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Appendix A - Engineering Drawings 220508 ISSUE D OPW · OPW23/0179

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                                                                                                                                                                                                                                                       REFER TO PROJECT STRUCTURAL ENGINEERING




                                                                                                                                                                                                                                                                                                                                                                      RP BOUNDARY
                                                                                                                                                                                                                                                       DRAWINGS BY SCG CONSULTING ENGINEERS
                                                                                                                                                                                                                                                       (PROJECT 33127) FOR RETAINING WALLS,                                                                                              REFER TO STRUCTURAL
                                                                                                 ELEVATIONS TABLE




                                                                                                                                                                                                               RP BOUNDARY
                                                                                                                                                                                                                                                       GROUND SLABS AND BASEMENT STRUCTURAL                                                                                              ENGINEERING FOR BOUNDARY WALL
                                                                                                                                                                                                                                                                                                                                                                                         TYPE AND DETAILS
                                                                           NUMBER        MIN. ELEVATION   MAX ELEVATION   AREA     COLOUR                                                                                                              DETAILING. REFER TO ARCHITECTURAL PLANS
                                                                                                                                                                                                                                                       FOR DIMENSIONS AND SETOUT INFORMATION
                                                                                1            -2.67            -2.00       196.94                                                    EXISTING BLOCK                                                                                                                                                                                            BLOCK
                                                                                                                                                                                    BOUNDARY WALL                                                                                                                                                                                             BOUNDARY
                                                                                2            -2.00            -1.50       68.00                                                                                                                                                         RESIDENCE
                                                                                                                                                                                                                                                                                                                                                                                              WALL
                                                                                3            -1.50            -1.00       7.05                                                                                                                                                          FFL = 2.700
                                                                                4            -1.00            -0.50       6.54                                                                                                                                                                                                                                                       DFE RL = 2.400m

                                                                                                                                                                                                                                                                                                                                                                                                       CORE FILLED BLOCK
                                                                                5            -0.50             0.00       5.49                                                                                                                                                                                                                                                                         RETAINING WALL
                                                                                6             0.00             1.09       133.34
                                                                                                                                                                                                                                                                                                                                     2.55m                                                              EXISTING SURFACE

                                                                                                                                                                                    CONTIGUOUS PILE WALL                                                                                                                                                                                        CONTIGUOUS PILE WALL
                                                                                           EARTHWORKS                                                                               FOR TEMPORARY                                                       RAMP                                                                                                                                    FOR TEMPORARY
                                                                                                                                                                                                                                                                                                                 BASEMENT FFL = -0.3                                                            RETAINING DURING
                                                                         SECTION C
                                                                                          QUANTITIES - SITE                                                                         RETAINING DURING
                                                                                                                                                                                                                                                                                                                                                                                                BASEMENT
                                                                                                                                                                                    BASEMENT
                                                                                                                                                                                    CONSTRUCTION                                                                                                                                                                                                CONSTRUCTION
                                                                                          CUT                 656 m3
                                                                                          FILL                98 m3
                                                                                                                                                                                                                                                                                                                                                                                                         Datum -1.000




                                                                                                                                                                                                                                     2.03



                                                                                                                                                                                                                                              2.02



                                                                                                                                                                                                                                                           2.03



                                                                                                                                                                                                                                                                    2.03




                                                                                                                                                                                                                                                                                                        2.15



                                                                                                                                                                                                                                                                                                                   2.16



                                                                                                                                                                                                                                                                                                                            2.16



                                                                                                                                                                                                                                                                                                                                       2.16
                                                                                                                                                                                                                                                                               2.14



                                                                                                                                                                                                                                                                                               2.04
                                                                                                                      3
                                                                                                                          DEPTH CUT
                                                                                          NETT (EXPORT) 558 m




                                                                                                                                                                                                                                     -2.03



                                                                                                                                                                                                                                              -2.02



                                                                                                                                                                                                                                                           -2.03



                                                                                                                                                                                                                                                                    -2.03




                                                                                                                                                                                                                                                                                                        -2.15



                                                                                                                                                                                                                                                                                                                   -2.16



                                                                                                                                                                                                                                                                                                                            -2.16



                                                                                                                                                                                                                                                                                                                                       -2.16
                                                                                                                                                                                                                                                                               -2.14



                                                                                                                                                                                                                                                                                               -2.04
                                                                                                                          DEPTH FILL
                                                                                          FILL QTY IS MEASURED FROM




