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Picture Point Sewer Options - Rev A
PROPOSED SEWER RE-CONFIGURATION OPTIONS
PROPOSED NEW RESIDENCES
39 PICTURE POINT CRESCENT
NOOSA HEADS
IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER
WHILE EVERY CARE IS TAKEN BY NAXOS ENGINEERS PTY LTD TO ENSURE THE
ACCURACY OF THE DATA SUPPLIED BY LOCAL AUTHORITIES, DIAL BEFORE YOU DIG
(DBYD) RECORDS, AS CONSTRUCTED INFORMATION AND DETAILED SURVEY, WE
MAKE NO REPRESENTATIONS OR WARRANTIES ABOUT ITS ACCURACY, RELIABILITY,
COMPLETENESS OR SUITABILITY FOR ANY PARTICULAR PURPOSE AND DISCLAIM ALL
RESPONSIBILITY AND ALL LIABILITY (INCLUDING WITHOUT LIMITATION, LIABILITY IN
NEGLIGENCE) FOR ALL EXPENSES, LOSSES, DAMAGES (INCLUDING INDIRECT OR
CONSEQUENTIAL DAMAGE) AND COSTS WHICH MAY BE INCURRED AS A RESULT OF
DATA BEING INACCURATE OR INCOMPLETE IN ANY WAY AND FOR ANY REASON.
GENERAL NOTES
UNITY WATER GIS INFRASTRUCTURE EXTRACT 1. THE CONTRACTOR IS TO VERIFY THE LOCATION & RELATIVE LEVELS OF EXISTING SERVICES PRIOR
TO CONSTRUCTION. THE CONTRACTOR IS TO TAKE ALL NECESSARY PRECAUTIONS REGARDING
SCALE N.T.S
CONSTRUCTION ADJACENT TO EXISTING SERVICES.
2. THE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE LANDSCAPE ARCHITECTS, OTHER
CONSULTANTS PLANS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED
BY THE SUPERINTENDENT DURING THE COURSE OF THE CONTRACT.
3. THE CONTRACTOR IS TO LIAISE WITH THE LOCAL AUTHORITY PRIOR TO COMMENCING
CONSTRUCTION.
CONSULTANT : NAXOS ENGINEERS
PRELIMINARY DRAWING 4. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT LOCAL AUTHORITY & NAXOS
ENGINEERS STANDARD METHODS, SPECIFICATION & DRAWINGS.
DISCIPLINE : CIVIL DIVISION NOT TO BE USED FOR CONSTRUCTION PURPOSES
CONTACT : JOE FINOCCHIARO 5. TRAFFIC & PEDESTRIAN CONTROL MEASURES ARE TO BE PROVIDED TO LOCAL AUTHORITY &
TELPHONE : 1300 598 544 SUPERINTENDENTS SATISFACTION.
EMAIL : [email protected]
Associated Consultant: Surveyor: RP Description: North: Client: Scale:
AMENDMENTS
PRELIMINARY
.
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN .
. GRAYA AS NOTED
.
A 08.05.2022 PRELIMINARY ISSUE GF Plan Ref.: . . Project: Job No.
Level Datum AHD PROPOSED SEWER RE-CONFIGURATION OPTIONS
.
Size of Land: Orig. Drg. Size
TBC
. A1
T 1300 598 544
FOR PROPOSED NEW RESIDENCES
Approved: Drawn: Design: Drawing No.
IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER
E [email protected] AT 39 PICTURE POINT CRESCENT
GF GT
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information
Ground Floor, Suite 1 NOOSA HEADS C000
and detailed survey, we make no representations or warranties about its accuracy, reliability,
424 Upper Roma Street, Brisbane 4000
NAME Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages PO Box 224, Spring Hill QLD 4004
RPEQ. . Date: . GT GT (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU COVERPAGE & DRAWING INDEX A
ON BEHALF OF NAXOS ENGINEERS
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Page 2
EXISTING CONSTRAINTS TO BE ADDRESSED
1. EXISTING SEWER MANHOLES LOCATED WITHIN BUILDING FOOTPRINT
2. EXISTING SEWER LINE IS HIGHER THAN PROPOSED BASEMENT RL
3. NEIGHBOURS PERMISSION MAY BE REQUIRED WITH CERTAIN OPTIONS
4. BASED ON AERIAL PHOTOGRAPHY, THE REAR OF THE PROPOSED DEVELOPMENT IS
HEAVILY VEGETATED.
