bayview on the bellarine stage 1 baybrook views · tangent point road chainage existing tree to be...

MELWAY REF MAP 456 E9A1 SCALE 1 : 20,000

LOCALITY PLAN

CLIFTON SPRINGS

CORIYULE ROAD

JETT

Y RD

BAYVIEWSTAGE 1

WYNDHAM STREET

FINISHED SURFACE CONTOUR MINORFINISHED SURFACE CONTOUR MAJOR

PROPOSED STORMWATER DRAIN & PIT

450Ø

EXISTING STORMWATER DRAIN & PITEx 450Ø

TEMPORARY BENCH MARK (TBM)

EXISTING PERMANENT SURVEY MARKEXISTING SIGN AND POST

LEGEND

168.90169.00

EXISTING SURFACE CONTOUR MINOR EXISTING 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 DRAINPROPOSED 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 SEWER RISING MAIN

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 1FACE PLAN.BAYBROOK VIEWSCITY OF GREATER GEELONG

MELWAY 456 E91PRELIMINARY

11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN

24 Albert Road South Melbourne Victoria 3205 Australia T 61 3 9993 7888 F 61 3 9993 7999

BAYBROOK VIEWS

BAYVIEW ON THE BELLARINESTAGE 1

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.

SERVICE LOCATION TABLE

ROAD NAMEPOTABLEWATER SEWER GAS TELSTRA ELECTRICITY OPTIC FIBRE

SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET POLE U/G CABLE SIDE OFFSETSIDE OFFSET SIDE OFFSET

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

CREEKSIDE DRIVE (FROM ENTRANCE ACCESS TO PUMPSTATION) S 2.700 - - S 2.100 S 3.700 - - S 4.000 - -

CREEKSIDE DRIVE (FROM PUMP STATION TO VISIONSTREET) W 2.100 W 1.600 W 3.100 W 3.400

CREEKSIDE DRIVE (FROM VISION STREET TO NAC) S 2.700 - - S 2.100 N 2.000 - - N 2.300 - -BAYBROOK AVENUE S 2.700 - - S 2.100 N 2.000 - - N 2.300 - -VISION STREET W 2.700 - - W 2.100 E 2.000 - - E 2.300 - -CHATSWORTH WAY W 2.700 - - E 2.100 E 2.000 - - E 2.300 - -JETTY ROAD W 1.400 E 3.800 - - E 0.700 W 3.500 - - - -

C AMENDED IN ACCORDANCE WITH COUNCIL COMMENTS G.D. 13/04/11B ISSUED TO COUNCIL/TENDER G.D. 23/02/11A ISSUED TO CLIENT G.D. 12/11/10

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

Sheet List TableREFERENCE ROAD SHEET NO.

Road & DrainageFACE PLAN . R1-1

DETAIL PLAN SHEET 1 OF 2 R2-1DETAIL PLAN SHEET 2 OF 2 R2-2

ROAD LONGITUDINAL SECTIONS CREEKSIDE DRIVE SHEET 1OF 1 R3-1ROAD LONGITUDINAL SECTIONS CREEKSIDE DRIVE SHEET 2 OF2 R3-2ROAD LONGITUDINAL SECTIONS BAYBROOK AVENUE R3-3ROAD LONGITUDINAL SECTIONS VISION STREET & CHATSWORTH WAY R3-4

ROAD CROSS SECTIONS CREEKSIDE DRIVE SHEET 1 OF 8 R4-1ROAD CROSS SECTIONS CREEKSIDE DRIVE SHEET 2 OF 8 R4-2ROAD CROSS SECTIONS CREEKSIDE DRIVE SHEET 3 OF 8 R4-3ROAD CROSS SECTIONS CREEKSIDE DRIVE SHEET 4 OF 8 R4-4ROAD CROSS SECTIONS CREEKSIDE DRIVE SHEET 5 OF 8 R4-5ROAD CROSS SECTIONS CREEKSIDE DRIVE SHEET 6 OF 8 R4-6ROAD CROSS SECTIONS CREEKSIDE DRIVE SHEET 7 OF 8 R4-7ROAD CROSS SECTIONS CREEKSIDE DRIVE SHEET 8 OF 8 R4-8ROAD CROSS SECTIONS BAYBROOK AVENUE SHEET 1 OF 3 R4-9ROAD CROSS SECTIONS BAYBROOK AVENUE SHEET 2 OF 3 R4-10ROAD CROSS SECTIONS BAYBROOK AVENUE SHEET 3 OF 3 R4-11ROAD CROSS SECTIONS VISION STREET R4-12ROAD CROSS SECTIONS CHATSWORTH WAY R4-13ROAD CROSS SECTIONS JETTY ROAD SHEET 1 OF 2 R4-14ROAD CROSS SECTIONS JETTY ROAD SHEET 2 OF 2 R4-15

INTERSECTION DETAILS BAYBROOK VIEWS AND CREEKSIDEDRIVE R5-1

INTERSECTION DETAILS BAYBROOK AVENUE AND CHATSWORTHWAY R5-2

INTERSECTION DETAILS CREEKSIDE DRIVE AND VISION STREET R5-3

INTERSECTION DETAILS JETTY ROAD AND CREEKSIDE DRIVE R5-4

INTERSECTION DETAILS BAYBROOK AVENUE AND VISION STREET R5-5

DRAINAGE LONGITUDINAL SECTIONS DRAINAGE NETORK A SHEET 1 OF 3 R6-1

DRAINAGE LONGITUDINAL SECTIONS DRAINAGE NETWORK A SHEET 2 OF 3 R6-2

DRAINAGE LONGITUDINAL SECTION DRAINAGE NETWORK A SHEET 3 OF 3 R6-3

DRAINAGE LONGITUDINAL SECTION PIT SCHEDULE R6-4

DRAINAGE LONGITUDINAL SECTION 5 YEAR DRAINAGE CALCULATIONS R6-5

STANDARD DETAILS . R7-1

LINEMARKING AND SIGNAGE PLAN SHEET 1 OF 2 R8-1

LINEMARKING AND SIGNAGE PLAN SHEET 2 OF 2 R8-2

PLAN OF SUBDIVISION SHEET 1 OF 5 R9-1

PLAN OF SUBDIVISION SHEET 2 OF 5 R9-2PLAN OF SUBDIVISION SHEET 3 OF 5 R9-3



NOTES1. All works in this contract are to be constructed in accordance with the

current City of Greater Geelong ( COGG )Standard Specifications forRoadworks and Drainage.

2. All roadworks signage is to be in accordance with Vicroads WorksiteTraffic Management Code of Practise incorporating AS 1742.3.

SITE MANAGEMENT

3. All works are to be undertaken in accordance with the approvedConstruction Management Plan.

4. All trees, shrubs etc are to be retained unless otherwise indicated.

5. During the construction and maintenance period silt fences are to beplaced downstream of all exposed areas, and silt barriers are to be placedupstream of all pits. The silt fences and silt barriers are to be checked andmaintained until the end of the maintenance period.

6. All areas of the subdivision exposed of vegetation, including naturestrips,lots and reserve are to be fully grassed by hydro seeding, watering andmaintained until the end of the maintenance period.

GENERAL

7. The contractor shall:

A. Give 48 hours notice in writing to COGG Subdivisions Engineer orrepresentative prior to the commencement of works.

B. Notify COGG Subdivisions Engineer or representative 24 hours prior toworking on any weekend.

C. Be fully aware of all site conditions prior to tendering.

D. Be responsible for locating all existing services prior to thecommencement of works and shall be responsible for any damage to theservices.

E. Be responsible for the installation of all services required for the project.

F. Ensure that all services are installed to the specified offsets and meetsminimum cover requirements. All surface fixtures, pits, valves, fireplugs,etc. shall be installed a minimum of 5m from any side boundary and shallmatch the required finished surface level. This applies to all servicesrequired for the project irrespective if they are installed by the Contractoror otherwise.

G. Comply with the requirements of the Mines Act 1958 and relevantregulations including notification in writing (clause 385) to the ChiefMining Inspector of the intention to commence excavation operationswhere any trench is 1.5m or more in depth.

H. Give 24 hours notice to COGG Subdivisions Engineer or representativeprior to backfilling of any pipe trenches or laying of any pavement orconcrete works so that the works can be checked and approved.

I. Comply with the Occupational Health and Safety (Confined Spaces)Regulations and Code of Practice for Confined Spaces.

J. Be responsible for the compaction testing of the pavement material by anapproved Geotechnical Consultant as and when

directed by COGG Subdivisions Engineer or representative.

8. Any works within roadways shall satisfy Council's "Requirements forOccupancy of Road Reserve". Contact COGG Traffic Management Officeron telephone (03) 52270384 for further specific details relating to thisproject. A copy of the Traffic Management Plan is to be forwarded to theCOGG Subdivisions Engineer or representative prior to workscommencing.

45. In road reserve existing open drains are to be cleaned out to an approvedbase and any spoil is to be removed from the site. Structural fill (Class 4Crushed Rock minimum) is to be placed in not more than 150mm layersand compacted to a minimum of 98% standard compaction. Compactiontests are to be provided to the satisfaction of COGG Subdivisions Engineeror representative.

46. Retaining walls are to be constructed within the allotment boundary andare not to encroach into the road reserve.

47. All existing surface levels shown on the engineering drawings have beeninterpolated from digital terrain model. These levels have been used as abasis for all engineering design and determination of quantities and areaccurate to within ±0.05m

ENVIRONMENTAL CONTROL MEASURES

48 .No native vegetation shall be destroyed, felled, lopped ringbarked oruprooted without the consent of the responsible authority.

49. All native trees are to be protected with appropriate exclusion fencing prior to commencement of any works.

50. Permission in writing is required from the Superintendent prior to the removal of any tree even if marked for removal on Plans.

51 Prior to removal, trees are to be marked by contractor and approved by Council or Superintendent.

52. Contractor to provide adequate protection against silt runoff from the site as part of their Environmental Management Plan (EMP).

9. All reasonable care shall be taken by the contractor to preserve the survey pegsand all benchmarks are to be checked prior to commencement of works and anydiscrepancies are to be reported immediately.

10. All dimensions are in metres and levels are to Australian Height Datum (A.H.D.)

ROADWORKS11. Subsoil drains are to be constructed behind the kerb and channel or as directed

by the COGG Subdivisions Engineer or representative.

12. Where drainage lines exist behind the kerb and channel subsoil drainage is notrequired however a 1m length of subsoil drain including filter sock is requiredboth sides of drainage pits.

13. All footpaths are to be a minimum of 125mm thick with SL62 reinforcement andbedded on a minimum of 75mm compacted Class 3 FCR with the bedding toextend 100mm beyond the edges of the proposed footpath prior to theplacement of the timbers and boards. Contraction joints are to be constructed at12.5m intervals in accordance with COGG standard drawings.

