ExG Ex NDW ExD ExD W
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H
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900Ø
300Ø
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300Ø
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GWR
300Ø
ExExD NDWW
GWR
GWR
GWR
GWR
GWR
ExD Ex ND Ex W GW S
GWR
GWR
GWR
GWR
ExE
GWR
300Ø GWR
GWR
ExE ExO
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GWR
H GWR
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600 B2
1050Ø
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G
S
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G NDW S
DW
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600 B2
21.93 FS21.93
21.93 FS22.05 21.79 FS21.75 FR21.77
H
823
ExNDW ExDW ExG
10. ExDW ExG
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21.76 FS21.18
S
9. GWR
GWR
21.74 FS21.48
8.
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21.86 FS21.26
GWR
ExO ExE
822
6.
ExD ExG W
ExS
GWR
GWR
G
ExO ExE
21.83 FS21.34
ExS
225Ø
G
S DW NDW
G
S
DW NDW
PPROAC H
D
GLEBE A
S 2.5m S.E
821
21.72 FS21.56
D
21.57 FS21.56
DW ExEx ND W ExG S
ExO
21.98 FS22.20 GWR
H
GWR
21.51 FS21.43
D
21.70 FS21.78
21.56 FS21.41 GWR
21.80 FS21.64
5.
7.
GWR
EXISTING STAGE 6
>
/
/
21.86 FS21.99
1.00
21.58 FS21.57
21.67 FS21.77
21.81 FS21.84
S.E
D
D
21.95 FS22.10
D
DW
NDW G
DW
3.0m D &
21.90 FS21.83 FR21.93
22.00 FS21.90 FR22.06 GWR
H
H
GWR
GWR
21.72 FS21.91 FR21.75
GWR
21.93 FS22.07
21.81 FS22.00 FR21.83 1.00m RIDGE
1.00
GWR
21.99 FS22.14
GWR
G
2.5m S.E
22.04 FR22.18 FS21.98
R
H 1.50m RIDGE 22.08 FS22.05 GW FR22.30
H
GWR
H
22.12 FS22.13 GWR FR22.43
22.17 FS22.21 FR22.58
2.50m RIDGE GWR
22.20 FS22.29 FR22.71 H
16.00
22.01 FS22.32
22.07 FS22.45
22.16 FS22.58
22.25 FS22.70
22.35 FS22.85
D
G
NDW
G DW
NDW
G DW
NDW
DW
1.00
H
G DW
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DWG
NDW
DW G
DW G NDW D
D
D
D
D
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GWR
22.06 FS22.28
D
21.47 FS21.57
2.0m D.E
834
820
GWR
GWR
21.63 FS21.50
S
GWR
21.83 FS21.41
>
/
D
D
DW NDW G
>
4. GWR
>
S
21.85 FS21.71
>
21.63 FS21.80
S
819
GWR
>
TREE RESERVE
21.68 FS21.60
833
E O
SLOW
S
R8 .6
21.69 FS21.65
21.51 FS21.83
832
S
21.82 FS21.50
3.
>
K5
21.57 FS21.86
DW NDW
21.58 FS21.79
H
22.44 FS23.02
>
21.65 FS21.82
OE
22.16 FS22.37
21.86 FS21.80
H
R8 .6
900Ø
225Ø Ex 2.0 m D.E
1.00m RIDGE
FS23.30 22.83 FR23.10 16.00
D
E O
>
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831
2.10
826
GWR
GWR
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2.
>
829
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DW NDW
21.81 FS21.58
818 GWR
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GWR
828
S
22.07 FS22.17
O E
1.
