DEVELOPMENT AT LOT # 5 HILLSIDE LANE,
MOAMA 3731, NSW, AUSTRALIA
PERRICOOTA WASTE MANAGEMENT PTY LTD
CAPENG PTY LTD
PO Box 483
Echuca
Victoria 3564
PHONE :
-
email-
www.capeng.com.au
ABN-
SHEET INDEX
Sheet #
1 of 6
2 of 6
3 of 6
4 of 6
5 of 6
6 of 6
Sheet Name
Cover Sheet
Existing Details Hillside Lane Lot # 5
Proposed Details Hillside Lane Lot # 5
Proposed Details Enlarge South side
Hillside Lane Lot # 5
Proposed Building Details Lot # 5
Proposed Ablution Building Details Lot # 5
LOCATION MAP
LOT # 5
Property on North - 8//DP-
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32.0 m Easement
30.0
15.0
105.70 m - 90° 28' 26"
CL of Drain
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SW Drain
TREE H15
Ø 14m
LOT # 4
Property on
West - 1//DP-
Property on
East - 4//DP-
236.61 m - 00° 30' 22"
236.66 m - 00° 00' 00"
2.5 m High Chain Link Fence
with 3 Strand Barb Wire
TREE H15
Ø 13m
LOT # 5
AREA = 2.477 Ha
Domestic Water
Connection
19
4.5
0.30
Pressure Sewer
Connection Pit
DW
56.0
PS
PS
PS
PS
EC
PS
PS
PS
PS
PS
PS
PS
HW
15
EC
EC
DW
DW
EC
DW
DW
DW
DW
DW
DW
DW
DW
TL
TL
PS
PS
PS
PS
DW
DW
DW
DW
DW
PS
PS
PS
PS
PS
PS
DW
DW
DW
DW
DW
PS
HW
HW
DW
DW
DW
DW
DW
DW
DW
PP
103.61 m - 270° 00' 00"
TL
EC
TL
TL
EC
TL
EC
TL
EC
TL
EC
TL
EC
10
TL
PS
CL OF Drain
SW Drain
HW
EC
20 m Road Reserve
PS
TL
EC
TL
EC
TL
EC
TL
EC
TL
EC
TL
EC
Hillside Lane
TL
EC
TL
TL
EC
TL
EC
TL
EC
TL
EC
TL
EC
TL
EC
TL
EC
CL of Road
Sealed Edge
ABBREVIATIONS
NOTES;
* THIS DETAIL SURVEY IS NOT A 'SURVEY' AS DEFINED BY THE SURVEYING ACT, 2002.
* BEARINGS AND DISTANCES ARE BY TITLE AND ARE SUBJECT TO SURVEY
INVESTIGATION.
* ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN & DIMENSIONS WHERE
BASED OFF THE TITLE AND ERROR EXIST.
* BEARINGS RELATE TO NORTH AS SHOWN ON DP-
* TOTAL SITE AREA IS 2.477 Ha CALCULATED FROM TITLE INFORMATION
* THE POSITION OF IMPROVEMENTS IN RELATION TO BOUNDARIES IS DIAGRAMMATIC
ONLY
* NEIGHBOURING HOUSES, RIDGE AND ROOF POSITIONS ARE APPROXIMATE ONLY
* THE SUBJECT TITLE NOTES
* VISIBLE, ACCESSIBLE SERVICES ONLY HAVE BEEN LOCATED
* NOT ALL SERVICES MAY BE SHOWN
* THE EXISTENCE OF UNDERGROUND SERVICES HAS NOT BEEN ESTABLISHED.IF THESE
ARE CRITICAL IT IS ESSENTIAL THE APPROPRIATE AUTHORITIES BE CONTACTED PRIOR
TO DEVELOPMENT WORKS.