5. POSSIBLE LIMITED WORKS ALLOWED WITH BIODIVERSITY OVERLAY ZONES.
SUBJECT TO NOOSA SHIRE COUNCIL APPROVAL.
PROPOSED SOLUTIONS TO ADDRESS SEWER CONSTRAINTS
1. SEWER MANHOLES TO BE RE-POSITIONED SO THAT THEY ARE LOCATED
43 A MINIMUM 1.2m OUTSIDE BUILDING FOOTPRINT.
2. EXISTING SEWER RETICULATION LINE TO BE RELOCATED OUTSIDE
BUILDING FOOTPRINT.
3. EXISTING SEWER TO BE RE-LAID IN SAME LOCATION, HOWEVER, BELOW
BASEMENT RL (SUBJECT TO UNITY WATER CONFIRMATION &
CONFIRMATION OF SEWER INVERT LEVELS).
THIS SEWER MANHOLE NEEDS TO LOCATED TO CONFIRM
.81 THE EXACT POSITION. (WHICH PROPERTY IS THIS IN?) 4. SEWER NEW PROPERTY CONNECTION REQUIRED TO BE INSTALLED TO
45
IL
US
SERVICE THE PROPOSED DEVELOPMENT.
39
5. VACUUM EXCAVATION MAYBE REQUIRED WHEN WORKING WITHIN
BIODIVERSITY ZONES.
6. SEWER WORKS MAY NEED TO UNDERTAKEN WHILST UNDER
USIL 43
.40 SUPERVISION OF QUALIFIED ARBORIST.
IL
40.0
4 DS
43.37
US IL
USIL
40.1
OW
4 40.24
DS IL
FL
OF
N
IO
CT
RE
THIS SEWER MANHOLE NEEDS TO LOCATED TO CONFIRM
DI
THE EXACT POSITION. (WHICH PROPERTY IS THIS IN?)
37
SEWERAGE RETICULATION LEGEND
EXISTING PROPOSED ITEM DESCRIPTION
GRAVITY MAIN
DISUSED / ABANDONED GRAVITY MAIN
PROPERTY CONNECTION
MANHOLE STRUCTURE (MH)
EXISTING SEWER LOCATION OVERLAID ONTO PROPOSED FOOTPRINT MAINTENANCE STRUCTURE (MS)
1:200 @ A1
TERMINAL ENTRY POINT (TEP)
x 0.000 x 0.000 LOT CONTROL LEVEL
STRUCTURE NAME
PRELIMINARY DRAWING NOTES:
NOT TO BE USED FOR CONSTRUCTION PURPOSES 1. THIS IS A GENERIC LEGEND. NOT ALL ITEMS WITHIN THIS LEGEND MAY BE
PRESENT ON THIS PLAN AND THE SCALE OF THE ITEMS MAY BE DIFFERENT
TO THE ITEMS PRESENTED ON THIS PLAN.
Associated Consultant: Surveyor: RP Description: North: Client: Scale:
AMENDMENTS
PRELIMINARY
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
.
.
. GRAYA AS NOTED
.
A 08.05.2022 PRELIMINARY ISSUE GF Plan Ref.: . . Project: Job No.
Level Datum AHD PROPOSED SEWER RE-CONFIGURATION OPTIONS
.
Size of Land: Orig. Drg. Size
TBC
. A1
T 1300 598 544
FOR PROPOSED NEW RESIDENCES
Approved: Drawn: Design: Drawing No.
IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER
E [email protected] AT 39 PICTURE POINT CRESCENT
GF GT
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information
Ground Floor, Suite 1 NOOSA HEADS C101
and detailed survey, we make no representations or warranties about its accuracy, reliability,
424 Upper Roma Street, Brisbane 4000
NAME Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages PO Box 224, Spring Hill QLD 4004
RPEQ. . Date: . GT GT (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU EXISTING SEWER ALIGNMENTS A
ON BEHALF OF NAXOS ENGINEERS
Page 3
OPTION 1
DESCRIPTION OF PROPOSED WORKS
RE-LAY EXISTING SEWER ALMOST IN THE SAME ALIGNMENT, HOWEVER LOWER TO BE BELOW
THE PROPOSED BASEMENT LEVEL OF THE PROPOSED DEVELOPMENT.
THE EXISTING MANHOLE LOCATED ON THE BOUNDARY OF 39 & 41 WILL NEED TO BE
DEMOLISHED AND RECONSTRUCTED IN THE SAME LOCATION. (HOWEVER, IT WILL BE DEEPER)
PERMISSIONS REQUIRED
43 1) UNITY WATER WILL NEED TO PROVIDE APPROVAL TO BUILD OVER PROPOSED
SEWER.
2) IF THE EXISTING SEWER MANHOLE ON THE BOUNDARY OF 39 & 43 IS ACTUALLY
CONTAINED WITHIN 43 PICTURE POINT CRESCENT (AS CURRENT MAPPING SHOWS),
THEN OWNERS CONSENT FROM 43 PICTURE POINT CRESCENT IS REQUIRED.
.81
NEW SEWER MANHOLE IN SAME LOCATION
45
IL
US
39 PROS vs CONS
NEW SEWER PRO 1 - NO ADDITIONAL SEWER MANHOLES NEED TO BE ADDED.
EXISTING SEWER REMOVED
NEW SEWER CONNECTION PRO 2 - ALL WORKS WILL BE OUTSIDE OF THE BIO-DIVERSITY ZONES.
TO SERVICE DEVELOPMENT
.40
USIL 43
IL
40.0
4 DS PRO 3 - THE OWNER OF 43 PICTURE POINT CRESCENT WILL SEE NO CHANGE IN SEWER MANHOLE LOCATION.
EXISTING SEWER MANHOLE TO BE DEMOLISHED
43.37
USIL US IL
40.1 PRO 4 - NO VACUUM EXCAVATION REQUIRED (SUBJECT TO ARBORIST ADVICE)
OW
4
FL
40.24
DS IL
OF
EXISTING SEWER REMOVED
PRO 5 - 1 (ONE) SEWER MANHOLE REMOVED FROM UNITY WATER SEWER SYSTEM.
N
IO
CT
RE
NEW CONNECTION TO SEWER MANHOLE REQUIRED
DI
CON 1 - PERMISSION FROM 43 PICTURE POINT CRESCENT IS REQUIRED.
CON 2 - IF THE EXISTING SEWER MANHOLE ON THE BOUNDARY OF 37 & 39 IS LOCATED ON 37 PICTURE POINT
CRESCENT, THEN PERMISSION IS REQUIRED FROM THE OWNERS OF 37 PICTURE POINT.
37
CON 3 - STRUCTURAL BRIDGING REQUIRED
SEWERAGE RETICULATION LEGEND
EXISTING PROPOSED ITEM DESCRIPTION
GRAVITY MAIN
DISUSED / ABANDONED GRAVITY MAIN
PROPERTY CONNECTION
MANHOLE STRUCTURE (MH)
OPTION 1 - IF BOTH NEIGHBOURS PERMISSION IS GRANTED MAINTENANCE STRUCTURE (MS)
1:200 @ A1
TERMINAL ENTRY POINT (TEP)
PRELIMINARY DRAWING
x 0.000 x 0.000 LOT CONTROL LEVEL
NOT TO BE USED FOR CONSTRUCTION PURPOSES STRUCTURE NAME
NOTES:
1. THIS IS A GENERIC LEGEND. NOT ALL ITEMS WITHIN THIS LEGEND MAY BE
PRESENT ON THIS PLAN AND THE SCALE OF THE ITEMS MAY BE DIFFERENT
TO THE ITEMS PRESENTED ON THIS PLAN.
