Original source · versioned page text
Approved Plan - OPW22/0052.01
Plans and drawings: the text below has words only, no drawings.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
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
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.
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