14. Where filling is required under the footpath bedding material then Class 4 FCRis to be used unless otherwise approved by the COGG Subdivisions Engineer.

15. Concrete for kerb and channel used in extrusion machines shall have aminimum cement content of 280 kg/m3.

16. Concrete for stormwater pits is to have a minimum strength of 32 Mpa at 28days.

17. Concrete for all other applications is to have a minimum strength of 25 Mpa at28 days.

18. To allow for a continuous concrete kerb and channel pour the stormwater pitconcrete surround is to be in place prior to the pour commencing. If the pitsurrounds are not in place then the initial kerb and channel pour is to stop onemetre either side of every pit.

19. Prior to any filling on lots all topsoil is to be removed and stockpiled. The fillmust be approved and consolidated in 150mm compacted layers to a drydensity of 95% standard compaction in accordance with AS1289. The topsoil isthen to be uniformaliy replaced to a compacted depth of 100mm. Compactiontesting will be required at the discretion of the COGG Subdivisions Engineer orrepresentative.

20. Allotments shall be graded to an even surface at the completion of all works andshall have a minimum grade of 1 in 100 to their nominated drainage connectionpoints. All surplus spoil, boxthorn, fencing, construction waste and other rubbishshall be removed from site at the completion of works.

21. Batter slopes on lots shall be a maximum of 1 in 5 for fill and 1 in 3 for cutunless otherwise shown.

22. Rounded-topped treated pine bollards (0.6m high) are to be placed across thereserve frontage at 1.5m centres. A demountable section for vehicle accessconsisting of an appropriate length of 50mm diameter (2.3mm wall thickness)galvanised water pipe, short section of chain (3 links) welded to each end. Twogalvanised steel bollards-one each side of the entry, with one end of the pipe railpermanently welded to one of the bollards and the other to have a D20 padlock,which locks in to a link, which has been welded on to the bollard.

23. Street signs are to be located as indicated on the plans and installed inaccordance with Vicroads Traffic Engineering Manual Volume 2. Mountingheight is to be to the underside of the sign and is to be a minimum of 2.1m andmaximum of 3.0m.

24. 'No Through Road' sign is to be installed below the street sign where applicable.

25. All reinforcement used in concrete works for footpath driveways and roads is tobe adequately supported by appropriate sized bar chairs prior to thepouring/placement of concrete.

26. At the termination of staged pavement construction, a concrete edge strip200mm x 200mm and subsoil drain is to be installed across the width of thepavement and a 'No Through Road' and chevron marker signs are to beinstalled across the full width of the road reserve. Appropriate retaining wallsand fencing is to be provided as directed by COGG Subdivisions Engineer orrepresentative.

27. Where line marking needs to be removed, these lines are to be permanently removed either by grinding the old lines off or by placing aseal and grit treatment (using the 'Flocon' system) over the unwanted lines.

28. Plan of Subdivision lot numbers shall be stencilled in 50mm high figureswith white paint on the face of the kerb and channel.

DRAINAGE

29. Pipe drainage within roadways to be Reinforced Concrete Pipes -Class 2unless otherwise shown

30. All reinforced concrete pipes are to be rubber ring jointed

31. Pipes in easements are to be rubber ring jointed or UPVC sewer classpipes with solvent cement joints.

32. All drainage pits in Council road reserves, drainage reserves andrecreation reserves are to have lids that are, at least Class C (MediumDuty) in accordance with Australian Standard AS 3996.

33. All pits are to be set out from survey co-ordinates using set out pointsdetailed in the COGG Standard Drawings.

34. All pipes under roads, footpaths, driveways and behind back of kerb shallbe backfilled with 20mm nom size class 3 fine crushed rock (wetmix)compacted to 95% modified compaction in 150mm maximum layers.

35. Pipework at all pits to be well aligned to ensure flow is guided directly tooutlet pipe.

36. All pipelines deeper than 1.5m and all curved pipelines are to be inspectedvia remote camera at the end of the maintenance period at the contractors'expense and under the supervision of COGG Subdivisions Engineer orrepresentative.

37. Property inlet pits to be located 1m from the low corner unless otherwiseshown.

38. House drains are to be 100mm diameter Class 6 PVC socketed pipeslocated 6.0m from the low corner of the lot unless otherwise shown andshall be connected directly to underground drains where available.

39. House drains are to be a minimum of 0.5m below finished surface at thelot boundary unless otherwise shown.

40. Easement drain connection to be a minimum of 0.5m below finishedsurface unless otherwise shown.

41. When using 150mm diameter UPVC pipes all house drains are to beconnected using standard T-piece fittings.

42. When using 225mm diameter or larger UPVC pipes, house drains are tobe connected in a similar way to concrete pipes subject to the inlet beingcore drilled.

43. Water and Gas service conduits shall be located clear of all drivewaycrossings and shall extend from the point of supply to at least 500mminside the lot to be serviced and left exposed until inspected by COGGSubdivisions Engineer.

Water conduits are to be located at least 5m from side boundary. Gas conduits are to be located 2m from "non-driveway" side boundary of

lot to be serviced. Conduit trenches are to be backfilled with Class 3 FCR.Water and Gas conduits are to be laided in separate trenches. Theminimum clearance between gas and water conduits to be 700mm

44. The location of house drains (H) and service conduits (W, G, T, and E) areto be neatly etched on the kerb face with 50mm high letters.

DOMAIN CLOSE

HYD

E WAY

LUM

FOR

D STR

EET

100

101

102

103104105106107108109110111112

121 122 123125124

127129128

126130

131

132

133134135136137138139140

CREEKSIDE

BAYBROOK AVENUE

CREEKSIDE DRIVE

JETT

Y RO

AD

B2

B2

B2

B2

B2

B2

B2B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

SM1

SM1SM1

SM1

11.95R

11.95R

38.05R

9.45R

34.70R

40.07R

40.00R

38.45R

18.55R

18.55R

31.45R

46.60R

9.45R

9.45R

3.45R

9.45R

41.30R

BAYBROOK

PUMP STATIONBARWON WATER

EX. B

ITUM

EN E

DGE

T41.788

T41.236

T41.413

T43.0

00

T43.1

39

T42.8

24

T42.5

06

T42.1

21

T42.0

61

T41.9

56

T41.8

92

T41.7

79 T41.7

50

T41.754

T41.790

T41.778

T41.967

T42.2

20

T42.3

17

T42.4

03

T42.4

42

T42.7

13

T42.9

72T43.0

43

T42.7

66

T42.106

T42.0

81

T41.9

99

T41.9

16

T41.8

27

T41.7

57

T41.6

88

T41.6

05

T41.5

49

T41.4

09

T41.236

T41.540

T41.621

41.45R

B2

A37

A38

A40

A44 TPCH

36.090Ch39.605

Ch47

.770

Ch53.352

TPCH

59.45

1

Ch68.365

Ch78

.793

Ch82

.365

Ch92

.793

Ch98

.365

Ch10

6.793

Ch11

2.365

Ch12

0.793

Ch13

0.365

Ch13

6.793

Ch14

4.365

Ch15

0.793

Ch16

0.365

Ch16

6.793

Ch17

4.365

Ch18

2.793

Ch40.706

TPCH

62.64

5

Ch98.008

TPCH

111.096Ch115.491

TPCH

117.808

TPCH

122.507

TPCH

148.620

TPCH162.056Ch170.264

TPCH183.803

TPCH

192.362

Ch186.306

TPCH

210.20

3

TPCH

220.8

65

Ch247.197Ch26

3.197

Ch27

7.197

Ch29

1.197

Ch30

7.197

Ch32

1.197

Ch33

7.197

Ch35

3.197

367.5

02

TPCH

137.942

TPCH

10.93TPCH

12.49

TPCH159.59

TPCH

364.4

4

1 IN 1

46

1 IN 13

9

1 IN 14

9

1 IN 1

16

1 IN 85

1 IN

75

1 IN

65

1 IN 5

4

1 IN 8

3

1 IN 114

1 IN 97

1 IN 6

81 IN

98

1 IN

105

1 IN

981 IN 5

5

1 IN

381 IN 3

6

1 IN 10

4

1 IN 5

2

1 IN 60

1 IN

89

1 IN 9

1

1 IN 14

3

1 IN 150

PIT CH90.44

PIT CH137.33

PIT CH160.13

PIT CH202.89

PIT

CH24

6.93

PIT

CH29

0.03

PIT CH11.52

PIT

CH89

.17

41.692(Star Picket)

285461.5995772488.228

TPCH118.04

TPCH85.940

LIMIT OFROAD WORKS

LIMIT OFROAD WORKS

SM1

SM1

SM1

QUARTZ/GRANITE BANDS EASTINGS NORTHINGS285624.710 5772469.43285618.499 5772467.971285612.545 5772468.717285606.593 5772469.469285600.641 5772470.230285594.693 5772471.015285588.736 5772471.737285582.783 5772472.484285576.831 5772473.238285570.878 5772473992

41.95

4

EX42

.033

EX43

.210

EX41

.977

EX41

.790

EX41.301

EX42.183

EX41.395

EX42

.235

EX42

.219

EX42

.765

EX40.940

EX41.439

EX40.644

EX41.082

EX42

.232

EX41

.581

EX41.912 EX41.698

EX42.023

EX41.502

EX43

.588

EX44

.082

EX41

.746

41.96

4EX

41.70

8

EX41

.756

EX41

.783

42.23

4

42.29

2

EX42

.127

EX41

.965

42.41

9

42.54

5

EX42

.680

EX43

.447

42.73

4

EX43

.551

EX41

.703

EX42

.285EX

41.90

4

EX42

.107

EX41

.879

EX41

.982

EX42

.208

EX42

.821

EX41

.928

EX43

.242

EX42

.331

EX41.367

EX41.348

EX42

.441

EX41.079

EX40.958

EX41.448EX41.

