22-0360 Civil Issue A

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                                                                               GROUND FLOOR FFL39.50
                                       /




                                                                                 BASEMENT FFL36.50




                                                                                                                                                                GA
                                                                                                                                                                  TE
                                                                                                                                              VISITOR PARKING



                                                                                                                                                                                                                                                TBM Screw in fd kerb
                                                                                                                                                                                                                                                kerb RL36.02 AHD




                       Surface Analysis: Elevation Ranges
                                  Minimum Elevation        Maximum Elevation
              Number      Color
                                        (m)                      (m)
                                                                                                                 VISITOR PARKING
                  1                    -4.721                    -4.500

                  2                    -4.500                    -4.000




                                                                                                                                                                                                                    ET
                  3                    -4.000                    -3.500




                                                                                                                                                                                                                  RE
                  4                    -3.500                    -3.000




                                                                                                                                                                                                               ST
                                                                                                             E




                                                                                                                                                                                                        ON
                                                                                                            AT




                  5                    -3.000                    -2.500
                                                                                                           G




                                                                                                                                                                                                       S
                                                                                                                                                                                                    ER
                  6                    -2.500                    -2.000




                                                                                                                                                                                             ND
                                                                                                                                                                                          HE
                  7                    -2.000                    -1.500

                  8                    -1.500                    -1.000

                  9                    -1.000                    -0.500

                  10                   -0.500                        0.000

                  11                   0.000                         0.500

                  12                   0.500                         1.000

                  13                   1.000                         1.300


              PRELIMINARY BULK EARTHWORK VOLUMES
              CUT 1,200m³
              FILL   15m³
              SPOIL : 1,185m³

              NOTE:
              1. NO ALLOWANCE FOR TOPSOIL STRIP/RE-SPREAD
              2. NO ALLOWANCE FOR DRIVEWAY/BUILDING SLAB PAVEMENT THICKNESS
                                                                                                                               PLAN
              3. SOLID FILL (ZERO BULKING FACTOR)                                                                        SCALE A1 - 1 : 100
              4. EXCLUDES ALL BAD GROUND REPLACEMENT                                                                           A3 - 1 : 200

                                                                                                                                                                                  Issue   Made By   Date       Description
                                                                                                                                                                                                                                                 PROPOSED RESIDENCE                                                                                                                                                    Scale : AS SHOWN   NOTES:
                                                                                                                                                                                    A     M.T.      05/07/22   For Operational Works Approval
                                                                                                                                                                       REVISION




0       1     2           4        6           8           10m                                                                                                                                                                                   at No.3 HENDERSON STREET SUNSHINE BEACH                                                                                                                               Job No.: 22-0360   1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                                          2. Scale is correct at A3.
                                                                                                                                                                                                                                                 Client: JMML DEVELOPMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                       Dwg No.: C04       3. Check and verify all dimensions
SCALE 1:100                                            @A1                                                                                                                                                                                       Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT   Date : 16/05/22                                                                                     prior to commencement of work.
                                                                                                                                                                                                                                                 Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER                      Date : 16/05/22   Ph: (07) 5444 5578   Email: [email protected]   CUT FILL PLAN