                                                                                                                                                                                                                                     -0.203



                                                                                                                                                                                                                                              -0.202



                                                                                                                                                                                                                                                           -0.201




                                                                                                                                                                                                                                                                                               -0.191
                                                                                                                                                                                                                                                                    -0.200



                                                                                                                                                                                                                                                                               -0.300




                                                                                                                                                                                                                                                                                                        -0.300



                                                                                                                                                                                                                                                                                                                  -0.300



                                                                                                                                                                                                                                                                                                                            -0.300



                                                                                                                                                                                                                                                                                                                                       -0.300
                                                                                          EXISTING SURFACE TO DESIGN
                                                                                          FINISHED SURFACE AND INCLUDES
                                                                                                                          CONTROL LINE LEVELS
                                                                                          GROUND SLABS ABOVE EXISTING
                                                                                          SURFACE. QTYS DO NOT INCLUDE




                                                                                                                                                                                                                             1.825




                                                                                                                                                                                                                                                                    1.832




                                                                                                                                                                                                                                                                                                        1.853




                                                                                                                                                                                                                                                                                                                                       1.863



                                                                                                                                                                                                                                                                                                                                                    1.865
                                                                                                                                                                                                                                     1.824



                                                                                                                                                                                                                                              1.820



                                                                                                                                                                                                                                                           1.824




                                                                                                                                                                                                                                                                               1.840



                                                                                                                                                                                                                                                                                               1.847




                                                                                                                                                                                                                                                                                                                  1.857



                                                                                                                                                                                                                                                                                                                            1.860




                                                                                                                                                                                                                                                                                                                                                              1.864



                                                                                                                                                                                                                                                                                                                                                                                     1.854
                                                                                          EXCAVATION OR FILL FOR SLAB     EXISTING SURFACE
                                                                                          BEDDING OR SUBBASE BELOW
                                                                                          BASEMENT FLOOR SLAB
                                                                             SECTION B                                    CHAINAGE




                                                                                                                                                                                                                                                                                                                                       13




                                                                                                                                                                                                                                                                                                                                                              15
                                                                                                                                                                                                                                                                                                                   11



                                                                                                                                                                                                                                                                                                                            12




                                                                                                                                                                                                                                                                                                                                                                                     16



                                                                                                                                                                                                                                                                                                                                                                                               17
                                                                                                                                                                                                                                                                                                                                                                                               17
                                                                                                                                                                                                                                                                                                        10




                                                                                                                                                                                                                                                                                                                                                    14
                                                                                                                                                                                                                             3



                                                                                                                                                                                                                                     4



                                                                                                                                                                                                                                              5




                                                                                                                                                                                                                                                                                               9
                                                                                                                                                                            0
                                                                                                                                                                            0




                                                                                                                                                                                                      2




                                                                                                                                                                                                                                                           6



                                                                                                                                                                                                                                                                    7



                                                                                                                                                                                                                                                                               8
                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                             SECTION B
                                                                                                                                                                                                                                                                             SCALE 1:100 @ A3




                                                                                                                                                                                                                  RP BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                       RP BOUNDARY
                                                                                                                                                                                        DFE RL = 2.400m                                                                      DRIVEWAY                                                           PATHWAY




                                                                                                                                                                                                                                                                                                                                                                                                       BLOCK
                                                                                                                                                                                                                                                                                                                                                                                                       BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                       WALL
                                                                                                                                                                                                                                                                                                                                                  BLOCK
                                                                                                                                                                                                                                                                                                                                                  RETAINING
                                                                                                                                                                                                                                                                                                                                                  WALLS
                                                                                     SECTION A


                                                                                                                                                                                                                                                                                                                                                                                                         Datum -1.000
                                                                                                                          DEPTH CUT




                                                                                                                                                                                                                                              0.79



                                                                                                                                                                                                                                                           0.83



                                                                                                                                                                                                                                                                    0.83



                                                                                                                                                                                                                                                                               0.82



                                                                                                                                                                                                                                                                                               0.79




                                                                                                                                                                                                                                                                                                                   0.79




                                                                                                                                                                                                                                                                                                                                                    0.63
                                                                                                                                                                                                                             0.77



                                                                                                                                                                                                                                     0.77




                                                                                                                                                                                                                                                                                                        0.80




                                                                                                                                                                                                                                                                                                                            0.80




                                                                                                                                                                                                                                                                                                                                                              0.16
                                                                                                                          DEPTH FILL




