

45.14

9-8

.000

45.16

045

.148

-6.50

045

.166

45.11

0

-3.75

045

.178

45.01

9-3

.300

45.18

044

.909

0.00

045

.195

45.01

9

3.30

045

.234

44.90

93.

750

45.23

945

.019

6.50

045

.271

45.11

0

8.00

045

.288

45.14

88.

050

45.28

945

.149

8.35

045

.292

45.15

79.

225

45.30

245

.302

OFFSET


DESIGNSURFACE LEVEL

DATUM 44

BLBL

DESI

GN C

L


1 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40 1 in 6

-8.83

745

.777

45.77

8-8

.350

45.77

945

.697

-8.05

045

.780

45.69

0-8

.000

45.78

145

.689

-6.50

045

.788

45.65

1

-3.75

045

.801

45.55

9-3

.300

45.80

345

.449

0.00

045

.820

45.55

9

3.30

045

.836

45.44

93.

750

45.83

845

.559

6.50

045

.852

45.65

1

8.00

045

.859

45.68

98.

050

45.86

045

.690

8.35

045

.861

45.69

7

9.67

845

.868

45.91

9

OFFSET


DESIGNSURFACE LEVEL

DATUM 44

BLBL

DESI

GN C

L



-9.36

946

.900

46.56

9

-8.35

046

.903

46.40

0-8

.050

46.90

446

.392

-8.00

046

.904

46.39

1

-6.50

046

.909

46.35

3

-3.75

046

.918

46.26

2-3

.300

46.92

046

.152

0.00

046

.926

46.26

2

3.30

046

.922

46.15

23.

750

46.92

246

.262

6.50

046

.919

46.35

3

8.00

046

.917

46.39

18.

050

46.91

746

.392

8.35

046

.917

46.40

0

10.07

546

.915

46.68

7

OFFSET


DESIGNSURFACE LEVEL

DATUM 45

BL

DESI

GN C

L


1 in 6

1 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40

-12.1

8447

.548

47.52

9

-8.35

047

.487

46.89

0-8

.050

47.48

246

.882

-8.00

047

.481

46.88

1

-6.50

047

.472

46.84

4

-3.75

047

.489

46.75

2-3

.300

47.49

246

.642

0.00

047

.454

46.75

2

3.30

047

.407

46.64

23.

750

47.40

146

.752

6.50

047

.362

46.84

4

8.00

047

.333

46.88

18.

050

47.33

146

.882

8.35

047

.319

46.89

0

OFFSET


DESIGNSURFACE LEVEL

DATUM 46

B2 B2

B2 B2

B2 B2

B2 B2 B2 B2

B2 B2

B2 B2

B2 B2

BERM BERM

FOOTPATH FOOTPATH

0.30

1.502.75

0.453.30 3.30

0.452.75

1.50

0.30BERM BERM

FOOTPATHFOOTPATH

LIMIT OF WORKS

TP

TP


ABN 55 050 029 635


MELWAY 456 E9

10DETAIL DESIGN

04/11A. AL-TWAIJRY




1:100,A1

0 0.5 1.0 1.5 2.0 2.5





0.30

1.502.75

0.453.30 3.30

0.452.75

1.500.30


BL BL

DESI

GN C

L



-11.2

3847

.839

47.59

3

-8.35

047

.818

47.11

2-8

.050

47.81

647

.105

-8.00

047

.816

47.10

3

-6.50

047

.805

47.06

6

-3.75

047

.682

46.97

4-3

.300

47.65

446

.864

0.00

047

.565

46.97

4

3.30

047

.451

46.86

43.

750

47.43

346

.974

6.50

047

.325

47.06

6

8.00

047

.266

47.10

38.

050

47.26

447

.105

8.35

047

.252

47.11

28.

932

47.22

947

.209

OFFSET


DESIGNSURFACE LEVEL

DATUM 46BL BL

DESI

GN C

L


1 in 61 in 40 1 in 30 1 in 30 1 in 30 1 in 30 1 in 40

-12.4

5347

.803

48.00

2

-9.67

847

.594

47.53

9-9

.378

47.57

247

.532

-9.32

847

.568

47.53

0

-6.50

047

.356

47.46

0

-3.75

047

.149

47.36

8-3

.300

47.11

547

.258

0.00

046

.871

47.36

8

3.30

046

.660

47.25

83.

750

46.64

847

.368

6.50

046

.588

47.46

0

8.48

346

.546

47.50

98.

533

46.54

547

.510

8.83

346

.539

47.51

8

OFFSET


DESIGNSURFACE LEVEL

DATUM 45

B2 B2

B2 B2

BERM BERM

FOOTPATHFOOTPATH

TP


ABN 55 050 029 635


MELWAY 456 E9

11DETAIL DESIGN

04/11A. AL-TWAIJRY







1:100,A1

0 0.5 1.0 1.5 2.0 2.5

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2INTERSECTION DETAILSSHEET 1 OF 3BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

12DETAIL DESIGN

04/11A. AL-TWAIJRY








1:250,A12.5 5 7.5 10 12.5

0 0.25 0.5 0.75 1 1.25

KERB RETURN SETOUT DETAIL

T.P. T.P.Mid.

Ord

.

X1 CHORDX2

3/4Radius

Qtr. Ord.

1/4 1/2

INTERSECTION DETAIL PLAN

0

0

1:250,A12.5 5 7.5 10 12.5

2.5 5 7.5 10 12.50

I.P. 4

7.272

I.P. 4

7.714

0.699% 4.096% 0.500%

10.00 m V.C. 10.00 m V.C.

-5.00

047

.204

0.00

047

.239

C1

1.94

347

.261

C2

4.68

547

.314

C3

4.73

847

.315

9.73

847

.477

10.50

647

.509

15.50

647

.669

20.50

647

.739

23.02

047

.751

C4

33.58

647

.804

C5

35.75

747

.815

C6

40.38

547

.838

C7

42.36

947

.848

C8

47.36

947

.873

CHAINAGE (m)

DESIGN LIP

DATUM 46

ALIGNMENT C

I.P. 4

7.403

I.P. 4

7.272

0.655% 0.655% -0.615% -1.131% -1.131%

21.29 m V.C. 21.29 m V.C.

-5.00

047

.301

0.00

047

.334

D1

1.98

147

.345

D2

4.65

947

.358

D3

10.64

647

.369

10.97

847

.369

16.75

947

.359

D4

21.29

347

.338

31.93

947

.259

32.45

747

.254

D5

42.58

647

.152

D6

47.58

647

.095

CHAINAGE (m)

DESIGN LIP

DATUM 45

ALIGNMENT D

I.P. 4

7.20

9

I.P. 4

7.60

3

1.433% 1.433% 1.745% 0.699% 0.699%

22.59 m V.C. 22.59 m V.C.

-5.00

046

.976

0.00

047

.047

F1

11.29

347

.218

22.58

547

.406

24.03

947

.431

F2

33.75

347

.572

F3

33.87

847

.574

45.17

147

.682

F4

50.17

147

.717

CHAINAGE (m)

DESIGN LIP

DATUM 45

ALIGNMENT F

I.P. 4

8.016

I.P. 4

7.824

I.P. 4

7.778

-1.566% -0.943% -0.732% 0.871%

10.00 m V.C. 10.00 m V.C.

-5.00

048

.172

0.00

048

.094

G1

4.98

448

.023

7.92

147

.989

G2

9.98

447

.968

11.16

247

.957

G3

17.38

847

.899

G4

20.33

947

.871

25.33

947

.826

30.33

947

.787

31.57

747

.778

31.66

247

.779

G5

36.66

247

.822

CHAINAGE (m)

DESIGN LIP

DATUM 46

ALIGNMENT G

I.P. 4

7.742

I.P. 4

7.624

-2.168% -0.667% -2.434% 2.564% 2.564%

4.84 m V.C. 4.84 m V.C.

-5.00

047

.866

0.00

047

.758

I1

2.42

147

.731

3.93

147

.703

I2

4.84

247

.683

5.40

747

.671

I3

7.20

047

.654

7.26

347

.654

9.68

447

.686

I4

14.68

447

.814

CHAINAGE (m)

DESIGN LIP

DATUM 47

ALIGNMENT I

ABN 55 050 029 635


MELWAY 456 E9

13DETAIL DESIGN

04/11A. AL-TWAIJRY








1:250,A12.5 5 7.5 10 12.5

0 0.25 0.5 0.75 1 1.25

KERB RETURN SETOUT DETAIL

T.P. T.P.Mid.

Ord

.

X1 CHORDX2

3/4Radius

Qtr. Ord.

1/4 1/2


0

0

1:250,A12.5 5 7.5 10 12.5

2.5 5 7.5 10 12.50

I.P. 4

7.324

I.P. 4

7.555

1.859% 1.859% 3.271% 5.326% 5.826%

7.07 m V.C. 7.07 m V.C.

-5.00

047

.165

0.00

047

.258

A1

3.53

747

.336

7.07

447

.439

10.61

147

.573

14.14

747

.743

19.14

848

.035

CHAINAGE (m)

DESIGN LIP

DATUM 46

ALIGNMENT A

A2

I.P. 4

7.438

I.P. 4

7.280

1.859% 1.859% -2.322% -0.500% 0.699%

6.80 m V.C. 6.80 m V.C.

-5.00

047

.282

0.00

047

.375

B1

3.02

547

.403

3.40

147

.403

6.16

347

.373

B2

6.80

247

.359

10.20

347

.296

12.32

747

.272

B3

13.60

447

.263

B4

18.60

447

.298

CHAINAGE (m)

DESIGN LIP

DATUM 45

ALIGNMENT B

BL BL

DESI

GN C

L

CH 5.000BRISK STREET

1 in 61 in 30 1 in 30

-5.25

047

.185

47.15

9

-3.50

047

.174

46.86

8

0.00

047

.151

46.75

1

3.50

047

.117

46.86

83.