555

EX42.320

EX42

.306

EX42

.287

EX42

.068

EX42

.058

EX42

.023

EX42

.065

EX42

.126

FS41

.554

FS42

.889

FS41

.708

FS41.696

FS42.064

FS41.748

FS40

.953

FS41

.665

FS42

.750

FS41.247

FS41.615

FS41.343

FS41.760

FS41

.960

FS41

.906

FS42.035

FS42

.847

FS41

.777

FS41

.853

FS41

.924

FS42

.006

FS42

.136

FS42

.479

FS42

.755

FS42

.890

FS41

.040

FS41

.978

FS41

.137

FS42

.070

FS41

.234

FS42

.272

FS41

.345

FS42

.624

FS41

.443

FS42

.833

FS42.050

FS41.582

FS41

.748

FS41.567

FS41.506

FS41.594

FS42

.441

FS41.380

FS41.570

FS41.138

FS41.086

FS41.891

FS42

.070

FS42

.087

FS42

.050

1 IN 29

1 IN 71

1 IN 5

6

1 IN 1

40

1 IN 9

4

FS42

.000

1 IN

146

FS42

.000

1 IN

142

1 IN 139

FUTUREADJACENT DEVELOPMENT

SAWCUT EXISTING ROAD300mm FROM EDGE OF SEAL

ENTRANCE TREATMENT TO BE ASPHALT FINISH WITH GRANITE/QUARTZ BANDS

SEE DRAWING NO.142550R5-5 FOR DETAILS

PROVIDE 3.30M WIDE LEFT TURN LANE

PROVIDE 2M WIDENING TO ALLOW FOR3M WIDE UNDERTAKING LANE

PIPE EXISTING OPEN DRAINUNDER NEW WIDEN SECTION

RESET SEWER MANHOLE LEVEL TONEW FINISHED FOOTPATH SURFACE

REMOVE EXISTING SAFETY BARRIERAND RELOCATE TO NEW POSITION

AS PER VICROADS STANDARDS

CONNECT INTO NEW DRAINAGE PROVIDEDBY OTHERS. DRAINAGE DATA TO BE OBTAINEDFROM COUNCIL.

REMOVE EXISTING GATE,FENCE AND CATTLE GRID

REMOVE EXISTING ENDWALLAND DISPOSE OF SITE

EXTEND PIPE TO ENABLE CLEARANCEFROM NEW WIDEN PAVEMENT AND PROVIDEAND INSTALL NEW 300Ø DRIVEABLE ENDWALL

LOWER EXISTING DRAINAGE LIDS D2, D3 & D4 TO NEW

FINISHED SURFACE LEVEL

PROPOSED NEW 300Ø WATERMAINTO BE CONSTRUCTED BY OTHERS

PROPOSED DRAINAGE TO BECONSTRUCTED BY OTHERS

EXTEND PIPE TO ENABLE CLEARANCEFROM NEW WIDEN PAVEMENT AND PROVIDEAND INSTALL NEW 300Ø DRIVEABLE ENDWALL

CONSTRUCT 1.5M WIDE CONCRETEFOOTPATH FROM BARWON WATER

ENTRANCE TO BAYVIEW ENTRANCE

PROVIDE 2.5M WIDE CONCRETE FOOTPATHFROM CULVERT STRUCTURE NORTHWARDS

TO CH.230.00

TAPER FOOTPATH FROM 1.5M TO 2.5M

PROVIDE 1.5M FOOTPATH FROM BAYVIEW ENTRANCE TO CULVERT STRUCTURE.

EXISTING SPILLWAY ROCKS TO BE REMOVEDAND 1.2M SAFETY FENCE TO BE PROVIDED

ALONG FRONTAGE OF CULVERT

EXISTING POWERPOLE TO REMAIN

RELOCATE EXISTING SIGN TOBACK OF NEW KERB LINE

CONTRACTOR TO LAISE WITH BARWON WATER.SEWER AIR VALVE TO BE RELOCATED WITHIN THEVERGE BEHIND THE NEW ROAD WIDENING

REMOVE EXISTING ENDWALLAND DISPOSE OF SITE

EXISTING POWERPOLE TO REMAIN

EXISTING WATER METER TO BERELOCATED TO NEW WATER MAINS

B2B2

B1

B1

B1

B2B2

B2

B2

B1

PROPOSED DRAINAGE ON JETTY ROADTO BE CONSTRUCTED BY OTHERS


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 1DETAIL PLANSHEET 1 OF 2BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


DOMAIN CLOSE

WALTH

AM STR

EET

100

101

102

103104105106107108109110111112113114

115116

117119 120

121 122 123125124

127129128

126130

131

132

133134135136137138139140

142

118

141

CREEKSIDE

VISI

ON S

TREE

T

CHAT

SWOR

TH W

AY

BAYBROOK AVENUE

CREEKSIDE DRIVE

B2

B2 B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

SM1

SM1

LIMIT OFROAD W

ORKS

LIMIT OFROAD W

ORKS

9.45R 9.45R

11.95R

11.95R

38.05R

9.45R

34.70R

9.45R9.45R

40.07R

40.00R

38.45R

18.55R

18.55R

31.45R

46.60R

9.45R9.45R

41.30R

9.45R

BAYBROOK

FUTURERETARDING BASIN

FUTUREOPEN SPACE

FUTURE MEDIUMDENSITY SITE

LIMIT OFROAD WORKS

T42.8

29

T42.408

T41.788

T41.236

T41.413

T42.6

59

T42.6

77

T42.8

84

T43.0

00

T43.1

39

T42.8

24

T42.5

06

T42.1

21

T42.0

61

T41.9

56

T41.8

92

T41.7

79 T41.7

50

T41.754

T41.790

T41.778

T41.967

T42.2

20

T42.3

17

T42.4

03

T42.4

42

T42.7

13

T42.9

72T43.0

43

T42.7

66T42.4

45

T42.227

T42.106

T42.0

81

T41.9

99

T41.9

16

T41.8

27

T41.7

57

T41.6

88

T41.6

05

T41.5

49

T41.4

09

T41.236

T41.540

T41.621

T42.277

T42.4

54

T42.4

86

T42.5

95T42.8

89T43.3

29

T43.5

98

T42.483T43.0

11

T43.2

28

T42.9

80

T42.7

98

T42.9

44

T42.6

94

41.45R

B2

A14

A24

A27

A30

A37

A38

A40

A44 TPCH

36.090Ch39.605

Ch47

.770

Ch53.352

TPCH

59.45

1

Ch68.365

Ch78

.793

Ch82

.365

Ch92

.793

Ch98

.365

Ch10

6.793

Ch11

2.365

Ch12

0.793

Ch13

0.365

Ch13

6.793

Ch14

4.365

Ch15

0.793

Ch16

0.365

Ch16

6.793

Ch17

4.365

Ch18

2.793

Ch19

2.365

Ch20

8.365

Ch23

0.793

Ch24

6.793

Ch25

6.365

Ch26

3.838

Ch27

2.365

Ch27

7.838

TPCH40.000

Ch24.706

Ch40.706

Ch40.706

Ch98.008

TPCH

111.096Ch115.491

TPCH

117.808

TPCH

122.507

TPCH

148.620

TPCH162.056Ch170.264

TPCH183.803

TPCH

192.362

Ch186.306

TPCH

210.20

3

TPCH

220.8

65

Ch247.197Ch26

3.197

Ch27

7.197

Ch29

1.197

Ch30

7.197

Ch32

1.197

Ch33

7.197

Ch35

3.197

TPCH

367.5

02TPCH

389.7

94

Ch41

7.232

TPCH

137.942

TPCH

10.93TPCH

12.49

TPCH159.59

TPCH

219.6

1TPCH

245.1

1

TPCH

219.5

4

TPCH

194.0

4

TPCH12.75

TPCH67.96

TPCH12.21

TPCH13.46

TPCH

364.4

4TPCH

389.9

7

T42.8

31

1 IN 1

46

1 IN 13

9

1 IN 14

9

1 IN 1

16

1 IN 85

1 IN

75

1 IN

65

1 IN 5

4

1 IN 8

3

1 IN 114

1 IN 97

1 IN 6

81 IN

98

1 IN

105

1 IN

981 IN 5

5

1 IN

381 IN 3

6

1 IN 10

4

1 IN 5

2

1 IN 60

1 IN

89

1 IN 9

1

1 IN 1

131 IN 8

61 IN 661 I

N 11

0

1 IN 96

1 IN 95

1 IN 1

26

1 IN

112

1 IN 14

3

1 IN 150

PIT CH90.44

PIT CH137.33

PIT CH160.13

PIT CH202.89

PIT

CH24

6.93

PIT

CH29

0.03

PIT CH11.52

PIT

CH89

.17

PIT

CH19

3.44

PIT

CH21

9.01

PIT

CH24

5.71

PIT CH13.35

PIT CH67.36

PIT CH41.71

PIT CH12.81

42.672(Star Picket)

285276.1295772516.268

41.692(Star Picket)

285461.5995772488.228

41.876(Star Picket)

285383.3335772580.282

41.95

4

EX42

.033

EX43

.210

EX43

.226

EX43

.186

EX41

.977

EX41

.790

EX41.301

EX42.183

EX41.395

EX42

.235

EX42

.879

EX42

.219

EX42

.765

EX42

.475

EX42

.626

EX40.940

EX41.439

EX40.644

EX41.082

EX42

.232

EX41

.581

EX41.912 EX41.698

EX42.023

EX41.502

EX42.950

EX42.254

EX43

.572

EX43

.588

EX44

.082

EX42

.983

EX43

.060

EX43

.177

43.23

8

EX41

.746

41.96

4EX

41.70

8

EX41

.756

EX41

.783

42.23

4

42.29

2

EX42

.127

EX41

.965

42.41

9

42.54

5

EX42

.680

EX43

.447

42.73

4

EX43

.551

EX42

.594

EX41

.703

EX43

.046

EX43

.025

EX43

.746

EX42

.285EX

41.90

4

EX42

.107

EX41

.879

EX41

.982

EX42

.208

EX42

.821

EX41

.928

EX43

.242

EX42

.564

EX42

.456

EX42

.331

EX42

.802

EX42.341

EX42

.456

EX42

.493

EX42

.456

EX42.474EX

42.93

3EX

42.75

1

EX42

.826

EX42

.579

EX41.367

EX41.348

EX42

.441

EX42

.430

EX42

.484

EX41.079

EX40.958

EX41.448EX41.