                                                                                                                                                                                                                             2.389



                                                                                                                                                                                                                                     2.382



                                                                                                                                                                                                                                              2.382



                                                                                                                                                                                                                                                           2.381



                                                                                                                                                                                                                                                                    2.381



                                                                                                                                                                                                                                                                               2.381



                                                                                                                                                                                                                                                                                               2.381



                                                                                                                                                                                                                                                                                                        2.381



                                                                                                                                                                                                                                                                                                                  2.381



                                                                                                                                                                                                                                                                                                                            2.381
                                                                                                                                                                                2.250



                                                                                                                                                                                             2.250



                                                                                                                                                                                                      2.340




                                                                                                                                                                                                                                                                                                                                                    2.220



                                                                                                                                                                                                                                                                                                                                                              1.750
                                                                                                                          CONTROL LINE LEVELS


                                                                                                                                                                                                                             1.615



                                                                                                                                                                                                                                     1.611



                                                                                                                                                                                                                                              1.595




                                                                                                                                                                                                                                                                               1.565




                                                                                                                                                                                                                                                                                                        1.581




                                                                                                                                                                                                                                                                                                                            1.577



                                                                                                                                                                                                                                                                                                                                       1.575




                                                                                                                                                                                                                                                                                                                                                              1.592



                                                                                                                                                                                                                                                                                                                                                                                     1.602
                                                                                                                                                                                                                                                           1.548



                                                                                                                                                                                                                                                                    1.556




                                                                                                                                                                                                                                                                                               1.588




                                                                                                                                                                                                                                                                                                                  1.588




                                                                                                                                                                                                                                                                                                                                                    1.594
                                                                                                                          EXISTING SURFACE
                                        SECTION D




                                                                                                                          CHAINAGE




                                                                                                                                                                                                                                                                                                                            12



                                                                                                                                                                                                                                                                                                                                       13




                                                                                                                                                                                                                                                                                                                                                              15
                                                                                                                                                                                                                                                                                                                   11




                                                                                                                                                                                                                                                                                                                                                                                     16



                                                                                                                                                                                                                                                                                                                                                                                               17
                                                                                                                                                                                                                                                                                                                                                                                               17
                                                                                                                                                                                                                                                                                                        10




                                                                                                                                                                                                                                                                                                                                                    14
                                                                                                                                                                                                                             3



                                                                                                                                                                                                                                     4



                                                                                                                                                                                                                                              5




                                                                                                                                                                                                                                                                               8



                                                                                                                                                                                                                                                                                               9
                                                                                                                                                                            0
                                                                                                                                                                            0




                                                                                                                                                                                                      2




                                                                                                                                                                                                                                                           6



                                                                                                                                                                                                                                                                    7
                                                                                                                                                                                             1




 EARTHWORKS MAP & SECTION LAYOUT                                                                                                                                                                                                                                              SECTION A
                                                                                                                                                                                                                                                                              SCALE 1:100 @ A3
 SCALE 1:200 @ A3

DESIGN                                                           SCALE                                                                                                                                                                                                                                                                                                               DRAWING
                DM                                                                                                                          APPROVED                                                      PROJECT                                                                                                   DRAWING TITLE                                                                          FOR APPROVAL
DRAWN
                DM    D
                       C
                             OCT 23
                             MAR 23
                                      OPERATIONAL WORKS
                                        FURTHER ADVICE
                                                            DM
                                                            DM
                                                                   AS SHOWN
                                                                 HORIZONTAL DATUM
                                                                                                                  DME                                                                                     PROPOSED DUAL OCCUPANCY                                                                                      EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                     STATUS
                                                                                                                                                                                                                                                                                                                                                                                     DRAWING
                                                                                                                                                                                                                                                                                                                                                                                     NUMBER                         07
DESIGN CHECK
                DM     B     JAN 23   INFORMATION REQUEST   DM
                                                                         SITE                                     PROJECTS
                                                                                                                                            DALE MARTIN - RPEQ 16845
                                                                                                                                                                                                          128 GYMPIE TERRACE                                                                                           SECTIONS 1 OF 2                                               JOB
                                                                                                                                                                                                                                                                                                                                                                                     NUMBER                     220508
                                                                 VERTICAL DATUM
DATE
          31/10/23
                       A     SEP 23       FOR APPROVAL      DM
                                                                         AHD             ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
                                                                                                                                            P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
                                                                                                                                            Phone: 0438 157 612 Email: [email protected]
                                                                                                                                                                                                          NOOSAVILLE, QLD, 4566                                                                                                                                                               ©DME Projects Pty. Ltd.
                     ISSUE   DATE        DESCRIPTION        BY

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