604

47.11

446

.885

OFFSET


DESIGNSURFACE LEVEL

DATUM 46

BL BL

DESI

GN C

L


1 in 61 in 30 1 in 30

-5.33

346

.566

47.26

2

-3.50

046

.572

46.95

7

0.00

046

.548

46.84

0

3.50

046

.524

46.95

73.

639

46.52

346

.980

OFFSET


DESIGNSURFACE LEVEL

DATUM 45

BL BL

DESI

GN C

L


1 in 61 in 30 1 in 30

-5.39

845

.944

47.33

3

-3.50

045

.963

47.01

6

0.00

046

.013

46.90

0

3.50

046

.063

47.01

63.

542

46.06

447

.009

OFFSET


DESIGNSURFACE LEVEL

DATUM 45

BL BL

DESI

GN C

L


1 in 61 in 30 1 in 30

-5.46

045

.535

47.40

3

-3.50

045

.564

47.07

6

0.00

045

.614

46.95

9

3.50

045

.664

47.07

63.

685

45.66

747

.107

OFFSET


DESIGNSURFACE LEVEL

DATUM 45

BL BL

DESI

GN C

L


1 in 61 in 30 1 in 30

-5.50

645

.404

47.47

0

-3.50

045

.391

47.13

6

0.00

045

.373

47.01

9

3.50

045

.356

47.13

63.

794

45.35

447

.185

OFFSET


DESIGNSURFACE LEVEL

DATUM 44

BL BL

DESI

GN C

L


1 in 61 in 30 1 in 30

-5.55

745

.778

47.53

8

-3.50

045

.744

47.19

5

0.00

045

.687

47.07

9

3.50

045

.630

47.19

53.

814

45.62

547

.247

OFFSET


DESIGNSURFACE LEVEL

DATUM 44

3.50 3.50

3.50 3.50

ABN 55 050 029 635


MELWAY 456 E9

14DETAIL DESIGN

04/11A. AL-TWAIJRY





0

0

1:250,A12.5 5 7.5 10 12.5

2.5 5 7.5 10 12.50

A COUNCIL AMENDMENTS A.C. 18/07/11



1 2 3 4 501:100,A1

0 0.5 1.0 1.5 2.0 2.5

CRUSHED ROCK BACKFILL

38.00

225Ø1 in 50

Qa=0.024Qf=0.064

L=36.200m

Vf=1.600Qa=0.024

43.06

343

.081

0.00

042

.252

42.25

20.

829

0.82

942

.477

42.47

7

A28

43.86

743

.807

36.20

042

.982

0.82

543

.207

43.21

6

0

CHAINAGE

EXISTING SURFACE LEVEL

FINISHED SURFACE LEVEL

DESIGN INVERT LEVEL

HYDRAULIC GRADE LEVEL

DEPTH TO INVERT

Pipe GradePipe Diameter

Qa (m3/s)Qf(m3/s)

Vf(m/s)

DATUM R.L. 38.00

600Ø1 in 64

Qa=0.369Qf=0.767

L=27.996m

Vf=2.710Qa=0.369

43.00

042

.391

0.00

040

.727

40.72

71.

664

1.66

441

.867

41.86

7

A24

525Ø1 in 100

Qa=0.362Qf=0.430

L=8.401m

Vf=1.990Qa=0.362

43.74

642

.993

27.99

641

.164

41.21

41.

829

1.77

941

.968

42.01

1

1

525Ø1 in 44

Qa=0.355Qf=0.646

L=80.000m

Vf=2.980Qa=0.355

43.78

542

.993

36.39

741

.298

41.34

81.

695

1.64

542

.071

42.14

2

2

41.00

525Ø1 in 34

Qa=0.319Qf=0.735

L=69.872m

Vf=3.400Qa=0.319

45.00

444

.947

116.3

9743

.155

43.28

91.

792

1.65

843

.680

43.74

943

.814

3

525Ø1 in 132

Qa=0.288Qf=0.373

L=10.729m

Vf=1.730Qa=0.288

46.77

947

.001

186.2

6945

.333

45.38

31.

668

1.61

845

.858

45.91

3

4

525Ø1 in 133

Qa=0.288Qf=0.373

L=23.418m

Vf=1.720Qa=0.288

46.46

347

.164

196.9

9845

.464

45.46

41.

700

1.70

045

.989

46.16

9

5

525Ø1 in 122

Qa=0.274Qf=0.389

L=19.062m

Vf=1.800Qa=0.274

46.24

947

.605

220.4

1545

.640

45.77

21.

965

1.83

346

.274

46.31

9

6

525Ø1 in 167

Qa=0.228Qf=0.332

L=18.884m

Vf=1.540Qa=0.228

46.62

347

.766

239.4

7745

.928

45.97

81.

838

1.78

846

.453

46.49

346

.503

7

525Ø1 in 198

Qa=0.228Qf=0.305

L=3.172m

Vf=1.410Qa=0.228

47.30

248

.132

258.3

6246

.091

46.14

12.

041

1.99

146

.616

46.64

446

.666

7-1

47.46

348

.003

261.5

3346

.157

1.84

646

.682

46.71

0

7-2

42.00

300Ø1 in 100

Qa=0.014Qf=0.097

L=18.651m

Vf=1.370Qa=0.014

46.24

947

.605

0.00

045

.640

45.69

01.

965

1.91

546

.274

46.31

9

6

300Ø1 in 101

Qa=0.007Qf=0.096

L=12.967m

Vf=1.360Qa=0.007

47.61

247

.800

18.65

145

.877

45.92

71.

923

1.87

346

.323

46.32

7

6-1

47.41

147

.902

31.61

846

.056

1.84

646

.356

6-2

42.00

300Ø1 in 100

Qa=0.004Qf=0.097

L=8.663m

Vf=1.370Qa=0.004

46.46

347

.164

0.00

045

.464

45.63

81.

700

1.52

645

.989

46.16

95

46.00

947

.187

8.66

345

.725

1.46

246

.169

5-1

39.00

300Ø1 in 100

Qa=0.009Qf=0.097

L=8.400m

Vf=1.370Qa=0.009

45.00

444

.947

0.00

043

.155

43.66

91.

792

1.27

843

.680

43.74

943

.969

3

44.81

944

.947

8.40

043

.753

1.19

444

.053

3-1

40.00

300Ø1 in 53

Qa=0.064Qf=0.132

L=63.746m

Vf=1.870Qa=0.064

43.53

443

.549

0.00

042

.641

42.64

10.

908

0.90

842

.941

42.94

1

A30

225Ø1 in 36

Qa=0.037Qf=0.075

L=66.400m

Vf=1.880Qa=0.037

44.79

444

.789

63.74

643

.839

43.96

40.

950

0.82

544

.139

44.16

044

.189

18

45.97

246

.642

130.1

4545

.817

0.82

546

.042

46.06

4

19

38.00

525Ø1 in 127

Qa=0.296Qf=0.381

L=7.248m

Vf=1.760Qa=0.296

43.27

943

.083

0.00

041

.450

41.45

01.

633

1.63

342

.304

42.30

4

A15

43.37

843

.188

7.24

841

.507

1.68

142

.338

42.38

6

8

CHAINAGE



DESIGN INVERT LEVEL


DEPTH TO INVERT


Qa (m3/s)Qf(m3/s)

Vf(m/s)

DATUM R.L.

DESIGN SURFACE

EXISTING SURFACE

HGL LEVEL

RCP

RCP RCP RCP RCP RCP RCP RCP RCP RCP

CRB

CRB

RCP

CRB CRB CRB

RCP

RCPRCP RCP RCP RCP

RADIUS = 69.53mRADIUS = 70m





ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2DRAINAGE LONG SECTIONSSHEET 1 OF 2BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

15DETAIL DESIGN

04/11A. AL-TWAIJRY



469 La Trobe Street Melbourne Victoria 3000 Australia T 61 3 9993 7888 F 61 3 9993 7999 D0

01:500,A1

5 10 15 20 25

0.5 1.0 1.5 2.0 2.5

ALL DRAINAGE UNDER ROAD PAVEMENT TO BEBACKFILLED WITH 2% CEMENT STABILISEDSAND TO EXTEND FROM THE BOTTOM OF THEPIPE TO THE SPRINGLINE (MID POINT) OF THEPIPE CLASS 3 FINE CRUSHED ROCK TO BE USEDAS BACKFILL MATERIAL FROM SPRINGLINE TOTHE ROAD PAVEMENT SUB-BASE

CRUSHED ROCK BACKFILL

38.00

450Ø1 in 55

Qa=0.229Qf=0.383

L=74.752m

Vf=2.410Qa=0.229

43.37

843

.188

7.24

841

.507

41.60

41.

681

1.58

442

.338

42.38

6

8

40.00

450Ø1 in 37

Qa=0.202Qf=0.471

L=63.129m

Vf=2.960Qa=0.202

44.73

744

.591

82.00

042

.956

43.10

31.

635

1.48

843

.406

43.45

943

.553

9

42.00

450Ø1 in 83

Qa=0.169Qf=0.312

L=21.013m

Vf=1.960Qa=0.169

47.16

146

.499

145.1

2944

.825

44.87

51.

674

1.62

445

.275

45.31

645

.325

11

450Ø1 in 120

Qa=0.154Qf=0.260

L=17.520m

Vf=1.640Qa=0.154

47.66

447

.026

166.1

4245

.127

45.17

71.

899

1.84

945

.577

45.60

645

.627

13

375Ø1 in 128

Qa=0.144Qf=0.155

L=8.994m

Vf=1.400Qa=0.144

47.21

747

.352

183.6

6245

.323

45.37

32.

