Slope Stability - lindsays

                                                                                                                                                                                                                  FOUNDATION SPECIFICATIONS
                                                                                                                                  Core-filled blockwork.
                                                    1-N16 through top of
                    TOP FABRIC                      screw pile 500mm long
                                                                                                                                  Provide N16 starter bars to

                                                                                  BOTTOM FABRIC
                                                                                                                                  match wall reinforcement.
                                                    tied to reinforcement.
                                                                                                                                  800mm min. laps.                                                               FABRIC                           SL92
                                                                                                           400                                                                                                   STARTERS                         R10 LIGS @ 600 CRS
                                                                                                                                                                                                                                                                                              LINDSAY CONSULTING PTY LTD




                     400 lap                                 150
                                                                                                                                                                                                                                                                                            LINDSAY CONSULTING PTY
                                      175
                                                                                                                                                                                                                                                                                                               LTD



        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                                                     1500                                                                                                                                         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
                                                                                       Rolled
                                                                                                                                                                                                                                                                                            GUY MELDRUM
                                                           (120 kN SWL MIN)
                                                                                       sand fill                             SL

                                      800 SQ.
                                                                                                                                                                                                                                                                                            PROPOSED RESIDENCE
                                                                * DENOTES MINIMUM DEPTH BELOW                                                                                                                                                                                               NO.4 TRISTANIA DRIVE
                                                                SITE LEVEL (SL) FOLLOWING                                         600     * 700
                                                                                                                                            min.                                                                                                                                            MARCUS BEACH
                                                                STRIPPING OF ALL VEGETATION.


                                                                                                                  450




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

                                                                                                                                   Screw Piles
                                                                                                                                   Rating as per sheet F2
                                                                                                                                                                                                                                                                                          SCALES
                               DEEPENED EXTERNAL EDGE BEAM - DEB1                                                                                                                                                   1-N16 in top course
                                                          Not to scale


                                                              Free draining
                RETAINING WALL                              concrete spoon
            H    D    B      V                                        drain

          600 350 500 N12 at 400                                                                                 1:4 slope
                                                                                                                 (Maximum)                                                                                          N12 vertical reinforcement                                            SURVEY DATUM
                                                  N16 bar in top
          800 350 700 N12 at 400                                                                                                                                                                                    @ 600 CRS U.N.O.
          1000 450 800 N12 at 400
                                                  course only                                                                                                                                                                                                                               .
          1200 500 800 N12 at 400                                                                                                                                                                                                                                                         ASSOCIATED CONSULTANTS
          1400 500 1000 N16 at 400                                                                                                                                                                                            General Notes
                                            N12 Horizontal bars




                                                                                                                                                                     2000 mm MIN
          1600 600 1100 N16 at 400                  at 400 CRS                 Compacted clay plug           Free draining granular                                                                                           2. Minimum cover to reinforcement - 55mm
          1800 700 1300 N16 at 400                                                                           fill material
                                                                                                                                                                                                                              3. All cores containing reinforcement to be grout filled
          2000 800 1400 N20 at 400                                                                                                                                                                                            4. Grout strength - 20 MPa minimum
                                                                                                                                                                                                                              5. Concrete strength - 25 MPa minimum
                                            H                                                             V bars with 55 cover
                                                                                                          Lap bars MIN 600

                                       Clean-out blocks                                                  Temporary Excavation slope




                                                                                                                                                                                        600 lap min.
                                                                                                                                                                                                                    N12 @ 600 CRS
                                                                                                                                                                                                                    600 lap min.
                       SL72 Fabric                                                                 Suitable Waterproofing material                                                                                                                  N16 @ 400 CRS transverse
                                                                                                                                                                                                                                                    bars top and bottom
                                                                                                                                                                                                                                                          N12 ligs @ 400 CRS


                                                                                                                                                                                   60
                         250                                                                100 Ag drain to                                                    SL
                                                                                   D        free draining outlet                                                                                                                                                                          REVISION LIST
                                                                                            if required by builder                                                                                                                                                                        A BUILDER REVIEW - NOT FOR CONSTRUCTION              25/03/22
                       Concrete          55 cover
                footing 25 MPa




                                                                                                                                                                                                                                                             300
                                     N16 at 400
                                                                                            V bars (starters)                                                                                                  450 MIN.

                                     N12 at 400                                         N12 bars at 400 centres
                                                                      350
                                                      B                                                                                                                                                                     1300


                                                                                                                                                                                                              BLOCK FENCE DETAIL
                                  RETAINING WALL DETAIL - RTW3                                                                                                                                                            Not to scale                                                   Computer File
                                                                                                                                                                                                                                                                                                                           220061FD.DWG
                                                       NOT TO SCALE                                                                                                                                                                                                                      DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                                                                                                                            22-0061-F4        4 A