Associated Consultant: Surveyor: RP Description: North: Client: Scale:
AMENDMENTS
PRELIMINARY
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
.
.
. GRAYA AS NOTED
.
A 08.05.2022 PRELIMINARY ISSUE GF Plan Ref.: . . Project: Job No.
Level Datum AHD PROPOSED SEWER RE-CONFIGURATION OPTIONS
.
Size of Land: Orig. Drg. Size
TBC
. A1
T 1300 598 544
FOR PROPOSED NEW RESIDENCES
Approved: Drawn: Design: Drawing No.
IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER
E [email protected] AT 39 PICTURE POINT CRESCENT
GF GT
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information
Ground Floor, Suite 1 NOOSA HEADS C102
and detailed survey, we make no representations or warranties about its accuracy, reliability,
424 Upper Roma Street, Brisbane 4000
NAME Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages PO Box 224, Spring Hill QLD 4004
RPEQ. . Date: . GT GT (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU SEWER OPTION 1 A
ON BEHALF OF NAXOS ENGINEERS
Page 4
OPTION 2
DESCRIPTION OF PROPOSED WORKS
RE-LAY EXISTING SEWER ALMOST IN THE SAME ALIGNMENT, HOWEVER LOWER TO BE
BELOW THE PROPOSED BASEMENT LEVEL OF THE PROPOSED DEVELOPMENT.
2 NEW SEWER MANHOLES ARE REQUIRED ON THE SUBJECT SITE (NO NEIGHBOURS
CONSENT ARE REQUIRED TO BE OBTAINED)
PERMISSIONS REQUIRED
43 1) UNITY WATER WILL NEED TO PROVIDE APPROVAL TO BUILD OVER PROPOSED
SEWER.
PROS vs CONS
.81
EXISTING SEWER UNALTERED PRO 1 - NO NEIGHBOURS CONSENT NEEDED
45
IL
US
39 PRO 2 - ALL WORKS WILL BE OUTSIDE OF THE BIO-DIVERSITY ZONES.
NEW SEWER MANHOLE REQUIRED
PRO 3 - NO CHANGE TO NEIGHBOURS SEWER CONFIGURATION NEEDED.
NEW SEWER
EXISTING SEWER REMOVED
NEW SEWER CONNECTION PRO 4 - NO VACUUM EXCAVATION REQUIRED. (SUBJECT TO ARBORIST ADVICE)
TO SERVICE DEVELOPMENT
.40
USIL 43
40.0 DS
IL PRO 5 - 1 (ONE) SEWER MANHOLE REMOVED FROM UNITY WATER SEWER SYSTEM.
4
EXISTING SEWER MANHOLE TO BE DEMOLISHED
43.37
USIL US IL
40.1
OW
4
CON 1 - 2 NEW MANHOLES ARE REQUIRED ON THE SUBJECT SITE.
FL
40.24
DS IL
OF
EXISTING SEWER REMOVED
N
IO
CON 2 - STRUCTURAL BRIDGING REQUIRED
CT
NEW SEWER MANHOLE REQUIRED
RE
EXISTING SEWER UNALTERED
DI
CON 3 - DEPENDING ON EXACT SEWER MANHOLE LOCATIONS, THE PROPOSED DEVELOPMENT NEEDS TO BE 2m
FROM CENTRE OF MANHOLE. (2m x 3m CLEAR OPEN SPACE REQUIRED AROUND MANHOLE).