* EXISTENCE OF SERVICES MUST BE VERIFIED BY CONTACTING DIAL BEFORE YOU DIG
(DBYD) PH 1100. CRITICAL SERVICES MUST BE EXPOSED AND LOCATED. (NOT ALL
SERVICES PROVIDERS ARE MEMBERS OF DBYD)
* THIS TITLE BLOCK IS AN INTEGRAL PART OF THIS DRAWING WHICH IS NOT TO BE
REMOVED
* THIS PLAN SHOULD BE READ IN CONJUNCTION WITH REPORT OF THE SAME REFERENCE
* THE CENTER OF RIGHT SIDE HEAD WALL ON EAST IS ASSUMED BENCH MARK AND ITS
REDUCED LEVEL ASSUMED = 100.00 M
TL
EC
ELP
HYD
L
℄
MH
HW
GS
PS
DW
EPC
PL
BL
PP
SMH
SP
SV
TEL
TL
SW
WM
5H
-
ELECTRICAL LIGHT POLE
HYDRANT
STORM WATER LINTEL
CENTER LINE
MANHOLE
HEAD WALL
GRAVITY SEWER
PRESSURE SEWER
DOMESTIC WATER
ELECTRIC POWER CABLE
PROPERTY LINE
BOUNDARY LINE
POWER POLE
SEWER MANHOLE
SIGN POST
STOP VALVE
TELSTRA PIT
TELSTRA
STORM WATER
WATER METER
DENOTES TREE 5m HIGH
CLIENT:
© CAPENG - 2015
REPRODUCTION WITHOUT WRITTEN
APPROVAL IS STRICTLY PROHIBITED
PERRICOOTA WASTE
MANAGEMENT PTY LTD
PLAN OF:
PERRICOOTA WASTE MANAGEMENT
FACILITY
BEING:
LOT 5 OF DP-
SHOWING: GENERAL DETAIL AND SITE LEVELS
PURPOSE: LAND USE & DEVELOPMENT
APPROVAL, COUNCIL SUBMISSION
01
INITIAL ISSUE
JUNE 2015
REV
AMENDMENTS
DATE
SCALE:
0m
4
8
12
16
20
1mm = 800mm
SHEET 2 OF 6
EXISTING SITE PLAN & LEVELS
EC
8.40 m
Road
Width
PS
6
PS
DW
PS
DRAWN:
DATUM:
MI
EASTERN HEAD WALL OF SW
DRAIN
JOB REF:
15-02
DRAWING No. 15-02 2/6
CHECKED:
BG
DATE:
JUNE 2015
LOT # 5 HILLSIDE LANE,
MOAMA 3731, NSW, AUSTRALIA
CAPENG PTY LTD
PO Box 483
Echuca
Victoria 3564
PHONE :
-
email:-www.capeng.com.au
ABN-
EC
EC
EC
Property on North - 8//DP-
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32.0 m Easement
105.70 m - 90° 28' 26"
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
Raw Material Stockpile
75
83
Various Australian Native Trees
Planted onto Raised Bed
TREE H15
Ø 14m
45
1
3
5
3
15
5
15
LOT # 4
Property on
East - 4//DP-
27
Finished Material
Stockpile
Finished Material
Stockpile
3
Reprocessing
Area
45
Property on
West - 1//DP-
Various Australian Native Trees
Planted onto Raised Bed
6
10
15
Finished
Material
Stockpile
Parking
Parking
Ablution
TREE H15
Ø 13m
Aquatec
D
Pump Station W
14.5
15.5
PS
20
CL of
PS Property
CL of
Track
Domestic Water DW
Connection
SEE IN SHEET 4 OF 4
"ENLARGE" PROPOSED DETAILS
EC
Pressure Sewer
Connection Pit
DW
GS
EC
GS
Office
Building
EC
LOT # 5
AREA = 2.477 Ha
10 max
8.16
GS
14.4
EC
SEE IN SHEET 3 OF 3
BUILDING DETAILS
CL of
Track
7
EC
236.66 m - 00° 00' 00"
8.0
236.61 m - 00° 30' 22"
EC
3.3
Walkway
EC
PS
PS
DW
DW
DW
DW
EC
TL
TL
EC
TL
TL
EC
Exit
DW
DW
TL
EC
TL
EC
South BL
PS
PS
DW
DW
PS
PS
PS
PS
PS
DW
DW
DW
DW
TL
EC
TL
EC
TL
EC
TL
EC
TL
EC
Hillside Lane
PS
PS
PS
PS
PS
PS
TL
EC
DW
Entry
DW
DW
DW
DW
DW
TL
TL
EC
TL
EC
TL
EC
TL
EC
TL
EC
CL of Road
Sealed Edge
ABBREVIATIONS
NOTES;
* THIS DETAIL SURVEY IS NOT A 'SURVEY' AS DEFINED BY THE SURVEYING ACT, 2002.
