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SUPERSEDED - Approved Plans OPW22-0218
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T
W
T
NOOSA COUNCIL
S
APPROVED PLAN
///
D
T
OPW22/0218 31 OCT 2022
W
T
///
S
///
HAY STREET
D
///
T
W
T
EXISTING EXISTING EDGE
S
OF BITUMEN
SEWER MAIN /// ///
D
///
T
REINFORCED CONCRETE
W
T
EXISTING
O.Nail in Kerb ACCESS DRIVEWAY
S
ELECTRICITY
RL 5.095
///
/ / / / / / / / / / / / / / / / / / / / PROPERTY BOUNDARY PILLAR BOX
E
/ / / / /
/
/ / / / / / /
/
/ / /
D / /
6 ///
W
T
T
E/O /
ACCESS DRIVEWAY
/
///
H
D
///
/
3.5m
S
PROPOSED
///
/
E/O ALLOTMENT
/
H
/
BOUNDARY ///
W
T
T
///
///
D
///
S
/
E/O
/
WARD STREET
H
/
/
W
T
/
PROPOSED 4.5m
D
PASSING BAY PRELIMINARY
S
/
S
WIDE EASEMENT BUILDING
FOR ACCESS AND
/
FOOTPRINT
/
SERVICES
T
W
D
S
S
/
/
PROPERTY BOUNDARY
/
T
/
S
W
D
/
S
/
/
/
T
/ / / /
S
/ /
W
/ /
D
/ / / / / / / / / /
S
/
PROPERTY BOUNDARY
T
S
W
D
/
> > >
S
T
S
W
D
/
PROPOSED INTER-ALLOTMENT
PROPOSED DRAINAGE WITHIN 1.5m WIDE EASEMENT
S
ALLOTMENT
S
T
LEGEND LEGEND BOUNDARY
W
D
UP
EXISTING FEATURES EXISTING PRELIMINARY
PROPOSED FEATURES
BUILDING
S
OVERALL RP BOUNDARY RP BOUNDARY SEWER MAIN FOOTPRINT
S
T
W
D
CADASTRAL EASEMENT RP EASEMENT FUTURE EXTENSION OF
ACCESS DRIVEWAY WITH
SURVEYED RP BOUNDARY ROAD CENTRELINE BUILDING WORKS
S
S
CADASTRAL RP BOUNDARY CONCRETE DRIVEWAY
W
D
ROAD CENTRELINE RETAINING WALL (MAX 1000mm HIGH)
T
ROAD KERB & CHANNEL > > > DRAINAGE SWALE
S
S
/// /// /// ///
EDGE OF BITUMEN EARTHWORKS BATTERS
W
D
T
D D STORMWATER STORMWATER DRAINAGE
S
W W WATER RETICULATION DESIGN CONTOUR
S S SEWER RETICULATION
D
/
T
> > >
S
E/OH OVERHEAD ELECTRICAL
/ / / / / / / / / / / / / / / / / / /
S
E E UNDERGROUND ELECTRICAL PROPERTY BOUNDARY
T T TELSTRA PROPOSED PVC-U TRUNK
D
T
S
CHANGE IN GRADE STORMWATER SEWER MAIN
DRAINAGE
S
BUILDING
/ / / FENCE
S
T
RETAINING WALL
12 NATURAL CONTOUR 0 2.5 5 7.5 10 12.5m
SCALE 1:250 A3
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Rev Date Comment Altered Checked
Designed: AJD
Drawn: AJD A 14-04-22 ORIGINAL ISSUE AJD JP
SUNSHINE COAST OFFICE NORTH LAKES OFFICE Checked: JP B 24-08-22 ISSUE FOR APPROVAL AJD SC
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: MARCH 2022
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001
MANAGEMENT This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au SYSTEMS
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
Ph. (07) 5493 9777 Trading name of SN Registrars (Holdings) Ltd
8327 Director: BRETT THOMSON (RPEQ 6068) PLAN No: REVISION: SHEET: 04 OF 14
Document Set ID: 22090891 [email protected] Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD) be used for construction without prior written approval. FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-004.DWG
Version: 1, Version Date: 01/09/2022
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Full text of sections 2 to 6 (of 8)
Section 2
T
W
T
EARTHWORKS QUANTITIES
NOOSA COUNCIL
S
TOPSOIL STRIPPING: 187m
APPROVED PLAN
///
D
T
EARTHWORKS CUT: 5m
OPW22/0218 31 OCT 2022
W
T
FILL REQUIRED: 768m ///
IMPORT: 763m
S
EXISTING
///
NOTES:
