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

                                                                                                                                       35225

                                                                                                                                       33°0'0"                                                                 29
                                                                                                                                                 6.6m3                                                           .5
                                                                                                                                                 CUT TO FGL




                                    27
                                                                                                                                                   28.650



                                      .5
                                                                                                                                  CISTERN




                                                                                                                        29
                                                                                                                                                                                                                                                   15.5m3
                                                                                                                                                                                                                                                     CUT TO FGL
                         27.0


                                                                   28                                                        .0                                                                                                                        28.650
                                                        28            .5
                                                           .0
       26.5




                                                                                                                                                                                                                                                              29.5




                                                                                                                                                                                                                   CISTERN
                                                                                                                                                                                                        22.8m3
26.0




                                                                                                                                                                                                      CUT TO UNDERSIDE
                                                                                                                                                                                                       OF GROUND SLAB
                                                                                                                                                                                                           RL 28.400
              303°0'0"
               16697




                                                                                                                                                                                                                                                              149
                                                                                                                                                                                                                                                            °30
                                                                                                                                                                                                                             7.8m3




                                                                                                                                                                                                                                                                    186
                                                                                                                                                                                                                                                           '0"

                                                                                                                                                                                                                                                                  58
                                                                                                                                                                                                                             CUT TO FGL
                                                                                                                                                                                                                               28.650
                                                                                                                                                                                                                             29
                                                                                                                                                                                                                               .0
                                                   27
                                                   .5
                                           27
                                              .0
                            26.
                                5
                26.




                                                                                                                                                                     28.
                   0




                                                                                                                                                                         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: 50.4m³
                                                                                                                                                                                                                                                     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:   GROUND 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                       09.0