* BEARINGS AND DISTANCES ARE BY TITLE AND ARE SUBJECT TO SURVEY
INVESTIGATION.
* ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN & DIMENSIONS WHERE
BASED OFF THE TITLE AND ERROR EXIST.
* BEARINGS RELATE TO NORTH AS SHOWN ON DP-
* TOTAL SITE AREA IS 2.477 Ha CALCULATED FROM TITLE INFORMATION
* THE POSITION OF IMPROVEMENTS IN RELATION TO BOUNDARIES IS DIAGRAMMATIC
ONLY
* NEIGHBOURING HOUSES, RIDGE AND ROOF POSITIONS ARE APPROXIMATE ONLY
* THE SUBJECT TITLE NOTES
* VISIBLE, ACCESSIBLE SERVICES ONLY HAVE BEEN LOCATED
* NOT ALL SERVICES MAY BE SHOWN
* THE EXISTENCE OF UNDERGROUND SERVICES HAS NOT BEEN ESTABLISHED.IF THESE
ARE CRITICAL IT IS ESSENTIAL THE APPROPRIATE AUTHORITIES BE CONTACTED PRIOR
TO DEVELOPMENT WORKS.
* EXISTENCE OF SERVICES MUST BE VERIFIED BY CONTACTING DIAL BEFORE YOU DIG
(DBYD) PH 1100. CRITICAL SERVICES MUST BE EXPOSED AND LOCATED. (NOT ALL
SERVICES PROVIDERS ARE MEMBERS OF DBYD)
* THIS TITLE BLOCK IS AN INTEGRAL PART OF THIS DRAWING WHICH IS NOT TO BE
REMOVED
* THIS PLAN SHOULD BE READ IN CONJUNCTION WITH REPORT OF THE SAME REFERENCE
* THE CENTER OF RIGHT SIDE HEAD WALL ON EAST IS ASSUMED BENCH MARK AND ITS
REDUCED LEVEL ASSUMED = 100.00 M
DW
103.61 m - 270° 00' 00"
TL
EC
10
20 m Road Reserve
PS
EC
DW EC
TL
PS
15
EC
PS
ELP
HYD
L
℄
MH
HW
GS
PS
DW
EPC
PL
BL
PP
SMH
SP
SV
TEL
TL
SW
WM
5H
-
ELECTRICAL LIGHT POLE
HYDRANT
STORM WATER LINTEL
CENTER LINE
MANHOLE
HEAD WALL
GRAVITY SEWER
PRESSURE SEWER
DOMESTIC WATER
ELECTRIC POWER CABLE
PROPERTY LINE
BOUNDARY LINE
POWER POLE
SEWER MANHOLE
SIGN POST
STOP VALVE
TELSTRA PIT
TELSTRA
STORM WATER
WATER METER
DENOTES TREE 5m HIGH
CLIENT:
© CAPENG - 2015
REPRODUCTION WITHOUT WRITTEN
APPROVAL IS STRICTLY PROHIBITED
PERRICOOTA WASTE
MANAGEMENT PTY LTD
PLAN OF:
PERRICOOTA WASTE MANAGEMENT
FACILITY
BEING:
LOT 5 OF DP-
SHOWING: GENERAL DETAIL AND SITE LEVELS
PURPOSE: LAND USE & DEVELOPMENT
APPROVAL, COUNCIL SUBMISSION
01
INITIAL ISSUE
JUNE 2015
REV
AMENDMENTS
DATE
SCALE:
0m
4
8
12
1mm = 800mm
SHEET 3 OF 6
PROPOSED SITE PLAN
16
20
EC
8.40 m
Road
Width
PS
DW
PS
EC
DRAWN:
DATUM:
MI
EASTERN HEAD WALL OF SW
DRAIN
JOB REF:
15-02
DRAWING No. 15-02 3/6
CHECKED:
BG
DATE:
JUNE 2015
LOT # 5 HILLSIDE LANE,
MOAMA 3731, NSW, AUSTRALIA
CAPENG PTY LTD
PO Box 483
Echuca
Victoria 3564
PHONE :
-
email:-www.capeng.com.au
ABN-
EC
EC
NOTES;
*
THIS DETAIL SURVEY IS NOT A 'SURVEY' AS DEFINED BY THE
SURVEYING ACT, 2002.
