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Approved Plans & Documents - EXE22/0017

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Plans and drawings: the text below has words only, no drawings.

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                                                                                                                                                                                                                                                                                            LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                              LINDSAY CONSULTING PTY LTD




                                   N12 starter bars @ 400                                                                                                                                                                                                                                                      LTD

                                 CRS with 450mm min. lap.
                                                                                                                                                                                                                                                                                                                                            RPEQ 4928
                                                                                                                                                                                                                                                                                            OFF. 2C/82 PARKER STREET, MAROOCHYDORE        PH 54 792 118
                                                                                                                                                                            N12 starters at                                                                                                THIS DRAWING REMAINS THE PROPERTY OF
                            Suspended slab
                                                                                           800 mm MIN LAP                                                           400 CRS with 450mm lap                                                                                                 LINDSAY CONSULTING PTY LTD AND IS FOR
                   reinforcement as per plan                                                                                                150                                                                                                                                              THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                                                           MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                                                              PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                       5.0 kPa Surcharge                         LINDSAY CONSULTING PTY LTD
                    300




                                                                                                                                                                                                                                                                                           CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                                                                            PAUL CLOUT DESIGN
                                                                                                                                                                                                                                                                                            PROPOSED RESIDENCE
                                                                                             Compacted clay plug                                                                                                                                                                            NO. 27 ADAMS STREET




                                                                                                                                  600




                                                                                                                                                                                                                                                                           600
                                                                                                                                                                                                                                            Compacted clay plug                             SUNSHINE BEACH
                   N16 horizontal bars @ 400 CRS                                                                                                                     N16 horizontal bars @ 400 CRS


                     N16 vertical bars @ 400 CRS.                                                                                                                      N16 vertical bars @ 400 CRS.                                                                                        DRAWING TITLE
                                   800mm min. lap.                                                                                                                                   800mm min. lap.                                                                                        FOUNDATION DETAILS
                                         2800 mm MAX Wall to Floor Height




                                                                                                                                                                                          2800 mm MAX Wall to Floor Height
                                                                                                                                                                                                                                                                                           SCALES


                                                                                                                           Temporary                                                                                                                                   Temporary
                                                                                                                           excavation                                                                                                                                  excavation
                                                                                                                           slope                                                                                                                                       slope


                                                                                                                   Free draining granular                                                                                                                       Free draining granular
                                                                                                                   fill material                                                                                                                                fill material
                                                                                                                                                                                                                                                                                           SURVEY DATUM
                           N16 starters @ 400 CRS.                                                                                                                         N16 starters @ 400 CRS.
                                    800mm min. lap.                                        55 cover                                                                                 800mm min. lap.                                         55 cover                                        .
                                                                                                                                                                                                                                                             Suitable waterproofing
SL82 Fabric      N12 starters @ 900 crs                                                                         Suitable waterproofing material
                                                                                                                                                                                                                                                             material                      ASSOCIATED CONSULTANTS

                                                                                                                                                  SL82 Fabric      N12 starters @ 900 crs
                                                                                300
                                                                                                               Pier - clean-out block                                                                                                         30
                                                                                             30
100




                                                                                                                                                                                                                                    300
                                                                                                                                                                                                                                                             Pier - clean-out block
      250




                                                                                                                                                  100


                                                                                                          100Ø Agg. drain with
                                                                                                                                                        250


                     55 cover                                                                             Granular backfill
            N16 Longitudinal at 400                                                                                                                                                                                                                     100Ø Agg. drain with
                                                                                                  1-N16 through top of                                                 55 cover                                                                         Granular backfill
                                                                                                  screw pile 500mm long
                                       1400                                                       tied to reinforcement.
                                                                                                                                                              N16 Longitudinal at 400
                                            Screw Piles
                                 Rating as per sheet F2                                                                                                                                 1400                                                                                              REVISION LIST
                                                                                                                                                                                                                                                                                          A BUILDER REVIEW - NOT FOR CONSTRUCTION              19/08/22
                                                                                                                                                                                             Screw Piles
                                                                                                                                                                                  Rating as per sheet F2


                          PROPPED RETAINING WALL - RTW1
                                                                            Not to scale
                                                                                                                                                                      PROPPED RETAINING WALL - RTW2
                                                                                                                                                                                                                             Not to scale                                                Computer File
                                                                                                                                                                                                                                                                                                                           220873FD.DWG
                                                                                                                                                                                                                                                                                         DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                                                                                                                            22-0873-F5        5 A

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