DW ExEx ND W
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G DW D
600B2
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16m
G DW D
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FS20.73 20.58
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FUTURE STAGE 7
OE
GWR
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LIMIT OF WORKS
NDW D
GWR
EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK
TREE PROTECTION ZONE (TPZ)
NDW D
600B2
DW G
600B2
PROPOSED DRIVEWAY GWR
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NOTES:
GWR
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GWR
3. 4.
GND DW W
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600B2
600B2
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FUTURE STAGE 9
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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.
Fut-D
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Fut-D
Fut-D
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Fut-D
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WARNING Fut-D
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BEWARE OF UNDERGROUND SERVICES Fut-D
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DIAL 1100 BEFORE YOU DIG
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10. Fut-D
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STRUCTURAL EARTHWORKS REQUIRED AND ALLOTMENT TO BE GRADED EVENLY IN DIRECTION OF FALL TO LEVELS INDICATED
DW G
FS20.19 19.87
620
19.47 FS19.99
GWR
H
20.00 FS20.42 GW ND DW
SHEARJO Y LOOP
GAS WATER RECYCLED WATER EXISTING ELECTRICITY (UNDERGROUND) EXISTING ELECTRICITY (OVERHEAD) EXISTING GAS EXISTING OPTIC FIBRE EXISTING TELECOMMUNICATIONS EXISTING WATER EXISTING 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 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
G ND W
20.15 FS20.38
20.56 FS20.60
20.38 FS20.50
619
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14.5m
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ExS ExS
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TW159.30 BW159.30
P2
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2.0m D.E
FS20.51 20.22
618
H
GWR
GWR
20.76 FS20.72
617
20.42 FS20.40 FR20.57 1m H RIDGE
FS20.43 FR GWR 20.54 20.76 H 20.61 FS20.27 FR20.43
NDDW W
D
FR157.40
20.51 20.50 FS20.53 FS 20.51
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D
20.49 FS20.55
G ND DWW
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21.41 FS20.78
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18.88 GWR FS20.61 FR21.03
21.07 FS20.84
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21.54 FS20.72 FR21.02
H
Fut-D
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606
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300Ø
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300Ø GWR
ExE
GWR
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21.85 FS21.23
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21.84 FS21.32
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604
21.02 FR20.48 FS20.21
21.55 FS20.78 FR21.08
ExT ExDW ExNDW
G ND DWW
20.69 FS20.79
626
S
21.84 FS21.42
ExO
21.12 FS20.92
611
H
Fut-D
21.52 FS20.85 FR21.15 GWR
S
ExS
H
Fut-D
Fut-D
603
FUTURE STAGE 8
627
GWR
610
21.64 GWR FS20.81 FR21.23
Fut-D
ExG
FS20.85 20.57
FS21 21.03 .00
GWR
S
ExS
H
Fut-D
602
t-D Fu
Fut-D
GWR
21.58 FS20.87 FR21.29
21.81 FS21.50
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FR21 FS20 .22 21.37.92
ExE ExO/H E
GWR
GWR
21.80 FS21.58
G DW NDW
FR21.01 FS20.85 20.55
20.95 FS21.08
300Ø
FR21.19 FS20.93 21.50
601
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1.18m RIDGE
FS21.66 21.72
GWR
GWR
GWR
D
H ExE
ExE Ex O
ExS
20.90 FS21.15
S
GWR
GWR
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EXISTING STAGE 5
FR20.95 FS20.78 20.55 1m RIDGE
629
H
GWR
GWR
5 67
ExS
FS21.19 20.77
D
GWR
GWR
ExG
H
ExDW Ex ExND G W ExS
ExEx DW NDW
D
H
ExO
ExG
300Ø
H
ExD WW ExND ExS
H
ExG
H
H
H
ExND DWW Ex ExS
ExE ExO
ExG
ExS
H
300Ø
675Ø
ExD Ex NDW W
GWR
H
ExG
0Ø 30
ExO ExE
H
H
W ExExD NDW ExS
H
H
ExG
Ex ExO E
675Ø
Ø
ExDW ExG ExND W ExS
ExS
0 30
ExG
ExS
H
675Ø
ExNDW ExW
H
ExS
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
300Ø
ExO ExE
H
ExW ExG
ExO ExE
H
5Ø 67
ExW ExG
FOR CONTINUATION REFER DRG. 1702037-06-991
ExO ExE
300Ø
Fut-D
Fut-D
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
P2
LOT 609 RIDGE UPDATED & LEGEND NOTES REVISED
07.09.21 S.G.
S.K.
P1
ISSUED FOR INFORMATION
18.08.21 S.G.
S.K
REV
DESCRIPTION
DATE
DRN.
APP.
5
10
20
SCALE 1:500 AT A1 SIZE REV
DESCRIPTION
DATE
DRN.
APP.
30
40
Drawn Approved Date PS Number
S. GILBERT 19.07.2021
Beveridge Williams
Project Details
S. GILBERT S.KONG 18.08.2021
PS842537H/S5
1 Glenferrie Road Malvern VIC 3144 ph: 03 9524 8888 www.beveridgewilliams.com.au
Drawing Title
FIVE FARMS STAGE 6 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
06
990
P2
K:\Jobs Data\1702037 - 270-272 Hardys Road, Clyde North\_Eng\Stage 6\Drawings\1702037-06-990-SALES.dwg