555

EX42.320

EX43

.404

EX42

.809

EX43

.012

EX42

.306

EX42

.287

EX42

.068

EX42

.058

EX42

.023

EX42

.065

EX42

.126

FS41

.554

FS42

.889

FS42

.960

FS41

.708

FS41.696

FS42.064

FS41.748

FS40

.953

FS42

.679

FS41

.665

FS42

.750FS

42.42

0

FS41.247

FS41.615

FS41.343

FS41.760

FS41

.960

FS41

.906

FS42.035

FS42.846

FS42.064

FS42

.847

FS42

.837

FS43

.100

FS41

.777

FS41

.853

FS41

.924

FS42

.006

FS42

.136

FS42

.479

FS42

.755

FS42

.890FS

42.38

5

FS42

.609

FS41

.040

FS41

.978

FS41

.137

FS42

.070

FS41

.234

FS42

.272

FS41

.345

FS42

.624

FS41

.443

FS42

.833

FS42.050

FS41.582

FS41

.748

FS41.969FS

42.47

9

FS43

.190

FS42

.338

FS42

.203

FS41.896

FS42

.800

FS42

.564FS

42.59

4

FS42

.800

FS42

.542 FS

42.32

5

FS41.567

FS41.506

FS41.594

FS42

.441

FS42

.232

FS42

.585

FS41.380

FS41.570

FS41.138

FS41.086

FS41.891

FS42

.070

FS42

.087

FS42

.050

1 IN 113

1 IN 30 1 IN 29

1 IN 71

1 IN 5

6

1 IN 1

40

1 IN 9

4

FS42

.000

1 IN

146

FS42

.000

1 IN

142

1 IN 139



PROVIDE 525Ø STUBAND END CAP FORFUTURE EXTENSION



CONSTRUCT TEMPORARY TURNAROUND200mm THICK CLASS 3 FCR 9.0m MINIMUM

RADIUS & SUPPLY AND INSTALL ROADCLOSED & HAZARD SIGN

SUPPLY AND INSTALL CONCRETEEDGE STRIP AS SPECIFIED INCLUDINGAG DRAIN & SUPPLY & INSTALL ROADCLOSED & HAZARD SIGN

CONSTRUCT CUTOFF DRAIN ALONGBACK OF LOTS THE CUTOFF DRAIN ISNOT TO ENCROACH INTO STAGE 1ALLOTMENTS

SUPPLY AND INSTALL CONCRETEEDGE STRIP AS SPECIFIED

INCLUDING AG DRAIN

CONSTRUCT TEMPORARY TURNAROUND200mm THICK CLASS 3 FCR 9.0m MINIMUM

RADIUS & SUPPLY AND INSTALL ROADCLOSED & HAZARD SIGN

ENTRANCE TREATMENT TO BE ASPHALT FINISH WITH GRANITE/QUARTZ BANDS

SEE DRAWING NO.142550R5-5 FOR DETAILS

DRAINAGE SECTION A2-A1TO BE CONSTRUCTED ASPARK OF THE RETARDINGBASIN WORKS

LOWER EXISTING DRAINAGE LIDS D2, D3 & D4 TO NEW


I/O

EXISTING SOLAR PANELAND EQUIPMENTTOBE REMOVED BY OTHERS

STORMWATER TO DRAIN TO CREEK VIATEMPORARY DIVERSION UNTIL RETARDINGBASIN IS CONSTRUCTED

REFER TO DRAWING 142550R7-1 FOROUTFALL TO GRIGGS CREEK

PROVIDE 1.5M FOOTPATH FROM BAYVIEW

B2B2

B1

B1

B1

B2B2

B2

B2

B1

CONSTRUCT OPEN DRAIN FROM PIT A2.OPEN DRAIN TO GRADE @ 1 IN 200ALONG EXISTING SURFACE TO PIT B2

PROVIDE GEOFABRIC SILT FENCINGALONG CATCH DRAIN AS PER DRAWING142550 R7-1


ABN 55 050 029 635

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


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



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

-0.00

80.0

00

10.00

0

15.35

840

.631

16.03

140

.605

20.00

040

.490

21.03

140

.494

26.03

140

.512

28.33

140

.516

30.00

040

.527

31.03

140

.531

36.03

140

.549

40.00

040

.571

46.03

140

.612

50.00

040

.639

60.00

040

.768

62.63

640

.805

62.64

540

.800

62.71

040

.800

63.49

040

.809

70.00

040

.875

73.73

040

.890

80.00

040

.885

87.53

640

.931

90.00

040

.937

90.03

640

.937

90.44

040

.938

95.03

640

.937

98.00

840

.931

99.89

040

.916

100.0

0040

.916

100.0

3640

.915

102.5

3640

.895

105.0

3640

.869

106.6

5640

.846

110.0

0040

.798

110.0

3640

.797

111.0

8840

.789

111.0

9640

.788

113.4

4040

.766

115.0

3640

.751

115.4

9040

.746

117.5

3640

.742

117.8

0040

.742

117.8

0840

.742

120.0

0040

.753

122.4

9940

.781

122.5

0240

.781

125.3

9040

.809

126.8

6040

.823

130.0

0040

.853

137.3

3040

.913

137.9

4240

.916

140.0

0040

.916

148.6

1240

.818

148.6

2040

.818

150.0

0040

.798

159.5

9040

.644

160.0

0040

.636

160.1

3040

.634

162.0

5640

.598

162.0

6440

.604

170.0

0040

.409

170.2

6440

.404

180.0

0040

.501

183.7

9540

.589

183.8

0340

.589

186.3

0640

.675

190.0

0040

.788

192.3

5440

.836

192.3

6240

.836

200.0

0041

.017

202.8

9041

.086

210.0

0041

.260

210.1

9441

.265

210.2

0341

.264

220.0

0041

.399

220.8

5641

.403

220.8

6541

.403

230.0

0041

.440

270.0

0042

.234

277.1

9742

.144

280.0

0042

.103

290.0

0041

.954

290.0

3041

.953

291.1

9741

.941

300.0

0041

.919

307.1

9741

.901

310.0

0041

.909

320.0

0041

.925

321.1

9741

.929

329.9

9242

.062

CHAINAGE (m)

EXISTING EAST/NORTHBUILDING LINE

CREEKSIDE DRIVE

239.3

1141

.684

240.0

0041

.716

244.3

1141

.915

246.9

3042

.036

247.1

9742

.048

249.3

1142

.146

250.0

0042

.178

254.3

1142

.216

259.3

1142

.221

260.0

0042

.221

263.1

9742

.224

TP LP

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1ROAD LONGITUDINAL SECTIONSCREEKSIDE DRIVE SHEET 1OF 1BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



CREEKSIDE DRIVE

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1ROAD LONGITUDINAL SECTIONSCREEKSIDE DRIVE SHEET 2 OF2BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



0.000

2.273

10.00

040

.986

41.35

810

.930

41.02

141

.365

12.49

041

.078

41.40

0

20.00

041

.150

41.58

2

30.00

041

.244

41.73

0

36.09

041

.312

41.77

0

39.60

541

.343

41.78

940

.000

41.34

641

.790

47.77

041

.393

41.78

150

.000

41.40

141

.769

53.35

241

.411

41.74

5

59.45

141

.418

41.69

060

.000

41.41

741

.686

68.36

541

.458

41.70

970

.000

41.46

741

.715

78.79

341

.581

41.75

480

.000

41.75

582

.365

41.75

6

89.17

041

.763

90.00

041

.765

92.79

341

.771

98.36

541

.783

98.54

041

.783

100.0

0041

.794

103.5

4041

.843

106.7

9341

.888

108.5

4041

.912

110.0

0041

.932

112.3

6541

.965

113.5

4041

.970

118.5

4041

.979

120.0

0041

.982

120.7

9342

.287

123.5

4012

8.540

130.0

0013

0.365

132.5

7213

3.306

136.7

9313

8.306

140.0

0014

3.306

144.3

6514

8.306

150.0

0015

0.793

151.1

7015

3.306

157.5

7215

8.306

160.0

0016

0.365

163.3

0616

3.382

166.7

9316

8.306

169.3

3017

0.000

173.3

0617

4.365

178.3

0618

0.000

42.87

018

2.572

42.77

318

2.793

42.76

518

3.306

42.74

618

8.306

42.55

919

0.000

42.51

319

2.365

42.50

119

3.306

42.49

619

3.440

42.49

519

4.040

42.49

219

8.724

42.43

120

0.000

203.7

2442

.645

203.8

9642

.642

208.3

6542

.594

208.7

2442

.593

210.0

0042

.588

213.7

2442

.574

218.0

7242

.494

42.55

821

8.724

42.49

842

.556

218.8

9642

.498

42.55

521

9.010

42.49

942

.555

219.5

4042

.502

42.55

321

9.610

42.50

242

.552

220.0

0042

.504

42.55

122

0.140

42.55

023

0.000

230.7

9323

3.896

240.0

0024

5.110

42.82

224

5.710

42.82

924

6.793

42.84

225

0.000

42.88

625

6.365

42.98

326

0.000

263.8

3827

0.000

272.3

6527

7.838

280.0

0029

0.000

300.0

0043

.728

43.54

431

0.000

43.88

943

.715

320.0

0044

.054

43.91

8

329.1

3944

.221

44.10

833

0.000

44.23

744

.125

CHAINAGE (m)

BUILDING LINE

BUILDING LINE

BAYBROOK AVENUE

EXISTING NORTH

EXISTING SOUTH

41.61

441

.635

41.68

541

.689

41.70

3

41.72

941

.730

41.73

741

.811

41.87

941

.916

41.94

942

.015

42.04

842

.152

42.18

842

.208

42.28

542

.507

42.57

242

.588

42.68

642

.718

42.82

142

.866

42.91

242

.991

43.03

243

.187

43.23

043

.242

43.24

743

.279

43.30

043

.309

43.33

043

.334

43.29

543

.294

43.21

043

.168

43.14

343

.127

43.04

743

.021

42.92

6

42.50

642

.617

42.62

642

.670

42.76

142

.844

42.85

442

.872

42.92

443

.031

43.10

643

.186

43.31

443

.341

43.40

4

43.57

943

.728

41.98

642

.027

42.10

042

.121

42.12

742

.172

42.19

942

.347

42.41

442

.488

42.63

442

.680

42.85

442

.938

42.98

343

.004

43.12

343

.361

43.40

243

.524

43.55

143

.612

43.61

343

.667

43.65

143

.640

43.63

443

.599

43.58

843

.517

43.45

343

.358

43.34

943

.332

43.16

243

.105

43.02

542

.993

42.98

842

.968

42.80

742

.749

43.03

543

.079

43.15

043

.177

43.24

8

43.40

043

.544

TP TP TP TP

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1ROAD LONGITUDINAL SECTIONSBAYBROOK AVENUEBAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



VISION STREET

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1ROAD LONGITUDINAL SECTIONSVISION STREET & CHATSWORTH WAYBAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



1 in 50 1 in 30

DESI

GN C

L

CH 15.358 TP

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

-13.9

4540

.936

40.93

6-1

3.406

40.93

541

.026

-12.9

0640

.950

41.04

2

-10.4

0640

.886

40.99

2

-7.45

140

.810

40.74

9-7

.151

40.79

240

.789

-1.85

040

.659

40.96

5-1

.660

40.65

9-1

.550

40.65

7

0.000

40.62

6

1.550

40.62

7

1.660

40.62

741

.090

1.850

40.62

740

.965

7.151

40.62

940

.789

7.451

40.63

0

9.101

40.63

040

.949

9.601

40.63

140

.932

11.40

540

.632

40.63

2

OFFSET

EXISTINGSURFACE LEVEL

DESIGNSURFACE LEVEL

DATUM 40

CREEKSIDE DRIVE

7.601

40.63

040

.899

40.74

9

-7.60

140

.810

40.89

9

41.09

0

41.11

5

41.09

041

.090


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1ROAD CROSS SECTIONSCREEKSIDE DRIVE SHEET 1 OF 8BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



