Original source · versioned page text
Approved Plan - OPW22/0052.01
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
T-COMP
NOTE:
· ALL WALLS OTHER THAN REINFORCED BLOCKWORK ARE TO BE A DESIGN AND CONSTRUCT ITEM.
T-C
· WHERE AN ITEM OF THE WORKS (EG RETAINING WALL, TRUSS, SHORING, PILES, WATER QUALITY DEVICE)
OM
T-COMP
IS NOMINATED AS 'DESIGN AND CONSTRUCT' OR AS A PROPRIETARY ITEM, THE PRODUCT IS TO BE
P
T-COMP
DESIGNED AS A SYSTEM AND CONSTRUCTED BY THE CONTRACTOR AS PART OF ITS CONTRACT ACTIVITIES,
WITH CERTIFICATION (DESIGN & CONSTRUCTION) BY A REGISTERED PROFESSIONAL ENGINEER OF
QUEENSLAND. THE DESIGNER IS TO MAKE ALLOWANCE FOR ALL LOADS, FIXINGS AND PENETRATIONS
T-COMP
THAT ARE SHOWN ON THE PROJECT DRAWINGS OR THAT CAN BE REASONABLY ANTICIPATED.
T -C
ALTERNATIVES TO ANY NOMINATED SYSTEM WILL BE CONSIDERED BUT MUST BE AGREED IN WRITING BY
OM
·
SP185853
THE SUPERINTENDENT AS BEING EQUIVALENT IN BOTH PERFORMANCE AND AESTHETICS.
P
EMT A
T-COMP
· ALL INFORMATION RELATING TO THE SYSTEM AND THE INVESTIGATION UNDERTAKEN MUST BE
SUBMITTED TO SUPERINTENDENT PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION, INCLUDING
T-COMP
DESIGN CERTIFICATION. THE INVESTIGATION AND DESIGN OF THE SYSTEM SHALL BE COMPLETED TO
T -C
INCLUDE BUT NOT LIMITED TO AS4678, TEMPORARY SHORING OR SUPPORTS, FOOTINGS, BACKFILL,
T-COMP
OM
PENETRATIONS, AND ANY FIXINGS SUCH AS FENCES AND HANDRAILS.
P
· WHERE AVAILABLE GEOTECHNICAL INFORMATION IS DEFICIENT, THE DESIGNER SHALL COMPLETE THEIR
OWN GEOTECHNICAL INVESTIGATION OF THE GROUND CONDITIONS OF THE SITE INCLUDING WATER
T-CO
T-COMP
MP TABLE LEVEL AND SURCHARGE / LIVE LOADS APPLICABLE.
2
T-COMP
T-C
26 DP327773 T-CO
MP
OM
SP151406
T-COMP
P
T-CO
MP
T-CO
T-COMP
MP
T-C
2 2
O
18.00
MP
C0120
T-CO
MP RP222164 CUT AND FILL VOLUME
T-COMP
18.10
CUT: 79m³
18.20 FILL: 1430m³
T-C
3 BALANCE: 1351m³ (IMPORT)
T-COMP
OM
18.30
P
C0120
18.40
U
T-COMP
T-
CO
M
18.50 TAP
P
T-C
17.90
18.00
18.60
OM
20
17. 18.10
P
T-COMP
T-
17.00
17.10
17.20
17.30
17.40
17.50
17.60
17.70
18.00
17.80
18.10
18.20
18.30
18.40
18.50
18.60
18.70
17.90
18.80
18.90
19.00 TAP 18.70
CO 17.30 18.3
18
19 .20
.3
.4
.5
.6
.7
.8
.9
.0
.1
.2
.4 0
M 19.10
19.40
T-COMP
P 17.40 18.80
19.40 PP
OMMM P
T-COM
19.20
EE-C-CO
17.50
O
17.60 19.50 E-C
T- .90
CO .30
P
18 PP
OMMM
T-COMP
M 17.70 19 P
P EE-C-CO O
E-C
SP185853
1 17.80
EMT A
T-COMP
.00 PP
C0120 17.90 19 OMMM P
EE-C-CO O
T-COM
E -C
U
T-C
18.00
19.60
DP327773
OM
PP
OMMM
EMT B
P
18.10
P
EE-C-CO
P
0 P
T-COMP
.1
C O OM
19 E-
T-C
18.20
TAP PP
T-COMP
TAP OMMM P
EE--CCO
18.30
O
MP
T-C
19.70 E-C
T-COM
0
19.2 EP O
T-C
19.40
OM
18.40
PP
P
OMMM
MP
P
EE--CCO
P
O
.50
E-C
O
P P
T-C
OM
18.50
OM
0
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Full text of sections 2 to 7 (of 10)
Section 2
18
19.3
T-C T-C
MP
0
P
.6
OM MP P
T-CO
18
T-C
EE--CC-O
T-C
OM
18.60
C
OM
V E P
OM
P
T-C
OM
0
19.4 OM
8.70
T-COM
P
19.50 T-C T-C
P
OM
18.70
PP
P
OM MM P
OM
1
EE--CCO
T-C
0
P
O OM
.8
E-C 18
T-C P
18.80
MP
P
1 M P
-CO
P
- CO OM
MP
90
T-C
T
DP327773 OMMM
PP PW T-C
18.