HAY STREET
D
///
T
1. ALL VOLUMES INDICATED ARE SOLID VOLUMES. SEWER MAIN
W
2. ASSUMED SITE STRIP AT 100mm THICK.
T
3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
EXISTING EDGE
S
LEVELS AFTER "SITE STRIP" AND EARTHWORKS / SUBGRADE A OF BITUMEN
LEVEL. ///
006 PROPOSED CONCRETE SLEEPER
///
D
///
T
PROPOSED 3m RETAINING (MAX 300mm HIGH)
W
T
EXISTING
O.Nail in Kerb WIDE SEWER
S
ELECTRICITY
RL 5.095
///
EASEMENT
/ / / / / / / / / / / / / / / / / / / / PROPERTY BOUNDARY PILLAR BOX
E
/ / / / /
/
/ / / / / / /
/
/ / /
D / / 2.0 6 ///
W
T
T
E/O /
ACCESS DRIVEWAY
2.0
/
///
H
D
///
/
S
PROPOSED 2.5
///
/
E/O ALLOTMENT
/
H TOW 2.85 TOW 2.77
/
BOUNDARY ///
2.5
T10
W
T
BOW 2.56
T
///
BOW 2.48 ///
D
///
S
/
E/O
/
TOW 2.63
WARD STREET
H TOW 2.50 FSL 2.11
/
BOW 2.37
BOW 2.17
/
W
T
/
D
S
TOW 2.73 TOW 2.67
/
S
PROPOSED 4.5m
WIDE EASEMENT BOW 2.53 BOW 2.47
/
FOR ACCESS AND 5.35m
/
SERVICES
B
T
006
W
D
S
2.5
S
/
/
PROPOSED
PROPERTY BOUNDARY
RETAINING
WALL
/
T
/
S
W
D
1% MIN FALL
/
S
2.5
T10
/
/
/
T
/ / / /
S
/ /
W
/ /
D
/ / / / / / / / / /
EXISTING
S
BUILDING TO
BE REMOVED
/
2.5
PROPERTY BOUNDARY
T
S
W
D
/
FSL 2.68 > > >
S
T
S
W
D
/
TOW 2.73 TOW 2.70 TOW 2.50
BOW 2.34 BOW 2.29 PROPOSED BOW 1.75
S
ALLOTMENT
S
T
LEGEND LEGEND BOUNDARY
W
D
EXISTING
EXISTING FEATURES PROPOSED FEATURES EXISTING
BUILDING TO PROPOSED COMMON
S
OVERALL RP BOUNDARY BE REMOVED RETAINING WALL WITHIN
RP BOUNDARY SEWER MAIN
S
T
EASEMENT (REFER
W
D
CADASTRAL EASEMENT RP EASEMENT DETAIL DWG 3045-006)
SURVEYED RP BOUNDARY ROAD CENTRELINE 5.35m C
S
LL
FA
006
S
CADASTRAL RP BOUNDARY CONCRETE DRIVEWAY 1% MIN FALL
W
D
ROAD CENTRELINE RETAINING WALL (MAX 1000mm HIGH)
T
TOW 2.50
1.5
ROAD KERB & CHANNEL > > > DRAINAGE SWALE PROPOSED 3m BOW 1.61
S
S
/// /// /// ///
EDGE OF BITUMEN WIDE SEWER
EARTHWORKS BATTERS TOW 2.50
EASEMENT
W
D
PROPOSED CONCRETE
T
D D STORMWATER STORMWATER DRAINAGE BOW 1.77
EXISTING SLEEPER RETAINING WALL (MAX
S
W W WATER RETICULATION EARTHWORKS CUT SHEDS TO BE 1000mm HIGH). DESIGN AND TOW 2.50
CERTIFICATION BY OTHERS. BOW 1.54
2.5
S S SEWER RETICULATION EARTHWORKS FILL REMOVED
D
/
T
> > >
S
E/OH OVERHEAD ELECTRICAL 63 DESIGN CONTOURS
1.5
/
2.0
/ / / / / / / / / / / / / / / / / /
S
2.5 2.0 1.5
E E UNDERGROUND ELECTRICAL PROPERTY BOUNDARY
FSL 2.66
T T TELSTRA ESL 2.66 TOW 2.66 PROPOSED TOW 2.60 TOW 2.54 TOW 2.50
D
T
BOW 2.49 BOW 2.27 BOW 1.79
Section 3
S
STORMWATER BOW 1.50
CHANGE IN GRADE RETAINING WALL NOTE:
DRAINAGE
S
BUILDING CONCRETE SLEEPER AND GALVANISED STEEL POST,
PROPRIETARY RETAINING WALL. WALL HEIGHT TO BE
/ / / FENCE LESS THAN 1m AND NOT REQUIRING CERTIFICATION. NOOSA COUNCIL FLOOD CERTIFICATE
S
T
RETAINING WALL WALL SHALL BE INSTALLED IN ACCORDANCE WITH DEFINED FLOOD LEVEL (DFE) - RL2.5m AHD PVC-U TRUNK
MANUFACTURERS SPECIFICATIONS BY A SUITABLY MINIMUM BUILDING FLOOR LEVEL - FFL2.8m AHD SEWER MAIN
12 NATURAL CONTOUR QUALIFIED AND LICENSED TRADESPERSON.
0 2.5 5 7.5 10 12.5m
SCALE 1:250 A3
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Rev Date Comment Altered Checked
Designed: AJD
Drawn: AJD A 14-04-22 ORIGINAL ISSUE AJD JP
SUNSHINE COAST OFFICE NORTH LAKES OFFICE Checked: JP B 24-08-22 ISSUE FOR APPROVAL AJD SC
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: MARCH 2022
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001
MANAGEMENT This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au SYSTEMS
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
Ph. (07) 5493 9777 Trading name of SN Registrars (Holdings) Ltd
8327 Director: BRETT THOMSON (RPEQ 6068) PLAN No: REVISION: SHEET: 05 OF 14
Document Set ID: 22090891 [email protected] Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD) be used for construction without prior written approval. FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-005.DWG
Version: 1, Version Date: 01/09/2022
Section 4
NOOSA COUNCIL
APPROVED PLAN
NEW LOT BDY
OPW22/0218 31 OCT 2022
EMT BDY
EMT BDY
EMT BDY
RP BDY
RP BDY
LOT 5 COMMON RETAINING EASEMENT FOR ACCESS LOT 3
RP77225 WALL (REFER DETAIL) AND SERVICES RP72903
LOT 401
DESIGN SURFACE
CONCRETE SLEEPER RETAINING EXISTING SURFACE CONCRETE PROPOSED CONCRETE
(HEIGHT VARIES - 1m MAX) SLEEPER RETAINING ACCESS DRIVEWAY
(300mm MAX HIGH)
SECTION A
SCALE 1:200 (A3)
EMT BDY
NEW RP BDY
RP BDY
EASEMENT FOR
LOT 201 ACCESS LOT 401 TOP OF WALL
AND SERVICES
DESIGN SURFACE RL 2.50
1% MIN
HAY STREET
PROPOSED CONCRETE EXISTING SURFACE
ACCESS DRIVEWAY
SECTION B
0.5m WIDE EASEMENT SCALE 1:200 (A3)
FOR SUPPORT
RP BDY
EMT BDY
EMT BDY
LOT 402 LOT 401
RP BDY
RETAINING WALL
RP BDY
LOCATED CENTRAL TO
COMMON BOUNDARY
LOT 1
TOP OF WALL
RP77225 LOT 402
HIGH POINT RL 2.50
FSL ~RL2.5 DESIGN SURFACE
FALL RL 2.75 1% MIN
HAY STREET
EXISTING EXISTING SURFACE
SURFACE
SECTION C
SCALE 1:200 (A3)
DRAINAGE GRAVEL 0 2 4 6 8 10m
AND DRAINAGE TO RETAINING WALL NOTE:
MANUFACTURERS CONCRETE SLEEPER AND GALVANISED STEEL POST,
PROPRIETARY RETAINING WALL. WALL HEIGHT TO BE SCALE 1:200 A3
SPECIFICATIONS FOOTING AS PER
LESS THAN 1m AND NOT REQUIRING CERTIFICATION.
MANUFACTURERS
WALL SHALL BE INSTALLED IN ACCORDANCE WITH 0 0.2 0.4 0.6 0.8 1.0m
SPECIFICATIONS
MANUFACTURERS SPECIFICATIONS BY A SUITABLY
QUALIFIED AND LICENSED TRADESPERSON.
