EExO xE
>
W ExND
>
ExE
H
EExO xE
H H >
W ExND
ExS
DxE GWR
GWR
H
ExNDW
ExG
O Ex ExE
ExE
ExNDW
ExE
DxE
>
O Ex ExE
SxE DDxNxExEE WWG
ExE
>
> > > ExNDW
ExE
>
O Ex ExE
ExNDW
O Ex ExE
E O
> >
O Ex ExE
H
>
ExE
O Ex ExE
ExE
ExS
O Ex ExE
ExE
>
28.36 FS28.47 FR28.45
ExS
28.24 FS27.71 FR28.15
450Ø
ExO ExE
> >
ExE
> > >
ExNDW
ExE
H
ExNDW
>
ExE
9.
E
ExNDW
O Ex xE
GWR
GWR
>
>
ExS
ExS
ExS
ExG
ExG
10.
ExG
ExE
GWR
GWR
GWR
GWR
>
>
ExS
H
H
ExNDW
ExE
.0 0 R8
29.21 FS29.16 FR29.04
28.80 FS28.89
29.33 FS29.30 FR29.06
28.95 FS28.56 FR28.36 28.59 FS27.65 GWR FR28.06
H
>
O Ex ExE
H
GWR
E O
R8 .60
29.38 FS29.23 FR29.52 GWR
SxE G WWDDN DxE
29.62 FS29.86 FR29.80
29.75 FS30.09 FR30.03
29.50 FS29.34 FR29.74
GWR
29.06 FS28.58 FR28.78 29.10 FS28.61 FR28.41
29.25 FS28.70 FR28.50
28.71 FS28.48 FR28.68
29.61 FS29.58 FR29.26
29.42 FS28.81 FR28.61
>
GWR
H
29.88 FS30.30 FR30.22
H
GWR
29.62 FS29.45 FR29.94
29.74 FS29.58 FR30.08
29.89 FS29.71 GWR FR30.21
29.72 FS29.71 FR29.35 29.50 FS28.87 FR29.07
H
28.76 FS27.72 GWR FR28.11
29.89 FS29.85 FR29.49
29.46 FS29.44 FR29.16
16.00
30.04 FS30.50 FR30.37
30.24 FS30.69 FR30.50
30.46 FS30.85 FR30.65
4.0 RIDGE
4.0 RIDGE
29.64 FS29.00 FR29.20 29.54 FS28.91 FR28.71
28.90 FS28.55 FR28.75
H
GWR
30.70 FS30.98 FR30.76
30.12 FS29.99 FR29.67
ExE
GWR
H
GWR
GWR
GWR
H
H
GWR
30.29 FS30.01 GWR FR30.48
30.61 FS30 .47 FR30 .63
H
FS30 .2 30.585
30.34 FS30 FR29.84 .12
29.70 FS29.06 FR28.86
29.37 FS28.78 FR28.98
28.87 FS27.79 GWR FR28.20
H
28.37 FS27.61 FR27.96
30 FS31 .90 .1 FR30 6 .92
ExD
ExS
2.0 RIDGE
ExS
900Ø ExDW ExN DEW xG ExS
30.08 FS29.86 GWR FR30.36
ExN xDW EExG DW
ExS
ExE
29.19 FS28.67 FR28.87
ExS ExS
xDW EExN DW ExG
ExD
H
28.79 FS28.51 FR28.31
300Ø
>
ExS
29.83 FS29.19 FR29.39
29.04 FS29.01 FR28.97
>
8.
ExDW
ExO
GWR
>
7.
ExG
ExE
ExE Ex O
>
750Ø
6.
ExDW
ExO
675Ø
ExGDW ExN W ExD
ExG DW ExN ExDW
>
ExO
4. 5.
ExG
ExDW
>
ExE
ExS
ExExNDW DW
0Ø
30
ExE Ex O ExS
900Ø
GWR
ExS
ExS
29.18 FS27.93 GWR FR28.42
28.63 FS28.46 FR28.26
ExS
ExS
29.89 FS29.25 FR29.05
28.51 FS28.44 FR28.56
>
GW ExEx ND
ExE
ExS
ExS
H
28.47 FS27.61 GWR FR28.01
>
ExS
29.02 FS27.86 GWR FR28.31
3.
>
300Ø
ExG ExDW
>
ExS
29.32 FS28.06 GWR FR28.56
>
>
ExS
H
2.
SLOW
O E
3.3 RIDGE
/
O E O E O E
29.98 FS29.36 FR29.56
O E
G DWNDW
2.0 RIDGE
O E
S
30.05 FS29.46 FR29.26
O E O E
DW G NDW
H
2.0 RIDGE
S
G
DW ND GW
S DWW ND G
S DW ND WG
S
DW GNDW
H .92
NDDW W
S
H
FR29
S
G
DW NDW
>
H
1.