BEARINGS ND DISTANCES ARE BY TITLE AND ARE SUBJECT TO
SURVEY INVESTIGATION
ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE
SHOWN & DIMENSIONS WHERE BASED OFF THE TITLE AND
ERROR EXIST
BEARINGS RELATE TO NORTH AS SHOWN ON DP-
TOTAL SITE AREA IS 2.477 Ha
CALCULATED FROM TITLE INFORMATION
THE POSITION OF IMPROVEMENTS IN RELATION TO
BOUNDARIES IS DIAGRAMMATIC ONLY
NEIGHBOURING HOUSES, RIDGE AND ROOF POSITIONS ARE
APPROXIMATE ONLY
THE SUBJECT TITLE NOTES
VISIBLE, ACCESSIBLE SERVICES ONLY HAVE BEEN LOCATED
NOT ALL SERVICES MAY BE SHOWN
THE EXISTENCE OF UNDERGROUND SERVICES HAS NOT BEEN
ESTABLISHED.IF THESE ARE CRITICAL IT IS ESSENTIAL THE
APPROPRIATE AUTHORITIES BE CONTACTED PRIOR TO
DEVELOPMENT WORKS.
EXISTENCE OF SERVICES MUST BE VERIFIED BY CONTACTING
DIAL BEFORE YOU DIG (DBYD) PH 1100. CRITICAL SERVICES
MUST BE EXPOSED AND LOCATED. (NOT ALL SERVICES
PROVIDERS ARE MEMBERS OF DBYD)
THIS TITLE BLOCK IS AN INTEGRAL PART OF THIS DRAWING
WHICH IS NOT TO BE REMOVED
THIS PLAN SHOULD BE READ IN CONJUNCTION WITH REPORT
OF THE SAME REFERENCE
THE CENTER OF RIGHT SIDE HEAD WALL ON EAST IS
ASSUMED BENCH MARK AND ITS REDUCED LEVEL ASSUMED =
100.00 M
*
6
*
*
*
*
*
Parking
*
*
*
*
Parking
Walkway
EC
EC
8.0
*
7
8.16
3.3
20
14.5
Domestic Water
Connection
*
236.61 m - 00° 30' 22"
DW
EC
GS
10 max
TREE H15
Ø 13m
DW
PS
CL of
Property
EC
EC
ABBREVIATIONS
ELP
HYD
L
℄
MH
HW
GS
PS
DW
EPC
PL
BL
PP
SMH
SP
SV
TEL
TL
SW
WM
5H
DW
EC
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
TL
EC
DW
TL
EC
DW
South BL
TL
EC
DW
DW
DW
DW
DW
DW
DW
DW
TL
EC
DATE
700
PERRICOOTA WASTE
MANAGEMENT PTY LTD
PLAN OF:
BEING:
SHOWING:
PURPOSE:
DW
PP
103.61 m - 270° 00' 00"
TL
EC
350
CLIENT:
TL
EC
TL
EC
TL
EC
TL
EC
TL
EC
TL
EC
DW
Entry
TL
DW
DW
TL
EC
EC
PERRICOOTA WASTE MANAGEMENT FACILITY
LOT 5 OF DP-
GENERAL DETAIL AND SITE LEVELS
LAND USE & DEVELOPMENT
APPROVAL, COUNCIL SUBMISSION
DRAWN:
DATUM:
JOB REF:
DRAWING No.
