wallaby grove gahnia grove poa placeseagrove.com.au/assets/stage15eng.pdf · poa place r 54.65 r...

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Road Width (m) Kerb Type Verge Width (m) Lip to Lip Inv to Inv Back to Back Nth/West Sth/East Nth/West Sth/East POA PLACE ACCESS 16.00 6.70 7.30 7.90 MOD SM2 MOD SM2 2.45 4.05 WALLABY GROVE ACCESS 16.00 6.70 7.30 7.90 MOD SM2 MOD SM2 2.45 4.05 GAHNIA GROVE ACCESS 16.00 6.70 7.30 7.90 MOD SM2 MOD SM2 4.05 2.45 McKENZIE ROAD ACCESS VARIES VARIES VARIES SM2 - VARIES - WARNING BEWARE OF UNDERGROUND SERVICES The l oca t i ons o f underground serv i ces are approx i ma t e on l y and t he i r exac t pos i t i on shou l d be proven on s i t e . No guaran t ee i s g i ven t ha t a l ex i s t i ng serv i ces are shown . Loca t e a l underground serv i ces be f ore commencemen t o f works DIAL 1100 BEFORE YOU DIG www.1100.com.au FR157.40 TW159.30 BW159.30 141.34 FS140.35 GW G H O DW Ex D Ex S E O/H E LEGEND - LAYOUT PLAN STORMWATER DRAIN, PIT & PROPERTY INLET SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN SERVICE CONDUITS TACTILE PAVERS (INDICATIVE ONLY) ELECTRICITY (UNDERGROUND) ELECTRICITY (OVERHEAD) GAS OPTIC FIBRE WATER RECYCLED WATER EXISTING STORMWATER DRAIN EXISTING SEWER EXISTING HOUSE DRAIN EXISTING SWALE DRAIN EXISTING SURFACE LEVEL FINISHED BUILDING LINE LEVEL FINISHED RIDGE LINE LEVEL TOP OF RETAINING WALL BOTTOM OF RETAINING WALL RETAINING WALL ZERO LOT LINES PAVEMENT TREATMENT STRUCTURAL FILL > 200mm DEEP EX. STRUCTURAL FILL > 200mm DEEP DIRECTION OF FALL OVERLAND FLOW ALLOTMENT TO BE GRADED EVENLY IN DIRECTION OF FALL TO LEVELS INDICATED CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER LIMIT OF WORKS EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK PROPOSED DRIVEWAY H S NDW T TELECOMMUNICATIONS ExG ExO ExDW ExE ExO/H E EXISTING ELECTRICITY (UNDERGROUND) EXISTING ELECTRICITY (OVERHEAD) EXISTING GAS EXISTING OPTIC FIBRE EXISTING WATER EXISTING RECYCLED WATER ExNDW ExT EXISTING TELECOMMUNICATIONS MELBOURNE WATER DRAIN & PIT RIDGE LINE Beveridge Williams development & environment consultants Scale Project Ref Drawing No Rev Project Drawing Title Drawn Designed Date Approved Date Stage No PS Number Details K:\zMelbourne Files\M4015 - Seagrove Estate\Engineering\15-Stage\Drawings\4015-15-010-LAY.dwg © COPYRIGHT All rights reserved Beveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose. No unauthorised copying is permitted of Sheet REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP. ISSUED FOR CONSTRUCTION 2810 15 010 A SEAGROVE ESTATE STAGE 15 SOUTHERN SUSTAINABLE DEVELOPMENTS BASS COAST SHIRE COUNCIL LAYOUT PLAN J CLOTTU 24.11.2017 J CLOTTU M COYNE 24.11.2017 PS812273L 134 Graham Street Wonthaggi VIC 3995 ph: 03 5672 1505 www.beveridgewilliams.com.au A ISSUED FOR CONSTRUCTION 09.07.18 JC MC 05 28 SERVICES OFFSET TABLE ROAD NAME GAS WATER RECYCLED WATER ELECTRICITY TELECOMMUNICATION TREES SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) POA PLACE WEST 1.7 WEST 2.1 WEST 2.5 EAST 1.9 EAST 1.3 BOTH 3.05 WALLABY GROVE NORTH 2.1 NORTH 2.5 NORTH 2.9 SOUTH 1.9 SOUTH 1.3 BOTH 3.05 GAHNIA GROVE EAST 2.1 EAST 2.5 EAST 2.9 WEST 1.8 WEST 1.3 BOTH 3.05 McKENZIE ROAD WEST 3.6 BOTH 3.0 WEST 2.4 EAST VARIES EAST VARIES BOTH VARIES NOTE; - TREE PLANTING IS GENERALLY 1m (APPROX) OFFSET FROM BoK IN ROAD RESERVES, BUT ALL LOCATIONS ARE SUBJECT TO CONFIRMATION BY THE LANDSCAPE ARCHITECT ON SITE AT THE TIME OF PLANTING NOTE: DRIVEWAYS TO BE CONSTRUCTED FOR LOTS 625, 626, 639, 682, 683, 684 AND 685. DRIVEWAYS FOR LOTS NOT LISTED ARE TO BE COMPLETED AT TIME OF OCCUPANCY IN ACCORDANCE WITH TITLE RESTRICTIONS. NOTE: ALL EXISTING VEGETATION MUST BE MAINTAINED WHERE POSSIBLE UNLESS SPECIFIED OTHERWISE IN THE CONSTRUCTION MANAGEMENT PLAN NOTE: UNLESS SHOWN OTHERWISE ALL AREAS SHOWN ON THE DRAWINGS TO BE CUT OR FILLED ARE TO BE STRIPPED OF TOPSOIL TO A DEPTH OF 75mm. UPON COMPLETION OF THE BULK EARTHWORKS, THE TOPSOIL IS TO BE SPREAD TO A DEPTH OF 75mm OVER THE AREA & GRADED TO FINISHED LEVELS SHOWN ON THE DRAWINGS WITH A MINIMUM SLOPE OF 1 IN 200. ALL FILLING IS TO BE COMPACTED IN 150mm EQUAL LAYERS TO 95% OF AS1289.5.1.1 (STANDARD COMPACTION) & TEST RESULTS FORWARDED TO COUNCIL. REFER TO CUT AND FILL DETAIL ON SHEET 012 FOR AREAS OF FILL WORKS. PROVIDE 2M LONG 300mm STUB. IL 20.01 AT 1 IN 49.2 REMOVE EXISTING "NO ROAD" SIGN AND SUBSOIL DRAIN REMOVE EXISTING "NO ROAD" SIGN AND SUBSOIL DRAIN CONTRACTOR TO PROVIDE 300Ø BLOCKOUT IL22.37 IN WEST WALL CONTRACTOR TO PROVIDE 375Ø BLOCKOUT IL20.00 IN EAST WALL STOP VALVE TO BE REMOVED AND REPLACED IN STAGE 16 TEMPORARY HYDRANT TO BE REMOVED. EXISTING GRATED PIT TO BE REMOVED AND REPLACE WITH A SIDE ENTRY PIT AND MATCHED WITH NEW SURFACE INSTALL PSM INSTALL PSM V-NOTCH TO BE PROVIDED IN PIT TO CAPTURE FLOWS FROM TEMPORARY TURN AREA NOTE: FOR ROAD CHAINAGES REFER TO SHEET 8 V-NOTCH TO BE PROVIDED IN PIT TO CAPTURE FLOWS FROM TEMPORARY TURN AREA

