Slope Stability - lindsays

                                                                                                                                                                                                                                                                                    LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                  LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                                     LTD


                                                                                                                                                                                                                                                                                                                                  RPEQ 4928
                                                                                                                                                                                                                                                                                  OFF. 2C/82 PARKER STREET, MAROOCHYDORE        PH 54 792 118
                          N12 starter bars @ 400
                                                                                                                                                                                                                                                                                 THIS DRAWING REMAINS THE PROPERTY OF
                        CRS with 450mm min. lap.                                                                                                                                                                                                                                 LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                                   THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                                                 MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                             N12 starters at                                                                                                        PRIOR EXPRESS WRITTEN CONSENT OF
                 Suspended slab
                                                                                   800 mm MIN LAP                                                    400 CRS with 450mm lap                                                                                                            LINDSAY CONSULTING PTY LTD
        reinforcement as per plan
                                                                                                                                                                                                                                                                                CLIENT AND PROJECT DESCRIPTION
                                                                                                                                       150

                                                                                                                                                                                                                                           5.0 kPa Surcharge                      GUY MELDRUM
           300




                                                                                                                                                                                                                                                                                  PROPOSED RESIDENCE
                                                                                                                                                                                                                                                                                  NO.4 TRISTANIA DRIVE
                                                                                                                                                                                                                                                                                  MARCUS BEACH
                                                                                     Compacted clay plug




                                                                                                                             600




                                                                                                                                                                                                                                                                     600
                                                                                                                                                                                                                               Compacted clay plug
         N16 horizontal bars @ 400 CRS                                                                                                                N16 horizontal bars @ 400 CRS                                                                                             DRAWING TITLE
                                                                                                                                                                                                                                                                                  FOUNDATION DETAILS
           N16 vertical bars @ 400 CRS.                                                                                                                 N16 vertical bars @ 400 CRS.
                         800mm min. lap.                                                                                                                              800mm min. lap.
                                                                                                                                                                                                                                                                                SCALES
                                2800 mm MAX Wall to Floor Height




                                                                                                                                                                             2800 mm MAX Wall to Floor Height
                                                                                                                    Temporary                                                                                                                                  Temporary
                                                                                                                    excavation                                                                                                                                 excavation
                                                                                                                    slope                                                                                                                                      slope

                                                                                                                                                                                                                                                                                SURVEY DATUM
                                                                                                            Free draining granular
                                                                                                            fill material
                                                                                                                                                                                                                                                      Free draining granular
                                                                                                                                                                                                                                                      fill material
                                                                                                                                                                                                                                                                                  .
                                                                                                                                                                                                                                                                                ASSOCIATED CONSULTANTS
                  N16 starters @ 400 CRS.                                                                                                                      N16 starters @ 400 CRS.
                           800mm min. lap.                                         55 cover                                                                             800mm min. lap.                                        55 cover
                                                                                                         Suitable waterproofing material                                                                                                           Suitable waterproofing

       Pier - clean-out block                                                                                                                       Pier - clean-out block
                                                                                                                                                                                                                                                   material


       SL92 Fabric                                                                    30                                                            SL92 Fabric                                                                  30


         250                                                                                                                                          250
       Concrete               55 cover
                                                                                                   100Ø Agg. drain with
                                                                                                                                                    Concrete                55 cover
                                                                                                                                                                                                                                             100Ø Agg. drain with
footing 25 MPa                                                                                     Granular backfill
                                                                                                                                             footing 25 MPa                                                                                  Granular backfill
                       N16 at 400 CRS                                                                                                                               N16 at 400 CRS
                             each way                                                      1-N16 through top of                                                           each way                                                    1-N16 through top of
                                                                   1400                    screw pile 500mm long
                                                                                                                                                                                   1400                                               screw pile 500mm long
                                                                                                                                                                                                                                                                                REVISION LIST
                                                                                                                                                                                                                                                                                A BUILDER REVIEW - NOT FOR CONSTRUCTION              25/03/22
                                                                                           tied to reinforcement.                                                                                                                     tied to reinforcement.

                                    Screw Piles                                                                                                                                  Screw Piles
                         Rating as per sheet F2                                                                                                                       Rating as per sheet F2




                 PROPPED RETAINING WALL - RTW1                                                                                                         PROPPED RETAINING WALL - RTW2
                                                                    Not to scale                                                                                                                                Not to scale                                                   Computer File
                                                                                                                                                                                                                                                                                                                 220061FD.DWG
                                                                                                                                                                                                                                                                               DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                                                                                                                  22-0061-F5        5 A