CHECKED:
ORIGIN:
TL
EC
MI
EASTERN HEAD WALL OF SW DRAIN-/6
BG
JUNE 2015
LOT # 5 HILLSIDE LANE,
MOAMA 3731, NSW, AUSTRALIA
CAPENG PTY LTD
Hillside Lane
CL of Road
Sealed Edge
8.40 m
Road
Width
DW
0 mm
JUNE 2015
SHEET 4 OF 6
PROPOSED SITE PLAN
PS
DW
TL
EC
Exit
EC
DW
INITIAL ISSUE
AMENDMENTS
1mm = 35mm
15
TL
EC
10
20 m Road Reserve
DW
01
REV
SCALE:
DW
PS
ELECTRICAL LIGHT POLE
HYDRANT
STORM WATER LINTEL
CENTER LINE
MANHOLE
HEAD WALL
GRAVITY SEWER
PRESSURE SEWER
DOMESTIC WATER
ELECTRIC POWER CABLE
PROPERTY LINE
BOUNDARY LINE
POWER POLE
SEWER MANHOLE
SIGN POST
STOP VALVE
TELSTRA PIT
TELSTRA
STORM WATER
WATER METER
DENOTES TREE 5m HIGH
© CAPENG - 2015
REPRODUCTION WITHOUT WRITTEN
APPROVAL IS STRICTLY PROHIBITED
EC
PS
-
PS
Pressure Sewer
Connection Pit
CL of
Track
Aquatec DW
Pump Station
PS
LOT # 5
AREA = 2.477 Ha
*
15.5
EC
Office
Building
CL of
Track
Ablution
GS
DW
14.4
EC
236.66 m - 00° 00' 00"
*
PO Box 483
Echuca
Victoria 3564
PHONE :
-
email:-www.capeng.com.au
ABN-
1050
C.Window
(0.80 X 0.60)
1.60
C.Window
(0.80 X 0.60)
C.Window
(0.80 X 0.60)
2.10
-
Spouting
F.F.Level
0.30
G.Level
0.40
0.20
0.04
0.20
0.30
Skid
Down Pipe
Down Pipe
Access Door
(0.90 X 2.10)
Steps
Steps
EAST ELEVATION
-
Spouting
1.10
Window
(1.80 X 1.0)
Window
(1.80 X 1.0)
Window
(1.80 X 1.0)
Window
(1.80 X 1.0)
Window
(1.80 X 1.0)
F.F.Level
0.30
G.Level
0.40
0.20
0.04
0.20
0.30
Down Pipe
Skid
Down Pipe
Steps
WEST ELEVATION
8.00
Down Pipe
Down Pipe
0.15
Open Office
3.925 X 3.400
Entry
1.950 X 3.900
2.60
Fire
Extinguisher
Kitchen / Amenities
3.925 X 2.900
Window
(1.80 X 1.0)
Down Pipe
Window
(1.0 X 1.0)
F.F.Level
0.04
G.Level
0.40
Smoke
Alarm
2.75
Spouting
Skid
Access Door
(0.90 X 2.10)
Steps
14.40
NORTH ELEVATION
Open Office
14.300 & 10.350 X 3.925
Spouting
0.15
Open Office
3.925 X 3.925
Spouting
2.60
Smoke
Alarm
2.75
Spouting
Window
(1.0 X 1.0)
Down Pipe
Window
(1.80 X 1.0)
0.04
F.F.Level
G.Level
0.40
Open Office
3.925 X 3.925
Skid
Steps
Access Door
(0.90 X 2.10)
SOUTH ELEVATION
Down Pipe
Fire
Extinguisher
Down Pipe
PLAN OF OFFICE BUILDING
ABBREVIATIONS
NOTES;
* THIS DETAIL SURVEY IS NOT A 'SURVEY' AS DEFINED BY THE SURVEYING ACT, 2002.
* BEARINGS AND DISTANCES ARE BY TITLE AND ARE SUBJECT TO SURVEY
INVESTIGATION.
* ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN & DIMENSIONS WHERE
BASED OFF THE TITLE AND ERROR EXIST.
* BEARINGS RELATE TO NORTH AS SHOWN ON DP-
* TOTAL SITE AREA IS 2.477 Ha CALCULATED FROM TITLE INFORMATION
* THE POSITION OF IMPROVEMENTS IN RELATION TO BOUNDARIES IS DIAGRAMMATIC
ONLY
* NEIGHBOURING HOUSES, RIDGE AND ROOF POSITIONS ARE APPROXIMATE ONLY
* THE SUBJECT TITLE NOTES
* VISIBLE, ACCESSIBLE SERVICES ONLY HAVE BEEN LOCATED
* NOT ALL SERVICES MAY BE SHOWN
* THE EXISTENCE OF UNDERGROUND SERVICES HAS NOT BEEN ESTABLISHED.IF THESE
ARE CRITICAL IT IS ESSENTIAL THE APPROPRIATE AUTHORITIES BE CONTACTED PRIOR
TO DEVELOPMENT WORKS.