>
29.48 FS28.27 GWR FR28.75
R
ExG ExDW
>
>
>
>
300Ø
GW
>
NOTES:
>
>
ExD
ExDW
>
450Ø
TREE PROTECTION ZONE (TPZ)
>
>
FILL AND / OR BATTERS INTO COUNCIL RESERVE TO BE DETERMINED AS PART OF THE DETAIL DESIGN IN CONSULTATION WITH THE LANDSCAPE ARCHITECT
>
29.60 FS28.47 FR28.97
ExG ExDW
>
D
Ex
W ExG
>
SLOW
>
GWR
>
.54
300Ø
>
>
>
D
TREE RESERVE
PROPOSED DRIVEWAY
W
ND
>
ExNDExG W
PERMANENT SURVEY MARK TEMPORARY BENCH MARK
Ex
>
ExE ExO
EXISTING TREE TO BE REMOVED DW
Ex
>
FR29
ExG ExDW
>
>
> ExD
H
GWR
O E
>
LIMIT OF WORKS
>
>
GWR
>
>
ExD >
5 28.2.61 8 FS2 8.62
ExDW
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
CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER
> /
FR2
D
2201
ExNDWExG
GAS WATER RECYCLED WATER EXISTING ELECTRICITY (UNDERGROUND) EXISTING ELECTRICITY (OVERHEAD) EXISTING GAS EXISTING OPTIC FIBRE EXISTING TELECOMMUNICATIONS EXISTING WATER EXISTING RECYCLED WATER
STRUCTURAL EARTHWORKS REQUIRED AND ALLOTMENT TO BE GRADED EVENLY IN DIRECTION OF FALL TO LEVELS INDICATED
R GW
ExG ExDW
>
>
>
42 2 28. 28.7 FS
704m²
Ø
EXISTING STAGE 4
SLOW
H
SE W AY
H
H
>
>
>
GWR
ExG
>
>
>
2.0m D.E D
400m²
300
ExE ExO
5Ø 22
ExDW
>
>
>
2222
2202
ExNDW ExG ExDW
FR157.40 TW159.30 BW159.30
STORMWATER DRAIN, PIT & PROPERTY INLET MELBOURNE WATER DRAIN & PIT SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN SERVICE CONDUITS TACTILE PAVERS (INDICATIVE ONLY) ELECTRICITY (UNDERGROUND) ELECTRICITY (OVERHEAD) OPTIC FIBRE TELECOMMUNICATIONS
/
H
>
ExG
>
>
ExS
FS140.35
Ø 25
>
>
28.57 FS28.8/ 4
W
H
141.34
ExG
GOO
ExDW
>
>
>
xD EEExN xGDW W
GWR GWR
H
ExS
H
>
>
WILD
ExG
>
>
>
900Ø
>
ExNDW
S Ex
H
GWR
H ExDW
ExT ExDW
>
>
ROAD
> SLOW
ExD
ExD
ExD
H
>
>
BELLS
>
600B2
600B2
ExDW ExN W ED xG
ExS
DxE
ExS
H
>
ExO
>
) A (N-S ROAD
ExS
ExG
R
GW
R GW
>
ExO/H E
>
ExD
R
ExG
>
>
ExS
GW
>
ExDW
Ø 300
>
>
ExO ExE
900Ø
ExS
>
ExE
S Ex
/
ExE ExO
T G DW NDW
>
512m²
/
ExE
ExG
>
O
S Ex
DWWG ENx DEx Ex
>
ExE
R
ExDW
>
>
>
2221
Ex GW Ex ND ExD W
900Ø
S Ex GW
>
>
E O/H E
2
/
ExG ExD
ExS GWR
2203
400m²
NON-GOVERNMENT SCHOOL SITE
ExG
ExO ExE
R GW
R GW
ExG
>
H
GW WW xS xNDxDG E EExE
>
FS28.8.897 28
D
448m²
ExNDW
ExD
593m²
EXISTING STAGE 50 O
S
>
ExG ExDW
D
2204
400m²
375Ø
ExE Ex
>
>
ExNDW
>
>
>
2205
2220
448m²
ExS
ExE ExO
H
ExS
ExExD NDW W
ExE Ex
D
448m²
ExG ExDW
448m²
Ø
ExG
ExE ExO
>
>
ExE ExO
O
CHILDCARE SITE
ExNDW
3.0 RIDGE 28.88 FS28.88
ExS
600
300Ø
Ex ExDW G
CROFT DR IVE
D
O ExxE E
>
ExE ExO
>
O
ExNDW
17.50
2224
GWR
ExS ExG ExNDW ExDW
ExE ExO ExE ExO
ExDWExG
300Ø
2.0m D.E
2219
400m²
2206
400m²
29.10 4 FS28.9 9 FR29.0
ExD
ExDW ExG ExND W
2207
400m²
.14 7 29 FR29.2 FS29.02
ExEx G ND W
2208
448m²
2218
448m²
D
ExD
ExS
ExDW
300Ø
ExD