CON 4 - SEWER EASEMENT REQUIRED TO 2 NEW SEWER MANHOLES. (SUBJECT TO UNITY WATER CONFIRMATION)
37
SEWERAGE RETICULATION LEGEND
EXISTING PROPOSED ITEM DESCRIPTION
GRAVITY MAIN
DISUSED / ABANDONED GRAVITY MAIN
PROPERTY CONNECTION
MANHOLE STRUCTURE (MH)
OPTION 2 - NO NEIGHBOURS PERMISSION IS REQUIRED MAINTENANCE STRUCTURE (MS)
1:200 @ A1
TERMINAL ENTRY POINT (TEP)
x 0.000 x 0.000 LOT CONTROL LEVEL
PRELIMINARY DRAWING
NOT TO BE USED FOR CONSTRUCTION PURPOSES STRUCTURE NAME
NOTES:
1. THIS IS A GENERIC LEGEND. NOT ALL ITEMS WITHIN THIS LEGEND MAY BE
PRESENT ON THIS PLAN AND THE SCALE OF THE ITEMS MAY BE DIFFERENT
TO THE ITEMS PRESENTED ON THIS PLAN.
Associated Consultant: Surveyor: RP Description: North: Client: Scale:
AMENDMENTS
PRELIMINARY
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
.
.
. GRAYA AS NOTED
.
A 08.05.2022 PRELIMINARY ISSUE GF Plan Ref.: . . Project: Job No.
Level Datum AHD PROPOSED SEWER RE-CONFIGURATION OPTIONS
.
Size of Land: Orig. Drg. Size
TBC
. A1
T 1300 598 544
FOR PROPOSED NEW RESIDENCES
Approved: Drawn: Design: Drawing No.
IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER
E [email protected] AT 39 PICTURE POINT CRESCENT
GF GT
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information
Ground Floor, Suite 1 NOOSA HEADS C103
and detailed survey, we make no representations or warranties about its accuracy, reliability,
424 Upper Roma Street, Brisbane 4000
NAME Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages PO Box 224, Spring Hill QLD 4004
RPEQ. . Date: . GT GT (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU SEWER OPTION 2 A
ON BEHALF OF NAXOS ENGINEERS
Page 5
OPTION 3
DESCRIPTION OF PROPOSED WORKS
NEW SEWER RETICULATION LINE LAID AWAY FROM PROPOSED BASEMENT AND ALONG BIODIVERSITY OVERLAY
ZONE.
3 (THREE) EXISTING SEWER MANHOLES ARE TO BE ABOLISHED & REMOVED FROM UNITY WATER SEWER SYSTEM.
1 (ONE) NEW SEWER MANHOLE TO BE CONSTRUCTED ON SUBJECT SITE ( OR IN 43 PICTURE POINT CRESCENT)
NEW PRIVATE DRAINAGE REQUIRED TO CONNECT 43 PICTURE POINT CRESCENT TO NEW SEWER CONNECTION
POINT.
43
SEWER PERMISSION REQUIRED FROM BOTH NEIGHBOURS. (37 & 43 PICTURE POINT CRESCENT).
NEW SEWER CONNECTION TO SERVICE
PERMISSIONS REQUIRED
43 PICTURE POINT CRESCENT
1) UNITY WATER WILL NEED TO PROVIDE APPROVAL TO BUILD OVER PROPOSED
NEW PRIVATE DRAINAGE TO NEW
SEWER PROPERTY CONNECTION SEWER.
NEW SEWER 2) OWNERS CONSENT REQUIRED FROM 43 PICTURE POINT CRESCENT.
.81
EXISTING SEWER MANHOLE TO BE DEMOLISHED 3) OWNERS CONSENT REQUIRED FROM 37 PICTURE POINT CRESCENT.
45
IL
NEW SEWER CONNECTION US
TO SERVICE DEVELOPMENT 39
EXISTING SEWER REMOVED PROS vs CONS
PRO 1 - 1 (ONE) EXISTING SEWER MANHOLE IN 43 PICTURE POINT
.40
43
USIL
40.0 EXISTING SEWER REMOVED
DS
IL CRESCENT REMOVED.