* EXISTENCE OF SERVICES MUST BE VERIFIED BY CONTACTING DIAL BEFORE YOU DIG
(DBYD) PH 1100. CRITICAL SERVICES MUST BE EXPOSED AND LOCATED. (NOT ALL
SERVICES PROVIDERS ARE MEMBERS OF DBYD)
* THIS TITLE BLOCK IS AN INTEGRAL PART OF THIS DRAWING WHICH IS NOT TO BE
REMOVED
* THIS PLAN SHOULD BE READ IN CONJUNCTION WITH REPORT OF THE SAME REFERENCE
* THE CENTER OF RIGHT SIDE HEAD WALL ON EAST IS ASSUMED BENCH MARK AND ITS
REDUCED LEVEL ASSUMED = 100.00 M
ELP
HYD
L
℄
MH
HW
GS
PS
DW
EPC
PL
BL
PP
SMH
SP
SV
TEL
TL
SW
WM
5H
-
ELECTRICAL LIGHT POLE
HYDRANT
STORM WATER LINTEL
CENTER LINE
MANHOLE
HEAD WALL
GRAVITY SEWER
PRESSURE SEWER
DOMESTIC WATER
ELECTRIC POWER CABLE
PROPERTY LINE
BOUNDARY LINE
POWER POLE
SEWER MANHOLE
SIGN POST
STOP VALVE
TELSTRA PIT
TELSTRA
STORM WATER
WATER METER
DENOTES TREE 5m HIGH
CLIENT:
© CAPENG - 2015
REPRODUCTION WITHOUT WRITTEN
APPROVAL IS STRICTLY PROHIBITED
PERRICOOTA WASTE
MANAGEMENT PTY LTD
PLAN OF:
PERRICOOTA WASTE MANAGEMENT
FACILITY
BEING:
LOT 5 OF DP-
SHOWING: GENERAL DETAIL AND SITE LEVELS
PURPOSE: LAND USE & DEVELOPMENT
APPROVAL, COUNCIL SUBMISSION
01
INITIAL ISSUE
JUNE 2015
REV
AMENDMENTS
DATE
SCALE:
0 mm 400
-
1mm = 80mm
SHEET 5 OF 6
PROPOSED OFFICE BUILDING DETAILS
DRAWN:
DATUM:
MI
EASTERN HEAD WALL OF SW
DRAIN
JOB REF:
15-02
DRAWING No. 15-02 5/6
CHECKED:
BG
DATE:
JUNE 2015
LOT # 5 HILLSIDE LANE,
MOAMA 3731, NSW, AUSTRALIA
CAPENG PTY LTD
PO Box 483
Echuca
Victoria 3564
PHONE :
-
email:-www.capeng.com.au
ABN-
Access Door
(0.82 X 2.10)
Sliding Window
(0.50 X 0.80)
0.18
G.Level
Plate form
Plate form
F.F.Level
0.40
315 ltr
F.F.Level
0.08
0.24
Access Door
(0.92 X 2.10)
G.Level
Steps
Plate form
NORTH ELEVATION
WEST ELEVATION
Access Door
(0.82 X 2.10)
1.36
2.10
-
Sliding Window
(0.50 X 0.80)
Electric Hot
Water Gyser
315 ltr
Electric Hot
Water Gyser
315 ltr
315 ltr
F.F.Level
0.40
0.18
0.08
0.24
Electric Hot
Water Gyser
G.Level
Steps
Plate form
Plate form
Plate form
SOUTH ELEVATION
Plate form
EAST ELEVATION
0.30
0.30
8.163
V
V
D920
D820
D820
Female
V
D820
Female
V
Female
3.30
315 ltr
Electric Hot
Water Gyser
Disable
Curtain
315 ltr
Male
Male
Male
Plate form
0.30
V
D820
V
D820
V
D820
Plate form
Steps
PLAN OF ABLUTION
ABBREVIATIONS
NOTES;
* THIS DETAIL SURVEY IS NOT A 'SURVEY' AS DEFINED BY THE SURVEYING ACT, 2002.
