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Council archive · source document

Approved Plans & Documents - EXE22/0017

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                                                                                                                                                                                                                                                                            LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                              LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                               LTD


                                                                                                                                                                                                                                                                                                                            RPEQ 4928
                                                                                                                                                                                                                                                                            OFF. 2C/82 PARKER STREET, MAROOCHYDORE        PH 54 792 118

                                                                                                                                                                                                                                                                           THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                           LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                                                                                             THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                                           MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                                              PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                                                                                 LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                                                                                                           CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                                                            PAUL CLOUT DESIGN
                                                                                                                                                                                                                                                                            PROPOSED RESIDENCE
                                                                                                                                                                                                                                                                            NO. 27 ADAMS STREET
                                                                                                                                                                                                                        N16 bars @ 400
                                                                                                                                                                                                                        CRS each way.
                                                                                                                                                                                                                                                                            SUNSHINE BEACH
                                                                                                                                                                                                                        800mm min. laps.




                                                                                                                                                                  3000 mm MAX
                                                                                                                                                                                                                                                                           DRAWING TITLE
                                                                                N12 bars @ 400
                                                                                                                                                                                                                                                                            LANDSCAPE RETAINING WALL
                          2600 mm MAX




                                                                                CRS each way.
                                                                                500mm min. laps.
                                                                                                                                                                                                                     Spoon drain                 1:4 slope
                                                                                                                                                                                                                                                 (Maximum)
                                                                                                                                                                                                                                                                           SCALES
                                                                                                                                                                                                                               NGL


                                                                             Spoon drain                1:4 slope
                                                                                                        (Maximum)




                                                                                                                                                                                1000 MAX Retaining
                                                                                       NGL
                                                                                                                                                                                                                Natural sand
                                         600 MAX Retaining




                                                                                                                                                                                                                  backfill

                                                                                                                                                                                                                                                                           SURVEY DATUM
                                                                        Natural sand
                                                                                                                                                                                                                                            Temporary Excavation slope
                                                                          backfill
                                                                                                                                                                                                                                                                            .
                                                                                                     Temporary Excavation slope
                    FGL                                                                                                                             FGL
                                                                                                                                                                                                                                                                           ASSOCIATED CONSULTANTS
                                                                                                   Suitable waterproofing                                                                                                                   Suitable waterproofing
                                                                                                   material                                                                                                                                 material
             200




                                                                                                                                  200
                                                                      600




                                                                                                                                                                                                              600
                                                                                        N12 starter bars @ 400 CRS                                                                                                               N16 starter bars @ 400 CRS
                                                                                        with 500 min. lap.                                                                                                                       with 800 min. lap.
  N12 @ 300 crs                                                                                                                              N12 @ 300 crs
longitudinal bars                                                                                                                          longitudinal bars
                                                                                        3-L11TM fabricated cage                                                                                                                  3-L11TM fabricated cage
                                                             350                                                                                                                                     350

                                        800                                                                                                                    1200


  LEFT HAND BOUNDARY FENCE DETAIL 1 - RTW5                                                                                              LEFT HAND BOUNDARY FENCE DETAIL 2 - RTW6
                                                             Not to scale                                                                                                                            Not to scale
                                                                                                                                                                                                                                                                          REVISION LIST
                                                                                                                                                                                                                                                                          A BUILDER REVIEW - NOT FOR CONSTRUCTION              19/08/22




                                                                                                                                                                                                                                                                         Computer File
                                                                                                                                                                                                                                                                                                           220873FD.DWG
                                                                                                                                                                                                                                                                         DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                                                                                                            22-0873-F6a       6a A

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