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STRUCTURAL EARTHWORKS REQUIRED AND ALLOTMENT TO BE GRADED EVENLY IN DIRECTION OF FALL TO LEVELS INDICATED
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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
>
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GAS WATER RECYCLED WATER EXISTING ELECTRICITY (UNDERGROUND) EXISTING ELECTRICITY (OVERHEAD) EXISTING GAS EXISTING OPTIC FIBRE EXISTING TELECOMMUNICATIONS EXISTING WATER EXISTING RECYCLED WATER
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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
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FS FOR CONTINUATION REFER DRG. 1702037-08-990 FS21.68 21.74
DW NDW
>
270 / 272 HARDYS ROAD (Precinct 2 proposed road layout indicative only, subject to planning approval)
NOTES: >
1.
>
2. 3.
>
4. 5. LEGEND - FUNCTIONAL LAYOUT PLAN ELECTRICITY (UNDERGROUND) OPTIC FIBRE TELECOMMUNICATIONS GAS WATER RECYCLED WATER STORMWATER DRAIN, PIT & PROPERTY INLET
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MELBOURNE WATER DRAIN & PIT SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN SERVICE CONDUITS
Ex D Ex S H
TACTILE PAVERS (INDICATIVE ONLY) EXISTING ELECTRICITY (UNDERGROUND) EXISTING ELECTRICITY (OVERHEAD) EXISTING GAS EXISTING OPTIC FIBRE P2 EXISTING WATER EXISTING RECYCLED WATER EXISTING STORMWATER DRAIN EXISTING SEWER EXISTING HOUSE DRAIN EXISTING SWALE DRAIN TREE PROTECTION ZONE (TPZ)
ZERO LOT LINES
6.
PAVEMENT TREATMENT DIRECTION OF FALL OVERLAND FLOW
7.
STRUCTURAL EARTHWORKS REQUIRED AND ALLOTMENT TO BE GRADED EVENLY IN DIRECTION OF FALL TO LEVELS INDICATED
8.
CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER LIMIT OF WORKS
9.
EXISTING TREE TO BE REMOVED RIDGE LINE RETAINING WALL
10.
© 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
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 WARNING proposed finished surface levels. Fill depths do not take into account any removal of topsoil, grubbing, or excavation BEWARE OF UNDERGROUND SERVICES associated with the construction of any temporary or permanent infrastructurednaywithin lnoem taixorpaerathe secivresdnuorgrednu fosnoi tacol eh T subdivision .et isnonevorpebdluohsnoi t isop tcaxe r ieht The plan shows the indicative extent of fill greater than 200mm in depth. Thesew .o n hseextents rasecivresgni tsixe l la taht nevigsi etnaraugN o skw rofoin m om ce tn ceerofebsecivresdnuorgrednu l laetacoL may be subject to change during design and/or construction. Fill less than 200mm depth is not shown on this plan. DIAL 1100 BEFORE YOU DIG The fill depth shown on this plan is for fill placed during construction of the subdivision www.1100.com.au 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.
I. YANG 23.09.2020
Beveridge Williams
PRELIMINARY PRINT NOT FOR CONSTRUCTION
Project Details
N. TABUENA 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 2 OF 2)
Sheet 02 of 02 Scale
N
1:500 @ A1 Project Ref
1702037
Stage No
Drawing No
Rev
08
991
P2
K:\Jobs Data\1702037 - 270-272 Hardys Road, Clyde North\_Eng\Stage 8\Drawings\1702037-08-990-SALES.dwg