029

1.97

945

.773

45.79

7

14

375Ø1 in 116

Qa=0.142Qf=0.163

L=13.225m

Vf=1.470Qa=0.142

46.58

247

.412

192.6

5645

.443

45.49

31.

969

1.91

945

.858

45.90

1

15

375Ø1 in 122

Qa=0.139Qf=0.158

L=14.201m

Vf=1.430Qa=0.139

46.35

647

.392

205.8

8145

.607

45.65

71.

785

1.73

545

.988

46.03

046

.032

16

375Ø1 in 101

Qa=0.130Qf=0.174

L=5.575m

Vf=1.580Qa=0.130

47.15

747

.359

220.0

8245

.773

45.82

31.

586

1.53

646

.148

46.18

846

.198

17

47.54

447

.578

225.6

5745

.878

1.70

046

.253

46.39

5

17-1

CHAINAGE



DESIGN INVERT LEVEL


DEPTH TO INVERT


Qa (m3/s)Qf(m3/s)

Vf(m/s)

DATUM R.L. 42.00

300Ø1 in 100

Qa=0.004Qf=0.097

L=9.599m

Vf=1.370Qa=0.004

46.35

647

.392

0.00

045

.607

45.82

91.

785

1.56

345

.988

46.03

046

.129

16

46.22

447

.455

9.59

945

.925

1.53

046

.225

16-1

42.00

150

mm IL

45.

466

46.14

24.

339

300Ø1 in 26

Qa=0.010Qf=0.189

L=13.182m

Vf=2.680Qa=0.010

47.21

747

.352

0.00

045

.323

45.98

22.

029

1.37

045

.773

45.79

746

.282

14

47.67

747

.907

13.18

246

.488

1.41

946

.788

14-1

42.00

150

mm IL

44.

992

45.74

62.

799

300Ø1 in 20

Qa=0.021Qf=0.222

L=32.600m

Vf=3.140Qa=0.021

47.66

447

.026

0.00

045

.127

45.62

61.

899

1.40

045

.577

45.60

645

.926

13

48.38

648

.447

32.60

047

.247

1.20

047

.547

47.54

9

13-1

41.00

300Ø1 in 61

Qa=0.036Qf=0.124

L=18.033m

Vf=1.750Qa=0.036

47.16

146

.499

0.00

044

.825

44.97

91.

674

1.52

045

.275

45.31

6

11

300Ø1 in 34

Qa=0.023Qf=0.182

L=5.000m

Vf=2.580Qa=0.023

47.15

146

.751

18.03

345

.275

45.32

51.

476

1.42

645

.575

45.58

245

.625

11-1

47.13

747

.164

23.03

345

.470

1.69

445

.770

45.77

3

11-2

CHAINAGE



DESIGN INVERT LEVEL


DEPTH TO INVERT


Qa (m3/s)Qf(m3/s)

Vf(m/s)

DATUM R.L. 39.00

375Ø1 in 100

Qa=0.076Qf=0.175

L=8.403m

Vf=1.590Qa=0.076

43.37

843

.188

0.00

041

.507

41.80

11.

681

1.38

742

.338

42.38

6

8

300Ø1 in 56

Qa=0.063Qf=0.129

L=70.000m

Vf=1.820Qa=0.063

43.46

243

.185

8.40

341

.885

41.96

01.

300

1.22

542

.402

42.41

4

8-1

300Ø1 in 36

Qa=0.029Qf=0.161

L=42.210m

Vf=2.280Qa=0.029

44.71

644

.452

78.40

343

.202

43.25

21.

250

1.20

043

.502

43.52

343

.552

8-2

45.89

745

.627

120.6

1344

.426

1.20

144

.726

44.73

0

8-3

42.00

300Ø1 in 100

Qa=0.004Qf=0.096

L=5.415m

Vf=1.360Qa=0.004

46.77

947

.001

0.00

045

.333

45.64

31.

668

1.35

845

.858

45.91

345

.943

4

47.15

447

.209

5.41

545

.697

1.51

245

.997

4-1

DESIGN SURFACE

EXISTING SURFACE

HGL LEVEL

RCP

CRB

CRB

CRB

CRB

RCP RCP

RCPRCPRCPRCPRCPRCPRCP

CRB

CRB CRB

RCP RCP RCP

RCP RCP RCP RCP

CH8.

042

RADIUS = 50m

8.0m 11.2m





ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2DRAINAGE LONG SECTIONSSHEET 2 OF 2BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

16DETAIL DESIGN

04/11A. AL-TWAIJRY




01:500,A1

5 10 15 20 25

0.5 1.0 1.5 2.0 2.5

NOTEALL DRAINAGE UNDER ROADPAVEMENT TO BE BACKFILLED WITH2% CEMENT STABILISED SAND TOEXTEND FROM THE BOTTOM OF THEPIPE TO THE SPRINGLINE (MIDPOINT) OF THE PIPE CLASS 3 FINECRUSHED ROCK TO BE USED ASBACKFILL MATERIAL FROMSPRINGLINE TO THE ROADPAVEMENT SUB-BASE

SWD

JUNCTION PIT/ EASEMENT PITTYPICAL DRAINAGE PIT SETOUT DETAIL

NOT TO SCALE

SWD

SIDE ENTRY PITTYPICAL DRAINAGE PIT SETOUT DETAIL

INVERT OF KERB

BACK OF KERB

LIP OF KERB

NOT TO SCALE

PIT CENTRE SETOUT POINT(ALIGN WITH PROPOSED KERB)

PIT CENTRE SETOUT POINT(ALIGN WITH LOT BOUNDARY)

L/2LENGTH (L)

W/2 WID

TH (W

)

L/2LENGTH (L)

W/2 WID

TH (W

)

0 JP 285253.849 5772653.167 600 900 225 42.982 43.807 0.825 REFER TO IDM STD DRG SD 425

A28 EX JP 285289.762 5772648.622 - - 225 42.252 43.081 0.829 EXISTING JUNCTION PIT

7-2 EP 285037.545 5772633.014 - - 525 46.157 48.003 1.846 BLOCK END OF PIPE FOR FUTURE CONNECTION

7-1 SEP 285038.132 5772636.131 900 900 525 46.141 525 46.091 48.132 2.041 REFER TO IDM STD DRG SD430

7 JP 285056.743 5772632.929 900 900 525 45.978 525 45.928 47.766 1.838 REFER TO STD DRG CGG 301, 302, 305, 309WITHCLASS D HEAVY DUTY COVER

6-2 SEP 285051.348 5772655.045 900 900 300 46.056 47.902 1.846 REFER TO IDM STD DRG SD 430

6-1 SEP 285064.216 5772653.446 900 900 300 45.927 300 45.877 47.800 1.923 REFER TO IDM STD DRG SD 430

6 SEP 285075.044 5772638.26 900 900 300 45.690 47.605 1.965 REFER TO IDM STD DRG SD 430

525 45.772 525 45.640



525 45.464 525 45.464



525 45.383 525 45.333



525 43.289 525 43.155

2 SEP 285257.744 5772618.605 900 900 525 41.348 525 41.298 42.993 1.695 REFER TO IDM STD DRG SD 430


A24 EX SEP 285284.463 5772606.756 - - 600 40.727 42.391 1.664 EXISTING SIDE ENTRY PIT

19 JP 285121.741 5772590.556 600 900 225 45.817 46.642 0.825 REFER TO IDM STD DRG SD 425

18 JP 285187.615 5772582.219 600 900 225 43.964 300 43.839 44.789 0.950 REFER TO IDM STD DRG SD 425

A30 EX JP 285250.856 5772574.215 - - 300 42.641 43.549 0.908 EXISTING JUNCTION PIT

17-1 GJP 285045.566 5772591.852 900 900 375 45.878 47.578 1.700 REFER TO IDM STD DRG SD 420

17 DSEP 285050.843 5772590.054 900 1800 375 45.823 375 45.773 47.359 1.586 REFER TO IDM STD DRG SD 445


16 DSEP 285065.038 5772589.625 900 1800 300 45.829 47.392 1.785 REFER TO IDM STD DRG SD 445

375 45.657 375 45.607




375 45.373 450 45.323

13-1 JP 285065.866 5772530.789 600 900 300 47.247 48.447 1.200 REFER TO IDM STD DRG SD 425


450 45.177 450 45.127


11-1 GJP 285101.066 5772567.959 900 900 300 45.325 300 45.275 46.751 1.476 REFER TO IDM STD DRG SD 420 WITH CLASS DHEAVY DUTY COVER


450 44.875 450 44.825



8-2 SEP 285169.125 5772549.183 900 900 300 43.252 300 43.202 44.452 1.250 REFER TO IDM STD DRG SD 430

8-1 SEP 285238.571 5772540.393 900 900 300 41.960 375 41.885 43.185 1.300 REFER TO IDM STD DWG SD 430


450 41.604 525 41.507

A15 EX EP 285244.462 5772531.186 - - 525 41.450 43.083 1.633 EXISTING END PIPE

DRAINAGE PIT SCHEDULEPIT SET OUT CO-ORDINATES INTERNAL DIMENSIONS INTLET OUTLET PIT

REMARKSNo. TYPE EASTING NORTHING WIDTH LENGTH DIA INV LEVEL DIA INV LEVEL FS LEVEL DEPTH

1. EASTING AND NORTHING TO PIT CENTRENOTES

2. SETOUT LEVEL TO PIT COVER LEVEL3. SEP = SIDE ENTRY PIT4. JP = JUNCTION PIT5. GJP = JUNCTION PIT WITH GRATE - GALVANISED LID IN ACCORDANCE WITH AS39966. EP = END PIPE





ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2PIT SCHEDULESHEET 1 OF 1BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

17DETAIL DESIGN

04/11A. AL-TWAIJRY




01:500,A1

5 10 15 20 25

0.5 1.0 1.5 2.0 2.5

DRAINAGE COMPUTATIONSDE

SIGN

ARI

LOCATIONSUB-CATCHMENT RUNOFF DRAIN DESIGN HEADLOSSES PART FULL DESIGN LEVELS

C A C x A C A C x A Q tc I CA Qp L S Ø Vpipe Qcap Qp/Qcap Vo T V² /2g Ku hu Kw hw Sf hf

DEPT

H

Vp

DOW

NSTR

EAM

H.G.