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Page 1: WALLABY GROVE GAHNIA GROVE POA PLACEseagrove.com.au/assets/stage15eng.pdf · poa place r 54.65 r 61.35 dw dw dw dw dw dw dw dw ndw dw dw dw dw ndw ndw ndw ndw ndw ndw ndw ndw ndw

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2STEEL STAR PICKET

1138.5801055.630

21.669

TBM

ENRL

3STEEL STAR PICKET

1180.7531163.814

19.351

1:500 @ A10 50403020105 N

ROAD LAYOUT TABLE

Road Name RoadClassification

ReserveWidth (m)

Road Width (m) Kerb Type Verge Width (m)Lip to Lip Inv to Inv Back to Back Nth/West Sth/East Nth/West Sth/East

POA PLACE ACCESS 16.00 6.70 7.30 7.90 MOD SM2 MOD SM2 2.45 4.05WALLABY GROVE ACCESS 16.00 6.70 7.30 7.90 MOD SM2 MOD SM2 2.45 4.05GAHNIA GROVE ACCESS 16.00 6.70 7.30 7.90 MOD SM2 MOD SM2 4.05 2.45McKENZIE ROAD ACCESS VARIES VARIES VARIES SM2 - VARIES -

WARNING

BEWARE OF UNDERGROUND SERVICES

The locations of underground services are approximate only and

their exact position should be proven on site.

No guarantee is given that all existing services are shown.

Locate all underground services before commencement of works

DIAL 1100 BEFORE YOU DIG

www.1100.com.au

FR157.40

TW159.30

BW159.30

141.34

FS140.35

GW

G

H

O

DW

Ex D

Ex S

E

O/H E

LEGEND - LAYOUT PLANSTORMWATER DRAIN, PIT & PROPERTY INLET

SWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINSERVICE CONDUITSTACTILE PAVERS (INDICATIVE ONLY)ELECTRICITY (UNDERGROUND)ELECTRICITY (OVERHEAD)

GAS

OPTIC FIBRE

WATERRECYCLED WATER

EXISTING STORMWATER DRAINEXISTING SEWEREXISTING HOUSE DRAINEXISTING SWALE DRAINEXISTING SURFACE LEVELFINISHED BUILDING LINE LEVELFINISHED RIDGE LINE LEVELTOP OF RETAINING WALLBOTTOM OF RETAINING WALL

RETAINING WALLZERO LOT LINESPAVEMENT TREATMENTSTRUCTURAL FILL > 200mm DEEPEX. STRUCTURAL FILL > 200mm DEEPDIRECTION OF FALLOVERLAND FLOWALLOTMENT TO BE GRADED EVENLY INDIRECTION OF FALL TO LEVELS INDICATEDCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKPROPOSED DRIVEWAY

H

S

NDW

T TELECOMMUNICATIONS

ExG

ExO

ExDW

ExE

ExO/H EEXISTING ELECTRICITY (UNDERGROUND)EXISTING ELECTRICITY (OVERHEAD)EXISTING GASEXISTING OPTIC FIBRE

EXISTING WATEREXISTING RECYCLED WATERExNDW

ExT EXISTING TELECOMMUNICATIONS

MELBOURNE WATER DRAIN & PIT

RIDGE LINE

Beveridge Williamsdevelopment & environment consultants

Scale

Project Ref Drawing No Rev

Project

DrawingTitle

Drawn

DesignedDate

ApprovedDate Stage No

PS Number

Details

K:\zMelbourne Files\M4015 - Seagrove Estate\Engineering\15-Stage\Drawings\4015-15-010-LAY.dwg

© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted

ofSheet

REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.

ISSUED FOR CONSTRUCTION

2810 15 010 A

SEAGROVE ESTATE STAGE 15SOUTHERN SUSTAINABLE DEVELOPMENTSBASS COAST SHIRE COUNCILLAYOUT PLAN

J CLOTTU24.11.2017

J CLOTTU

M COYNE24.11.2017

PS812273L

134 Graham Street Wonthaggi VIC 3995ph: 03 5672 1505www.beveridgewilliams.com.auA ISSUED FOR CONSTRUCTION 09.07.18 JC MC

05 28

SERVICES OFFSET TABLE

ROAD NAMEGAS WATER RECYCLED WATER ELECTRICITY TELECOMMUNICATION TREES

SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m)POA PLACE WEST 1.7 WEST 2.1 WEST 2.5 EAST 1.9 EAST 1.3 BOTH 3.05WALLABY GROVE NORTH 2.1 NORTH 2.5 NORTH 2.9 SOUTH 1.9 SOUTH 1.3 BOTH 3.05GAHNIA GROVE EAST 2.1 EAST 2.5 EAST 2.9 WEST 1.8 WEST 1.3 BOTH 3.05McKENZIE ROAD WEST 3.6 BOTH 3.0 WEST 2.4 EAST VARIES EAST VARIES BOTH VARIES

NOTE; - TREE PLANTING IS GENERALLY 1m (APPROX) OFFSET FROM BoK IN ROAD RESERVES, BUT ALL LOCATIONS ARE SUBJECT TO CONFIRMATION BY THE LANDSCAPE ARCHITECT ON SITE AT THE TIME OF PLANTING

NOTE:DRIVEWAYS TO BE CONSTRUCTED FOR LOTS 625, 626, 639, 682, 683, 684AND 685. DRIVEWAYS FOR LOTS NOT LISTED ARE TO BE COMPLETED ATTIME OF OCCUPANCY IN ACCORDANCE WITH TITLE RESTRICTIONS.

NOTE:ALL EXISTING VEGETATION MUST BE MAINTAINED WHERE POSSIBLEUNLESS SPECIFIED OTHERWISE IN THE CONSTRUCTION MANAGEMENTPLAN

NOTE:UNLESS SHOWN OTHERWISE ALL AREAS SHOWN ON THE DRAWINGS TOBE CUT OR FILLED ARE TO BE STRIPPED OF TOPSOIL TO A DEPTH OF75mm. UPON COMPLETION OF THE BULK EARTHWORKS, THE TOPSOIL ISTO BE SPREAD TO A DEPTH OF 75mm OVER THE AREA & GRADED TOFINISHED LEVELS SHOWN ON THE DRAWINGS WITH AMINIMUM SLOPE OF 1 IN 200. ALL FILLING IS TO BE COMPACTED IN 150mmEQUAL LAYERS TO 95% OF AS1289.5.1.1 (STANDARD COMPACTION) &TEST RESULTS FORWARDED TO COUNCIL. REFER TO CUT AND FILLDETAIL ON SHEET 012 FOR AREAS OF FILL WORKS.