18.90
OM
EE--CC-O
T-CO
T-C
TAP U
19.60
C O OM
P E
50
P
19. P
19.00
C OM MP 90
MMPP PW
-
T -CO 18.
WM O 18.90
EE--CCO OM .50
19.10 E-C 19
P
T-C
19.80 CO
M
MP .40
MMPP PW- 19
OM
-CO
19.0
MP
19.70 0
O T
EE-C-CO OM 0
P
19.20
9.3
T-CO
E-C 1
MP P EP .20
PP W-CO OM 19
19.30 19 19.10
.90 M
O MMP T -C
EE-C-CO O
E-C
T-C
19.80
MP
OM
19.40 20
PP W-CO P
OM
.00 19.20
P
M
MP
O M P T -C
T-CO EE-C-COCOM
19.50 E-
P 19.30
OM
20.1
.10 P
MMPP PW-C OM
0
20 O T-C
T-C
EE-C-COCOM
.00 E-
OM
19.60
20 19.40
19 P
P
M
PP -CO P
.90
OMMM PW OM
T-C
P
EE-C-COCO 19.50
19.70
M
90
E-
T-CO
19.
19.80
MP
P CO P
T-C
OMMP W- OM
19.60
EE-C-COCOMP T-C
OM
E-
P
00 P
20. P C OM P 19.70
OMMP W- OM
EE--CCOCOMP T-C
MP
E-
FHP
T-CO
T-C
10 M
20. P CO
19.80
MP
OM
OMMP PW-
EE--CCOCOM T-C
O
D
AR
P
E- EP
PP -COM
P
O S
20.
20
M 19.90
O
DI N
C O M PW
EE--COCOM NOOSA COUNCIL
E-
OM
P
MP PW -CO
M P
T-C
OM
P
MUN APPROVED PLAN
EE--CCOCOM
EU OPW22/0052.01 9 JAN 2024
20.00
20.30
E-
P P
M OM
TAP P -CO T-C
OM MP PW
EE--CCOCOM T-COMP
E- T-COMP THIS DRAWING IS BEST
EP P CO
MP
P WM C O M T -
OM
P
VIEWED IN COLOUR AND
OM MP PW- T-C
EE--CCOCOM
20.10
WM E -
MP ON AN ELECTRONIC DEVICE
O M P T -CO P
OM
P
MP PW-
C OM
EE--CC-OCOM T-C
E P PROJECT NORTH
OM
20.20
T-C
PP MP
OM MM P -CO
EE--CC-OO T
E C COMP
T-
P
20.30 P
OM MP P OM
EE--CC-OCOM MP T-C
E T-CO
P P
OM MP P OM
EE--CC-O
C OMCOMP T-C DIMENSIONS IN METRES EXCEPT WHERE
E T- 20.40 A1 UNREDUCED
Section 3
J:\2021\21308\05_DRAWINGS\DRG\C0110.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
20.50
PP P SIZES IN MILLIMETRES A3 REDUCED
OM MM P MP EP OM
EE--CC-OO O T-C
E C T-C SCALES UNREDUCED / REDUCED
P P 0 2.0 4.0 6.0 8.0 10.0 m
OM MP O P P OM
C M
EE--CC-OCOT-M T-C 1 : 200 / 1 : 400
E
P P P
OM MCPOPM OM
EE--CCOCTO-M T-C
E-
P
T-C
OM PLAN STATUS
SCALE 1:200
PRELIMINARY
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
24/11/2023 4:05:01 PM
E 24.11.23 AMENDED OPERATIONAL WORKS SUBMISSION KN KN RG RG BDH GROUP NOOSAVILLE TYRE EARTHWORKS LAYOUT 21308
CONFIRM CURRENT D 17.10.23 ISSUE FOR REVIEW FK AE KN KR
DRAWING REVISION C 22.03.22 RESPONSE TO RFI WO KN RG
07048 AND AUTO DRAWING No. REVISION
RPEQ
http://docs.bornhorstward.com.au/revision/ B 17.02.22 OPERATIONAL WORKS SUBMISSTION KN KN RG RG
DATE 24.11.23 DATE 24.11.23
RETAIL DEVELOPMENT C0110 E
A 01.02.22 ISSUE FOR REVIEW TK KN RG
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
Section 4
NOTE:
· ALL WALLS OTHER THAN REINFORCED BLOCKWORK ARE TO BE A DESIGN AND CONSTRUCT ITEM.