L.

UPST

REAM

H.G

.L.

SURF

ACE

LEVE

L

PIT

No.

DRAI

N SE

CTIO

N

SUB-

CATC

HMEN

TSCO

NTRI

BUTI

NG

CO-E

FFIC

IENT

OF

RUNO

FF (1

)

SUB-

CATC

HMEN

TAR

EA (1

)

EA (1

)

CO-E

FFIC

IENT

OF

RUNO

FF (2

)

SUB-

CATC

HMEN

TAR

EA (2

)

EA (2

)

SUB-

CATC

HMEN

TDI

SCHA

RGE

CRIT

ICAL

TIM

E OF

CONC

ERNT

RATI

ON

RAIN

FALL

INTE

NSIT

Y

TOTA

L (C

x A)

PIPE

FLO

W

REAC

H LE

NGTH

PIPE

GRA

DE

PIPE

DIA

METE

R

PIPE

GRA

DEVE

LOCI

TY

PIPE

GRA

DECA

PACI

TY

Q ac

tual/

Q ca

pacit

y

FLOW

VEL

OCIT

YOU

T (Q

p/ AR

EA)

TIME

IN P

IPE

VELO

CITY

HEA

D

U/S

HEAD

LOSS

COEF

FICI

ENT

U/S

PIPE

STR

UCT.

HEAD

LOSS

W.S

.E.

COEF

FICI

ENT

CHAN

GE IN

W.S

.E.

PIPE

FRI

CTIO

NSL

OPE

PIPE

FRI

CTIO

N(H

EADL

OSS

L x S

f)

VELO

CITY

yrs ha ha l/sec min. mm/hr ha l/sec m 1 in mm m/s l/sec m/s min. m m m % m m m/s m m m5 link2 link2 17A 0.68 0.195 0.133 25 7.75 68 0.133 25

to 17-15 link3 link3 17B 0.68 0.472 0.321 57 8.82 64 0.321 56

to 17-120 link4 link4 17C 0.75 0.261 0.196 52 8.33 96 0.196 52

to 17-15 17-1 17-1 17A;17B;17C 8.82 64 0.649 130 5.574 101.35 375(RCP) 1.58 174 0.75 1.18 0.06 0.071 2 0.142 2 0.142 0.55 0.031 0.242 1.73 46.253 46.395 47.529

to 175 17 17 17A;17B;17C;17 0.65 0.073 0.047 0.65 0 0 11 8.88 64 0.696 139 14.202 122.43 375(RCP) 1.43 158 0.88 1.26 0.17 0.081 0.5 0.04 0.5 0.04 0.63 0.089 0.272 1.62 46.148 46.188 47.359

to 165 16-1 16-1 16-1 0.65 0.027 0.018 0.65 0 0 4 5 81 0.018 4 9.599 99.99 300(RCP) 1.37 97 0.04 0.06 0.12 0 0.5 0 0.5 0 0 0 0.042 0.68 46.225 46.225 47.455

to 165 16 16 17A;17B;17C;17;16 0.65 0.02 0.013 0.65 0 0 3 9.05 63 0.727 142 13.225 116.01 375(RCP) 1.47 163 0.87 1.28 0.15 0.084 0.5 0.042 0.5 0.042 0.66 0.087 45.988 46.03 47.392

to 15 -1;165 15 15 17A;17B;17C;17;16 0.65 0.013 0.008 0.65 0 0 2 9.2 63 0.735 144 8.995 128.5 375(RCP) 1.4 155 0.93 1.3 0.11 0.086 0.5 0.043 0.5 0.043 0.67 0.061 45.858 45.901 47.594

to 14 -1;16;155 14-1 14-1 14-1 0.65 0.069 0.045 0.65 0 0 10 5 81 0.045 10 13.182 26.05 300(RCP) 2.68 189 0.05 0.14 0.08 0.001 0.5 0 0.5 0 0.01 0.001 0.047 1.42 46.788 46.788 47.907

to 145 14 14 17A;17B;17C;17;16 0.65 0.02 0.013 0.65 0 0 3 9.31 63 0.793 154 17.52 120 450(RCP) 1.64 260 0.59 0.97 0.18 0.048 0.5 0.024 0.5 0.024 0.29 0.051 0.249 1.7 45.773 45.797 47.565

to 13 -1;16;15;14-1;145 13-1 13-1 13-1 0.65 0.001 0.001 0.65 0.142 0.092 21 5 81 0.093 21 32.6 20.11 300(RCP) 3.05 215 0.1 0.3 0.18 0.005 0.5 0.002 0.5 0.002 0.05 0.015 0.063 1.93 47.547 47.549 48.447

to 135 13 13 17A to 14;13-1;13 0.65 0.014 0.009 0.65 0 0 2 9.49 62 0.895 169 21.013 83.39 450(RCP) 1.96 312 0.54 1.06 0.18 0.057 0.5 0.029 0.5 0.029 0.35 0.074 0.236 2 45.577 45.606 47.408

to 115 11-2 11-2 11-2 0.65 0.001 0.001 0.65 0.157 0.102 23 5 81 0.103 23 5 34.48 300(RCP) 2.33 165 0.14 0.33 0.04 0.006 0.5 0.003 0.5 0.003 0.06 0.003 0.075 1.63 45.77 45.773 47.164

to 11-15 11-1 11-1 11-2;11-1 0.65 0.043 0.028 0.65 0.048 0.031 13 5.04 81 0.162 36 18.033 60.92 300(RCP) 1.75 124 0.29 0.51 0.17 0.013 0.5 0.007 0.5 0.007 0.14 0.025 0.11 1.51 45.575 45.582 47.134

to 115 11 11 17A to 14;13-1;13 0.65 0.01 0.006 0.65 0.058 0.038 10 9.67 61 1.101 202 63.129 36.66 450(RCP) 2.96 471 0.43 1.27 0.36 0.082 0.5 0.041 0.5 0.041 0.5 0.316 0.206 2.84 45.275 45.316 46.857

to 9 ;11-2;11-1;115 9 9 17A to 14;13-1;13 0.65 0.042 0.027 0.65 0.243 0.158 42 10.03 60 1.286 229 74.752 55.29 450(RCP) 2.41 383 0.6 1.44 0.52 0.106 0.5 0.053 0.5 0.053 0.65 0.485 0.251 2.52 43.406 43.459 44.588

to 8 ;11-2;11-1;11;95 8-3 8-3 8-3 0.65 0.05 0.032 0.65 0.147 0.096 29 5 81 0.129 29 42.21 35.95 300(RCP) 2.28 161 0.18 0.41 0.31 0.009 0.5 0.004 0.5 0.004 0.09 0.038 0.087 1.73 44.726 44.73 45.64

to 8-25 8-2 8-2 8-3;8-2 0.65 0.034 0.022 0.65 0.211 0.137 36 5.31 79 0.288 63 70 56.36 300(RCP) 1.82 129 0.49 0.9 0.64 0.041 0.5 0.021 0.5 0.021 0.43 0.3 0.149 1.81 43.502 43.523 44.449

to 8-15 8-1 8-1 8-3;8-2;8-1 0.65 0.056 0.036 0.65 0.051 0.033 16 5.95 76 0.357 76 8.403 100.04 375(RCP) 1.59 175 0.43 0.69 0.09 0.024 0.5 0.012 0.5 0.012 0.19 0.016 42.402 42.414 43.185

to 85 8 8 17A to 9;8-3;8-2; 0.65 0.06 0.039 0.65 0.054 0.035 17 10.55 59 1.717 296 7.248 127.16 525(RCP) 1.76 381 0.78 1.37 0.07 0.096 0.5 0.048 0.5 0.048 0.48 0.034 42.338 42.386 43.189

to A15 8-1;85 A 1 A 1 7-1 0.65 0.001 0.001 0.65 0.392 0.255 58 5 81 0.256 58 10 249.99 600(RCP) 1.37 388 0.15 0.21 0.12 0.002 0.5 0.001 0.5 0.001 0.01 0.001 0.157 0.99 46.781 46.782 47.056

to 720 link1 link1 7A 0.75 1.162 0.871 228 8.67 94 0.871 228

to 7-25 7-2 7-2 7A 8.67 65 0.871 228 3.172 198.22 525(RCP) 1.41 305 0.75 1.05 0.04 0.056 2 0.112 0.5 0.028 0.28 0.009 0.338 1.55 46.682 46.794 48.003

to 7-15 7-1 7-1 7A 8.71 64 0.871 228 18.884 167.12 525(RCP) 1.54 332 0.69 1.05 0.2 0.056 0.5 0.028 0.5 0.028 0.28 0.053 0.319 1.65 46.616 46.644 48.132

to 75 7 7 7-1;7A 8.91 64 1.127 274 19.062 122.19 525(RCP) 1.8 389 0.7 1.26 0.18 0.081 0.5 0.04 0.5 0.04 0.41 0.077 0.325 1.95 46.453 46.493 47.766

to 65 6-2 6-2 6-2 0.65 0.048 0.031 0.65 0 0 7 5 81 0.031 7 12.967 100.52 300(RCP) 1.36 96 0.07 0.1 0.16 0.001 0.5 0 0.5 0 0.01 0.001 0.056 0.81 46.356 46.356 47.902

