20180333 - Proposed Sheet Piling Details · OPW18/0264

                                                                                                                                                                                                                                                                                                                                                                                                  Scale 1:50        0m                   2.5m




                                                    Elevations                                                                                                                                                                           Section
                                                                                                                                                                                                                                                                                                                                                                              Note:
                                                                               2.25 m                                        10.21 m
                                                                               SCH-5         MDSPs - Refere to as-built drawings in Sheet #106                                                                                                                                                                                                                                Existing retaining wall in
                                                                                                                                                                                                                                                                                                                                                                              Arakoon Crescent is assumed
                                                                                                                                                                                                                                                                                                                   3.1 to 3.5m                                                to be functioning as designed
                                                                               MESO                      5.17 m                                    5.18 m                                                                                                                                                                                                                     originally.




                                                                                                                                                                                                                                                                                                                                                            Diam./Depth TBC
                                                            27.61 m




                                                                                                                                                                                                                                                                                                                                          Stormwater pipe
                                                                                W2                   MDSP-W2a                                  MDSP-W2b                    27.30 m                                                                                                        27.30 m
                                                                                                                                                                                                                                                                                                                                                                              The condition of the existing
                                                                                                                                                                                                                                                                                                                                                                              wall shall be monitored closely




                                                                                                                                                                                                                                                                                                  1.60 m
                                                                                                                                                                                                                                                                                                                                                                              during excavation
                                                                 3.64 m




                                                                                                                                                                                                                                                                                         3.64 m
                                                                                                                                                                                                                                                                                                  2.04 m
                                                                                                                                                                                                                                                                     1.88 m
                                                                                                                                                                                5.20 m
                                                        6.00 m




                                                                                                                                                                                                                                                                                   6.00 m
                                                                                                                                                                                                                                                                                                                                 4.27
                                                                                                                                                                                                                                                           23.96 m                                                                    m




                                                                                                                                                                                                                                                  2.00 m
                                                                     23.96 m




                                                                                                                                                                                                                                                                                         2.36 m
                                                                                                                                                                                                                                         3.54 m
                                                                                                                                                                                                                                                                                                              21.60 m




                                                                                                                                                                                                                                                  1.54 m
                                                                                                                                                                                                                                6.00 m
                                                                     21.60 m
                                                                                                                                                                                                                  20.46 m                                                                4.69
                                                                                                                                                                                                                                                                                              m




                                                                                                                                                                                                                                         2.46 m
                                                                                                                                                                                                                                                                     18.00 m




                                                            Wall 2 - Elevation                                                                                                                                            Wall 2 - Section
                                                    1                                                                                                                                                              2




                                                                                                                                                                                                                                          Wall 2&6-Sheet Pile Table
                                                    25.90 m               2.33 m                                             11.08 m                                                                              Wall ID          Sheet Type                Installed Sheet Length                        Count
                                                                           SCH-5            MDSPs - Refere to as-built drawings in Sheet #106                                                                     W2            SCH5                         6.00 m                                3
                                                                                                                                                                                                                  W6            SCH5                         6.00 m                                3

                                                                                24.00 m
                                                                                                                                                                                                                                                            Walls 2 & 6 - Anchor Table
                                                                                                                                                                                                                  Wall Anchor Anchor                           Anchor          Anchor                        Proof       Lock
                                                                                                                                                                                                                  ID    Row   Model                            Length          Angle          SWL            Load         Off     Count
                                                                                                                                                                                                                  W2        1             R32S               6.00 m           15.00°       90.00 kN 117.00 kN 90.00 kN 23                                                                  INGROUND SOLUTION SPECIALISTS
                                                            3.54 m




                                                                                                                                                                                                                  W6        1             R32S               6.00 m           15.00°       60.00 kN 78.00 kN 60.00 kN 19                                                                 www.mesos.com.au Contact： 1300 10 MESO (6376)
                                                                                                                                                                                  5.00 m




                                                                                                                                                                                                                                                                                                                                                                                       53 General Holmes Drive NSW 2016 ACN: 613 284 558
                                                   6.00 m




                                                                                                                                                                                                                                                                                                                                                                                      Project 24 Arakoon Cres. Sunshine Beach
                                                                                                                                                                                                                  Monitoring review level                                                                                                                                             Client JW Const.
                                                                                                                                                                                                                  Wall height                                                            <3.5          m                                                                              Architect            Shaun Locky Architecture
                                                                                                                                                                                                                  Maximum Allowable Deflection (D)                                         17          mm                                                                             Structural Eng.
                                                                                                                                                                                                                  Alert                             D<80%                                  13          mm                                                                             Geotechnical Eng. Soil Surveys
                                                                                                                                                                                                                  Alarm                    80%<D<100%                              <= 13               mm                                                                             Surveyor          CadCon
                                                                                                                                                                                                                  Action                          D>100%                               > 17            mm                                                                             Designed by          H.Ajorlou
                                                                                  18.00 m
                                                                                                                                                                                                                                                                                                                                                                                      Drawn by             H.Ajorlou
                                                                                                                                                                                                                                                                                                                                                                                      Checked by           E.Woon
                                                            Wall 6 - Elevation                                                                                                                                    Sheet Pile Specifications
                                                    3                                                                                                                                                                                                                         EA=1.27x106 kN/m                                                                                        Issued                                              Date
                                                                                                                                                                                                                   SCH 5
                                                                                                                                                                                                                                                                              EI=1.31x104 kNm2/m
                                                                                                                                                                                                                                                                                                                                                                                      For Review (FR)                                   20180803
                                                                                                                                                                                                                                                                                                                                                                                      Drawing Title


                                                                                                                                                                                                                                                                                                                                                                                      Walls 2 & 6

                                                                                                                                                                                                                                                                                                                                                                                      Job ID            Drawing Number                  Revision
                                                                                                                                                                                                                                                                                                                                                                                      18-029            SH 105                          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 11:15:44 AM   A0    1 : 50
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