· WHERE AN ITEM OF THE WORKS (EG RETAINING WALL, TRUSS, SHORING, PILES, WATER QUALITY
DEVICE) IS NOMINATED AS 'DESIGN AND CONSTRUCT' OR AS A PROPRIETARY ITEM, THE
PRODUCT IS TO BE DESIGNED AS A SYSTEM AND CONSTRUCTED BY THE CONTRACTOR AS PART
OF ITS CONTRACT ACTIVITIES, WITH CERTIFICATION (DESIGN & CONSTRUCTION) BY A
REGISTERED PROFESSIONAL ENGINEER OF QUEENSLAND. THE DESIGNER IS TO MAKE
ALLOWANCE FOR ALL LOADS, FIXINGS AND PENETRATIONS THAT ARE SHOWN ON THE PROJECT
DRAWINGS OR THAT CAN BE REASONABLY ANTICIPATED.
· ALTERNATIVES TO ANY NOMINATED SYSTEM WILL BE CONSIDERED BUT MUST BE AGREED IN
WRITING BY THE SUPERINTENDENT AS BEING EQUIVALENT IN BOTH PERFORMANCE AND
AESTHETICS.
· ALL INFORMATION RELATING TO THE SYSTEM AND THE INVESTIGATION UNDERTAKEN MUST BE
SUBMITTED TO SUPERINTENDENT PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION,
INCLUDING DESIGN CERTIFICATION. THE INVESTIGATION AND DESIGN OF THE SYSTEM SHALL BE
COMPLETED TO INCLUDE BUT NOT LIMITED TO AS4678, TEMPORARY SHORING OR SUPPORTS,
FOOTINGS, BACKFILL, PENETRATIONS, AND ANY FIXINGS SUCH AS FENCES AND HANDRAILS.
· WHERE AVAILABLE GEOTECHNICAL INFORMATION IS DEFICIENT, THE DESIGNER SHALL COMPLETE
THEIR OWN GEOTECHNICAL INVESTIGATION OF THE GROUND CONDITIONS OF THE SITE
INCLUDING WATER TABLE LEVEL AND SURCHARGE / LIVE LOADS APPLICABLE.
EUMUNDI NOOSA ROAD
EX BDY
DESIGN SURFACE
2.3% 2.3% 0.1%
1 in 6.3
1 in 0.0
4.4%
EARTHWORKS SURFACE
EXISTING SURFACE
0.1%
EXISTING DN150
PVC-U SEWER D&C CONCRETE SLEEPER WALL.
WALL TO BE FOUNDED BELOW
EXISTING BLOCKWORK WALL
SECTION 3
SCALE 1: 100 C0110
ON ADJACENT SITE.
4.097
EUMUNDI NOOSA ROAD
EX BDY
DESIGN SURFACE
EX BDY
2.2%
1.3% 0.7% 4.8%
1 in 0.0
EARTHWORKS SURFACE
8.8%
1 in 0.0
EXISTING SURFACE
EXISTING DN150
PVC-U SEWER SECTION 2
0.1% SCALE 1: 100 C0110
D&C CONCRETE SLEEPER WALL.
5.185 WALL TO BE FOUNDED BELOW
EXISTING BLOCKWORK WALL
ON ADJACENT SITE.