PROVIDE 2M LONG 300mmSTUB. IL 20.01 AT 1 IN 49.2

REMOVE EXISTING "NO ROAD"SIGN AND SUBSOIL DRAIN

REMOVE EXISTING "NO ROAD"SIGN AND SUBSOIL DRAIN

CONTRACTOR TOPROVIDE 300Ø

BLOCKOUT IL22.37IN WEST WALL

CONTRACTOR TOPROVIDE 375ØBLOCKOUT IL20.00IN EAST WALL

STOP VALVE TO BE REMOVED ANDREPLACED IN STAGE 16

TEMPORARY HYDRANT TO BE REMOVED.EXISTING GRATED PIT TO BEREMOVED AND REPLACE WITHA SIDE ENTRY PIT ANDMATCHED WITH NEW SURFACE

INSTALL PSMINSTALL PSM

V-NOTCH TO BE PROVIDED INPIT TO CAPTURE FLOWS FROM

TEMPORARY TURN AREANOTE:FOR ROAD CHAINAGES REFER TO SHEET 8

V-NOTCH TO BE PROVIDED INPIT TO CAPTURE FLOWS FROM

TEMPORARY TURN AREA

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624

623

647

648

649

650

651

652653

654

655

665666

667

668

669

670

671

672

673

674

675

676

677

680

681

679

678

662

663

664

656

GAHNIA GROVE

602

603

604

610

685

657

605

606

607

608

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638

637

636

635

634633

684

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566

WALLABY GROVE

POA PLACE

630629

McKE

NZIE

ROA

D

EXISTINGSTAGE 13

EXISTINGSTAGE 12

EXISTINGSTAGE 14

FUTURESTAGE 16

FIRETAIL GROVE

1:500 @ A10 50403020105 N

WARNING

BEWARE OF UNDERGROUND SERVICES

The locations of underground services are approximate only and

their exact position should be proven on site.

No guarantee is given that all existing services are shown.

Locate all underground services before commencement of works

DIAL 1100 BEFORE YOU DIG

www.1100.com.au

Beveridge Williamsdevelopment & environment consultants

Scale

Project Ref Drawing No Rev

Project

DrawingTitle

Drawn

DesignedDate

ApprovedDate Stage No

PS Number

Details

K:\zMelbourne Files\M4015 - Seagrove Estate\Engineering\15-Stage\Drawings\4015-15-012-CNF.dwg

© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted

ofSheet

REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.

ISSUED FOR CONSTRUCTION

2810 15 012 A

SEAGROVE ESTATE STAGE 15SOUTHERN SUSTAINABLE DEVELOPMENTSBASS COAST SHIRE COUNCILCUT AND FILL PLAN

J CLOTTU24.11.2017

J CLOTTU

M COYNE24.11.2017

PS812273L

134 Graham Street Wonthaggi VIC 3995ph: 03 5672 1505www.beveridgewilliams.com.auA ISSUED FOR CONSTRUCTION 09.07.18 JC MC

07 28

GREATER THAN 1.5m CUT

1.5-1.0m CUT

1.0-0.8m CUT

0.8-0.6m CUT

0.6-0.4m CUT

0.15-0.2m FILL

0.4-0.6m FILL

0.6-0.8m FILL

0.8-1.0m FILL

1.0-1.5m FILL

GREATER THAN 1.5m FILL

EARTHWORKS LEGEND

GENERAL NOTES:

- EARTHWORKS DEPTHS ARE PRELIMINARY ONLY, AND HAVEBEEN PROVIDED TO GIVE A BASIS OF COMPARISONBETWEEN SURFACES;

- EARTHWORKS DEPTHS WERE CALCULATED ON A SOLIDMEASURE OF THE DEPTH BETWEEN THE ORIGINAL SITE ANDDESIGN SURFACES. NO CONSIDERATION WAS MADE FORPAVEMENT DEPTH, BOXING AND/OR EARTHWORKS ALREADYCARRIED OUT AS PART OF DEVELOPMENT WORKS WITHINPRIOR STAGES

- FILL IS TO BE COMPLETED PRIOR TO SEWER ANDDRAINAGE CONSTRUCTION

0.4-0.15m CUT

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ExEExE

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R 8 R 8

R 105.65 R 59.626R 85.794

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MOD

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525Ø

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7

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300Ø300Ø

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610

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300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

