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

                                                                                                                                          33°0'0"                                                                    29
                                                                                                                                                                                                                        .5



                                  27
                                  .5
                                                                                                                                 29
                       27.0


                                                                            28                                                      .0
                                                          28                  .5
                                                             .0
       26.5




                                                                                                                                                                                                                                                                 29.5
26.0




                                                                                                        405.5m3
                                                                                                      CUT TO UNDERSIDE
                                                                                                       OF GARAGE SLAB
                                                                                                           RL 25.700
               16697




                                                                                                                                                                                                                                                                 149
                                  16.2m3




                                                                                                                                                                                                                                                                    °

                                                                                                                                                                                                                                                                      186
                                                                                                                                                                                                                                                              30'
                                 FILL - NATURAL




                                                                                                                                                                                                                                                                 0"

                                                                                                                                                                                                                                                                          58
                                  LANDSCAPED
                              INCLINE TO RL 28.600
                                                                                                                                                                                                                               29
                                                                                                                                                                                                                                  .0
                                                                                                                                                 CISTERN
                                                     27
                                                     .5
                                           27
                                            .0
                          26.




                                                          29.9m3                                                                                                                              33.7m3
                              5




                                                                                                                                                                                          CUT TO UNDERSIDE
              26.




                                                     FILL TO UNDERSIDE
                                                      OF GROUND SLAB                                                                                                       28.                 OF POOL
                  0




                                                           RL 28.400
                                                                                                                                                                                5




                                                                                                                                                                                                                                                        NOTE:
                                                                                                                      28                                                                                                                                FINAL CUT AND FILL AMOUNTS TO BE
                                                                                                                        .0
                                                                                                                                                                                                                                                        CONFIRMED BY ENGINEER PRIOR TO
                                                                                                    26900                                                                                                                                               CONSTRUCTION AND IN ACCORDANCE
                                                                                                                                                                                                                                                        WITH ENGINEERING DRAWINGS
                                                                                                   213°0'0"

                                                                                                                                                                                                                                                         CUT / FILL CALCULATIONS

                                                                                                                                                                                                                                                        ESTIMATED CUT: 439.2m³
                                                                                                                                                                                                                                                        ESTIMATED TOTAL CUT: 489.6m³
                                                                                                                                                                                                                                                        ESTIMATED TOTAL FILL: 46.1m³




                                                                         PAUL CLOUT DESIGN                                                                 GENERAL NOTES:                                                                    CLIENT NAME:     Lever, Adam & Grace
                                                                                                                                                                                                                                             SITE ADDRESS:    27 Adams Street, Sunshine Beach
                                                                         Suite 3, 44 MARY STREET, NOOSAVILLE                                               Use written dimensions only. DO NOT scale drawings. Contractors to verify all
                                                                         PO BOX 152, NOOSAVILLE, QLD 4566.                                                 dimensions on site prior to commencing works. Site location is Category W41 or
                                                                                                                                                           to engineer's requirements. These drawings are to be read in conjunction with
                                                                                                                                                                                                                                             DRAWING TITLE:   BASEMENT CUT & FILL PLAN
                                                                         BSA LICENCE: 1066417
                                                                                                                                                           engineer's design and details, the accompanying building specification and        DRAWING DATE:    9/08/2022        SCALE: 1:100 on A3   DRAWING No:
                                                                         PH: (07) 5440 5388
                                                                         [email protected]
                                                                                                              COPYRIGHT to PAUL CLOUT DESIGN PTY LTD
                                                                                                              paulclout.com
                                                                                                                                                           schedule of finishes. If in doubt, please request clarification. DO NOT ASSUME.   STAGE:
                                                                                                                                                                                                                                                                  WORKING DRAWINGS                           08.0