EX BDY
DESIGN SURFACE
2.2%
EX EMT
1 in 0.0
EARTHWORKS SURFACE
7.9%
1 in 0.0
2.6%
EXISTING SURFACE
0.1%
D&C CONCRETE SLEEPER WALL. SECTION 1
WALL TO BE FOUNDED BELOW SCALE 1: 100 C0110
EXISTING BLOCKWORK WALL NOOSA COUNCIL
ON ADJACENT SITE. APPROVED PLAN
OPW22/0052.01 9 JAN 2024
THIS DRAWING IS BEST
VIEWED IN COLOUR AND
ON AN ELECTRONIC DEVICE
DIMENSIONS IN METRES EXCEPT WHERE A1 UNREDUCED
J:\2021\21308\05_DRAWINGS\DRG\C0120.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
SIZES IN MILLIMETRES A3 REDUCED
SCALES UNREDUCED / REDUCED
0 1.0 2.0 3.0 4.0 5.0 m
1 : 100 / 1 : 200
STATUS
PRELIMINARY
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
24/11/2023 4:05:07 PM
B 24.11.23 AMENDED OPERATIONAL WORKS SUBMISSION KN KN RG RG BDH GROUP NOOSAVILLE TYRE EARTHWORKS SECTIONS 21308
CONFIRM CURRENT A 17.10.23 ISSUE FOR REVIEW FK AE KN KR
DRAWING REVISION
07048 AND AUTO DRAWING No. REVISION
RPEQ
http://docs.bornhorstward.com.au/revision/
DATE 24.11.23 DATE 24.11.23
RETAIL DEVELOPMENT C0120 B
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
Section 5
EASEMENT TO BE REGISTERED IN FAVOUR
OF 174 EUMUNDI NOOSA ROAD OVER THE
EXISTING INTERNAL DRAINAGE NETWORK
OF 170 EUMUNDI NOOSA ROAD
SP185853
EMT A
2
26 DP327773
SP151406
EXISTING PIT I.L. 16.920m
18.00 2
EXISTING SEWER CONNECTION TO RP222164
EXISTING RETAINING WALL TO BE BE USED FOR WORKS BY HYDRAULIC
18.10
DEMOLISHED. CONSULTANT I.L. 18.400m.
18.20
18.30
18.40
U
18.50 TAP
20 1 18.60
17. 18876.6.54219038760 18.10
TAP 18.7 0
30 18.80
0 18.70
17.
17.40
18.90
19.00
19.10
STUB CONNECTION TO BE CAPPED AND
19.20 .80 USED FOR WORKS BY HYDRAULIC
18
17.50
CONSULTANT I.L. 16.975m
0
.9
17.60
20
20.00
20.10
20.20
20.30
19.80
19.70
19.60
19.50
19.40
19.90
19.30
19.20
19.10
17.70 .90 Ø300mm BLACKMAX PIPE @ 1% GRADE
18
LENGTH = 5.500m
SP185853
0
17.80
.8
EMT A
20
17.90 .00
19
18.00 U
70
DP327773
.
20
EMT B
18.10
0
18.20 9.1
0
1
.6
TAP
20
18.30 TAP
0
.5
EP
20
0
18.40 19.2
0
.4
20
18.50
0
0
19.3
.3
20
18.60
0
18.50
.2
V
20
0
18.70 19.4
10
18.60
.
20
18.80
1
0
18.70
.0
DP327773
20
18.90
TAP U
0
18.80
.9
19
8760 50
19.
19.00
.50
19.
WM 19 18.90
.40
19
19.10
.30 0
19.20 19 19.0
19.30 EP 19.10
19.40
19.20
19.50
19.30
19.60 19.40
19.70
19.50
19.80
19.60
19.70
FH
19.80
NOOSA COUNCIL
D
EP
S AR APPROVED PLAN
O OPW22/0052.01 9 JAN 2024
NO
19.90
I
UND ALL SETOUT (HORIZONTAL AND VERTICAL)
20.0
0 E UM WILL BE PROVIDED BY 3D DIGITAL FILE IN
PROJECT SURVEY COORDINATES.