4
EXISTING SEWER MANHOLE TO BE DEMOLISHED
43.37 PRO 2 - 1 (ONE) EXISTING SEWER MANHOLE IN 37 PICTURE POINT
USIL US IL
40.1
OW
4 CRESCENT REMOVED.
FL
40.24
DS IL
OF
EXISTING SEWER REMOVED
N
IO
PRO 3 - 3 (THREE) SEWER MANHOLES REMOVED FROM UNITY WATER
CT
RE
SEWER SYSTEM.
DI
EXISTING SEWER MANHOLE TO BE DEMOLISHED
PRO 4 - NEW SEWER RETICULATION LINE MOVED AWAY FROM
PROPOSED BASEMENT.
37
CON 1 - WORKS REQUIRED ON NEIGHBOURING SITE.
CON 2 - DEPENDING ON EXACT SEWER MANHOLE LOCATIONS, THE
PROPOSED DEVELOPMENT NEEDS TO BE 2m FROM CENTRE
OF MANHOLE. (2m x 3m CLEAR OPEN SPACE REQUIRED SEWERAGE RETICULATION LEGEND
AROUND MANHOLE). EXISTING PROPOSED ITEM DESCRIPTION
GRAVITY MAIN
CON 4 - SEWER EASEMENT REQUIRED TO NEW SEWER MANHOLE ON DISUSED / ABANDONED GRAVITY MAIN
SUBJECT SITE. (SUBJECT TO UNITY WATER CONFIRMATION)
PROPERTY CONNECTION
CON 5 - VACUUM EXCAVATION MAYBE REQUIRED DUE TO PROXIMITY MANHOLE STRUCTURE (MH)
OPTION 3 - BOTH NEIGHBOURS PERMISSION IS REQUIRED OF EXISTING VEGETATION. (SUBJECT TO ARBORIST ADVICE). MAINTENANCE STRUCTURE (MS)
1:200 @ A1
TERMINAL ENTRY POINT (TEP)
CON 6 - STRUCTURAL BRIDGING REQUIRED.
x 0.000 x 0.000 LOT CONTROL LEVEL
PRELIMINARY DRAWING CON 7 - SEWER WORKS MAY NEED TO UNDERTAKEN WHILST UNDER STRUCTURE NAME
NOT TO BE USED FOR CONSTRUCTION PURPOSES SUPERVISION OF QUALIFIED ARBORIST.
NOTES:
1. THIS IS A GENERIC LEGEND. NOT ALL ITEMS WITHIN THIS LEGEND MAY BE
PRESENT ON THIS PLAN AND THE SCALE OF THE ITEMS MAY BE DIFFERENT
TO THE ITEMS PRESENTED ON THIS PLAN.
Associated Consultant: Surveyor: RP Description: North: Client: Scale:
AMENDMENTS
PRELIMINARY
.
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN .
. GRAYA AS NOTED
.
A 08.05.2022 PRELIMINARY ISSUE GF Plan Ref.: . . Project: Job No.
Level Datum AHD PROPOSED SEWER RE-CONFIGURATION OPTIONS
.
Size of Land: Orig. Drg. Size
TBC
. A1
T 1300 598 544
FOR PROPOSED NEW RESIDENCES
Approved: Drawn: Design: Drawing No.
IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER
E [email protected] AT 39 PICTURE POINT CRESCENT
GF GT
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information
Ground Floor, Suite 1 NOOSA HEADS C104
and detailed survey, we make no representations or warranties about its accuracy, reliability,
424 Upper Roma Street, Brisbane 4000
NAME Checked: Supervisor: completeness or suitability for any particular purpose and disclaim all responsibility and all Title: Revision:
liability (including without limitation, liability in negligence) for all expenses, losses, damages PO Box 224, Spring Hill QLD 4004
RPEQ. . Date: . GT GT (including indirect or consequential damage) and costs which may be incurred as a result of
data being inaccurate or incomplete in any way and for any reason.
NAXOSENGINEERS.COM.AU SEWER OPTION 3 A
ON BEHALF OF NAXOS ENGINEERS