300Ø

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300Ø300Ø300Ø300Ø

375Ø375Ø

2.0m D.E

2.0m D.E2.0m D.E

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D

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566

567

568

569

583

565

584

585

586

601

300Ø

300Ø D

630629

IL19.55

IL20.00

IL20.09

IL20.19

IL20.34

DN150 1 in 164

IL17.8

2

IL17.9

2IL1

9.80

IL19.7

5

IL18.0

0

IL17.9

9IL2

0.05

IL20.0

6

IL18.1

0

IL18.7

2

IL20.3

8

IL20.3

8

IL19.4

9IL2

0.71

IL20.7

1

IL19.5

2

DN15

0

IL21.2

5

1 in 2

4

IL21.2

8CH73.20mSG15/3

IL19.58 IL20.62

IL20.46 IL21.28

13/5/1/14MHCH0.00m

IL18.1

6

IL19.1

7

1 in 4

0DN

150

IL17.90 SG15/2MSCH24.22m

IL17.32

CH0.0

0mSG

14/8

TYPE

4a5.0

0

TYPE

4a5.0

0

TYPE

4a5.2

2

TYPE

4a5.0

0

TYPE

4a4.9

5

TYPE

4a5.0

0

TYPE

4a5.0

0

TYPE

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0

TYPE

4a5.0

0

TYPE

4a5.0

0

TYPE 4a5.00

TYPE 4a5.00

TYPE 4a5.00

TYPE 4a5.00

TYPE 4a5.00

TYPE 4a1.00

TYPE 4a1.00

TYPE 4a2.00

TYPE 4a2.00

TYPE 4a1.00IL22.14

IL22.642.00TYPE 4a

1.00TYPE 4a

IL22.61

1.00TYPE 4a

IL21.00

1.00TYPE 4a

IL21.93

1.00TYPE 4a

IL22.24

IL17.3

0

TYPE

4a1.2

0

TYPE

4a1.2

0

TYPE

4a2.0

0

TYPE

4a5.0

0

TYPE

4a6.2

0

TYPE

4a1.2

0

TYPE

4a5.0

0

TYPE

4a5.0

0

0.85 0.85

2.00

0.85

IL18.0

8

IL19.2

5

IL18.48DN150IL18.67

1 in 65

IL19.35

IL18.70DN150 1 in 37

1 in 29DN150IL18.48

SG15

/2CH

12.27

m

CH15

.73m

SG15

/1MC

CH94

.91m

SG15

/1

IL17.93

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a EX TYPE 4a

EX TYPE 4a

EX TYPE 4a

EX TYPE 4a GAHNIA GROVE

WALLABY GROVE

POA PLACE McKE

NZIE

ROA

D

FIRETAIL GROVE

KOOKABURRA CIRCUIT

WESTERNPORT WATER APPROVEDCONTRACTOR TO CONNECT PROPOSED

SEWER TO Ex STUB IL 17.30 150Ø 1 IN 37.8

WESTERNPORT WATER APPROVEDCONTRACTOR TO CONNECT PROPOSEDSEWER TO Ex STUB IL 18.19 150Ø 1 IN 24

WESTERNPORT WATER APPROVEDCONTRACTOR TO CONNECT PROPOSEDSEWER TO Ex STUB IL 17.20 150Ø 1 IN 160

EX TYPE 4a

EX TYPE 4a

STUB TO BE 1 FULL LENGTH OF PIPEIL19.20 AT A GRADE OF 1 IN 14

STUB TO BE 1 FULL LENGTH OF PIPEIL19.20 AT A GRADE OF 1 IN 42

STUB TO BE 1 FULL LENGTH OF PIPEIL21.28 AT A GRADE OF 1 IN 27

SG15/2/2CH70.85m

A

1 2 6 7 8 9 10 12113 4 5

1 2 6 7 8 9 10 12113 4 5

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

DRAWING No.:

SCALE:

REV

APPROVEDDATEDESCRIPTIONREV

DATE:

DATE:

CHECKED

DRAWN

AUTHORISEDDATE: DATE:

DESIGNED PROJECTNUMBER

MELWAYREFERENCE

APPROVEDDATEDESCRIPTIONREV

Beveridge Williamsdevelopment & environment consultants

BEVERIDGE WILLIAMS REFERENCE:

SHEET OF

1:500 @ A1

ISSUED FOR

CONSTRUCTION

DETAIL PLAN

T

W

EG

INSPECTION SHAFT (IS)MAINTENANCE SHAFT (MS)MAINTENANCE CHAMBER (MC)MAINTENANCE HOLE (MH)

WATER SEALPIPE STUBRETAINING WALLROCK RETAINING WALLWATER MAINSGAS MAINSELECTRICAL CABLESCOMMS CABLESDRAINAGE

SYMBOLS LEGEND

D

COLOUR LEGENDRED 10 SEWERAGE (NEW) INCLUDING NOTESGREEN 94 PROPERTY CONNECTION TEXTMAGENTA 210 EXISTING SEWERAGEORANGE 32 RETAINING WALLSBLACK 0.13 STAGE LOT, ROAD BOUNDARIES, LOT

No, ROAD NAMES, EASEMENTS.BLACK 0.35 PROPERTY CONNECTION PIPESGREY 252 EXISTING LOT & ROAD BOUNDARIESGREY 252 KERBS, FOOTPATHS, DRIVEWAYS,

BOUNDARIES LEVELS AND BATTERS.GREY 252 DRAINAGECOLOUR 42 CONTOURS (1.0m INTERVAL)

WARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

WESTERNPORT WATERBASS COAST SHIRE COUNCIL

SEAGROVE ESTATE STAGE 15SEWER RETICULATION EXTENSION No.4015-15

DETAIL PLAN

02 04

4015-15-S02 B

J CLOTTU20.12.17

J CLOTTU20.12.17

M COYNE20.12.17

M COYNE20.12.17

731 J2

4015-15

4015-15-610-SDET

A ISSUED FOR CONSTRUCTION 08.01.18 M COYNE

B AMENDED ISSUE 10.04.18 MC134 Graham Street Wonthaggi VIC 3995ph: 03 5672 1505www.beveridgewilliams.com.au

ABBREVIATIONS LEGENDFS = Finished Surface LevelIL = Invert LevelTW = Top of Retaining Wall(Levels with no Prefix are ExistingSurface Levels)EP = End of PipeTP = Tangent PointTY = Property Connection TypeF = Flexible Coupling Property

ConnectionBT = Boundary Trap Lot(indicate Boundary Trap Lots afterTY, eg: TY4S- BT)(AC) = As Constructed

PROPERTY SERVICE TYPESTY1a (no jump up & 45°junction fitting)TY1b (no jump up & 60°junction fitting)TY2 (jump up adjacent to main)TY4a (offset jump up & 45°junction fitting)TY4b (offset jump up & 60°junction fitting)TY4S (offset jump up connected to shaft)TY4B (offset jump up connected to base)TYB (no jump up & connected to base)TYS (no jump up & connected to shaft)

TY2F (TY2 with flexible coupling)TY4aF (TY4a with flexible coupling)TY4bF (TY4b with flexible coupling)TY4SF (TY4S with flexible coupling)TY4BF (TY4B with flexible coupling)

10 20

50

50

20100

0

Scale 1:1000 @ A3

Scale 1:500 @ A1

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SS

SS

S

SS

S S S S S S S

GAHNIA GROVE

DD

DD

D

D D D D D D D D

D D D D D DD D

D D D D D

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D

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D

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WALLABY GROVE

POA PLACE

DW

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MOD SM2

MOD SM2

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MOD SM2

MOD SM2 MOD SM2

MOD SM2

MOD SM2

MOD SM2

MOD SM2

R 8

R 8

R 116.35

R 109.65

R 55.626

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ExDExD

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N

D

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R 104.65R 111.35

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ExD

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ExD

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ExD

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R 8

R 8

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ExD

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R 109.65

F

R

2

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.

3

2

600Ø

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1

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.

9

1

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R

1

9

.

3

4

F

R

1

8

.

7

6

300Ø300Ø

7.00 7.00 7.00 7.00 7.00 7.00 6.53 7.00 7.00 8.00

9.009.000.500.508.209.000.500.50

7.007.00

8.009.00

8.00

7.007.00

7.000.50

DW-D

N150

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(M)-7

4.00m

NDW

-DN1

50-P

VC(M

)-74.0

0m

VALVES

150 x 150 TEES

VALVES150 x 150 TEES

VALVES

VALVESHYDRANTS

HYDRANTS

DW-D

N150

-PVC

(M)-7

0.96m

NDW

-DN1

50-P

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)-71.0

7m

CURVEDDW R66.76

NDW R66.39CURVED

DW R52.9NDW R53.3

1

2

3

1

2

3

A

B

HYDRANTS

602

603

604

610

685

657

605

606607

608

609

638

637

636

635

634633

684

611

612

658

632

631

613

614

628

615

627

626

625

646

645

644

643

642

641

640

639

659

660

661

682

683

616

617

618

619

620

621

622

566

567

568

565

630629 DW-DN150-PVC(M)-170.32m

NDW-DN150-PVC(M)-169.51m

CURVEDDW

R102.2

RDW R102.6

C

D

DW-D

N150

-PVC

(M)-9

2.83m

NDW

-DN1

50-P

VC(M

)-76.9

1m

VALVESHYDRANTS

8.009.00

9.000.30

FUTURESTAGE 16

EXISTINGSTAGE 14

EXISTINGSTAGE 13

2.10

2.50

2.50

2.50

BRONZEWING DRIVE

FIRETAIL GROVE

KOOKABURRA CIRCUIT

3.00

CONTRACTOR TO EXTEND WATERMAINCLEAR OF FOOTPATHWORKS TOALLOW FOR FUTURE EXTENSION

A

1 2 6 7 8 9 10 12113 4 5

1 2 6 7 8 9 10 12113 4 5

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

DRAWING No.:

SCALE:

REV

APPROVEDDATEDESCRIPTIONREV

DATE:

DATE:

CHECKED

DRAWN

AUTHORISEDDATE: DATE:

DESIGNED PROJECTNUMBER

MELWAYREFERENCE

APPROVEDDATEDESCRIPTIONREV

Beveridge Williamsdevelopment & environment consultants

BEVERIDGE WILLIAMS REFERENCE:

SHEET OF

AS SHOWN

PRELIMINARY

NOT FOR CONSTRUCTION

3

3

VALVE

REMOVE FITTING

TAPER

SWAB DIRECTION

SWAB INSERTION POINT

SWAB REMOVAL POINT

WATER AUTHORITY HYDRANT. BELOW GROUND.

COUNCIL HYDRANT. BELOW GROUND.

LEGEND

CHLORINATION

ELECTROLYSIS

NON RETURN VALVE

ENDCAP

FERRULE (MALE OUTLET THREAD)

FL DUCKFOOT BEND WITH HYDRANT

SOC WASHOUT BEND WITH HYDRANT

QW WATER QUALITY SAMPLING POINT (DUAL WATER)

CHANGE OF PIPE MATERIAL

N

WESTERNPORT WATERBASS COAST SHIRE COUNCIL

SEAGROVE ESTATE STAGE 15WATER RETICULATION EXTENSION No.4015-15

DETAIL PLAN

02 02

4015-15-W02 P1

J CLOTTU20.12.17

J CLOTTU20.12.17

M COYNE20.12.17

M COYNE20.12.17

731 J2

4015-15

4015-15-710-WDET

P1 ORIGINAL ISSUE 20.12.17 M COYNE

134 Graham Street Wonthaggi VIC 3995ph: 03 5672 1505www.beveridgewilliams.com.au

1:500 @ A1

0 50403020105

SCALENOTE:NDW PROPERTY SERVICES SHALL ALWAYS BELOCATED 0.3 METRES TO THE LEFT OF THE DWPROPERTY SERVICE AS YOU LOOK FROM THEROAD TO THE FRONT OF THE PROPERTY.

AutoCAD SHX Text
23.23
AutoCAD SHX Text
23.07
AutoCAD SHX Text
22.79
AutoCAD SHX Text
22.61
AutoCAD SHX Text
22.79
AutoCAD SHX Text
22.74
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LEGEND

RAINGARDEN PLANTING IN

'TARRAWINGEE PEBBLES' GRAVEL

MULCH (Ephemeral zone)

Refer Detail G, L05

SEEDED GRASS

PROPOSED TREES AND SHRUBS

GARDEN BEDS - REFER TO

L02 - L04 FOR PLAN SPECIES AND

LAYOUT

T

G

W

E

TELSTRA

WATER

ELECTRICITY

DRAINAGE

GAS

TIMBER EDGE Refer Detail C, L05

T

E

ELECTRICITY / STREET LIGHTS

STAGE BOUNDARY

PLANT SCHEDULE (STREET TREE)

CODE BOTANICAL NAME COMMON NAME HEIGHT X WIDTH POT SIZEQTY

Street Trees

A.m.

Acacia melanoxylon

Blackwood 10-15 x 5-7m 45L 28

A.v. Allocasuarina verticillata

Drooping Sheoak

5-8 x 4-7m 45L 15

B.m.

Banksia marginata Silver Marginata

5 x 4m 400 mm 6

E.l.

Eucalyptus leucoxylon 'Euky

Dwarf'

Dwarf Yellow Gum 6 x 5m 400 mm 5

TYPICAL TREE OFFSETS

ITEM

Service crossing

Driveway crossover

Light pole

Fire plug

Intersection

DISTANCE

2.0m

4.0m

5.0m

2.0m

10.0m

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

WARNING

APPROXIMATE ONLY AND THEIR EXACT POSITION

THE LOCATIONS OF UNDERGROUND SERVICES ARE

BEWARE OF UNDERGROUND SERVICES

S

E

R

V

I

C

N

E

CA

L

O

E

N

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U

O

L

C

NI

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D

I

G

F

O

RE

Y

C

A

L

L

B

E

M

E

L

B

F

R

E

E

C

A

L

L

1

1

0

0

E

FUTURE STAGE 16

T T T T T T T TT T T T

E E E E E E E E

E E E E

SS

SS

S

E

E

TT

T

NDW

NDW

NDWNDW

NDW

DWDW

DWDW

DW

GG

GG

G

TT

TT

TT

EE

EE

EE

S S S

SS

S

GG

GG

GG

DWDW

DWDW

DWNDW

NDWNDW

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G G G GDW DW DW DW DW DW

DW DW DW

S S S S S S S S S

SCSC

SC

SC

SC

NDW NDW NDW NDW NDW NDW NDW

NDW NDW NDW

DD

DD

D

D D D D D D D D D D

D D D D D DD

DD

D D D D D D

DD

DD

DD

DDD

DD

DD

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GG

GG

GG

NDWNDW

NDWNDW

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DWDW

DW

2.0m D.E

2.0m D.E2.0m D.E

3.0m S & D.E

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

D

D D D D D D

SC

SC

SC

D

DW

DW

DW

DW

DW

DW

DW

DW

NDW

DW

DW

DW

DW

NDW

NDW

NDW

NDW

ND

W

ND

W

ND

W

ND

W

ND

W

ND

W

ND

W

ND

W

DW

DW

DW

D

W

DW

DW

DW

DW

DW

DW

ND

W

ND

W

ND

W

ND

W

ND

W

ND

W

N

D

W

ND

W

ND

W

ND

W

DW

DW

NDW

DW

NDW

DW

NDW

DW

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DW

NDW

DW

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DW

NDW

DW

NDW

GWR

GWR

GWR

GWR

SC

SC

SC

DWNDWT

TE

E

EE

EE

EE

POA PLACE

685

657

638

637

636

635

634633

684

658

632

631

628

627

626

625

646

645

644

643

642

641

640

639

659

660

661

682

683

630629

1 x A.v.

2xE.l.

1 x A.v.

1 x A.v.

1 x A.m.

1xE.l.

3 x B.m.

1 x A.v.

3 x A.m.

1 x A.v.

1 x A.m.1 x A.m. 2 x E.l.

1 x A.v. 1 x A.m.

1 x A.v.1 x A.m.

1 x A.v.

1 x A.v.