GWR
21.93 FS21.88
815 21 FS .90 FS21.68 21.74 21.88
NOTES:
>
827
22.19 FS22.47
DWW ND
EO
600 B2
OP
21.85 FS21.84
OE
22.11 FS22.23
GWR
EO
21.83 FS22.04
GWR
>
DW ND W
814
300Ø
>
THICKET LO
TREE PROTECTION ZONE (TPZ)
817
H
D E O
GWR
ExO
GWR
EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK PROPOSED DRIVEWAY
>
NDDW W S
S
22.24 FS22.40 22.25 FS22.54
O E
16.00
GWR
STRUCTURAL EARTHWORKS REQUIRED AND ALLOTMENT TO BE GRADED EVENLY IN DIRECTION OF FALL TO LEVELS INDICATED
LIMIT OF WORKS
>
600 B2
EO
813
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 RIDGE LINE RETAINING WALL ZERO LOT LINES PAVEMENT TREATMENT STRUCTURAL FILL > 200mm DEEP EX. STRUCTURAL FILL > 200mm DEEP DIRECTION OF FALL OVERLAND FLOW
>
EO
812
21.72 FS21.66
>
S
EO
600 B2
816
811
21.84 FS21.92 21.90 FS21.93
ExS
GAS WATER RECYCLED WATER EXISTING ELECTRICITY (UNDERGROUND) EXISTING ELECTRICITY (OVERHEAD) EXISTING GAS EXISTING OPTIC FIBRE EXISTING TELECOMMUNICATIONS EXISTING WATER EXISTING RECYCLED WATER
CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER
ExG
>
807
ExS
809 810
ExE Ex O
808
ExS
H
600 B2
ExE Ex O
ExEx DW NDW
5Ø
S
22.33 FS22.84
ExS
H
R8
ExE Ex O
>Ex ExD > WW D ExND ExG ExS
H
ND G W
675Ø
>
67
ExS
H
NDW DW G
ExE Ex O
GWR
H
PLACE RALSTOND E O
ExND Ex W ExGDW ExD
> ExND DWW > ExD > Ex ExG ExS
P2
H
G NDW
ExG ExExD ND W W ExD
H
675Ø
H
D E O
ExS
> ExG
>
E O
0Ø
30
300Ø
> ExD
ExS
806
22.48 FS22.55
E O
> ExND DW Ex W
H
R20.45
> ExG
>
LOOP
>
H
THICKET
> ExD W ExExD NDW S
ExO ExE
ExE Ex O
H
600 B2
> ExG
Ex 2.5m S.E
ExS
22.45 FS22.94
S
E O
ExO ExE
H
NDW DW G
300Ø
Ex ExO E
675Ø
H
GWR
16.00
ExO ExE
H
805
22.53 FS22.64
R8
PLACE
H
H
DW NDW
SHELTER
H
22.54 FS22.74 GWR
R8 .6
G
H
ExD ExDW ExG ExND W S
EXISTING STAGE 5
22.40 FS22.97
22.37 FS22.47 22.30 FS22.40
DW ND W
ExO ExE
675Ø
ExND DWW Ex ExG ExS
H
GWR
S
R26.85
H
ExD
DW
O ExE ExO
ExE Ex O ExS
ExE Ex O ExS
ExS
ExE Ex O
ExO ExE
300Ø
ExExD ND W ExW G
804
GWR
G
H ExO Ex E
5Ø
300Ø
Ex ExGDW
22.45 FS22.83 FR22.98
FR157.40 TW159.30
67
ExNDW
141.34 FS140.35
BW159.30
D Ex
300Ø
ExDW ExG
H
NDW
CENTRAL PARK
H
H
NDW
H
0Ø 30
300Ø ExNDW
H
S
22.60 FS22.84
Ex S
GWR
GWR
300Ø
ExDW ExG
ExNDW
H
S
H
GWR
ExE Ex O
600 B2
22 FS22 .52 FR23 .86 1.00m .03 803 RIDGE
GWR
H
ExE
/
/
S
THICKET 600 B2 LOOP DW ND GW
ExT
ExS
1.30
22.55 FS22.75 FR23.02
22.66 FS23.05 22.67 FS22.95
17.50
ExO
ExDW
ExE Ex O
802
E
DWW ND G
ExG
ExS
S
GWR
ExO/H E
GWR
ExD
2.00m RIDGE 22.64 FS22.83 FR22.93
22.91 FS23.40 FR23.23
22.82 FR23 FS23.04.18
ExE
GWR
225Ø
801
GWR
NDW
H
22.72 FS22.91 FR23.20
ExE Ex O
23.13 FS23.53 FR23.39 2.00m RIDGE
DW
H
ExO
ExE
DW ND GW
H
G
ExS
ExO
600Ø
EXISTING STAGE 1
16.00
PROPOSED HEATHER GROVE INTERSECTION (TO BE COMPLETED WITH STAGE 8 WORKS)
0Ø
30
GWR
LEGEND - LAYOUT PLAN STORMWATER DRAIN, PIT & PROPERTY INLET MELBOURNE WATER DRAIN & PIT SWALE DRAIN S SEWER & MAINTENANCE STRUCTURES H HOUSE DRAIN GW SERVICE CONDUITS TACTILE PAVERS (INDICATIVE ONLY) E ELECTRICITY (UNDERGROUND) O/H E ELECTRICITY (OVERHEAD) O OPTIC FIBRE T TELECOMMUNICATIONS