to 6-15 6-1 6-1 6-2;6-1 0.65 0.049 0.032 0.65 0 0 7 5.16 80 0.063 14 18.651 99.74 300(RCP) 1.37 97 0.14 0.2 0.23 0.002 2 0.004 2 0.004 0.02 0.004 46.323 46.327 47.8

to 65 6 6 7-1;7A;6-2;6-1;6 0.65 0.061 0.04 0.65 0 0 9 9.09 63 1.23 288 23.418 133.06 525(RCP) 1.72 373 0.77 1.33 0.23 0.09 0.5 0.045 0.5 0.045 0.45 0.105 46.274 46.319 47.605

to 55 5-1 5-1 5-1 0.65 0.029 0.019 0.65 0 0 4 5 81 0.019 4 8.663 99.58 300(RCP) 1.37 97 0.04 0.06 0.11 0 0.5 0 0.5 0 0 0 46.169 46.169 47.187

to 55 5 5 7-1;7A;6-2;6-1;6; 0.65 0.017 0.011 0.65 0 0 2 9.32 62 1.26 288 10.729 132.45 525(RCP) 1.73 373 0.77 1.33 0.1 0.09 2 0.18 2 0.18 0.45 0.048 0.346 1.9 45.989 46.169 47.164

to 4 5-1;55 4-1 4-1 4-1 0.65 0.028 0.018 0.65 0 0 4 5 81 0.018 4 5.415 100.28 300(RCP) 1.36 96 0.04 0.06 0.07 0 0.5 0 0.5 0 0 0 0.042 0.68 45.997 45.997 47.21

to 45 4 4 7-1;7A;6-2;6-1;6; 0.65 0.037 0.024 0.65 0.211 0.137 36 9.42 62 1.439 319 69.872 34.18 525(RCP) 3.4 735 0.43 1.47 0.34 0.11 0.5 0.055 0.5 0.055 0.55 0.385 0.242 3.28 45.858 45.913 47.001

to 3 5-1;5;4-1;45 3-1 3-1 3-1 0.65 0.063 0.041 0.65 0 0 9 5 81 0.041 9 8.4 100 300(RCP) 1.37 97 0.09 0.13 0.1 0.001 0.5 0 0.5 0 0.01 0.001 0.061 0.85 44.053 44.053 44.947

to 35 3 3 7-1;7A;6-2;6-1;6; 0.65 0.056 0.036 0.65 0.256 0.166 45 9.76 61 1.683 355 80 44.27 525(RCP) 2.98 646 0.55 1.64 0.45 0.137 0.5 0.069 0.5 0.069 0.68 0.545 0.277 3.05 43.68 43.749 44.947

to 2 5-1;5;4-1;4;3-1;35 2 2 7-1;7A;6-2;6-1;6; 0.65 0.064 0.042 0.65 0.051 0.033 17 10.21 60 1.758 362 8.401 100.01 525(RCP) 1.99 430 0.84 1.67 0.07 0.142 0.5 0.071 0.5 0.071 0.71 0.06 42.071 42.142 42.993

to 1 5-1;5;4-1;4;3-1;3;2

5 1 1 7-1;7A;6-2;6-1;6; 0.65 0.064 0.042 0.65 0 0 9 10.28 60 1.8 369 27.996 64.06 600(RCP) 2.71 767 0.48 1.3 0.17 0.086 0.5 0.043 0.5 0.043 0.36 0.101 41.968 42.011 42.993to A24 5-1;5;4-1;4;3-1;3

;2;15 19 19 19 0.65 0.001 0.001 0.65 0.252 0.164 37 5 81 0.165 37 66.4 35.83 225(RCP) 1.88 75 0.49 0.93 0.59 0.044 0.5 0.022 0.5 0.022 0.68 0.452 0.112 1.88 46.042 46.064 46.642

to 185 18 18 19;18 0.65 0.001 0.001 0.65 0.205 0.133 30 5.59 77 0.299 64 63.746 53.21 300(RCP) 1.87 132 0.49 0.91 0.57 0.042 0.5 0.021 0.5 0.021 0.44 0.281 0.148 1.86 44.139 44.16 44.789

to A305 0 0 0 0.65 0.001 0.001 0.65 0.16 0.104 24 5 81 0.105 24 36.2 49.59 225(RCP) 1.6 64 0.38 0.6 0.38 0.018 0.5 0.009 0.5 0.009 0.29 0.104 0.095 1.48 43.207 43.216 43.807

to A28

Refer to External CatchmentCalculations Spreadsheet




ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2MINOR SYSTEM COMPUTATIONSSHEET 1 OF 1BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

18DETAIL DESIGN

04/11A. AL-TWAIJRY



469 La Trobe Street Melbourne Victoria 3000 Australia T 61 3 9993 7888 F 61 3 9993 7999 D





NOT TO SCALE

KERB TYPE AS SPECIFIED

300 MAX.

30mm THICK SIZE 10 TYPE NWEARING COURSE ASPHALT

150mm THICK 20mm NOMINAL SIZE CLASS 2 CRUSHED ROCK


SUBGRADE PREPARED AS PER DOUGLAS PARTNERS REPORT SECTION 8.1.6

BITUMINOUS PRIME

PLACED IN TWO LAYERS

THE INVERT LEVEL OF THE DRAIN SHALL NOT TOBE LESS THAN 200mm BELOW THE PAVEMENTSUBGRADE

300

300

.

APPROVED 90Ø CLASS 400SLOTTED/[ERFORATEDSUBSOIL DRAIN WITHGEOTEXTILE SURROUND

APPROVED 14mm N.S.AGGREGATE

100mm DEPTH LOAM

(BASED ON STD DRG CGG418)

BAYBROOK AVENUE, CREEKSIDE DRIVEROAD RESERVE - (380mm DEEP)

NOT TO SCALE

KERB TYPE AS SPECIFIED

300 MAX.

30mm THICK SIZE 10 TYPE NWEARING COURSE ASPHALT



BITUMINOUS PRIME

PLACED IN TWO LAYERS

THE INVERT LEVEL OF THE DRAIN SHALL NOT TOBE LESS THAN 200mm BELOW THE PAVEMENTSUBGRADE

300

300

.

APPROVED 90Ø CLASS 400SLOTTED/[ERFORATEDSUBSOIL DRAIN WITHGEOTEXTILE SURROUND

APPROVED 14mm N.S.AGGREGATE

100mm DEPTH LOAM

(BASED ON STD DRG CGG418)

SEALARK WAYROAD RESERVE - (480mm DEEP)

175mm THICK LOWER SUBGRADE 20mm NOMINAL SIZE CLASS 4CRUSHED ROCK PREPARED AS PER DOUGLAS PARTNERS REPORTSECTION 8.1.6

1 IN 40

75mmCOMPACTED DEPTH OFCLASS 3, 20mm NOM. SIZE FINECRUSHED ROCK

NOT TO SCALE

2.5m & 1.5m

SL62 MESH PLACED ON BARCHAIRS (40mm MIN TOP COVER).

125mm THICK REINFORCEDCONCRETE PATH (25MPa)

BOUNDARY

FOOTPATH & SHARED FOOTPATHSECTION A-A

INVE

RT

OPEN DRAIN CROSS SECTIONGEOFABRIC SILT FENCE

SILT CONTROL OPTIONSNOT TO SCALE

GEOFABRIC SILT FENCE

SILT CONTROL FOR LOTS

GEOFABRIC SILT FENCE TO BEINSTALLED TO MANUFACTURERSSPECIFICATIONS

GEOFABRIC TO EXTENDBELOW FINISHED SURFACE

STAKE

STAKE

GEOFABRIC SILT FENCE TO BEINSTALLED TO MANUFACTURERSSPECIFICATIONS

GEOFABRIC TO EXTENDBELOW FINISHED SURFACE

INVE

RT

PROP

ERTY

LIN

E

TYPICAL CATCH DRAIN SECTION

600 1200

300150

2.00m

FALLFILLING

275

MIN

.

150

MIN

.

STANDARD SM3 KERB & CHANNEL

600

190

225R

75R

110

125

15R

9

300

Line of Kerb

25 Chamfer

( SM3 )

450

110 40 300

150

150

5030

0

R25R2

5

110

300

50

R25

40

R25

150

150

200

STANDARD B1 KERB( B1 )

STANDARD B2 KERB( B2 )

230

150

STANDARD SM1 KERB

110

125

15R

225R

25R

190

( SM1 )

300

300

BACK

OF

KERB

LINE

OF

KERB

LOT FILLING AT STAGE BOUNDARY

0.50m(min)

LOT GRADING TITL

E BO

UNDA

RY

EXISTING SURFACE

FILLING

1 in 2



LOT REGRADING DETAIL

TOPSOIL PLACEMENTCONTROLLED FILLSURFACE REGULATION

STRI

PTO

PSOI

L

FILL

200

mmTH

ICK

PAVEMENT INTERFACE - DETAILLIMIT OF WORKS CONCRETE EDGE STRIP &

PAVEMENT DESIGN AS SPECI

REFER TO COUNCIL STD DETAILFOR AG DRAIN TRENCH MATERIAL

REFER TO COUNCIL STD DETAILFOR AG DRAIN BEDDING MATERIAL

200mm WIDE x 300mm DEEPCONCRETE EDGE STRIP

SECTION

1000

500

200 200 200

500 500

200

BOTTOM OF RAMP

TOP OF RAMP

100

100

RAMP LINE MARKING

LINE MARKING TO EXTENDFULL WIDTH OF RAMP

90mm HIGH ASPHALT FLATTOP HUMP

90

1.2m

RAMP LINE MARKING. REFERBELOW FOR DETAILS

PAVEMENT ASSPECIFIED

B

B

KERB TYPE SM1 AS DETAILED

NOT TO SCALEROUNDABOUT CENTRAL ISLAND DETAIL

EPOXY GROUTED DOWELS 20mm DIA. MS 450mmLONG AT 900CRS TO KERB. DOWELS TO BEINSERTED 225MM INTO EXISTING KERB

32 MPA 200mm THICK CHARCOALCOLOURED CONCRETE WITH SL82MESH AND 60mm TOP COVER.

4.20

1 in 30

75mm MIN. COMPACTEDDEPTH 20mm NOM. SIZE

CLASS 2 CRUSHED ROCK

VARIES

CHARCOAL COLOURED 200mmTHICK CONCRETE WITH SL82MESH AND 60mm TOP COVER.