1 x A.m.

1 x A.v.

1 x A.m.

1 x A.v.

1 x A.m.

1 x A.v.

1 x A.v.

1 x A.m.

1 x A.m.

2 x A.m.

1 x A.m.

EX

IS

TIN

G S

TA

GE

16

FUTURE STAGE 16

EXISTING STAGE 13

WALLABY GROVEGAHNIA GROVE

1 x A.m.

3 x B.m.

McKENZIE ROAD

1 x A.v.

WALLABY GROVE

1 x A.m.

1 x A.m.

1 x A.m.

1 x A.v.

1 x A.m.

1 x A.m.

1 x A.m.

1 x A.m.

1 x A.m.

1 x A.m.

1 x A.m.

3 x B.m.

2 x B.m.

T

E

T

E

T

E

T

E

T

E

T

E

TE

T

E

T

E

T

E

T

E

T

E

T

E

TE

T

E

T

E

T

E

T

E

TE

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

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T

E

T

E

T

E

T

E

T

E

T

E

T

E

TE

ESTABLISHMENT & MAINTENANCE NOTES

1. The Contractor must verify all dimensions on site and immediately

report any discrepancies to the Project Manager.

2. The site is to be cleared of all debris and builder's rubble.

3. All weed species on site shall be eradicated.

4. Prior to spreading any top soil the areas for lawn and garden beds shall

be ripped to a depth of 150mm and 200mm respectively if required.

5. Supply and install topsoil from site stockpile or within 1km of the site to

all grassed and planting areas to a depth of 150mm and 200mm

respectively. If site / local topsoil is not available import good quality

sandy loam topsoil.

6. Supply and install 70x10mm redgum hardwood edging held in place

with 400mm heavy duty hardwood stakes and galvanised screws at 1m

centres to all grass / garden bed interfaces.

7. The Contractor must verify all plant quantities prior to ordering.

8. All plant species shall be true to type and there should be no alterations

or substitutions of nominated species or cultivars without the written

consent of the Landscape Architect.

9. All plant stock must be checked by the Contractor and must be healthy

and disease free.

10. Planting must be undertaken in accordance with sound horticultural

practices, as per the planting details.

11. Supply and install 20mm diameter 80mm depth approved fine grade

Eucamulch to all garden beds, planting areas and tree watering bowls.

12. All plants must be thoroughly hand watered immediately after planting.

The Contractor must check current water restrictions and ensure there

is an adequate supply of water suitable for plants.

13. The Landscape Contractor should provide a minimum 13 week

maintenance program during which time any dead, dying or diseased

plant material is replaced, litter is removed, weeds are eradicated and

watering system is checked.

14. Regular maintenance must be undertaken for a 2 year period to remove

weed species and litter, and replace any dead or diseased plants and

top up mulch. Tip-prune shrubs regularly to maintain compact growth

habit and cut back flaxes, lilies etc biannually.

GENERAL NOTES

1. This plan is subject to approval by Council.

2. The Landscape Contractor must refer to civil engineering drawings for

set out of roads (and / or carpark areas) and all infrastructure.

3. This plan is intended for soft landscaping and associated landscape

materials and must not be used for any other purposes.

4. The Landscape Contractor must determine the location of all

underground services prior to commencing any work on site and shall

be liable for any damage to services or conduits.

5. The Landscape Contractor must immediately report any perceived

errors or omissions in the landscape drawings to the Project Manager

and Client.

6. Where any conflict occurs between proposed tree locations and

infrastructure, such as light poles or powerlines, tree(s) must be

relocated or removed.

AUSNET Electrical Infrastructure and

Street Tree Coordination

Installation of street trees shown proposed in this plan to be done in conjunctionwithapproved “As Constructed” electrical plans, provided by the ElectricalEngineer. Landscape ArchitectTo approve final locations of street trees prior to installation on site and advisecontractor and council ofReductions in street tree's approved in the endorsed landscape plan.

N

© COPYRIGHT All rights reserved.Beveridge Williams & CO Pty Ltd has granted a licence to theprincipal to use this document for its intended purpose.No unauthorized copying is permitted. Beveridge Williams

development & environment consultantsDrawn

Designed

Approved

DateK:\JOBS DATA\4015 - SEAGROVE ESTATE\_LAN\15\CAD\4015-15 LP 01 CURRENT.DWG

1 Glenferrie RoadMalvern, Victoria 3144ph : 03 9524 8888www.beveridgewilliams.com.au

Rev Description Date By App.

DrawingTitle

ProjectName

Client

Rev Description Date By App.

Project Ref. Drawing No. Rev.

Scale

Drawing Ref.04.07.2018

L.STEPTO

P.LEE

L.STEPTOSEAGROVE ESTATE- STAGE 15

STAGE 15 STREET TREE PLANSOUTHERN SUSTAINABLE DEVELOPMENTS (COWES) PTY LTD

P24015-ST15 L01

KEY PLAN

FOR APPROVAL

0 10 20 30 4010 50 60m

1:500 @ A1

STAGE 15

RAINGARDEN TYPICALPLANTING PLAN

REFER TO DETAIL G/L05

RAINGARDEN TYPICALPLANTING PLAN

REFER TO DETAIL G/L05

RAINGARDEN TYPICALPLANTING PLAN

REFER TO DETAIL G/L05

RAINGARDEN TYPICALPLANTING PLAN

REFER TO DETAIL G/L05

PRELIMINARY

07.08.2018 P.L L.SClient ApprovalP1 18.09.2018 P.L L.SClient ReviewP2

L02

L03

L04

Page 6: WALLABY GROVE GAHNIA GROVE POA PLACEseagrove.com.au/assets/stage15eng.pdf · poa place r 54.65 r 61.35 dw dw dw dw dw dw dw dw ndw dw dw dw dw ndw ndw ndw ndw ndw ndw ndw ndw ndw

LEGEND

RAINGARDEN PLANTING IN

'TARRAWINGEE PEBBLES' GRAVEL

MULCH (Ephemeral zone)

Refer Detail G, L05

SEEDED GRASS

PROPOSED TREES REFER TO L01

GARDEN BEDS - REFER TO

L02 - L04 FOR PLANT SPECIES AND

LAYOUT

T

G

W

E

TELSTRA

WATER

ELECTRICITY

DRAINAGE

GAS

TIMBER EDGE Refer Detail C, L05

T

E

ELECTRICITY / STREET LIGHTS

STAGE BOUNDARY

SCSC

SC

SC

SC GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

SC

SC

SC

GWR

GWR

GWR

GWR

SC

SC

SC

T T T T T T T T T T T TE E E E E E E E E E E E

EE

EE

E

E

E

E

TT

TT

TT

T

T

T

NDW

NDW

NDW

NDW

NDW

NDWNDW

NDWNDW

NDWNDW

NDWNDW

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DW

DW

DW

DWDW

DWDW

DWDW

DWDW

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GG

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DW DW DW DW DW DW DW DW DW DW DW DW DWS S S S S S S S S S S S S S S

NDW NDW NDW NDW NDW NDW NDW NDW NDW NDW NDW NDW NDW NDW

D

D

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D D D D D D D D D D D

D D D D D D D D D D D D D D

DD D D D D D D D D D D D

D

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2.0m D.E

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D

D

D

D

D D D D D D D D D D D

D

D

D

D

S

TT

TT

TT

EE

EE

EE

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POA PLACE

632

631

628

627

626

625

646

645

644

630

629

EX

IS

TIN

G S

TA

GE

16

FUTURE STAGE 16

EXISTING STAGE 13

WALLABY GROVE

12 x L.g.

