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20180333 - Proposed Sheet Piling Details · OPW18/0264
Attached to the e-mail Operational Works Application OPW18/0264.
MDSP Sheet pile and anchor notes
1. At each stage of excavation, the integrity of the exposed MDSP
sheet piles shall be checked before proceeding to next level of
excavation.
2. Existing MDSP anchors shall be tested to proof load based on
the table in this sheet. Then revert back to lock off loads.
3. If any of the anchors do not take the loads required, the new
anchors should be installed adjacent to the old anchors and
stressed to proof loads required.
800 1300
.
.
1500
.
MDSP Wall 2 MDSP Wall 6
MDSP Anchor Table
INGROUND SOLUTION SPECIALISTS
www.mesos.com.au Contact: 1300 10 MESO (6376)
53 General Holmes Drive NSW 2016 ACN: 613 284 558
Project 24 Arakoon Cres. Sunshine Beach
Client JW Const.
Architect Shaun Locky Architecture
Structural Eng.
Geotechnical Eng. Soil Surveys
Surveyor CadCon
Designed by Designer
Drawn by Author
Checked by Checker
Issued Date
For Review (FR) 20180803
Drawing Title
MDSP Sheet Piles in W2 and
W6 (As built - 20070502)
Job ID Drawing Number Revision
18-029 SH 106 A
This Drawing is based on the information provided by the client and client consultants.Should additional information become available then a revised drawing will be provided at additional cost to the client. 8/3/2018 11:15:46 AM A0
© Documented copyright of Meso Design. The drawings are protected by copyright law and may only be reproduced, in electronic or hardcopy format with prior written permission of Meso Design Pty Ltd
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