220200 - 27 Adams Street, SUNSHINE BEACH - Architectural Plans · EXE22/0017

                                                                                                                               35225

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




                                  27
                                                                                                                                           28.650



                                    .5
                                                                                                                          CISTERN




                                                                                                                  29
                                                                                                                                                                                                                                            15.5m3
                                                                                                                                                                                                                                              CUT TO FGL
                                                             28                                                      .0
                         27.0



                                                   28          .5                                                                                                                                                                               28.650
                                                     .0
       26.5




                                                                                                                                                                                                                                                       29.5




                                                                                                                                                                                                            CISTERN
                                                                                                                                                                                                22.8m3
26.0




                                                                                                                                                                                              CUT TO UNDERSIDE
                                                                                                                                                                                               OF GROUND SLAB
                                                                                                                                                                                                   RL 28.400




                                                                                                                                                                                                                                                       149
                                                                                                                                                                                                                      7.8m3




                                                                                                                                                                                                                                                     °30

                                                                                                                                                                                                                                                             186
                                                                                                                                                                                                                                                    '0"
                                                                                                                                                                                                                      CUT TO FGL




                                                                                                                                                                                                                                                           58
                                                                                                                                                                                                                        28.650
              303°0'0"
               16697




                                                                                                                                                                                                                      29
                                                                                                                                                                                                                        .0
                                              27
                                              .5
                                         27
                                         .0
                           26.
                              5
                26.




                                                                                                                                                             28.
                                                                                                                                                                   5
                  0




                                                                                                                                                                                                                                              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
                                                                                                                                             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:   GROUND 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                         09.0