10 x L.t.

11 x P.o.

7 x F.n.

8 x D.r.

11 x L.t.

11 x L.g.

23 x P.o.

18 x P.l.

9 x F.n.

21 x P.o.

11 x F.n.

10 x P.l.

14 x P.o.

23 x L.t.

17 x P.o.

11 x D.r.

7 x F.n.

6 x D.r.

9 x P.l.

17 x P.o.

16 x L.g.

23 x L.t.

14 x D.r.

13 x P.o.

16 x L.g.

47 xD.r.

36 x P.l.17 x L.g.

29 x P.o.

12 x L.t.

17 x L.t.35 x L.g.

21 x F.n.

40 x P.o.

11 x L.t.

14 xF.n.

17 x P.o.

9 x F.n.

11 x L.t.

15 x P.o.

12 x P.l.

12 x F.n.

24 x P.o.

10 x P.l.

11 x F.n.

23 x P.o.

T

E

T

E

T

E

T

E

T

E

T

E

TE

T

E

T

E

T

E

T

E

T

E

T

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T

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14 x P.o.

PLANT SCHEDULE

CODE BOTANICAL NAME COMMON NAME HEIGHT X WIDTH % MIX & DENSITY POT SIZEQTY

Tussocks & groundcovers

D.r. Dianella revoluta var brevicaulis

Black-anther Flax Lily

0.8x0.8m 3/m² Tube 304

F.n. Ficinia nodosa

Nobby Club Rush

1x0.8m 3/m² Tube 335

L.g. Lepidosperma gladiatum Coast Sword Sedge

1x1.5m 3/m² Tube 164

L.t. Lomandra Tanika

Spiney Headed Mat Rush

1x1.2m 3/m² Tube 110

P.l. Poa labillardieri Common Tussock Grass 1x1m 3/m² Tube 161

P.o. Patersonia occidentalis

Purple Flag

0.3x0.5m 3/m² Tube 657

TYPICAL TREE OFFSETS

ITEM

Service crossing

Driveway crossover

Light pole

Fire plug

Intersection

DISTANCE

2.0m

4.0m

5.0m

2.0m

10.0m

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

WARNING

APPROXIMATE ONLY AND THEIR EXACT POSITION

THE LOCATIONS OF UNDERGROUND SERVICES ARE

BEWARE OF UNDERGROUND SERVICES

S

E

R

V

I

C

N

E

CA

L

O

E

N

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U

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L

C

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A

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1

0

0

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N

© COPYRIGHT All rights reserved.Beveridge Williams & CO Pty Ltd has granted a licence to theprincipal to use this document for its intended purpose.No unauthorized copying is permitted. Beveridge Williams

development & environment consultantsDrawn

Designed

Approved

DateK:\JOBS DATA\4015 - SEAGROVE ESTATE\_LAN\15\CAD\4015-15 LP 01 CURRENT.DWG

1 Glenferrie RoadMalvern, Victoria 3144ph : 03 9524 8888www.beveridgewilliams.com.au

Rev Description Date By App.

DrawingTitle

ProjectName

Client

Rev Description Date By App.

Project Ref. Drawing No. Rev.

Scale

Drawing Ref.04.07.2018

L.STEPTO

P.LEE

L.STEPTOSEAGROVE ESTATE- STAGE 15

STAGE 15 LANDSCAPE PLAN 1SOUTHERN SUSTAINABLE DEVELOPMENTS (COWES) PTY LTD

P24015-ST15 L02

KEY PLAN

FOR APPROVAL

0 4 8 12 164 20 24m

1:200 @ A1

RE

FE

R D

RA

WIN

G L03

RAINGARDEN

TYPICALPLANTING PLAN

REFER TO DETAIL G/L05

685

657

638637636635634633

684658

632631

628

627

626

625

646 645 644643 642 641 640 639

659

660

661

682

683

630629

PRELIMINARY

07.08.2018 P.L L.SClient ApprovalP1 18.09.2018 P.L L.SClient ReviewP2

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SCSC

SC

SC

SC GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

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SC

SC

GWR

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GWR

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SC

SC

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TT

T T T T T T T T T

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S S S S S

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NDW NDW NDW NDW NDW

NDWNDW

NDW NDW NDW NDW NDW NDW NDW NDW NDW NDW

D D D D D D DD

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D

D

D

D D D DD

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D D D D D

D D D

DDDDDDDDDDD

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D

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D D D D D

DW

DW

DW

DW

ND

W

ND

W

ND

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ND

W

ND

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DW

DW

DW

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DW

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ND

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ND

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ND

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638

637

636

635

634

633

643

642

641

640

639

GAHNIA GROVE

WALLABY GROVE

30xP.l.

9 x L.t.

13 xF.n.

18 x P.o.

10 x L.g.

4 x D.r.

24 x P.o.

20 x L.t.

21 x P.l. 11 x F.n.

7 x D.r.

24 x P.l. 26 x L.t.

37 x P.o.

26 x P.o.

28 x L.t.

15 x D.r.

6 x L.g.

6 x D.r.

5 x L.g.

15 x P.o.

9 x F.n.

6 x D.r.

7 x D.r.

19 x P.l.

19 x L.t.

25 x P.o.

12 x P.l.

10 x D.r.

10 x F.n.

15 x P.l.

15 x D.r.

16 x F.n.

12 x D.r.

19 x L.t.

22 x P.o.

6 x D.r.

9 x L.t.

9 x P.o.

T

E

T

E

TE

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

10 x F.n.

15 x P.o.