DESI

GN C

L

CH 60.000

1 in 30 1 in 30 1 in 301 in 6

-14.6

2841

.695

41.69

5

-12.8

9141

.665

-10.3

9141

.525

-7.60

141

.351

41.07

5-7

.151

41.33

640

.965

-1.85

141

.149

41.14

141

.148

41.26

641

.144

41.26

6

0.000

41.08

441

.291

41.02

441

.266

41.02

041

.266

1.859

41.01

841

.141

7.159

40.83

340

.965

7.609

40.81

841

.075

9.109

40.76

841

.125

9.609

40.75

141

.108

12.30

940

.658

40.65

8

OFFSET


DESIGNSURFACE LEVEL

DATUM 39

CREEKSIDE DRIVE

-1.66

0-1

.550

1.550

1.660

1 in 10

41.40

5

41.35

5


ABN 55 050 029 635



11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



DESI

GN C

L

CH 115.491

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

1 in 6

-10.9

6541

.625

41.79

0

-9.18

841

.529

41.60

9-8

.688

41.50

241

.592

-7.18

841

.421

41.56

2

-3.80

341

.237

41.45

0-3

.353

41.21

041

.340

0.000

41.00

441

.451

3.616

40.80

941

.331

4.066

40.79

141

.441

5.308

40.74

641

.482

5.808

40.73

341

.466

11.03

440

.595

40.59

5

OFFSET


DESIGNSURFACE LEVEL

DATUM 39

CREEKSIDE DRIVE


ABN 55 050 029 635



11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



DESI

GN C

L

CH 162.064 TP

1 in 6 1 in 50 1 in 301 in 30 1 in 30 1 in 30

1 in 6

-11.0

8840

.872

41.62

1

-9.75

040

.857

41.39

8-9

.250

40.85

141

.381

-7.75

040

.834

41.35

1

-3.75

040

.769

41.21

8-3

.300

40.76

041

.108

0.000

40.69

441

.218

3.300

40.62

741

.108

3.750

40.61

841

.218

4.750

40.59

841

.251

5.250

40.58

841

.234

9.667

40.49

840

.498

OFFSET


DESIGNSURFACE LEVEL

DATUM 39

CREEKSIDE DRIVE

FILL TO BE COMPACTED UNDERLEVEL 1 CONDITIONS AND SUPERVISION


ABN 55 050 029 635



11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



DESI

GN C

L

CH 210.194

1 in 50 1 in 301 in 30 1 in 30 1 in 30 1 in 6

-10.2

3641

.446

41.23

7-9

.750

41.44

441

.156

-9.25

041

.443

41.14

0

-7.75

041

.439

41.11

0

-3.75

041

.428

40.97

6-3

.300

41.42

740

.866

0.000

41.40

440

.976

3.300

41.31

640

.866

3.750

41.30

040

.976

4.750

41.26

541

.010

5.250

41.24

741

.026

6.346

41.20

941

.209

OFFSET


DESIGNSURFACE LEVEL

DATUM 40

CREEKSIDE DRIVE


ABN 55 050 029 635



11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



DESI

GN C

L

CH 263.197

1 in 61 in 50 1 in 30

1 in 30 1 in 30 1 in 30

1 in 6

-12.6

0442

.274

41.53

2

-9.75

042

.283

41.05

6-9

.250

42.28

541

.040

-7.75

042

.290

41.01

0

-3.75

042

.286

40.87

6-3

.300

42.28

140

.766

0.000

42.24

740

.876

3.300

42.21

340

.766

3.750

42.21

640

.876

4.750

42.22

440

.910

5.250

42.22

940

.926

13.59

242

.317

42.31

7

OFFSET


DESIGNSURFACE LEVEL

DATUM 40

CREEKSIDE DRIVE


ABN 55 050 029 635



11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



BLBL

DESI

GN C

L

CH 307.197

1 in 61 in 50 1 in 30

1 in 30 1 in 30 1 in 30

1 in 6

-12.1

5841

.906

41.76

3

-9.75

041

.905

41.36

2-9

.250

41.90

441

.345

-7.75

041

.904

41.31

5

-3.75

041

.901

41.18

2-3

.300

41.90

141

.072

0.000

41.89

941

.182

3.300

41.89

941

.072

3.750

41.90

041

.182

4.750

41.90

141

.215

5.250

41.90

441

.232

9.486

41.93

841

.938

OFFSET


DESIGNSURFACE LEVEL

DATUM 40

CH 321.197

-11.9

78

-9.75

0-9

.250

-7.75

0

-3.75

0-3

.300

0.000

3.300

3.750

4.750

5.250

8.866

CREEKSIDE DRIVE

CREEKSIDE DRIVE


ABN 55 050 029 635



11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



DESI

GN C

L

CH 364.447 TP

1 in 61 in 50 1 in 30

1 in 30 1 in 30 1 in 30

1 in 6

-11.6

8042

.306

42.08

1

-9.75

042

.320

41.76

0-9

.250

42.32

441

.743

-7.75

042

.324

41.71

3

-3.75

042

.316

41.58

0-3

.300

42.31

641

.470

0.000

42.33

041

.580

3.300

42.34

841

.470

3.750

42.35

041

.580

4.750

42.35

641

.613

5.250

42.35

941

.630

9.769

42.38

342

.383

OFFSET


DESIGNSURFACE LEVEL

DATUM 40

CREEKSIDE DRIVE


ABN 55 050 029 635



11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



BL BL

DESI

GN C

L

CH 12.490 TPBAYBROOK AVENUE

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

-9.49

441

.428

41.75

5

-8.50

041

.409

41.58

9-8

.000

41.40

041

.573

-6.50

041

.372

41.54

3

-3.75

041

.320

41.45

1-3

.300

41.31

141

.341

0.000

41.24

941

.451

3.300

41.18

441

.341

3.750

41.16

941

.451

6.500

41.11

141

.543

8.000

41.07

941

.573

8.500

41.06

841

.589

9.079

41.05

541

.686

OFFSET


DESIGNSURFACE LEVEL

DATUM 40

CH 20.000

BLBL BL

DESI

GN C

L

CH 59.451 TP


-9.12

641

.706

41.88

0

-8.50

041

.697

41.82

4-8

.000

41.69

041

.808

-6.50

041

.669

41.77

8

-3.75

041

.631

41.68

6-3

.300

41.62

541

.576

0.000

41.57

841

.686

3.300

41.53

041

.576

3.750

41.51

841

.686

6.500

41.45

241

.778

8.000

41.41

841

.808

8.500

41.40

641

.824

9.819

41.37

642

.044

OFFSET


DESIGNSURFACE LEVEL

DATUM 40

CH 78.793BAYBROOK AVENUE

BAYBROOK AVENUE

BAYBROOK AVENUE


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1ROAD CROSS SECTIONSBAYBROOK AVENUE SHEET 1 OF 3BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



BLBL BL

DESI

GN C

L

CH 120.793

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

-8.57

941

.986

42.30

2-8

.500

41.98

642

.289

-8.00

041

.986

42.27

2

-6.50

041

.988

42.24

2

-3.75

041

.990

42.15

1-3

.300

41.99

142

.041

0.000

42.03

942

.151

3.300

42.10

842

.041

3.750

42.11

842

.151

6.500

42.17

642

.242

8.000

42.20

842

.272

8.500

42.21

842

.289

9.421

42.23

842

.443

OFFSET


DESIGNSURFACE LEVEL

DATUM 41

CH 136.793

-9.00

0-8

.500

-8.00

0

-6.50

0

-3.75

0-3

.300

0.000

3.300

3.750

6.500

8.000

8.500

8.933OFFSET

BAYBROOK AVENUE

BAYBROOK AVENUE

DESI

GN C

L

CH 182.793

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

-9.77

643

.413

42.97

9

-8.50

043

.367

42.76

6-8

.000

43.34

942

.750

-6.50

043

.298

42.72

0

-3.75

043

.203

42.62

8-3

.300

43.18

742

.518

0.000

43.07

442

.628

3.300

42.94

842

.518

3.750

42.93

042

.628

6.500

42.82

342

.720

8.000

42.76

542

.750

8.500

42.74

642

.766

OFFSET


DESIGNSURFACE LEVEL

DATUM 41

BAYBROOK AVENUE

FILL TO BE COMPACTED UNDERLEVEL 1 CONDITIONS AND SUPERVISION

45°(angle of repose)


ABN 55 050 029 635



11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



DESI

GN C

L

CH 256.365

-9.29

942

.970

42.98

6

-8.50

042

.978

42.85

3-8

.000

42.98

342

.837

-6.50

042

.998

42.80

7

-3.75

043

.026

42.71

5-3

.300

43.03

142

.605

0.000

43.06

242

.715

3.300

43.04

742

.605

3.750

43.04

542

.715

6.500

43.03

442

.807

8.000

43.03

142

.837

8.500

43.03

042

.853

9.759

43.02

743

.063

OFFSET


DESIGNSURFACE LEVEL

DATUM 42

BAYBROOK AVENUE


ABN 55 050 029 635



11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



BLBLBL

DESI

GN C

L

CH 13.461 TPVISION STREET

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

-9.50

542

.302

42.10

8

-8.50

042

.306

41.94

0-8

.000

42.30

841

.923

-6.50

042

.315

41.89

3

-3.75

042

.336

41.80

2-3

.300

42.34

041

.692

0.000

42.36

541

.802

3.300

42.39

141

.692

3.750

42.39

441

.802

6.500

42.41

641

.893

8.000

42.42

641

.923

8.500

42.43

041

.940

11.76

542

.452

42.48

4

OFFSET


DESIGNSURFACE LEVEL

DATUM 41

CH 24.706

BLBLBL

DESI

GN C

L

CH 60.000


-9.40

142

.325

42.35

2

-8.50

042

.322

42.20

2-8

.000

42.32

042

.185

-6.50

042

.315

42.15

5

-3.75

042

.320

42.06

4-3

.300

42.32

241

.954

0.000

42.34

042

.064

3.300

42.35

741

.954

3.750

42.35

942

.064

6.500

42.37

442

.155

8.000

42.38

242

.185

8.500

42.38

442

.202

9.734

42.39

042

.408

OFFSET


DESIGNSURFACE LEVEL

DATUM 41

CH 67.960 TPVISION STREET VISION STREET

VISION STREET


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1ROAD CROSS SECTIONSVISION STREETBAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



DESI

GN C

L

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

-8.86

642

.592

42.68

8-8

.500

42.59

642

.627

-8.00

042

.603

42.61

0

-6.50

042

.622

42.58

0

-3.75

042

.646

42.48

9-3

.300

42.65

042

.379

0.000

42.67

742

.489

3.300

42.70

442

.379

3.750

42.70

842

.489

6.500

42.73

142

.580

8.000

42.74

342

.610

8.500

42.74

842

.627

9.502

42.75

942

.794

OFFSET


DESIGNSURFACE LEVEL

DATUM 41

CHATSWORTH WAY CH 12.750 TP


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1ROAD CROSS SECTIONSCHATSWORTH WAYBAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