COMMON RETAINING WALL DETAIL SCALE 1:20 A3
SCALE 1:20 (A3)
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Rev Date Comment Altered Checked
Designed: AJD
Drawn: AJD A 14-04-22 ORIGINAL ISSUE AJD JP
SUNSHINE COAST OFFICE NORTH LAKES OFFICE Checked: JP B 24-08-22 ISSUE FOR APPROVAL AJD SC
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: MARCH 2022
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001
MANAGEMENT This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au SYSTEMS
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
Ph. (07) 5493 9777 Trading name of SN Registrars (Holdings) Ltd
8327 Director: BRETT THOMSON (RPEQ 6068) PLAN No: REVISION: SHEET: 06 OF 14
Document Set ID: 22090891 [email protected] Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD) be used for construction without prior written approval. FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-006.DWG
Version: 1, Version Date: 01/09/2022
Section 5
LEGEND
W
T
///
S
EXISTING FEATURES
S
///
OVERALL RP BOUNDARY
///
T
19.00 - START OF PASSING BAY
TREE
W
31.00 - END OF PASSING BAY
T
///
EXISTING CADASTRAL EASEMENT
S
///
S
SURVEYED RP BOUNDARY
///
HAY S
SEWER MAIN
///
CADASTRAL RP BOUNDARY
///
W
T
REINFORCED CONCRETE ROAD CENTRELINE
S
S
ACCESS DRIVEWAY
///
/// ///
EXISTING EDGE ROAD KERB & CHANNEL
EXISTING OF BITUMEN
TC 38.156
///
ELECTRICITY
/// /// /// ///
EDGE OF BITUMEN
W
T
///
30.00
40.00
-4.844
20.00
10.00
PILLAR BOX D D STORMWATER
0.00
S
S
///
/ / / PROPERTY BOUNDARY W W WATER RETICULATION
/ / / /
E E E
///
/ / / /
/
/ / / / / / /
/
/ / /
/ / 2.0 6 /// TBM 2
S S SEWER RETICULATION
W
ACCESS DRIVEWAY
T
/ NAIL IN BITUMEN
2.0
///
///
///
4.5m
3.5m
S
RL 1.590 E/OH OVERHEAD ELECTRICAL
S
PROPOSED 2.5
///
3.9 E E UNDERGROUND ELECTRICAL
/
ALLOTMENT
6.5m
///
m ///
BOUNDARY ///
2.5
W
T T TELSTRA
T
///
///
6
///
R-
S
S
/
CHANGE IN GRADE
JOIN NEATLY AND
BUILDING
SMOOTHLY TO
/
W
PROPOSED 4.5m 3.0m 6.0m 3.0m EXISTING BITUMEN / / / FENCE
CT 47.581
S
S
WIDE EASEMENT RETAINING WALL
FOR ACCESS AND
/
PRELIMINARY
SERVICES 12 NATURAL CONTOUR
BUILDING
50.00 PASSING BAY FOOTPRINT
W
S
2.5
S
/
LEGEND
PROPERTY BOUNDARY
INTER-ALLOTMENT PROPOSED FEATURES
/
3.5m
DRAINAGE WITHIN 2m
S
W
RP BOUNDARY
S
2.5
WIDE EASEMENT
RP EASEMENT
/
PVC-U TRUNK
SEWER MAIN ROAD CENTRELINE
/ / /
S
/
600x600
W
S
CONCRETE DRIVEWAY
600x600 FIELD INLET
FIELD INLET RETAINING WALL (MAX 1000mm HIGH)
600x600 PROVIDE TURFED SWALE, AS
/
2.5
FIELD INLET REQUIRED TO ENSURE FREE > > > DRAINAGE SWALE
S
W
60.00 DRAINING OUTLET
EARTHWORKS BATTERS
PROPERTY BOUNDARY
/
> > >
S
STORMWATER DRAINAGE
S
4.5m 63 DESIGN CONTOUR
W
/
INTER-ALLOTMENT GROUTED STONE PITCHING
PROPOSED DRAINAGE WITHIN STORMWATER STRUCTURE NUMBER
S
AND ENERGY DISSIPATOR
ALLOTMENT 1.5m WIDE EASEMENT TO STORMWATER OUTLET
S
BOUNDARY
W
UP
EXISTING PRELIMINARY
BUILDING
S
SEWER MAIN 3.0m FOOTPRINT
S
W
70.00 FUTURE EXTENSION OF
ACCESS DRIVEWAY WITH
BUILDING WORKS
S
S
W
1.5
S
PVC-U WATER MAIN
S
W
S
STORMWATER
2.5
DRAINAGE
/
> > >
S
80.00
1.5
/
2.0
/ / / / / / / / / / / / / / / / / /
S
80.745 2.5 2.0 1.5 PROVIDE TURFED SWALE, AS
PROPERTY BOUNDARY
600x600 REQUIRED TO ENSURE FREE
600x600 PROPOSED FIELD INLET DRAINING OUTLET