GWR
These plans are preliminary only and have not been approved by Council. They are subject to change without notice and have been provided as a guide only. This plan must be read in conjunction with the plan of subdivision. If any discrepancies are identified between the two plans, the plan of subdivision takes precedence. Proposed services and connection points shown are preliminary only and subject to authority advice and approval. Vehicle crossing locations shown are subject to Council approval. Existing surface levels refer to the existing surface surveyed by Beveridge Williams & Co Pty Ltd. Finished surface levels shown are preliminary only and may be subject to change during design and/or construction. The depth of fill can be determined by calculating the depth between the existing and proposed finished surface levels. Fill depths do not take into account any removal of topsoil, grubbing, or excavation associated with the construction of any temporary or permanent infrastructure within the subdivision The plan shows the indicative extent of fill greater than 200mm in depth. These extents may be subject to change during design and/or construction. Fill less than 200mm in depth is not shown on this plan. The fill depth shown on this plan is for fill placed during construction of the subdivision whilst the site is under the control of Beveridge Williams & Co Pty Ltd. Beveridge Williams & Co Pty Ltd has no further knowledge or records of any other filling works throughout this subdivision, including prior to the survey being undertaken, or after the completion of construction. Beveridge Williams & Co Pty Ltd will not be liable for any loss or damages incurred or suffered by any party due to the use of the plans or relying on the information contained within these plans.
FOR CONTINUATION REFER DRG. 1702037-08-991
WARNING BEWARE OF UNDERGROUND SERVICES dnaylnoem taixorpaerasecivresdnuorgrednu fosnoi tacol eh T .et isnonevorpebdluohsnoi t isop tcaxe r ieht w .o n hserasecivresgni tsixe l la taht nevigsi etnaraugN o skw rofom om ce tn ceerofebsecivresdnuorgrednu l laetacoL
DIAL 1100 BEFORE YOU DIG www.1100.com.au
PRELIMINARY PRINT NOT FOR CONSTRUCTION © 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
Designed Date
0 P3
Lot 821 DRIVEWAY AMENDED
17.11.21
N.T
S.K
P2
LEGEND - LAYOUT PLAN NOTES REVISED
07.09.21
N.T
S.K
P1
ISSUED FOR INFORMATION
23.08.21
I.Y
S.K
DATE
DRN.
REV
DESCRIPTION
APP.
5
10
20
30
40
50
Drawn Approved Date
REV
DESCRIPTION
DATE
DRN.
APP.
PS Number
I. YANG 25.05.2021
Beveridge Williams
Project Details
M.F. JAURIGUE S. KONG -
-
1 Glenferrie Road Malvern VIC 3144 ph: 03 9524 8888 www.beveridgewilliams.com.au
Drawing Title
FIVE FARMS STAGE 8 CITY OF CASEY SALES PLAN (SHEET 1 OF 2)
Sheet 01 of 02 Scale
N
1:500 @ A1 Project Ref
1702037
Stage No
Drawing No
Rev
08
990
P2
K:\Jobs Data\1702037 - 270-272 Hardys Road, Clyde North\_Eng\Stage 8\Drawings\1702037-08-990-SALES.dwg