DESI

GN C

L

CH 0.000JETTY ROAD

1 in 62 1 in 38 1 in 30 1 in 6

-18.0

4143

.132

43.13

2

-3.65

341

.367

41.49

7-3

.203

41.48

341

.386

-3.20

241

.483

41.38

6

0.000

41.43

741

.437

4.489

41.31

841

.318

4.490

41.31

841

.318

6.490

41.42

041

.251

6.990

41.44

341

.268

8.466

41.51

441

.514

OFFSET


DESIGNSURFACE LEVEL

DATUM 40 DESI

GN C

L

CH 60.000

1 in 30

-11.1

7741

.089

41.08

9

-10.0

5441

.035

41.27

6-9

.554

41.01

041

.293

-5.40

540

.444

41.15

4-4

.955

40.67

341

.044

-3.04

941

.108

41.10

8

0.000

41.16

041

.160

4.505

40.99

640

.996

4.506

40.99

640

.996

6.506

41.03

240

.929

7.006

41.02

840

.946

7.480

41.02

541

.025

OFFSET


DESIGNSURFACE LEVEL

DATUM 39 DESI

GN C

L

CH 130.000

1 in 81 1 in 27 1 in 30 1 in 30 1 in 6

-6.51

140

.440

-3.01

140

.962

40.96

2

0.000

40.99

940

.999

4.236

40.48

240

.842

5.996

40.60

140

.784

7.996

40.61

440

.717

8.496

40.60

040

.700

9.224

40.57

940

.579

OFFSET


DESIGNSURFACE LEVEL

DATUM 39

JETTY ROAD JETTY ROAD


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1ROAD CROSS SECTIONSJETTY ROAD SHEET 1 OF 2BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



DESI

GN C

L

CH 60.000

1 in 6 1 in 301 in 30 1 in 58 1 in 27 1 in 30

-11.1

7741

.089

41.08

9

-10.0

5441

.035

41.27

6-9

.554

41.01

041

.293

-5.40

540

.444

41.15

4-4

.955

40.67

341

.044

-3.04

941

.108

41.10

8

0.000

41.16

041

.160

4.505

40.99

640

.996

4.506

40.99

640

.996

6.506

41.03

240

.929

7.006

41.02

840

.946

7.480

41.02

541

.025

OFFSET


DESIGNSURFACE LEVEL

DATUM 39 DESI

GN C

L

CH 130.000

1 in 81 1 in 27 1 in 30 1 in 30 1 in 6

-6.51

140

.440

-3.01

140

.962

40.96

2

0.000

40.99

940

.999

4.236

40.48

240

.842

5.996

40.60

140

.784

7.996

40.61

440

.717

8.496

40.60

040

.700

9.224

40.57

940

.579

OFFSET


DESIGNSURFACE LEVEL

DATUM 39

JETTY ROAD JETTY ROAD


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1ROAD CROSS SECTIONSJETTY ROAD SHEET 2 OF 2BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



CREEKSIDE

B2

B2

B2

B2

B2

B2

38.05R

9.45R

34.70R

40.00R

31.45R

46.60R

9.45R

41.30R

BAYBROOK

B2

TPCH

111.096

TPCH

117.808

TPCH

122.507

TPCH

148.620

TPCH162.064

TPCH

137.942

TPCH

10.93

TPCH

12.49

TPCH159.59

B2

FS41.610

FS41.567

FS41.696

FS41.620

FS41.570

EX40.644

EX41.367

EX41.348

EX41.079

EX40.958

T41.747

T41.733

T41.812

T41.693

T41.781

FS41

.830

FS41.748

FS41

.780

FS41.864

EX41

.790

EX41.395

EX41.502

EX41

.746

T41.8

95

T41.8

16

T41.889

T42.045

102

130

131

Ch39.605

Ch47.770

Ch115.491

Ch170.264

PIT CH137.33

PIT CH160.13

32.50

R


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1INTERSECTION DETAILSBAYBROOK VIEWS AND CREEKSIDE DRIVEBAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


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 OF BAYBROOK VIEWS AND CREEKSIDE DRIVEINTERSECTION DETAIL PLAN

0

0

1:250,A12.5 5 7.5 10 12.5

2.5 5 7.5 10 12.50

-0.502% 0.780% 0.500%

-5.00

041

.254

0.000

41.22

9

A1

13.39

641

.333

A2

18.39

641

.358

CHAINAGE (m)

DESIGN LIP

DATUM 40

KERB A

I.P. 4

1.324

I.P. 4

1.132

-0.500% -0.500% -2.893% -0.502% -0.502%

6.65 m V.C. 6.65 m V.C.

-5.00

041

.366

0.000

41.34

1

B1

3.327

41.30

5

6.653

41.22

8

9.980

41.15

2

13.30

641

.115

B2

18.30

641

.090

CHAINAGE (m)

DESIGN LIP

DATUM 40

KERB B

VISI

ON S

TREE

T

CHAT

SWOR

TH W

AY

BAYBROOK AVENUE

B2

B2

B2

B2

B2

B2

B2

9.45R

9.45R

9.45R

9.45R

A14

A34

A35

TPCH

219.6

1

TPCH

245.1

1

TPCH

219.5

4

TPCH

194.0

4

TPCH12.75

TPCH67.96

C2

T42.8

29FS

42.73

6

FS42

.748

FS42

.503

FS42

.876

FS42

.292

FS42

.563

FS42

.278 FS

42.21

4

FS42

.692FS

42.66

2

FS42

.607 FS

42.41

0

FS42

.219

FS42

.403

EX42

.879

EX42

.475

EX42

.591

EX42

.983

EX43

.138

EX42

.594

EX43

.009

EX42

.558

EX42

.456

EX42

.802

EX42

.456

EX42

.493 EX

42.45

6

EX42

.751

EX42

.579

EX42

.430

EX42

.484

T42.8

18

T42.7

07

T42.8

70T4

2.570

T42.4

46T42.4

53

T42.5

00T42.6

15T42.8

89

T43.2

03

T42.9

87

T42.7

82

T42.9

01

Ch19

2.365

Ch20

8.365

Ch21

4.793

Ch22

4.365

Ch23

0.793

Ch24

0.365

Ch24

6.793

Ch25

6.365

PIT

CH19

3.44PI

T CH

219.0

1PIT

CH24

5.71

PIT CH13.35

PIT CH67.36


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1INTERSECTION DETAILSBAYBROOK AVENUE AND CHATSWORTH WAYBAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


1:250,A12.5 5 7.5 10 12.5

0 0.25 0.5 0.75 1 1.25

INTERSECTION OF BAYBROOK AVENUE AND CHATSWORTH WAYINTERSECTION 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

2.113

I.P. 4

2.293

0.164% 0.164% 2.426% 0.695% 0.695%

7.42 m V.C. 7.42 m V.C.

-5.00

042

.098

0.000

42.10

7

C1

3.711

42.13

4

7.423

42.20

3

11.13

442

.277

14.84

542

.318

19.84

542

.353

CHAINAGE (m)

DESIGN LIP

DATUM 41

KERB C

-0.695% 0.685% 1.644%

-5.00

042

.353

0.000

42.31

8

D1

14.84

342

.420

D2

19.85

142

.502

CHAINAGE (m)

DESIGN LIP

DATUM 41

KERB D

I.P. 4

2.019

I.P. 4

2.299

0.563% 0.563% 3.767% 1.465% 1.465%

7.42 m V.C. 7.42 m V.C.

-5.00

041

.970

0.000

41.99

8

E1

3.711

42.04

9

7.422

42.15

9

11.13

342

.277

14.84

442

.353

E2

19.84

442

.426

CHAINAGE (m)

DESIGN LIP

DATUM 41

KERB E

I.P. 4

2.100

I.P. 4

2.019

-0.152% -0.152% -1.094% -0.563% -0.563%

7.42 m V.C. 7.42 m V.C.

-5.00

042

.114

0.000

42.10

6

F1

3.711

42.09

2

7.422

42.06

0

11.13

342

.024

14.84

441

.998

19.84

441

.970

CHAINAGE (m)

DESIGN LIP

DATUM 41

KERB F

F2

CREEKSIDE DRIVE

B2

B2

B2

B2

B2

B2

9.45R 9.45R

A27

TPCH

367.5

02TPCH

389.7

94

TPCH12.21

TPCH13.46

TPCH

364.4

4

TPCH

389.9

7

G1

G2

H3

FS41

.671

FS42.846FS

41.75

1FS42.077

FS42

.500

FS41.885

FS41.884 EX42

.219

EX42.923EX

42.32

0EX42.341

EX42.474

EX42.331

EX43

.012

T42.287

T42.106

T42.0

88

T42.0

15

T42.468

T43.0

11

Ch24.706

Ch35

3.197

Ch41

6.232

PIT

CH41

8.07

PIT CH12.81


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1INTERSECTION DETAILSCREEKSIDE DRIVE AND VISION STREETBAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


1:250,A12.5 5 7.5 10 12.5

0 0.25 0.5 0.75 1 1.25

INTERSECTION OF CREEKSIDE DRIVE AND VISION STREETINTERSECTION 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

1.699

I.P. 4

1.646

-0.563% -1.111% 0.509% 1.471%

5.00 m V.C.

-6.99

041

.710

-5.06

141

.699

-5.05

241

.699

-2.80

041

.674

-0.30

041

.656

0.000

41.65

6

H2

0.629

41.65

52.2

0041

.659

14.84

341

.723

H3

19.84

341

.797

CHAINAGE (m)

DESIGN LIP

DATUM 41

KERB H

H1

I.P. 4

1.502

I.P. 4

1.665

0.694% 0.694% 2.202% 0.563% 0.563%

7.42 m V.C. 7.42 m V.C.