ExG Ex ExND DWW
FR29.25 29.77 FS28.73
2209
D
D
Ex S
361m²
ExS
GWR
2210
400m²
2217
400m²
ExS
GWR
2211
469m²
D
ExS
GWR
ExS
1.0 RIDG E
D
388m²
ExD
ExS
2223
224m² 29.27 1 FS29.4
2225
262m²
600B2
2216
400m²
2226
ExD
GWR
H GWR
2.0m D.E
2215
448m²
2227
262m²
ExD
600B2
GWR
2214
400m²
ExS
2228
313m²
ExD
ROAD B
GWR
ExS
30.22 FS29.77
2229
313m²
29.24 5 FS29.1 9 FR29.3
29.42 6 FS29.5
7 FR29.51 FS29.7 29.47
GWR
2213
469m²
H
ExE ExO
ExD
H
GWR
2212
GWR
ExS
GWR
ExE Ex
ExE Ex O ExS
ExD
H
ExS
GWR
E ExE xO
EXISTING STAGE 21
ExDW ExD
ExD
H
xE EExO
ExE Ex O
GWR
ExNDWExG
GWR
ExG ExDW
2230
350m²
H
ExND ExD W
ExS
ExE Ex O ExS
GWR
30.56 FS30.17
2231
350m²
H
ExG ExDW
ExE Ex O
ExND GW Ex
GWR
2232
ExD
ExDW
ExS ExNDW ExG ExD ExDW
ExE Ex O ExS
GWR
xE EExO
ExNDW ExD
H
5Ø
ExG ExDExDW
ExD
ExD
37
ExS ExNDW
ExD
390m²
ExE Ex O
ExG ExD ExD W
ExE Ex O ExS GWR
ExD
xE EExO
2.0 RIDG E
GWR
ExW G ExND
ExS ExNDW
EXISTING STAGE 21
ExE ExO
ExDW
ExG ExDW
ExE Ex O ExS
GWR
GWR
GWR
W R G
ExS ExNDW
ExE Ex O ExS
GWR
xE EExO
GWR
ExG ExDW
>
xE EExO
GWR
GWR
D
ExDExG W
ExE Ex O ExE Ex O
H
ExS
H
ExE Ex O
xDW EExN DW ExG
Ex
ExNDW
H
ExDWExG
GWR
ED EExN xDxG WW
ExDW
>
> >
ExE
ExDW ExG ExND W
ExD
ExE Ex O
FUTURE PRECINCT (INDICATIVE ONLY)
>
>
xE EExO
ExG ExNDW
ExDW
LEGEND - LAYOUT PLAN
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.
SERVICE OFFSET TABLE Gas Location
ND - Water
Water
Electricity
Telecommunication
Sewer
WARNING BEWARE OF UNDERGROUND SERVICES
Side
Offset (m)
Side
Offset (m)
Side
Offset (m)
Side
Offset (m)
Side
Offset (m)
Offset em taixorpaerasecivresdnuorgrednu fosnoi tacol eh T Side dnaylno(m) .et isnonevorpebdluohsnoi t isop tcaxe r ieht
ROAD A (N-S)
W
2.10
W
2.60
W
2.95
E
1.40
E
0.70
W
ROAD B
N
2.10
N
2.60
N
2.95
S
2.60
S
1.90
N&S
w .o n hserasecivresgni tsixe l la taht nevigsi etnaraugN o 1 skw rofom om ce tn ceerofebsecivresdnuorgrednu l laetacoL 1
DIAL 1100 BEFORE YOU DIG
NOTE: STREET TREES ARE TO BE PLANTED IN THE CENTRE OF ALL NATURE STRIPS
© 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
5
10
20
SCALE 1:500 AT A1 SIZE P1 REV
ISSUED FOR INFORMATION DESCRIPTION
01.04.22
N.B
S.K
DATE
DRN.
APP.
REV
DESCRIPTION
DATE
DRN.
APP.
30
40
Drawn Approved Date PS Number
www.1100.com.au
N.BALL 31.03.2022
Beveridge Williams
Project Details
N. TABUENA S. KONG -
PS1000
1 Glenferrie Road Malvern VIC 3144 ph: 03 9524 8888 www.beveridgewilliams.com.au
Drawing Title
LITTLECROFT STAGE 22 CITY OF CASEY SALES PLAN
PRELIMINARY PRINT NOT FOR CONSTRUCTION Sheet 01 of 01 Scale
N
1:500 @ A1 Project Ref
1702037
Stage No
Drawing No
Rev
22
990
P1
K:\Jobs Data\1702037 - 270-272 Hardys Road, Clyde North\_Eng\Stage 22\Drawings\1702037-22-990-SALES.dwg