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

                                                                                                                                                                                  LINDSAY CONSULTING PTY
                                                                                                                                                                                    LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                     LTD


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

                                                                                                                           BUILDER TO REFER TO THE APPROPRIATE DETAILS           THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                 LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                           TO SUIT THE CUT/FILL PLATFORM.                          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
                                External edge
                                                                                                                                                                                  PAUL CLOUT DESIGN




                                                                    1 in 20
                                                                        Fall
                                   beams EB1
Cut batter as per                                                                                                                                                                 PROPOSED RESIDENCE
    BCA Part 3.1.1                                                                                                                                                                NO. 27 ADAMS STREET
                                                                                                                                                                                  SUNSHINE BEACH

                                         Internal beams
                                                     IB1                                                                         Spoon Drains top & bottom.                      DRAWING TITLE
                                                                                                                                 Free draining to street                          TYPICAL PLATFORM DETAILS
                      Fall                                                                                          Fall
                      1 in 20                                                                                   1 in 20




                                                                                                                                                                                 SCALES
                                                                               Internal beams
                                                                                           IB3




                                                                                                                                                      100 mm SLAB TOP FABRIC     SURVEY DATUM
                     CU




                                                                                          Fill piers as per detail                                                                .
                     T




                                                                                          EB2. Piers to be 300mm
                                                                                          below natural ground line
                       FIL




                                                                                                                                                                                 ASSOCIATED CONSULTANTS
                           L




                                Proposed Cut/Fill Line                               Fill batter as per
                                Builder to confirm with surveyor.                         BCA Part 3.1.1




                     TYPICAL CUT/FILL PLATFORM PLAN                                                                   PLAN IS FOR SITE DRAINAGE PURPOSES &
                                                  SCALE 1:100
                                                                                                                      CUT/FILL CONDITIONS THAT MAY OCCUR.
                                                                                                                      BUILDER TO CONFIRM
                                                                                                                                                                                REVISION LIST
                                                                                                                                                                                A BUILDER REVIEW - NOT FOR CONSTRUCTION              19/08/22




                                                                                                                                                                               Computer File
                                                                                                                                                                                                                 220873FD.DWG
                                                                                                                                                                               DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                  22-0873-F9        9 A