EPOXY GROUTED DOWELS 20mm DIA.MS 450mm LONG AT 900CRS TOKERB. DOWELS TO BE INSERTED225MM INTO EXISTING KERB

NOT TO SCALETRAFFIC ISLAND DETAIL

KERB TYPE SM1AS DETAILED





ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2PAVEMENT AND STANDARD DETAILSSHEET 1 OF 1BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

19DETAIL DESIGN

04/11A. AL-TWAIJRY




0.5L25

TIED CONSTRUCTION JOINT (TJ)

tt

t

GENERAL NOTES:

1. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH RELEVANT AUSTRALIANSTANDARDS AND CCAA LITERATURE; OR VIC ROADS STANDARDS FOR NONRESIDENTIAL STREETS.

2. ALL CONCRETE TO BE MINIMUM 32MPa COMPRESSIVE STRENGTH

3. CONCRETE TO BE THOROUGHLY COMPACTED USING EITHER SURFACE AND/ORIMMERSION VIBRATORS, PARTICULARLY AROUND REINFORCEMENT AND IN CORNERSOF FORMS.

4. PRIOR TO CASTING, THE UNBOUND GRANULAR SUBBASE MUST BE DAMP TO ENSURENO EARLY "DRYING OUT" OF THE CONCRETE.

5. CURING OF CONCRETE IS ESSENTIAL - IDEALLY BY MAINTAINING WET HESSIAN ORSEALING WITH PLASTIC SHEETING.

6. SAW CUTTING OF CONCRETE SHOULD BE COMMENCED AS SOON AS CONCRETEPERMITS BY EXPERIENCED CONTRACTORS, BUT NO LATER THAN 12 HOURS AFTERPOUR.

7. ALL DOWELS TO BE GRADE 250R STEEL BARS, 450mm LONG AND PLACED AT 300mmCENTRES. REFER CCAA- "CONCRETE PAVEMENT DESIGN FOR RESIDENTIAL STREETS"FOR DOWEL DIAMETERS. DOWELS MUST BE ACCURATELY PLACED TO ENSURE THEJOINT DOES NOT "LOCK". INSERTION OF DOWELS DURING THE PLACING OF CONCRETEIS NOT ACCEPTABLE. DOWELS MUST BE SAWN AND NOT CROPPED.

8. ALL JOINTS TO BE APPROPRIATELY SEALED TO RESIST THE INTRUSION OF SAND ANDGRAVEL AND TO MINIMISE THE INGRESS OF WATER.

9. VARIATION TO JOINT LAYOUT BY CONTRACTOR WILL NOT BE ACCEPTED WITHOUTSPECIFIC WRITTEN APPROVAL OF SUPERINTENDENT & COUNCIL.

50mm

MIN

COV

ER

t

SAW CUT (SC)

0.5t

50mm

MIN

COVE

R

CONSTRUCTION JOINT

0.5L

WEAKENED-PLANE JOINT

0.5L

75

75

50mm

MIN

COVE

R

0.5t

WEAKENED-PLANE JOINT

CONSTRUCTION JOINT

0.5L

75

25

0.5t

50mm

MIN

COV

ER

TRANSVERSE CONSTRUCTION JOINT (CJ)

t

ISOLATION JOINT (IJ)

t

50mm

MIN

COV

ER 75 75

50mm

MIN

COV

ER

0.5t

SEALANT

FILLER

INDUCED CRACK40mm DEEPSAW CUT

INDUCED CRACKCAP REQUIRED FOREXPANSION JOINT

BOND BREAKINGCOMPOUND

CAP REQUIRED FOREXPANSION JOINT


5R

0.25(t) DEEPSAW CUT

DOWEL(LENGTH, L)

DOWEL(LENGTH, L)

DEFORMED TIEBAR

(LENGTH, L)

DEFORMED TIEBAR

(LENGTH, L)

INDUCED CRACK0.3(t) DEEPSAW CUT

0.5t

t

175

EXPANSION JOINT (EJ)

175

12

25


RESIN BONDED CORK STRIP

R20 DOWELBAR @ 300mm

CAP REQUIRED FOREXPANSION JOINT

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2CONCRETE JOINTING DETAILSSHEET 1 OF 1BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

19ADETAIL DESIGN

04/11A. AL-TWAIJRY



469 La Trobe Street Melbourne Victoria 3000 Australia T 61 3 9993 7888 F 61 3 9993 7999B TENDER ISSUE A.C. 29/11/11


NOT TO SCALE

PAVEMENT DETAIL - BRISK STREET

Base 205mm Concrete SlabSteel Reinforcement Mesh: SL92Dowells: 32mm diameter, 450mm longGrade 250R plain steel bars, 1

2 of dowellength coated with debonding agent

Subbase 100mm Granular subbaseSize 20mm Class 2 Crushed Rock

Subgrade Subgrade, CBR=2%

RIGID PAVEMENT WITH GRANULAR SUB-BASE FOR BRISKSTREET

TABLE 1

205mm CONCRETE WITH SINGLE LAYERSL 92 MESH (50mm COVER)

100mm OF 20MM NOMINAL SIZE CLASS 2 C.R.

CONCRETE JOINTING DETAIL - BRISK STREETSCALE 1:250

FUTUREOPEN SPACE

FUTURE MEDIUMDENSITY SITE





ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2SIGNAGE AND LINE MARKINGSHEET 1 OF 1BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

20DETAIL DESIGN

04/11A. AL-TWAIJRY




0

1:500,A15 10 15 20 25

5 10 15 20 25

R1-2AGIVE

S1

LEGEND

S2 HAZARD SIGN

NO ROAD SIGNS3

TRAFFIC CALMINGMEASURES AHEADS4

S5

S6

ROAD HUMP SIGN

D4-5

G9-18

GIVEWAY SIGN

W5-10

W3-4

R1-3AS7 ROUNDABOUT SIGN

R2-3A(L)S9 KEEP LEFT SIGN

D4-1 -2A OR SIMILARS10 LIGHT GAUGE POST WITH 100x300UNI-DIRECTIONAL HAZARD MARKER TYPE

W2 -7AS8 ROUNDABOUT AHEAD SIGN

PROPOSED RETAIL

0

0

1:500,A15 10 15 20 25

5 10 15 20 25 A subsidiary of Downer EDI Limited

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2ENVIRONMENTAL MANAGEMENT PLANSHEET 1 OF 2BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

21DETAIL DESIGN

04/11A. AL-TWAIJRY




CONSTRUCTION AND ENVIRONMENTAL MANAGEMENT PLAN

Management Risk: Significant/Med/Low

2. Communication of Site EMP Requirements:

3. Inspections and Maintenance

Requirement: EPA Victoria and Council requirements must be adhered to in relation to the level of noise and working hours, to ensure that residents and other applicable neighbours to the site are notdisturbed unreasonably. The generation of noise must be minimised.

5. Informing Residents:

6. Associated documents:

Noise Risk: Significant/Med/Low

Dust Risk: Significant/Med/Low

Erosion and Sediment

Waste

Chemicals

Significant Flora/Fauna Risk: Significant/Med/Low Archaeological/Heritage Risk: Significant/Med/Low

8. Noise Minimisation Methods: 9. Other:

10. Minimising Dust Generation:

11. Dust Suppression:

12. Contingencies:

13. Other

14. Drainage Management:

15. Soil StabilisationDuring construction:

Post construction:

16. Stockpile Management:

21. Movement of Soil: Off site/ On site/ N/A Contaminant Status:

25. Storage:

26. Spill Management:

22. Waste Minimisation Methods:

Requirement: Litter and waste must be contained onsite before disposal in a responsible manner. Waste generation must be minimised.

Requirement: Storage and spill management practices must be implemented to ensure that no environmental damage can result from the escape or spillage of chemicals or fuels.

17. Sediment Traps (sediment retention devices):

18. Dewatering:

19. Vehicle and Road Management:Site access:

Cleaning Vehicles:

Street Cleaning:

20. Other:

23. Waste Storage and Disposal:

24. Other:

27. Refuelling Procedure:

28. Other:

Requirement: All significant flora and fauna on and adjacent to the site must be protecte d.

29. Yes/No. Details: 30. Yes/No. Details:

Requirement: Places, sites and objects of archaeological or heritage significance must be protected. 31.

Other Site Specific Issues

I have read this Site Environmental Management Plan and agree to undertake works and ensure that subcontractors undertake works in accordance with this plan. Developer Consultant Contractor

7. Working hours:

Mon-Fri07.00 - 5.00Sat

(REF. EPA GUIDELINES)

1. Responsibilities:

Emergency contact 1:Emergency contact 2:

Requirement: Litter and waste must be contained on site before disposal in a responsible manner. Waste generation must be minimised.

