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

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                                      200 Series Blockwork 15mPa min
                                            with 25 mPa min grout fill.
                                        N12 bars @ 400 CRS each way.

                                                                                                                                             LINDSAY CONSULTING PTY
                                                                                                                                               LINDSAY CONSULTING PTY LTD




                                                                                                                                                                LTD




                                                                                                               900 Max Retaining height
                                                                          PLANTER BOX BY BUILDER                                                                                             RPEQ 4928




                                                      1000 mm MAX
                                                                                                                                             OFF. 2C/82 PARKER STREET, MAROOCHYDORE        PH 54 792 118

                                                                                                                                            THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                            LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                      Approved waterproofing
                                                                                                                                              THE SOLE USE OF THE CLIENT. NO PART
                                                                                      membrane
                         WATER LEVEL                                                                                                        MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                               PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                      Free draining granular                                      LINDSAY CONSULTING PTY LTD
                                                                                      fill material
                                                                                                                                            CLIENT AND PROJECT DESCRIPTION
                                                                                                                                             PAUL CLOUT DESIGN
                                                                                      100 Ag drain to                                       PROPOSED RESIDENCE
                                                                                      free draining outlet
                                                                                                                                             NO. 27 ADAMS STREET
                                                                                     4-S12 in                                                SUNSHINE BEACH
                                                                                   ring beam


                                                                                    800 mm lap
                                        N16 Vertical Bars @ 300 crs                                                                         DRAWING TITLE
                           1200 Max
        1400 Max Depth




                                        N16 Intermediates @ 300 crs       200
                                          S12 Horizontals @ 200 crs                                                                          POOL DETAILS
                                                   60mm rear cover



                                                                                                                                            SCALES
                                                 400 Radius min
                           200




                                                                                                                                            SURVEY DATUM

                                      800mm Min la
                                                         p                                                                                   .
        200




                                                                                                                                            ASSOCIATED CONSULTANTS

SECTION THROUGH POOL WITH RETAINING WALL




                                                                                                                                           REVISION LIST
                                                                                                                                           A BUILDER REVIEW - NOT FOR CONSTRUCTION              19/08/22




                                                                                                                                          Computer File
                                                                                                                                                                            220873FD.DWG
                                                                                                                                          DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                             22-0873-F26       26 A

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