-5.00

041

.442

0.000

41.47

6

G1

3.711

41.51

6

7.422

41.58

4

11.13

341

.650

14.84

441

.686

19.84

441

.714

CHAINAGE (m)

DESIGN LIP

DATUM 40

KERB G

G2

0 ISSUED FOR CONSTRUCTION ETH WGHB ISSUED TO AUTHORITY AERH TEHA ISSUED TO CLIENT W.E.S 21/07/09

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1INTERSECTION DETAILSJETTY ROAD AND CREEKSIDE DRIVEBAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


1 IN 139

CREEKSIDE

B2

B2

B2B2

B2

B2

B2

SM1

SM1

SM1

SM1

SM1

SM1

SM1

SM1

9.45R

40.07R

40.00R

38.45R

46.60R

9.45R

9.45R

9.45R

41.45R

B2

TPCH

62.64

5

TPCH

111.096

TPCH

117.808

TPCH

122.507

TPCH

148.620

TPCH

137.942

TPCH

FS41.567

FS41.696EX41.367

EX41.348T41.747

T41.733

FS41.864

EX41.502T41.889

Ch98.008

Ch115.491

PIT CH137.33

3.0M 3.0M

45.57R40

.30R

41.18R

37.39R

32.50

R

49.62R

38.43R

27.05

R

28.42

R

3.0M 3.0M

TPCH

62.64

5


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1INTERSECTION DETAILSBAYBROOK AVENUE AND VISION STREETBAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


1:250,A12.5 5 7.5 10 12.5

0 0.25 0.5 0.75 1 1.25

INTERSECTION OF BAYBROOK AVENUE AND VISION STREETINTERSECTION DETAIL PLAN

0

0

1:250,A12.5 5 7.5 10 12.5

2.5 5 7.5 10 12.50

3M WIDE QUARTZ/GRANITE BANDS EASTINGS NORTHINGS

A1 285624.710 5772469.43A2 285618.499 5772467.971A3 285612.545 5772468.717A4 285606.593 5772469.469A5 285600.641 5772470.230A6 285594.693 5772471.015A7 285588.736 5772471.737A8 285582.783 5772472.484A9 285576.831 5772473.238

3M WIDE QUARTZ/GRANITE BANDS EASTINGS NORTHINGS

B1 285622.509 5772450.620B2 285616.839 5772453.756B3 285610.785 5772454.533B4 285604.832 5772455.286B5 285598.880 5772456.039B6 285592.923 5772456.793B7 285586.971 5772457.547B8 285581.018 5772458.300B9 285575.066 5772459.053

GRANITE BANDS EASTINGS NORTHINGSC1 285570.878 5772473.992C2 285569.516 5772474.195C3 285568.592 5772468.953C4 285570.224 5772468.732

D1 285569.112 5772459.801D2 285564.413 5772460.694D3 285567.301 5772465.488D4 285569.761 5772465.062

E1 285566.820 5772474.747E2 285564.082 5772475.519E3 285558.433 5772471.598E4 285563.602 5772469.967

F1 285556.951 5772463.343F2 285550.066 5772467.621F3 285555.612 5772470.065F4 285561.222 5772467.298

G1 285560.447 5772476.897G2 285554.144 5772480.397G3 285536.103 5772487.961G4 285543.576 5772473.917

H1 285546.258 5772487.598H2 285537.295 5772498.068H3 285533.476 5772511.312

I1 285525.706 5772521.723I2 285521.832 5772526.903I3 285521.454 5772516.389I4 285529.248 5772505.494

SET OUT DETAILS FOR QUARTZ BANDS

36.00

525Ø1 in 292

Qa=0.229Qf=0.252

L=40.852m

Vf=1.160

41.97

241

.061

0.000

38.99

539

.045

2.066

2.016

39.95

440

.230

450Ø1 in 300

Qa=0.150Qf=0.164

L=41.005m

Vf=1.030

42.15

540

.809

40.85

239

.185

39.25

51.6

241.5

5440

.346

40.37

5

450Ø1 in 300

Qa=0.140Qf=0.164

L=40.797m

Vf=1.030

41.23

441

.028

81.85

739

.390

39.44

01.6

381.5

8840

.489

40.51

1

450Ø1 in 300

Qa=0.125Qf=0.164

L=10.855m

Vf=1.020

40.82

541

.217

122.6

5339

.575

39.62

51.6

421.5

9240

.609

40.62

9

450Ø1 in 280

Qa=0.115Qf=0.170

L=8.386m

Vf=1.070

41.14

541

.415

133.5

0839

.660

39.71

01.7

551.7

0540

.650

40.66

5

CRB

375Ø1 in 241

Qa=0.040Qf=0.113

L=12.038m

Vf=1.020

41.30

541

.461

141.8

9439

.740

39.81

51.7

211.6

4640

.679

40.70

8

300Ø1 in 200

Qa=0.025Qf=0.068

L=48.070m

Vf=0.970

41.25

341

.357

153.9

3239

.865

39.94

01.4

921.4

1740

.714

40.71

6

41.66

941

.385

202.0

0140

.180

1.205

40.74

840

.749

CHAINAGE

EXISTING 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. 37.00

525Ø1 in 118

Qa=0.389Qf=0.396

L=12.944m

Vf=1.830

42.39

341

.820

0.000

39.90

040

.140

1.920

1.680

40.89

341

.174

150m

m IL

40.16

640

.539

38.76

6

525Ø1 in 110

Qa=0.388Qf=0.410

L=27.500m

Vf=1.890

42.51

341

.838

12.94

440

.250

40.30

01.5

881.5

3841

.280

41.46

2

43.00

042

.391

40.44

440

.550

1.841

41.68

741

.768

RCP


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1DRAINAGE LONGITUDINAL SECTIONSDRAINAGE NETORK A SHEET 1 OF 3BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


39.00

300Ø1 in 66

Qa=0.018Qf=0.119

L=65.946m

Vf=1.690

43.53

443

.668

65.90

442

.575

42.62

51.0

931.0

4342

.875

42.87

842

.925

225Ø1 in 55

Qa=0.018Qf=0.063

L=62.000m

Vf=1.530

44.84

744

.713

131.8

4943

.630

43.68

01.0

831.0

3343

.930

43.93

1

45.91

845

.809

193.8

4944

.800

1.013

45.02

545

.074

CHAINAGE



DESIGN INVERT LEVEL


DEPTH TO INVERT


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

Vf (m/s)

DATUM R.L. 37.00

300Ø1 in 87

Qa=0.026Qf=0.103

L=49.688m

Vf=1.460

42.55

442

.224

0.000

40.67

540

.843

1.549

1.381

41.39

441

.472

43.45

142

.788

49.68

841

.411

1.377

41.71

141

.712

37.00

300Ø1 in 99

Qa=0.008Qf=0.097

L=8.400m

Vf=1.370

42.41

942

.120

0.000

40.42

040

.671

1.700

1.449

41.18

741

.234

CRB

300Ø1 in 45

Qa=0.005Qf=0.144

L=12.940m

Vf=2.040

42.38

742

.120

8.400

40.75

640

.806

1.364

1.314

41.23

5

42.54

442

.439

21.34

041

.095

1.344

41.39

541

.397

36.00

300Ø1 in 86

Qa=0.017Qf=0.104

L=8.400m

Vf=1.480

41.25

341

.357

0.000

39.75

039

.891

1.607

1.466

40.74

240

.745

CRB

40.93

741

.357

8.400

39.98

91.3

6840

.748

40.77

7

36.00

300Ø1 in 33

Qa=0.003Qf=0.169

L=8.401m

Vf=2.400

40.82

541

.199

0.000

39.48

539

.615

1.714

1.584

40.61

840

.638

CRB

40.64

541

.243

8.401

39.87

31.3

7040

.638

CHAINAGE



DESIGN INVERT LEVEL


DEPTH TO INVERT


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

Vf (m/s)

DATUM R.L. 37.00

300Ø1 in 87

Qa=0.026Qf=0.103

L=49.688m

Vf=1.460

42.55

442

.230

0.000

40.67

540

.843

1.555

1.387

41.53

741

.601

43.45

142

.773

49.68

841

.411

1.362

41.71

141

.712

37.00

300Ø1 in 100

Qa=0.008Qf=0.097

L=8.400m

Vf=1.370

42.41

942

.120

0.000

40.42

040

.671

1.700

1.449

41.36

841

.407

300Ø1 in 45

Qa=0.005Qf=0.144

L=12.940m

Vf=2.040

42.38

742

.120

8.400

40.75

640

.806

1.364

1.314

41.40

8

42.54

442

.487

21.34

041

.095

1.392

41.40

841

.411

36.00

300Ø1 in 86

Qa=0.009Qf=0.104

L=8.400m

Vf=1.480

41.25

341

.357

0.000

39.86

539

.891

1.492

1.466

40.71

440

.716

CRB

40.93

741

.357

8.400

39.98

91.3

6840

.717

40.72

5

36.00

300Ø1 in 33

Qa=0.002Qf=0.169

L=8.401m

Vf=2.400

40.82

541

.217

0.000

39.57

539

.615

1.642

1.602

40.60

940

.629

CRB

40.64

541

.243

8.401

39.87

31.3

7040

.629

CRB CRB CRBCRB

RCP


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1DRAINAGE LONGITUDINAL SECTIONSDRAINAGE NETWORK A SHEET 2 OF 3BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


CHAINAGEL=49.688m

0.000

49.68

8

L=8.400m

0.000

L=12.940m

8.400

21.34

0

L=8.400m

0.000

8.400

L=8.401m

0.000

8.401

34.00

900Ø1 in 244

Qa=0.960Qf=1.159

L=24.379m

Vf=1.820

38.34

638

.346

0.000

37.07

037

.070

1.276

1.276

37.97

037

.970

35.00

900Ø1 in 255

Qa=0.960Qf=1.133

L=45.935m

Vf=1.780

40.45

840

.458

24.37

937

.170

37.22

03.2

753.2

2538

.070

38.12

8

41.74

639

.000

70.31

437

.400

1.600

38.30

038

.881

CHAINAGE



DESIGN INVERT LEVEL


DEPTH TO INVERT


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

Vf (m/s)

DATUM R.L.


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1DRAINAGE LONGITUDINAL SECTIONDRAINAGE NETWORK A SHEET 3 OF 3BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN



ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1DRAINAGE LONGITUDINAL SECTIONPIT SCHEDULEBAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


to A185 A18 A18 A22 to A19;A38;A1 0.75 0.01 0.007 0.55 0.123 0.068 17 6.92 72 0.699 140 40.797 300 450(RCP) 1.03 164 0.85 0.88 0.66 0.039 0.5 0.02 0.5 0.02 0.24 0.098 40.61 40.63 41.215

to A17 85 A41 A41 A41 0.75 0.03 0.022 0.55 0.001 0.001 5 5 82 0.023 5 8.4 76.37 300(RCP) 1.56 111 0.05 0.07 0.09 0 10 0.002 10 0.002 0 0 40.512 40.515 41.023

to A175 A17 A17 A22 to A19;A38;A1 0.75 0.03 0.022 0.55 0.075 0.041 14 7.58 69 0.785 150 41.005 300 450(RCP) 1.03 164 0.94 0.94 0.68 0.045 0.5 0.023 0.5 0.023 0.28 0.114 40.49 40.512 41.024

to A16 8;A41;A175 A45 A45 A45 0.75 0.001 0.001 0.55 0.198 0.109 25 5 82 0.11 25 60.01 100.02 225(RCP) 1.14 47 0.53 0.61 0.88 0.019 5 0.095 5 0.095 0.29 0.172 0.114 1.14 41.469 41.564 42.149

to A405 A40 A40 A45;A40 0.75 0.001 0.001 0.55 0.256 0.141 32 5.88 77 0.252 53 61.306 250.55 300(RCP) 0.86 61 0.88 0.76 1.19 0.029 0.2 0.006 0.2 0.006 0.31 0.188 0.225 0.98 40.895 40.901 42.071

