Approved Plans & Documents - EXE22/0017

                                                                                                                                 33°0'0"                                                                    29
                                                                                                                                                                                                               .5



                                27
                                  .5
                                                                                                                        29
                                                                   28                                                      .0
                      27.0



                                                 28                  .5
                                                      .0
       26.5




                                                                                                                                                                                                                                                        29.5
26.0




                                                                                               405.5m3
                                                                                             CUT TO UNDERSIDE
                                                                                              OF GARAGE SLAB
                                                                                                  RL 25.700




                                                                                                                                                                                                                                                        149
                                                                                                                                                                                                                                                      °30

                                                                                                                                                                                                                                                              186
                                                                                                                                                                                                                                                     '0"

                                                                                                                                                                                                                                                            58
              16697




                                                                                                                                                                                                                      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
                                                                                                                                                                      5
              0




                                                  RL 28.400




                                                                                                                                                                                                                                               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
                                                                                                                                                  dimensions on site prior to commencing works. Site location is Category W41 or
                                                                PO BOX 152, NOOSAVILLE, QLD 4566.
                                                                                                                                                  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:    17/08/2022     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