Original source · versioned page text
Approved Plan - OPW22/0052.01
Plans and drawings: the text below has words only, no drawings.
Original PDF page 6, 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
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.
LEGEND
CONCRETE SLEEPER WALL (DESIGN &
CONSTRUCT)
ALL WALLS OTHER THAN REINFORCED
BLOCKWORK ARE D&C ITEMS. TOP
AND TOE STEPS TO BE DETERMINED
BY CONTRACTORS DESIGNER.
DATUM 4.00
TOP DESIGN
20.498
20.548
20.598
20.648
20.698
20.748
20.798
20.848
20.898
20.925
20.875
20.825
20.775
20.725
20.675
20.625
20.575
20.525
20.475
20.425
20.375
20.256
20.131
20.006
19.881
SURFACE LEVEL
EXPOSED FACE
0.181
0.363
0.546
0.848
0.575
0.301
2.218
2.646
3.120
3.731
3.701
3.671
3.641
3.611
2.495
2.470
2.445
2.420
2.395
2.370
1.263
1.581
1.900
1.649
1.122
OF RETAINING WALL
BOTTOM DESIGN
20.449
20.317
20.185
20.053
19.386
19.117
18.849
18.580
18.202
17.779
17.199
17.194
17.174
17.154
17.134
17.114
18.180
18.155
18.130
18.105
18.080
18.055
18.727
19.135
19.283
19.432
19.580
SURFACE LEVEL
EXISTING SURFACE
20.449
20.291
20.034
19.938
19.796
19.629
19.465
19.312
19.205
19.095
19.107
19.162
19.212
19.255
19.460
19.432
19.350
19.409
19.433
19.484
19.460
19.025
19.179
19.336
19.488
19.587
LEVEL
CONTROL LINE
100.000
105.000
110.000
115.000
120.000
125.000
40.000
45.000
48.848
80.000
85.000
90.000
95.000
30.000
35.000
50.000
55.000
60.000
65.000
70.000
75.000
20.000
25.000
10.000
15.000
0.000
5.000
CHAINAGES
BLOCKWORK RETAINING WALL ELEVATION
SCALE 1:250(H)
1:250(V)
NOOSA COUNCIL
APPROVED PLAN
OPW22/0052.01 9 JAN 2024
THIS DRAWING IS BEST
VIEWED IN COLOUR AND
ON AN ELECTRONIC DEVICE
PROJECT NORTH
DIMENSIONS IN METRES EXCEPT WHERE A1 UNREDUCED
J:\2021\21308\05_DRAWINGS\DRG\C0820.DWG
SHOWN OTHERWISE. CULVERT AND PIPE
SIZES IN MILLIMETRES A3 REDUCED
SCALES UNREDUCED / REDUCED
0 2.5 5.0 7.5 10.0 12.5 m
1 : 250 / 1 : 500
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 4:23:53 PM
E 24.11.23 AMENDED OPERATIONAL WORKS SUBMISSION KN KN RG RG BDH GROUP NOOSAVILLE TYRE RETAINING WALL 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 ELEVATIONS 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 C0820 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
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.