* BEARINGS AND DISTANCES ARE BY TITLE AND ARE SUBJECT TO SURVEY
INVESTIGATION.
* ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN & DIMENSIONS WHERE
BASED OFF THE TITLE AND ERROR EXIST.
* BEARINGS RELATE TO NORTH AS SHOWN ON DP-
* TOTAL SITE AREA IS 2.477 Ha CALCULATED FROM TITLE INFORMATION
* THE POSITION OF IMPROVEMENTS IN RELATION TO BOUNDARIES IS DIAGRAMMATIC
ONLY
* NEIGHBOURING HOUSES, RIDGE AND ROOF POSITIONS ARE APPROXIMATE ONLY
* THE SUBJECT TITLE NOTES
* VISIBLE, ACCESSIBLE SERVICES ONLY HAVE BEEN LOCATED
* NOT ALL SERVICES MAY BE SHOWN
* THE EXISTENCE OF UNDERGROUND SERVICES HAS NOT BEEN ESTABLISHED.IF THESE
ARE CRITICAL IT IS ESSENTIAL THE APPROPRIATE AUTHORITIES BE CONTACTED PRIOR
TO DEVELOPMENT WORKS.
* EXISTENCE OF SERVICES MUST BE VERIFIED BY CONTACTING DIAL BEFORE YOU DIG
(DBYD) PH 1100. CRITICAL SERVICES MUST BE EXPOSED AND LOCATED. (NOT ALL
SERVICES PROVIDERS ARE MEMBERS OF DBYD)
* THIS TITLE BLOCK IS AN INTEGRAL PART OF THIS DRAWING WHICH IS NOT TO BE
REMOVED
* THIS PLAN SHOULD BE READ IN CONJUNCTION WITH REPORT OF THE SAME REFERENCE
* THE CENTER OF RIGHT SIDE HEAD WALL ON EAST IS ASSUMED BENCH MARK AND ITS
REDUCED LEVEL ASSUMED = 100.00 M
ELP
HYD
L
℄
MH
HW
GS
PS
DW
EPC
PL
BL
PP
SMH
SP
SV
TEL
TL
SW
WM
5H
-
ELECTRICAL LIGHT POLE
HYDRANT
STORM WATER LINTEL
CENTER LINE
MANHOLE
HEAD WALL
GRAVITY SEWER
PRESSURE SEWER
DOMESTIC WATER
ELECTRIC POWER CABLE
PROPERTY LINE
BOUNDARY LINE
POWER POLE
SEWER MANHOLE
SIGN POST
STOP VALVE
TELSTRA PIT
TELSTRA
STORM WATER
WATER METER
DENOTES TREE 5m HIGH
CLIENT:
© CAPENG - 2015
REPRODUCTION WITHOUT WRITTEN
APPROVAL IS STRICTLY PROHIBITED
PERRICOOTA WASTE
MANAGEMENT PTY LTD
PLAN OF:
PERRICOOTA WASTE MANAGEMENT
FACILITY
BEING:
LOT 5 OF DP-
SHOWING: GENERAL DETAIL AND SITE LEVELS
PURPOSE: LAND USE & DEVELOPMENT
APPROVAL, COUNCIL SUBMISSION
01
INITIAL ISSUE
JUNE 2015
REV
AMENDMENTS
DATE
SCALE:
0 mm
700
1400
2100
1mm = 70mm
SHEET 6 OF 6
PROPOSED ABLUTION BUILDING DETAILS
DRAWN:
DATUM:
MI
EASTERN HEAD WALL OF SW
DRAIN
JOB REF:
15-02
DRAWING No. 15-02 6/6
CHECKED:
BG
DATE:
JUNE 2015
LOT # 5 HILLSIDE LANE,
MOAMA 3731, NSW, AUSTRALIA
CAPENG PTY LTD
PO Box 483
Echuca
Victoria 3564
PHONE :
-
email:-www.capeng.com.au
ABN-