TAP
EP THIS DRAWING IS BEST
WM EXISTING SPRING HYDRANT TO BE REPLACED WITH VIEWED IN COLOUR AND
WM 20.10 PRESSURE AND FLOW TO BE TESTED AND CONFIRMED. ON AN ELECTRONIC DEVICE
PROJECT NORTH
20.20
20.30
200.5.400
DIMENSIONS IN METRES EXCEPT WHERE A1 UNREDUCED
2
J:\2021\21308\05_DRAWINGS\DRG\C0310.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
EXISTING CROSSOVER TO REMAIN SIZES IN MILLIMETRES A3 REDUCED
EP
SCALES UNREDUCED / REDUCED
0 2.0 4.0 6.0 8.0 10.0 m
EXISTING WATER PROPERTY CONNECTION TO BE REMOVED 1 : 200 / 1 : 400
PLAN STATUS
SCALE 1:200
PRELIMINARY
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
24/11/2023 4:05:11 PM
E 24.11.23 AMENDED OPERATIONAL WORKS SUBMISSION KN KN RG RG BDH GROUP NOOSAVILLE TYRE SITEWORKS AND DRAINAGE 21308
CONFIRM CURRENT D 17.10.23 ISSUE FOR REVIEW FK AE KN KR
DRAWING REVISION C 22.03.22 RESPONSE TO RFI WO KN RG
07048 AND AUTO LAYOUT DRAWING No. REVISION
RPEQ
http://docs.bornhorstward.com.au/revision/ B 17.02.22 OPERATIONAL WORKS SUBMISSTION KN KN RG RG
DATE 24.11.23 DATE 24.11.23
RETAIL DEVELOPMENT C0310 E
A 01.02.22 ISSUE FOR REVIEW TK KN RG
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
Section 6
EMT A
BUILDING PAD
PROPERTY BOUNDARY
EDGE OF
REFER ARCHITECTURAL
DRAWINGS FOR FENCE DETAIL
FFL 20.300m REFER STRUCTURAL DRAWINGS FOR
BLOCKWORK RETAINING WALL DETAIL
VARIES
3.06m
SECTION 1
SCALE 1:50 C0400
EXISTING DN150 PVC-U SEWER
IL15.441
BUILDING PAD
EMT A
PROPERTY BOUNDARY
EDGE OF
REFER ARCHITECTURAL
DRAWINGS FOR FENCE DETAIL
REFER STRUCTURAL DRAWINGS FOR
FFL 20.300m
BLOCKWORK RETAINING WALL DETAIL
VARIES
2.75m
SECTION 2
SCALE 1:50 C0400
EXISTING DN150 PVC-U SEWER
IL15.595
BUILDING PAD
EMT A
PROPERTY BOUNDARY
EDGE OF
REFER ARCHITECTURAL
DRAWINGS FOR FENCE DETAIL
REFER STRUCTURAL DRAWINGS FOR
FFL 20.300m
BLOCKWORK RETAINING WALL DETAIL
VARIES
2.47m
THIS DRAWING IS BEST
SECTION 3 VIEWED IN COLOUR AND
SCALE 1:50 C0400 ON AN ELECTRONIC DEVICE
EXISTING DN150 PVC-U SEWER
IL15.749
NOOSA COUNCIL
DIMENSIONS IN METRES EXCEPT WHERE A1 UNREDUCED
J:\2021\21308\05_DRAWINGS\DRG\C0400.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
SIZES IN MILLIMETRES A3 REDUCED
APPROVED PLAN
SCALES UNREDUCED / REDUCED
0 0.5 1.0 1.5 2.0 2.5m
1 : 50 / 1 : 100
OPW22/0052 3 MAY 2022
TYPICAL CROSS SECTIONS STATUS
SCALE 1:50
PRELIMINARY
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
22/03/2022 4:31:36 PM
A 22.03.22 RESPONSE TO RFI WO KN RG BDH GROUP NOOSAVILLE TYRE TYPICAL CROSS SECTION 21308
CONFIRM CURRENT
DRAWING REVISION
AND AUTO SHEET 1 DRAWING No. REVISION
RPEQ
http://docs.bornhorstward.com.au/revision/
DATE DATE
RETAIL DEVELOPMENT C0400 A
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
0 10 20 30 40 50 100 ORIGINAL SIZE A1
Section 7
NOTE:
· ALL WALLS OTHER THAN REINFORCED BLOCKWORK ARE TO BE A DESIGN AND CONSTRUCT ITEM.
