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608
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632
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NZIE
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21.58
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20.97
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22.40
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EE
EE
EE
MOD
SM2
MOD
SM2
TBM
ENRL
1STEEL STAR PICKET
1320.3431099.712
22.961TBM
ENRL
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
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
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
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
ExEExE
ExTExT
ExT
ExG
ExE
ExE
ExT
ExT
ExG
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
ExD
300Ø
ExE
ExDWExDW
ExDW
ExG
ExG
ExG
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ExDW
ExDW
ExDW
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ExG
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ExE
ExT
ExT
ExG
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
ExD
300Ø
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ExDW
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ExG
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ExDW
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ExDW
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Ag
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ExG
ExGExG
ExGExG
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ExDExD
300Ø
300Ø 300Ø
375Ø
300Ø
300Ø
300Ø
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300Ø
300Ø
ExTExT
ExTExE
ExEExE
R 8 R 8
R 105.65 R 59.626R 85.794
R 8
R 8
R 19
5.35
R 18
8.65
MOD SM2SM3
SM3
MOD B2
MOD SM2
MOD
SM2
M2 MOD
B2
MOD
SM2
MOD
SM2
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ExD
ExD
525Ø
525Ø
525Ø
525Ø
525Ø
450Ø450Ø 450Ø
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ExDWExDW
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R 112.35
R 112.35
MOD SM2
R 105.65
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450Ø
ExD
ExD
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ExE
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ExE
ExE
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ExE
ExE
ExT
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ExG
ExG
ExG
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ExG
ExG
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ExT
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ExT
ExT
ExT
ExT
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ExT
ExT
ExE
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ExG ExGExDW ExDW
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ExG
ExG
ExG
ExG
ExDW
ExDW
ExGExG
ExG
300Ø
ExG
ExG
300Ø
450Ø
300Ø
375Ø
300Ø
375Ø
525Ø600Ø
600Ø
300Ø
300Ø
ExEExT
ExDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExDW 375Ø
300Ø
300Ø
300Ø
300Ø300Ø
300Ø
300Ø
300Ø
ExD
ExD
ExD
ExD
ExD
ExD
ExD
ExDExD
ExD
ExDExD
ExD
600Ø
450Ø
300Ø
ExD
300Ø
F
R
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0
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3
2
F
R
1
9
.
9
1
F
R
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.
3
4
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1
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7
6
300Ø300Ø
602
603
604
610
685
657
605
606
607
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
DD
DD
D
D D D D D D D D
D D D D D DD D
D D D D D
DD
DD
D
DDD
DD
DD
300Ø
375Ø 300Ø
300Ø
375Ø
300Ø
375Ø
300Ø
300Ø
300Ø
300Ø 300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø300Ø300Ø300Ø
375Ø375Ø
2.0m D.E
2.0m D.E2.0m D.E
3.0m S & D.E
D
D D D D D
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
4a5.0
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
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
DD
DD
D
DDD
DD
DD
D
D D D D D
D
S
WALLABY GROVE
POA PLACE
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
NDW
DW
NDW
DW
NDW
DW
NDW
DW
NDW
McKE
NZIE
ROA
D
ExS
ExS
ExDW ExDWExNDW ExNDW
ExS
ExS
ExS
ExDW
ExDW
ExND
W
ExND
W
300Ø
MOD SM2
MOD SM2
MOD SM2
MOD SM2MOD SM2
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
ExD ExD
ExDExD
Ag
ExDWExDW
ExNDWExNDW
ExS
ExSExD ExD
ExDExD
ExD
ExD
ExDWExDW
ExDWExDW
ExNDWExNDWExNDW
ND
W
DW
DW
DW
DW
DW
DW
DW
DW
DW
ND
W
ND
W
ND
W
ND
W
ND
W
ND
W
ND
W
ND
W
ExS
ExS ExS ExS
ExS ExS ExS
ExD
ExD
ExS
ExSExS
ExS
ExS
ExSExS
ExSExS
ExS
D
W
N
D
W
D
W
D
W
D
W
D
W
D
W
D
W
DW
DW
DW
DW
DW
N
D
W
N
D
W
N
D
W
N
D
W
N
D
W
N
D
W
NDW
NDW
NDW
NDW
NDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExND
W
ExNDWExNDW
ExNDWExNDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExNDW
ExNDW
ExNDW
ExNDW
ExNDW
ExNDW
D
W
N
D
W
R 104.65R 111.35
300Ø
300Ø
ExD
ExD
ExD
ExD
ExD
ExD
ExDExD
ExD
ExDExD
ExD
ExD
R 8
R 8
R 8
R 8
R 14.85
ExD ExDExD ExD
ExD
300Ø
R 109.65
F
R
2
0
.
3
2
600Ø
F
R
1
9
.
9
1
F
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
-PVC
(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
VC(M
)-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.
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
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
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
NDWNDW
G G G G G G
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
D
GG
GG
GG
NDWNDW
NDWNDW
DWDW
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
NDW
DW
NDW
DW
NDW
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
E
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
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
DWDW
DW
DW
DW
DWDW
DWDW
DWDW
DWDW
G
G
GG
GG
GG
GG
GG
GG
SS
SS
SS
SS
G G G G G G G G G G G G G
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
DD
DD
DD
DD
DD
DD
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 D D D D D D D D
DD D D D D D D D D D D D
D
D
2.0m D.E
2.0m D.E
D
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
E
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
E
TE
T
E
T
E
T
E
TE
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
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 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
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 TT
TT
T T T T T T T T T
E E E E E E EE
EE
E E E E E E E E E
TT
TT
TT
TT
TT
TT
TT
TT
EE
EE
EE
EE
EE
EE
EE
E
SS S S S S S
G G G
G
GG
G G G G G G G G G G G
DW DW DW
DWDW
DW DW DW DW DW DW DW DW DW DW
S S S S S
SS
S
NDW NDW NDW NDW NDW
NDWNDW
NDW NDW NDW NDW NDW NDW NDW NDW NDW NDW
D D D D D D DD
D D D D D D D D
D
D
D
D D D DD
DD
DD
D D D D D
D D D
DDDDDDDDDDD
D
D
D
D
2.0m D.E
D D D D D
DW
DW
DW
DW
ND
W
ND
W
ND
W
ND
W
ND
W
DW
DW
DW
D
W
DW
DW
ND
W
ND
W
N
D
W
ND
W
ND
W
ND
W
DW
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
SCSC
SC
SC
SC GWR
GWR
GWR
GWR
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
DWDW
DWDW
DWDW
DWDW
NDWNDW
NDWNDW
NDWNDW
NDWNDW
NDWNDW
NDWNDW
NDWNDW
G G GDW DW DW
NDW NDW NDW
D
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
D
GG
GG
GG
GG
GG
GG
GG
GG
NDWNDW
NDWNDW
NDWNDW
NDWNDW
NDWNDW
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
GWRGWR
GWRGWR
GWRGWR
SCSC
SCSC
SCSC
DWDW
DWNDW
NDWE
EE
EE
EE
EE
EE
EE
EE
E
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