220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017

                                                                                                                                      Core-filled blockwork.
                      TOP FABRIC
                                                        1-N16 through top of
                                                        screw pile 500mm long
                                                                                                                                      Provide N16 starter bars to   FOUNDATION SPECIFICATIONS
                                                                                                                                      match wall reinforcement.
                                                        tied to reinforcement.       BOTTOM FABRIC                                    800mm min. laps.              FABRIC               SL82
                                                                                                              400                                                   STARTERS             R10 LIGS @ 600 CRS      LINDSAY CONSULTING PTY
                                                                                                                                                                                                                   LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                    LTD
                       400 lap                                 150
                                          175
        100                                                                                                                                                         D (DEPTH)            700mm MIN                                                               RPEQ 4928
                                                                                                                                                                                                                 OFF. 2C/82 PARKER STREET, MAROOCHYDORE        PH 54 792 118

                          500                                                                                                                                       FD (FOOTING DEPTH)   500mm MIN              THIS DRAWING REMAINS THE PROPERTY OF
                                                          4-N12 starter bars to internal beam                                                      1600                                                         LINDSAY CONSULTING PTY LTD AND IS FOR
Internal Beam                                                                                                                                                                                                     THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                   max.                                                         MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                   PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                      LINDSAY CONSULTING PTY LTD
                                                                                                                                N12 bar at 400 centres
                                                             Screw Piles
                                                                                                                                each way with 450 lap                                                           CLIENT AND PROJECT DESCRIPTION
                                                             (120 kN SWL MIN)            Rolled
                                                                                         sand fill                               SL                                                                              PAUL CLOUT DESIGN
                                          800 SQ.
                                                                                                                                                                                                                 PROPOSED RESIDENCE
                                                                   * DENOTES MINIMUM DEPTH BELOW                                                                                                                 NO. 27 ADAMS STREET
                                                                   SITE LEVEL (SL) FOLLOWING                                          600      * 700
                                                                                                                                                 min.                                                            SUNSHINE BEACH
                                                                   STRIPPING OF ALL VEGETATION.


                                                                                                                      450                                                                                       DRAWING TITLE
                                                                                                                                         1-N16 through top of
                                                                    4-L12TM fabricated cage                                              screw pile 500mm long                                                   FOUNDATION DETAILS
                                                             2000 mm centres each way                                                    tied to reinforcement.

                                                                                                                                       Screw Piles
                                                                                                                                       Rating as per sheet F2
                                                                                                                                                                                                                SCALES
                                 DEEPENED EXTERNAL EDGE BEAM - DEB1
                                                            Not to scale


                      RETAINING WALL
                  H    D    B      V
                600 350 500 N12 at 400
                                                          N16 bar in top                                                                                                                                        SURVEY DATUM
                800 350 700 N12 at 400                    course only
                1000 450 800 N12 at 400                                                         TURFED AREA                                                                                                      .
                1200 500 800 N12 at 400
                1400 500 1000 N16 at 400                                                                                                                                                                        ASSOCIATED CONSULTANTS
                                                   N12 Horizontal bars
                1600 600 1100 N16 at 400                   at 400 CRS                Compacted clay plug              Free draining granular
                1800 700 1300 N16 at 400                                                                              fill material

                2000 800 1400 N20 at 400
                                                    H                                                               V bars with 55 cover
                                                                                                                    Lap bars MIN 600

                                                Clean-out blocks                                                Temporary Excavation slope

                            SL72 Fabric                                                                   Suitable Waterproofing material




                              250                                                                 100 Ag drain to
                                                                                          D       free draining outlet
                                                                                                  if required by builder                                                                                       REVISION LIST
                            Concrete           55 cover                                                                                                                                                        A BUILDER REVIEW - NOT FOR CONSTRUCTION              19/08/22
                     footing 25 MPa                                                                  V bars (starters)
                                           N16 at 400
                                           N12 at 400                                            N12 bars at 400 centres
                                                                            350
                                                              B


                                       RETAINING WALL DETAIL - RTW7
                                                               NOT TO SCALE
                                                                                                                                                                                                              Computer File
                                                                                                                                                                                                                                                220873FD.DWG
                                                                                                                                                                                                              DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                                                 22-0873-F4        4 A