TO BE ADVISED

TO BE ADVISEDTO BE ADVISED

-EMP TO BE DISPLAYED IN SITE SHED -LETTER DROP AT COMMENCEMENT-EMP TO BE DISCUSSED AT TOOL BOX -ROAD SIGNAGE

MEETINGS-EMP TO BE OUTLINED AT INDUCTIONS

-WEEKLY INSPECTIONS AND PRIOR TO RAINFALL AS WELL AS DURING & AFTER

RAINFALL

ALL PLANT TO BE FITTEDWITH CORRECT MUFFLERS& MAINTAINED IN GOODCONDITION

PREVENT UNNECESSARY DISTURBANCE OFNATURAL VEGETATION COVER. RETAINEXISTING VEGETATION WHERE POSSIBLELIMIT VEHICLE MOVEMENTS

-MONITOR DUST GENERATION SPEED CONTROLLED ON SITE -USE WATER TRUCK TO SPRAY DUST NOTE: IF DUST IS NOT CONTAINED BY AREAS AS REQUIRED WATERING, STOP ACTIVITY UNTIL

CONTROL IS EFFECTED

-APPLY PROTECTION MEASURES APPLY WHERE APPROPRIATE: -RETAIN VEGETATON -SILT FENCES & STRAW BALES -INSTALL DIVERSION DRAINS -EARTH BUNDS & GRAVEL SAUSAGE -MONITOR DRAINAGE PATTERN -POROUS ROCK WIERS

PUMP DISCHARGE OVER EXISITNGVEGETATION

MONITOR FOR SCOURING/ EROSIONAPPLY PROTECTIVE MEASURES ANDREINSTATE TO ORIGINAL CONDITION

GRASSING & RE-VEGETATION 1 x N0.AS SHOWN

ROAD SWEEPER/WATER TRUCK -COVER STOCKPILES -REMOVE OFF SITE ASAP IF MATERIAL

-SILT FENCES ON DOWNSTREAM

WHERE POSSIBLE MATERIAL TO BERE-USED ON SITE EXESS TO BEREMOVED OFF SITE

N/A -SOLID WASTE STOCKPILE BINS -DISPOSE OFF SITE ON REGULAR BASIS

NO FUELS OR CHEMICALS TO BE STOREDON SITE

REFUELLING TRUCKS TO BE EQUIPPEDWITH SPILL KITS

REFUELLING TRUCKS TO BE FITTED WITHLEAK-PROOF OUTLETS AND EQUIPPEDWITH SPILL KITS NO NO

TRAFFIC - APPROVED TRAFFIC MANAGEMENT PLANS TO BEFOLLOWED

BAYVIEW ON THE BELLARINE STAGE 216/08/11 REV. B

ACCESS OF JETTY ROAD

IDENTIFY DUST ENVIRONMENTAL ISSUESTHAT MAY ARISE & DEVELOP SWIFTRESOLUTION FOR IDENTIFIED ISSUE

SAUSAGE FILTERS ARE TO BE PLACED AT ALLGRATED PITS/SEPs DURING CONSTRUCTION




-IS NOT TO BE USED

0

0

1:500,A15 10 15 20 25

5 10 15 20 25 A subsidiary of Downer EDI Limited

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 2ENVIRONMENTAL MANAGEMENT PLANSHEET 2 OF 2BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E9

21ADETAIL DESIGN

04/11A. AL-TWAIJRY




Issues:

- Nature of noise generating works:

- Potential noise receptors:

- Proximity of works to noise receptors:

-

-

Issues:

- Dust Sources:

- Potential dust receptors:

- Proximity of works to dust receptors:

- Extent of exposed earth and duration of time exposed:

- Wind conditions:

-

-

Issues:

- Erosion and sediment sources:

- Potential erosion and sediment receptors:

- Proximity of works to erosion and sediment receptors:

- Extent of exposed earth and duration of time exposed:

- Soil type and erosivity:

- Slope:

- Site drainage regime:

- Rainfall:

- Vehicle movements on and off site:-

-

Issues:

- Nature of waste to be generated:

- Presence of waste on site prior to work commencement:

- Quantity of waste anticipated:

- Potential waste receptors:

- Proximity to waste receptors:

-

-

Issues:

- Types of chemicals (inc. fuels) to be stored/used on site:

- Quantities of chemicals (inc. fuels) to be used on site:

- Potential chemical receptors:

- Proximity to chemical receptors:

-

-

Issues:

- Types of flora/fauna:

- Vulnerability of flora/fauna:

- Proximity of works to flora/fauna:

- Work activities which may threaten flora/fauna:

- Potential impacts on flora/fauna:

-

-

Issues:

- Traditional land owners consulted? : Yes/No

- Survey or assessment conducted?: Yes/No/ Not Required

- Probability of encountering archaeological/heritage items during works:

- Types of archaeological/heritage items on site:

- Proximity of archaeological/heritage items to works:

- Work activities which may threaten archaeological/heritage items:

-Potential impacts on archaeological/heritage items:

-

-

Issues:

-

-

-

-

-

-

CONSTRUCTION MACHINERYNEIGHBOURSVARIES 100m TO 400m

EXCAVATION , HAULAGE TRACKSNEIGHBOURS

VARIES 100mTO 400m VARIES WITH DIFFERING SITE OPERATIONS

STOCKPILES, EXPOSED BATTERS

20m (MIN)

VARIES

SAND & CLAYVARIES

EXCESS SPOIL, MINOR CONCRETE SIGNIFICANT

VARIES

NONEDIESEL FUEL DELIVERED BY TANKER TRUCK

FLORA/FAUNA REPORT DONE NO SIGNIFICANT SPECIES ON SITE

NOYES

UNLIKELY

MODERATE

MEDIUM

LIKELY

MODERATE

SIGNIFICANT

LIKELY

MODERATE

SIGNIFICANT

RARE

MINOR

LOW

RARE

MINOR

LOW

RARE

MINOR

LOW

LIKELY

MODERATE

SIGNIFICANT

CONSTRUCTION AND ENVIRONMENTAL MANAGEMENT PLANBAYVIEW ON THE BELLARINE STAGE A16/08/11 REV. A

DOWNSTREAM DRAINAGE

2.00m

EXISTING SURFACE

1 IN 6

150 M

IN

300 M

IN

1 IN 6

NOT TO SCALE

CUT-OFF DRAIN DETAIL

BUIL

DING

LINE

INVERT TO BE GRADEDAT 1:200 MIN. TO OUTLET

LOW


B TENDER ISSUE A.C. 29/11/11

FIGURE 1

FIGURE 2

ThisPlanning Permit No.

Subdivision Act 1988.

has/has not been made.

The requirement has been satisfied.

The requirement is to be satisfied in Stage

Survey: This plan

in Proclaimed Survey Area No.

A - Appurtenant Easement E - Encumbering Easement R - Encumbering Easement (Road)

This survey has been connected to Permanent Mark No(s).

This Plan is certified under Section 6 of the Subdivision Act 1988.

This plan is certified under section 11(7) of the Subdivision Act 1988Date of original certification under section 6 ....../......./

This is a statement of compliance issued under section 21 of the

A requirement for public open space under Section 18 Subdivision Act 1988

Re-certified under section 11(7) of the Subdivision Act 1988.

Date / /

Notations

Council Name:

OPEN SPACE

Council delegateCouncil sealDate / /

Council delegateCouncil seal

PurposeEasementReference

Legend:

REF:

Easement Information

Width(Metres) Origin

Last Plan Reference:

Vesting of Roads or Reserves

FOL

Crown Allotment:

(Of approx. centre of plan)

Depth Limitations:

Identifier

Co-ordinates:

Crown Portion:

Title References

Postal Address:(At time of subdivision)

VOLC/T

Township:

Location of Land

Parish:

Section: 1.

2.

3.

(i)

(ii)

(iii)

Council/Body/Person

Zone 55NE

Staging:

PLAN OF SUBDIVISION

DATE / /COUNCIL DELEGATE SIGNATURE

...............................................................

Date: / /

PLAN REGISTERED

LRS use only

Date: / /

Sheet of Sheets

Assistant Registrar of Titles.

Original sheet size A3

LRS use only

Statement of compliance/Exemption Statement

VERSION

...........................................................

Land Benefited/In Favour of Received

TIME

PS

Ref:

Plan Number

Council Certification and Endorsement

EDITIONLRS use onlyStage No.

FILE NAME : 142551R9-POS.dwgFILE LOCATION : G:\14\142551\ACAD\LAYOUT NAME : Sheet 1SAVE DATE : Tue, 18 Oct 2011 - 9:00 LAST SAVED BY : mohammad.ali

This is a SPEAR plan.

644415C

Bellarine

5E

..... ...Lots B & C on PS 640503C

148 Jetty RoadDrysdale, 3222

285 1955 772 585

ROADS R-1 CITY OF GREATER GEELONGRESERVE No. 1 CITY OF GREATER GEELONG

15.24 metres below the surfaceis not a staged subdivision

-

is based on survey

PM 126 & 288150

BAYVIEW ON THE BELLARINE ESTATE - STAGE 2 (41 LOTS) AREA OF STAGE - 3.066haPhillip John Herridge

142551R9-POS 5

1 9

MGA

CITY OF GREATER GEELONG

CPG

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CPG

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CPG

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CPG

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T 61 3 5249 6888Geelong Vic 3220

10 Moorabool StreetCPG

F 61 3 5249 6899

PO Box 4032

E-1 Sewerage 2 This Plan Barwon Region Water CorporationE-2 Drainage 3 This Plan City of Greater GeelongE-2 Sewerage 3 This Plan Barwon Region Water Corporation

Lots 1 to 200 and A to C (all inclusive) have been omitted from this plan.Land being subdivided is enclosed within thick continuous lines.

DWG No. 142551R09-1

A3

ORIGINAL...............................................................

DATE / /

...........................................................

REF: VERSION

COUNCIL DELEGATE SIGNATURE

Sheet

Stage NoPLAN OF SUBDIVISION

Plan Number

PS

FILE NAME : 142551R9-POS.dwgFILE LOCATION : G:\14\142551\ACAD\LAYOUT NAME : Sheet 2 LSAVE DATE : Tue, 18 Oct 2011 - 9:00 LAST SAVED BY : mohammad.ali

644415C

Phillip John Herridge

142551R9-POS 5

2

LENGTHS ARE IN METRES

SCALECPG

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T 61 3 5249 6888Geelong Vic 3220


F 61 3 5249 6899

PO Box 4032

DWG No. 142551R09-2

654321

F

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B

A

654321

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H

Stage No Plan Number

PSPLAN OF SUBDIVISION

VERSION

ORIGINAL

REF:

A3

.................................