LEGEND

RAINGARDEN PLANTING IN

'TARRAWINGEE PEBBLES' GRAVEL

MULCH (Ephemeral zone)

Refer Detail G, L05

SEEDED GRASS

PROPOSED TREES REFER TO L01

GARDEN BEDS - REFER TO

L02 - L04 FOR PLANT SPECIES AND

LAYOUT

T

G

W

E

TELSTRA

WATER

ELECTRICITY

DRAINAGE

GAS

TIMBER EDGE Refer Detail C, L05

T

E

ELECTRICITY / STREET LIGHTS

STAGE BOUNDARY

TYPICAL TREE OFFSETS

ITEM

Service crossing

Driveway crossover

Light pole

Fire plug

Intersection

DISTANCE

2.0m

4.0m

5.0m

2.0m

10.0m

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

WARNING

APPROXIMATE ONLY AND THEIR EXACT POSITION

THE LOCATIONS OF UNDERGROUND SERVICES ARE

BEWARE OF UNDERGROUND SERVICES

S

E

R

V

I

C

N

E

CA

L

O

E

N

R

U

O

L

C

NI

O

U

D

I

G

F

O

RE

Y

C

A

L

L

B

E

M

E

L

B

F

R

E

E

C

A

L

L

1

1

0

0

E

N

© COPYRIGHT All rights reserved.Beveridge Williams & CO Pty Ltd has granted a licence to theprincipal to use this document for its intended purpose.No unauthorized copying is permitted. Beveridge Williams

development & environment consultantsDrawn

Designed

Approved

DateK:\JOBS DATA\4015 - SEAGROVE ESTATE\_LAN\15\CAD\4015-15 LP 01 CURRENT.DWG

1 Glenferrie RoadMalvern, Victoria 3144ph : 03 9524 8888www.beveridgewilliams.com.au

Rev Description Date By App.

DrawingTitle

ProjectName

Client

Rev Description Date By App.

Project Ref. Drawing No. Rev.

Scale

Drawing Ref.04.07.2018

L.STEPTO

P.LEE

L.STEPTOSEAGROVE ESTATE- STAGE 15

STAGE 15 LANDSCAPE PLAN 2SOUTHERN SUSTAINABLE DEVELOPMENTS (COWES) PTY LTD

P24015-ST15 L03

KEY PLAN

FOR APPROVAL

0 4 8 12 164 20 24m

1:200 @ A1

RE

FE

R D

RA

WIN

G L04

RE

FE

R D

RA

WIN

G L02

EXISTING STAGE 13

FUTURE STAGE 16

685

657

638637636635634633

684658

632631

628

627

626

625

646 645 644643 642 641 640 639

659

660

661

682

683

630629

PRELIMINARY

07.08.2018 P.L L.SClient ApprovalP1 18.09.2018 P.L L.SClient ReviewP2

Page 8: WALLABY GROVE GAHNIA GROVE POA PLACEseagrove.com.au/assets/stage15eng.pdf · poa place r 54.65 r 61.35 dw dw dw dw dw dw dw dw ndw dw dw dw dw ndw ndw ndw ndw ndw ndw ndw ndw ndw

SCSC

SC

SC

SC GWR

GWR

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GWR

GWR

GWR

GWR

SC

SC

SC

GWR

GWR

GWR

GWR

SC

SC

SC

FUTURE STAGE 16

E

SS

SS

SS

SS

SS

SS

SST

TT

TT

TT

TT

TT

TT

TT

TE

EE

EE

EE

EE

EE

EE

EE

GG

GG

GG

GG

GG

GG

GG

G

DWDW

DWDW

DWDW

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DWDW

DWDW

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NDWNDW

NDWNDW

NDWNDW

NDWNDW

NDWNDW

NDWNDW

G G GDW DW DW

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DD

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DD

DD

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NDWNDW

NDWNDW

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NDWNDW

DWDW

DWDW

DWDW

DWDW

DWDW

DWDW

DW

3.0m S & D.E

SCSC

SCSC

SCSC

GWR

GWR

GWR

GWR

GWR

DD

DW

NDW

DD

DW

NDW

DW

NDW

DW

NDW

DW

NDW

DW

NDW

DW

NDW

DW

NDW

DW

NDW

GWRGWR

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GWRGWR

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SCSC

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EE

EE

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EE

EE

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685

657

684

658

659

660

661

682

683

GAHNIA GROVE

McKENZIE ROAD

12 x L.g.

11 x L.g.

9 x L.g.

9 x L.g.

14 x L.g.

20 x L.g.

20 x L.g.

17 x P.o.

8 x L.g.

8 x D.r.

13 x F.n.

10 x P.o.

7 x D.r.

9 x P.l.

12 x D.r.

19 x L.t.

30 x P.o.

15 x L.g.

5 x P.o.

4 x L.g.

4 x L.t.

24 x P.o.

30 x D.r.

15 x P.l.

9 x P.l.

29 x P.o.

21 x D.r.

39 x D.r.

37 x F.n.

22 x P.o.

9 x L.t.

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

T

E

LEGEND

RAINGARDEN PLANTING IN

'TARRAWINGEE PEBBLES' GRAVEL

MULCH (Ephemeral zone)

Refer Detail G, L05

SEEDED GRASS

PROPOSED TREES REFER TO L01

GARDEN BEDS - REFER TO

L02 - L04 FOR PLANT SPECIES AND

LAYOUT

T

G

W

E

TELSTRA

WATER

ELECTRICITY

DRAINAGE

GAS

TIMBER EDGE Refer Detail C, L05

T

E

ELECTRICITY / STREET LIGHTS

STAGE BOUNDARY

TYPICAL TREE OFFSETS

ITEM

Service crossing

Driveway crossover

Light pole

Fire plug

Intersection

DISTANCE

2.0m

4.0m

5.0m

2.0m

10.0m

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

WARNING

APPROXIMATE ONLY AND THEIR EXACT POSITION

THE LOCATIONS OF UNDERGROUND SERVICES ARE

BEWARE OF UNDERGROUND SERVICES

S

E

R

V

I

C

N

E

CA

L

O

E

N

R

U

O

L

C

NI

O

U

D

I

G

F

O

RE

Y

C

A

L

L

B

E

M

E

L

B

F

R

E

E

C

A

L

L

1

1

0

0

E

N

© COPYRIGHT All rights reserved.Beveridge Williams & CO Pty Ltd has granted a licence to theprincipal to use this document for its intended purpose.No unauthorized copying is permitted. Beveridge Williams

development & environment consultantsDrawn

Designed

Approved

DateK:\JOBS DATA\4015 - SEAGROVE ESTATE\_LAN\15\CAD\4015-15 LP 01 CURRENT.DWG

1 Glenferrie RoadMalvern, Victoria 3144ph : 03 9524 8888www.beveridgewilliams.com.au

Rev Description Date By App.

DrawingTitle

ProjectName

Client

Rev Description Date By App.

Project Ref. Drawing No. Rev.

Scale

Drawing Ref.04.07.2018

L.STEPTO

P.LEE

L.STEPTOSEAGROVE ESTATE- STAGE 15

STAGE 15 LANDSCAPE PLAN 3SOUTHERN SUSTAINABLE DEVELOPMENTS (COWES) PTY LTD

P24015-ST15 L04

KEY PLAN

FOR APPROVAL

0 4 8 12 164 20 24m

1:200 @ A1

RE

FE

R D

RA

WIN

G L03

EXISTING STAGE 13

FUTURE STAGE 16

685

657

638637636635634633

684658

632631

628

627

626

625

646 645 644643 642 641 640 639

659

660

661

682

683

630629

PRELIMINARY

07.08.2018 P.L L.SClient ApprovalP1 18.09.2018 P.L L.SClient ReviewP2