S
FIELD INLET STORMWATER GROUTED STONE PITCHING
DRAINAGE AND ENERGY DISSIPATOR
S
TO STORMWATER OUTLET
NOOSA COUNCIL
S
APPROVED PLAN
OPW22/0218 31 OCT 2022
0 2.5 5 7.5 10 12.5m
SCALE 1:250 A3
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Rev Date Comment Altered Checked
Designed: AJD
Drawn: AJD A 14-04-22 ORIGINAL ISSUE AJD JP
SUNSHINE COAST OFFICE NORTH LAKES OFFICE Checked: JP B 24-08-22 ISSUE FOR APPROVAL AJD SC
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: MARCH 2022
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001
MANAGEMENT This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au SYSTEMS
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
Ph. (07) 5493 9777 Trading name of SN Registrars (Holdings) Ltd
8327 Director: BRETT THOMSON (RPEQ 6068) PLAN No: REVISION: SHEET: 09 OF 14
Document Set ID: 22090891 [email protected] Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD) be used for construction without prior written approval. FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-009.DWG
Version: 1, Version Date: 01/09/2022
Section 6
DESIGN LINE SETOUT - ACCESS DRIVEWAY NOOSA COUNCIL
POINT CHAINAGE EASTING NORTHING LEVEL BEARING RAD/SPIRAL A.LENGTH D.ANGLE APPROVED PLAN
IP 1 -4.844 3090.340 7997.750 1.680 OPW22/0218 31 OCT 2022
TC 38.156 3047.340 7997.750 2.490
IP 2 42.868 3041.340 7997.750 2.537 R = -6.000 9.425
CT 47.581 3041.340 7991.750 2.580
IP 3 80.745 3041.342 7958.586
HI CH.62.356 RL.2.675
IP CH.62.356 RL.2.675
IP CH.46.381 RL.2.572
IP CH.2.743 RL.2.136
DESIGN
SURFACE
LOT 401
LOT 402
EXISTING
SURFACE
STORMWATER
RP BOUNDARY
DRAINAGE FUTURE DRIVEWAY EXTENSION
HORIZ CURVE DATA R-6m
VERTICAL GEOMETRY GRADE 6% 1% 0.645% -0.687%
VERTICAL GRADE LENGTH 7.587m 43.638m 15.975m 18.104m
DATUM RL-1.0
CUT 0 3 0 0 0
VOLUMES
FILL 0 1 13 11 2
1.680
1.971
2.136
2.308
2.508
2.572
2.660
2.675
2.554
DESIGN CONTROL LINE
EDGE OF
1.703
2.023
2.188
2.361
2.561
2.624
2.712
CONCRETE RIGHT
EDGE OF
1.658
1.941
2.151
2.391
2.563
2.626
2.712
CONCRETE LEFT 0 0.5 1.0 1.5 2.0 2.5m
-4.844 1.680
1.974
2.202
20.000 2.273
40.000 2.310
46.381 2.578
60.000 2.429
62.356 2.419
80.000 2.532
EXISTING SURFACE
SCALE 1:50 A3
80.745
0.000
2.743
CHAINAGE 0 5.0 10 15 20 25m
SCALE 1:500 A3
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Rev Date Comment Altered Checked
Designed: AJD
Drawn: AJD A 14-04-22 ORIGINAL ISSUE AJD JP
SUNSHINE COAST OFFICE NORTH LAKES OFFICE Checked: JP B 24-08-22 ISSUE FOR APPROVAL AJD SC
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: MARCH 2022
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001
MANAGEMENT This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au SYSTEMS
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
Ph. (07) 5493 9777 Trading name of SN Registrars (Holdings) Ltd
8327 Director: BRETT THOMSON (RPEQ 6068) PLAN No: REVISION: SHEET: 10 OF 14
Document Set ID: 22090891 [email protected] Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD) be used for construction without prior written approval. FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-010.DWG
Version: 1, Version Date: 01/09/2022
The text continues on section 7.