Sheet


COUNCIL DELEGATESIGNATURE

............................................................................

DATE / /

FILE NAME : 142551R9-POS.dwgFILE LOCATION : G:\14\142551\ACAD\LAYOUT NAME : Sheet 3 PSAVE DATE : Tue, 18 Oct 2011 - 9:00 LAST SAVED BY : mohammad.ali

644415C

142551R9-POS


5

3


SCALE

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T 61 3 5249 6888Geelong Vic 3220


F 61 3 5249 6899

PO Box 4032

DWG No. 142551R09-3

A3

ORIGINAL...............................................................

DATE / /

...........................................................

REF: VERSION


Sheet


Plan Number

PS


644415C


142551R9-POS 5

4


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PO Box 4032

DWG No. 142551R09-4

A3

ORIGINAL...............................................................

DATE / /

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REF: VERSION


Sheet


Plan Number

PS


644415C


142551R9-POS 5

5


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PO Box 4032

DWG No. 142551R09-5

654321

F

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C

B

A

654321

F

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C

B

A

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VERSION

ORIGINAL

REF:

A3

.................................

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............................................................................

DATE / /

FILE NAME : 142551R9-POS.dwgFILE LOCATION : G:\14\142551\ACAD\LAYOUT NAME : Sheet 6 PSAVE DATE : Tue, 18 Oct 2011 - 9:00 LAST SAVED BY : mohammad.ali

644415C

142551R9-POS


5

6


SCALE

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F 61 3 5249 6899

PO Box 4032

DWG No. 142551R09-6

654321

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T 61 3 5249 6888Geelong Vic 3220


F 61 3 5249 6899

PO Box 4032

CREATION OF RESTRICTION

The following restriction is to be created upon registration of the Plan of Subdivision No. PS 644415C (Plan ofSubdivision)

by way of a restrictive covenant and as a restriction as defined in the Subdivision Act 1988.

For the purposes of this restriction:

a A dwelling means a house.b A building means any structure except a fence.c Front Boundary means:

( i ) In the case of any lot where only one boundary of that lot abuts a road, the boundary which abutsthe road.

( ii ) In the case of any lot where two boundaries of that lot each abut a road or open space reserve,the shorter boundary that abuts the road.

d A secondary boundary means a road boundary or open space reserve boundary other than a frontboundary.

e A wing fence is that part of a fence constructed on a side boundary forward of the façade of the dwelling.f A public view is a view from a road or from an open space reserve.

LAND TO BE BENEFITED: Lots 201 to 241 (all inclusive) on this plan.

LAND TO BE BURDENED: Lots 201 to 241 (all inclusive) on this plan.

DESCRIPTION OF RESTRICTION

Except with the written consent of Dalgo Pty Ltd and Libnom Pty Ltd or their authorised representative National PacificProperties Proprietary Limited (NPP) and in all other instances with the written consent of each and every registeredproprietor of a benefiting lot on the Plan of Subdivision the registered proprietor or proprietors for the time being of anyburdened Lot on the Plan of Subdivision shall not:

1 Apply for a building permit until the siting and design of the dwelling is endorsed by NPP.2 Construct a dwelling other than in accordance with the Bayview on the Bellarine Estate Design Guidelines3 Subdivide or allow a Lot to be subdivided.4 Construct more than one dwelling on any Lot.5 Allow more than 60% of the Lot to be covered by buildings.6 Construct a plain concrete driveway.7 Construct a driveway closer than 400 millimetres from a side boundary or a secondary boundary.

House and Garage Siting

8 For Lots greater than 25.0 metres in depth construct a dwelling closer than 4.5 metres from thefront boundary with the exception of verandahs, portico's and entries which are not excluded from the setback.

9 For Lots equal to or less than 25.0 metres in depth construct a dwelling closer than 3.0 metres from the frontboundary with the exception of verandahs, portico's and entries which are not excluded from the setback.

10 Construct a building closer than 2.0 metres from a secondary boundary.11 Construct a dwelling unless at least one side boundary is set back a minimum of one metre.12 Construct a dwelling unless any reserve boundary is set back a minimum of one metre.13 Construct a garage closer than 5.5 metres from the front boundary and 0.84 metre behind the facade of the

dwelling for all Lots on this plan14 For buildings on an east-west axis, construct second storey windows on the south side unless they have a sill height

of 1.7 metres or have obscure glazing or screening.15 For buildings on a north-south axis, construct second storey windows on the west side unless they have a sill height

of 1.7 metres or have obscure glazing or screening.

DWG No. 142551R09-7

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644415C

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T 61 3 5249 6888Geelong Vic 3220


F 61 3 5249 6899

PO Box 4032


Primary Dwelling Construction

16 Construct a dwelling on a corner Lot without a minimum of 5.0 metres of the facade facing the secondaryboundary incorporating elements of the front façade of the dwelling commencing from the front façade of

the dwelling.17 Construct a dwelling without a front facade incorporating a verandah, entrance portico or covered porch at

the front door.18 Construct a dwelling with a front verandah unless it has an area of at least 4 square metres and a depth of

at least 1 metre.19 Construct a dwelling with an entrance portico unless it has an area of at least 4 square metres and a depth

of at least 1.5 metres.20 Construct any single storey dwelling unless the dwelling has a minimum ceiling height of 2.55 metres.21 Construct a dwelling without eaves with a roof pitch of less than 25 degrees without the approval of NPP.22 Construct a dwelling with a floor area less than 120m² (excluding garages, porticos, verandas and other

enclosed areas) on a lot of less than 450m² in area.23 Construct a dwelling with a floor area less than 150m² (excluding garages, porticos, verandas and other

enclosed areas) on a lot of 450m² or greater in area.24 Construct a dwelling on stumps unless the stumps are concealed.

Garage Doors

25 Install a garage door of a type, style, colour or material without the approval of NPP.

External Fixtures and Garden Sheds

26 Erect or allow to be erected on any Lot any advertising hoarding except for the erection of a signboard thatthe Lot or house is for sale.

27 Erect or allow to be erected any builders' or trade signs except for during the actual construction of thedwelling.

28 Erect or allow to be erected any home occupation signage unless that signage is in accordance with theCity of Greater Geelong planning scheme.

29 Install or allow to be installed any air conditioners or evaporative coolers that extend above the ridge line ofthe dwelling and that are not coloured to match the roof and are not located away from direct public view.

30 Install or allow to be installed a television antenna or satellite dish that is not located away from direct publicview.

31 Install or allow to be installed a solar hot water system unless the collector panels and piping are locatedaway from direct public view.

32 Allow general service areas such as rubbish bins, storage areas and clothes lines to be positioned unlessthey are not visually obtrusive to the neighbours or the road.

33 Install or allow to be installed a letterbox unless it forms part of the integrated landscape treatment andcomplements the house, front fence (if installed) and the general streetscape.

34 Erect or allow to be erected more than one garden shed.35 Erect or allow to be erected a garden shed exceeding 20 square metres in area and having a maximum

roof height of 2.5 metres unless constructed of the same material as that of the dwelling.36 Erect or allow to be erected a garden shed that is not situated behind the rear facade of the dwelling.37 Erect or allow to be erected any storage area other than the garden shed that is not integrated into the

design of the dwelling and garage.38 Erect or allow to be erected any retaining walls exceeding 1.2 metres in height without the approval of NPP.

Fencing and Gates

39 Erect or allow to be erected a wing fence on any Lot except in conjunction with a fence erected on the frontboundary.

DWG No. 142551R09-8

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T 61 3 5249 6888Geelong Vic 3220


F 61 3 5249 6899

PO Box 4032


40 Except for a secondary boundary erect or allow to be erected a wing fence on any Lot with a height greaterthan 1.2 metres including piers and posts and with a transparency ratio of at least 40% including pierscolumns and bases or a wing fence constructed of solid masonry to a maximum height of 400 millimetres.

41 Except for a secondary boundary erect or allow to be erected a fence constructed from timber palings onany front boundary or side boundary forward of the facade of the dwelling.

42 Construct the transition between timber paling fences and wing fences of raked timber palings eitherforward of or behind the facade of the dwelling.

43 Except for secondary boundaries and the transition between timber paling fences erect or allow to beerected a fence on any side boundary behind the facade of the dwelling or rear boundary which is less than1.8 metres in height above the finished surface level of the Lot as shown on the approved engineeringdrawings and without capping and expressed posts.

44 Construct a dwelling without a gate and return fencing complementary to the materials and colours of thedwelling on at least one side of the dwelling unless service access to the rear yard is provided through thegarage.

45 On a secondary boundary construct a fence in any other material except capped timber palings with theexpressed posts and supporting rails not being visible from the road or open space reserve.

46 On a secondary boundary construct a fence closer than 6.0 metres behind the front facade of thedwelling measured from the wall nearest the front boundary of the Lot with a height other than 1.8metres above the finished surface level of the Lot as shown on the Council approved engineering drawings

Notes:

(a) These restrictions are to be read in conjunction with the Building Regulations 2006, Rescode and the Bayview onthe Bellarine Estate Design Guidelines and if inconsistencies arise these Restrictions take precedence

(b) Verandahs, porticos and entries are permitted encroachments within the front setback area.

(c) This restriction shall cease to have effect after_____________.

DWG No. 142551R09-9

Documents

BAYVIEW ON THE BELLARINE STAGE 2 BAYBROOK VIEWS...r2 intersection set-out point 52 allotment number ch20.06 road chainage tpch 116.57 tangent point road chainage existing tree to be