to A395 A39 A39 A45;A40 7.07 71 0.252 53 41.301 51.18 300(RCP) 1.91 135 0.4 0.76 0.36 0.029 1.3 0.038 1.3 0.038 0.31 0.127 0.131 1.8 40.6 40.638 41.777

to A165 A42 A42 A42 0.75 0.061 0.046 0.55 0.001 0.001 11 5 82 0.047 11 8.416 99.01 300(RCP) 1.37 97 0.11 0.16 0.1 0.001 10 0.013 10 0.013 0.01 0.001 40.377 40.39 40.825

to A165 A16 A16 A22 to A19 to A40 0.75 0.061 0.046 0.55 0.162 0.089 31 8.26 67 1.219 230 40.852 291.79 525(RCP) 1.16 252 0.91 1.06 0.59 0.057 0.5 0.029 0.5 0.029 0.29 0.117 40.347 40.376 40.839

to A4 ;A42;A165 A4 A4 A15 to A9 to A6;A 0.75 0.052 0.039 0.55 0.001 0.001 9 12.22 56 6.298 986 8.065 201.64 825(RCP) 1.89 1010 0.96 1.84 0.07 0.173 1.6 0.276 1.6 0.276 0.47 0.038 39.954 40.23 41.061

to A3 43;A5;A22 to A19to A40;A42;A16;A4

5 A3 A3 A15 to A9 to A6;A 0.75 0.052 0.039 0.55 0.001 0.001 9 12.29 56 6.338 992 61.691 299.96 900(RCP) 1.64 1044 0.96 1.56 0.66 0.124 0.2 0.025 0.2 0.025 0.3 0.185 39.891 39.916 41.054to A2 43;A5;A22 to A19

to A40;A42;A16;A4;A3

5 A2 A2 A15 to A9 to A6;A 12.95 54 6.338 992 12.226 300 900(RCP) 1.63 1044 0.96 1.56 0.13 0.124 1.3 0.161 1.3 0.161 0.3 0.037 0.703 1.86 39.545 39.706 42.154to A1 43;A5;A22 to A19

to A40;A42;A16;A4

39.00

300Ø1 in 66

Qa=0.018Qf=0.119

L=65.946m

Vf=1.690

43.53

443

.668

65.90

442

.575

42.62

51.0

931.0

4342

.875

42.87

842

.925

225Ø1 in 55

Qa=0.018Qf=0.063

L=62.000m

Vf=1.530

44.84

744

.713

131.8

4943

.630

43.68

01.0

831.0

3343

.930

43.93

1

45.91

845

.809

193.8

4944

.800

1.013

45.02

545

.074

CHAINAGE



DESIGN INVERT LEVEL


DEPTH TO INVERT


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

Vf (m/s)

DATUM R.L. 37.00

300Ø1 in 87

Qa=0.026Qf=0.103

L=49.688m

Vf=1.460

42.55

442

.224

0.000

40.67

540

.843

1.549

1.381

41.39

441

.472

43.45

142

.788

49.68

841

.411

1.377

41.71

141

.712

37.00

300Ø1 in 99

Qa=0.008Qf=0.097

L=8.400m

Vf=1.370

42.41

942

.120

0.000

40.42

040

.671

1.700

1.449

41.18

741

.234

CRB

300Ø1 in 45

Qa=0.005Qf=0.144

L=12.940m

Vf=2.040

42.38

742

.120

8.400

40.75

640

.806

1.364

1.314

41.23

5

42.54

442

.439

21.34

041

.095

1.344

41.39

541

.397

36.00

300Ø1 in 86

Qa=0.017Qf=0.104

L=8.400m

Vf=1.480

41.25

341

.357

0.000

39.75

039

.891

1.607

1.466

40.74

240

.745

CRB

40.93

741

.357

8.400

39.98

91.3

6840

.748

40.77

7

36.00

300Ø1 in 33

Qa=0.003Qf=0.169

L=8.401m

Vf=2.400

40.82

541

.199

0.000

39.48

539

.615

1.714

1.584

40.61

840

.638

CRB

40.64

541

.243

8.401

39.87

31.3

7040

.638


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1DRAINAGE LONGITUDINAL SECTION5 YEAR DRAINAGE CALCULATIONSBAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


LOT FILLING AT STAGE BOUNDARY

EXISTING SURFACE

BAYVIEW ON THE BELLARINE

100

101

102

103104105106107108109110111112113114

115116

117119 120

121 122 123125124

127129128

126130

131

132

133134135136137138139140

142

118

141

CREEKSIDE

VISI

ON S

TREE

T

CHAT

SWOR

TH W

AY

BAYBROOK AVENUE

CREEKSIDE DRIVE

JETT

Y RO

AD

B2

B2 B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

SM1

SM1SM1

SM1

LIMIT OFROAD W

ORKS

LIMIT OFROAD W

ORKS

BAYBROOK

FUTURERETARDING BASIN

FUTUREOPEN SPACE

FUTURE MEDIUMDENSITY SITE

LIMIT OFROAD WORKS

7.50

7.50

7.50

3.50

5.75

5.75

3.70

7.50

7.50

7.50

3.50

7.50

EX. B

ITUM

EN E

DGE

6.00

3.30

B2

4.80

4.80

2.50

15m

45m

15m

42.672(Star Picket)

285276.1295772516.268

41.692(Star Picket)

285461.5995772488.228

41.876(Star Picket)

285383.3335772580.282

LIMIT OFROAD WORKS

SM1

SM1

SM1

QUARTZ/GRANITE BANDS EASTINGS NORTHINGS285624.710 5772469.43285618.499 5772467.971285612.545 5772468.717285606.593 5772469.469285600.641 5772470.230285594.693 5772471.015285588.736 5772471.737285582.783 5772472.484285576.831 5772473.238285570.878 5772473992

1 IN 139

S2 & S3

S2 & S3

S1S2 & S3

S1

S1 S1

S4

S4

S4

S4

S5

S5

S5

S5

DOMAIN CLOSE

WALTH

AM STR

EET

100

101

102

B2

B2

B2

B2

B2

SM1

SM1

7.50

B2

S7


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1LINEMARKING AND SIGNAGE PLANSHEET 1 OF 2BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


0

1:500,A15 10 15 20 25

5 10 15 20 25

CHANGED TRAFFIC

CONDITIONS AHEAD

LEFTKEEP

GIVE

EX. B

ITUM

EN E

DGE

LIMIT OF

LIMIT OFROAD WORKS

1 IN 139 S6

S1S7

HYD

E WAY

100

101

102

JETT

Y RO

ADB2

B2

B2

B2

B2

B2

SM1

B1

B1

B1

B1

SM1

SM1

5.75

5.75

3.70

7.50

PUMP STATIONBARWON WATER

6.00

3.30

B2

2.50

45m

15m

45m

15m

S7


0

0

1:250,A12.5 5 7.5 10 12.5

2.5 5 7.5 10 12.5

ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1LINEMARKING AND SIGNAGE PLANSHEET 2 OF 2BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


S1

S2 HAZARD SIGN

NO ROAD SIGNS3

TRAFFIC CALMINGMEASURES AHEADS4

S5

S6

S7

S8

ROAD NARROW SIGN

T1-23CHANGED CHANGED TRAFFIC

CONDITIONS AHEADCONDITIONS

LEFTKEEP

KEEP LEFT SIGN (450 x 600)

1-WAY RRPM

2-WAY RRPM

D4-5

G9-18

GIVEWAY SIGN R1-2AGIVE

R2-3(L)

B ISSUED TO COUNCIL/TENDER G.D. 23/02/11A ISSUED TO CLIENT G.D. 12/11/10


ABN 55 050 029 635

BAYVIEW ON THE BELLARINESTAGE 1PLAN OF SUBDIVISIONSHEET 1 OF 5BAYBROOK VIEWSCITY OF GREATER GEELONG


11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


A3

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

DATE / /

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

REF: VERSION

COUNCIL DELEGATE SIGNATURE

Sheet

Stage NoPLAN OF SUBDIVISION

Plan Number

PS 633589D

Phillip John Herridge

142550R9-WALLS 12

2CPG

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10 Moorabool StreetCPG

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PO Box 4032

LENGTHS ARE IN METRES

SCALE

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 1988 Date 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 delegate Council seal Date / /

Council delegateCouncil seal

Purpose

Legend:

REF:

Easement Information

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:

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

VERSION

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

Land Benefited/In Favour of Received

TIME

PS

Ref:

Plan Number

Council Certification and Endorsement

EDITIONLRS use onlyStage No.

This is a SPEAR plan.

633589D

Bellarine

-

-

5E

-

11006 624TP279825C

148 Jetty RoadDrysdale, 3222

285 2205 772 800

ROADS R-1 CITY OF GREATER GEELONGRESERVE No. 1 & 2 CITY OF GREATER GEELONG

15.24 metres below the surfaceis not a staged subdivision

1362/2010

is based on survey

PM 126 & 288150

BAYVIEW ON THE BELLARINE ESTATE - STAGE 1 (43 LOTS) AREA OF STAGE - 4.727haPhillip John Herridge

142550R9-WALLS 12

1 8

MGA

CITY OF GREATER GEELONG

CPG

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PO Box 4032

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

RESERVE No. 3 POWERCOR AUSTRALIA LIMITED



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11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


654321

F

D

C

B

A

654321

F

E

D

C

B

A

E

G

H

G

H

Stage No Plan Number

PSPLAN OF SUBDIVISION

VERSION

ORIGINAL

REF:

A3

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

Sheet


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

DATE / /

3

12


142550R9-WALLS

633589D

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SCALE

654321

F

D

C

B

A

654321

F

E

D

C

B

A

E

G

H

G

H



VERSION

ORIGINAL

REF:

A3

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

Sheet


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

DATE / /

4

12


142550R9-WALLS

633589D

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SCALE



ABN 55 050 029 635



11/10M. GIBBONS

11/10C. KENNEDY

11/10G. DOLAN


A3

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

DATE / /

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

REF: VERSION

COUNCIL DELEGATE SIGNATURE

Sheet

Stage NoPLAN OF SUBDIVISION

Plan Number

PS 633589D


142550R9-WALLS 12

5CPG

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SCALE

654321

F

D

C

B

A

654321

F

E

D

C

B

A

E

G

H

G

H



VERSION

ORIGINAL

REF:

A3

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

Sheet


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

DATE / /

6

12


142550R9-WALLS

633589D

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11/10M. GIBBONS

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654321

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D

C

B

A

654321

F

E

D

C

B

A

E

G

H

G

H



VERSION

ORIGINAL

REF:

A3

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

Sheet


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

DATE / /

7

12


142550R9-WALLS

633589D

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654321

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D

C

B

A

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E

D

C

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A

E

G

H

G

H



VERSION

ORIGINAL

REF:

A3

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

Sheet


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

DATE / /

8

12


142550R9-WALLS

633589D

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