· WHERE AN ITEM OF THE WORKS (EG RETAINING WALL, TRUSS, SHORING, PILES, WATER QUALITY
DEVICE) IS NOMINATED AS 'DESIGN AND CONSTRUCT' OR AS A PROPRIETARY ITEM, THE
PRODUCT IS TO BE DESIGNED AS A SYSTEM AND CONSTRUCTED BY THE CONTRACTOR AS PART
OF ITS CONTRACT ACTIVITIES, WITH CERTIFICATION (DESIGN & CONSTRUCTION) BY A
SP185853
REGISTERED PROFESSIONAL ENGINEER OF QUEENSLAND. THE DESIGNER IS TO MAKE
EMT A
ALLOWANCE FOR ALL LOADS, FIXINGS AND PENETRATIONS THAT ARE SHOWN ON THE PROJECT
DRAWINGS OR THAT CAN BE REASONABLY ANTICIPATED.
· ALTERNATIVES TO ANY NOMINATED SYSTEM WILL BE CONSIDERED BUT MUST BE AGREED IN
WRITING BY THE SUPERINTENDENT AS BEING EQUIVALENT IN BOTH PERFORMANCE AND
AESTHETICS.
· ALL INFORMATION RELATING TO THE SYSTEM AND THE INVESTIGATION UNDERTAKEN MUST BE
2 SUBMITTED TO SUPERINTENDENT PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION,
26 DP327773 INCLUDING DESIGN CERTIFICATION. THE INVESTIGATION AND DESIGN OF THE SYSTEM SHALL BE
SP151406 COMPLETED TO INCLUDE BUT NOT LIMITED TO AS4678, TEMPORARY SHORING OR SUPPORTS,
FOOTINGS, BACKFILL, PENETRATIONS, AND ANY FIXINGS SUCH AS FENCES AND HANDRAILS.
· WHERE AVAILABLE GEOTECHNICAL INFORMATION IS DEFICIENT, THE DESIGNER SHALL
2 COMPLETE THEIR OWN GEOTECHNICAL INVESTIGATION OF THE GROUND CONDITIONS OF THE
CH 105.000
CH 100.000
SITE INCLUDING WATER TABLE LEVEL AND SURCHARGE / LIVE LOADS APPLICABLE.
CH 80.000
RP222164
CH 60.000
RETAINING WALL 1
CH REFER DETAIL ON DRG C0820
48 U
.8
48 TAP
TAP
SP185853
EMT A
U
DP327773
EMT B
CH 40.000 TAP
TAP
EP
CH 120.000
V
1
DP327773
TAP U CH 125.000
WM
EP
CH 20.000
FH
D
EP
SAR
O O
DI N NOOSA COUNCIL
MUN APPROVED PLAN
EU OPW22/0052.01 9 JAN 2024
TAP
EP THIS DRAWING IS BEST
WM
CH 0.000 VIEWED IN COLOUR AND
WM ON AN ELECTRONIC DEVICE
DIMENSIONS IN METRES EXCEPT WHERE A1 UNREDUCED
J:\2021\21308\05_DRAWINGS\DRG\C0810.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
SIZES IN MILLIMETRES A3 REDUCED
EP
SCALES UNREDUCED / REDUCED
0 2.0 4.0 6.0 8.0 10.0 m
1 : 200 / 1 : 400
PLAN STATUS
SCALE 1:200
PRELIMINARY
DWN DES CHK APP CLIENT PROJECT SUBJECT PROJECT No.
SCAN QR CODE TO
REV DATE DESCRIPTION
ASSOCIATED CONSULTANTS APPROVED CHECKED
24/11/2023 4:05:16 PM
E 24.11.23 AMENDED OPERATIONAL WORKS SUBMISSION KN KN RG RG BDH GROUP NOOSAVILLE TYRE RETAINING WALL LAYOUT 21308
CONFIRM CURRENT D 17.10.23 ISSUE FOR REVIEW FK AE KN KR
DRAWING REVISION C 22.03.22 RESPONSE TO RFI WO KN RG
07048 AND AUTO DRAWING No. REVISION
RPEQ
http://docs.bornhorstward.com.au/revision/ B 17.02.22 OPERATIONAL WORKS SUBMISSTION KN KN RG RG
DATE 24.11.23 DATE 24.11.23
RETAIL DEVELOPMENT C0810 E
A 01.02.22 ISSUE FOR REVIEW TK KN RG
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