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Attachment C - Engineering Technical Note · 132008.1128.02

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                                                                                                                5                                                                                                     .|.                                                                                                                                                                                                                                                                                                                                                                                      LEGEND




                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                  /             /         /

                                                                                                                                                                       .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.
                                                                                                                                                                                  /           /            /




                                                                                                SK003




                                                                                                                                                                                                                                                          SK003
                                                                                                          RP890947




                                                                                                  A




                                                                                                                                                                                                                                                            B
                                                                                                                                        .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STAGE BOUNDARY




                                                                                                                                                             .|. .|.




                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.48                   EXISTING SURFACE CONTOURS
                                      29.128                       28.819                           28.797               28.797                .|. .|. 28.643                            28.402                      27.918                      27.316    D                 D26.983                                                         D                             26.285
                                                                                                                                                                                                                                                                                                                                                                              D                         D
                                                                                                                                                                                                          D                 D              D
                                                                                                                                                                                            D




                                                                                                                                                                                                                                                                               .|.
                                                                                                                     D            D                    D                     D
                              D                     D                 D                     D            D                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.48                   PROPOSED SURFACE CONTOURS




                                                                                                                                                                                                                                                                                   .|.
           D




                                                                                                                                                                                                                                                                                       .|.



                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8.48                   FINISHED SURFACE LEVEL




                                                                                                                                                                                                                                                                                           .   |. .
                                                         .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.




                                                                                                                                                                                                                                                                                                    |. .
                                                                                                                                                                                                                                                                             .|.
                                                                                                                                                                                                                                                                                                                                                               .|. .                                                                                                                                                                                                                                           PROPOSED PAD EXTENT




                                                                                                                                                                                                                                                                                                        |.
                                                                                                                                                                                                                                                                                                                                                                    |. .|




                                                                                                                                                                                                                                                                               .|.
                                                                                                                                                                                                                                                                                                                                                                           . .|.




                                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                                   .
                                                                                                                                                                                                                                                                                   |.
                                      29.518                       29.811                           29.711               29.611                            29.255                        30.550                      30.550                      30.550                      30.552                                                                                        27.078.|.                                  26.409                                                                                                                                                                                   PROPOSED RETAINING WALLS (BY
                                                                                                                                                                                                                                                                                                 . .|.




                                                                                                                                                                                                                                                                                       .|. .|. .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CIVIL), 3.0m HIGH MAX




                                                                                                                                                                                                                                                                                                                                                                                       .|.
                                                                                                                                                                                                                                                                                                                                           |. .|
                                                                                                                                                                                                                                                                                                                                                               .|. .




                                                                                                                                                                                                                                                                                                                                                                                           .|.
                                                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                                                                                                                   |.


                                                                                                                                                                                                                                                                                                                                                                                               .
                                                                                                                                                                                                                                                                                                                                                                          .


                                                                                                                                                                                                                                                                                                                                                                                               |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED RETAINING WALLS (BY




                                                                                                                                                                                                                                                                                                                                                                       |.
                                                                                                                                                                                                                                                                                                                                                                               |. .


                                                                                                                                                                                                                                                                                                                                                                                                   |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STRUCTURAL), PART OF BUILDING




                                                                                                                                                                                                                                                                                                                                                                           |. .


                                                                                                                                                                                                                                                                                                                                                                                                       |.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STRUCTURE




                                                                                                                                                                                                                                                                                                                                                                                   .



                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                               .|.
                                                                                                                                                                                                                                                                                                 .|.




                                                                                                                                                                                                                                                                                                                                                                                            |.
                                      29.962                       29.975                           29.851               29.787                            29.803                        30.592                      30.600                      30.600                      30.600                                                                                        26.200                                     27.068




                                                                                                                                                                                                                                                                                                                                                                                       |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               AREA OF CUT




                                                                                                                                                                                                                                                                                                     .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|. .|.




                                                                                                                                                                                                                                                                                                                                                                                           ..                                                                  |
                                                                                                                                                                                                                                                                                                                                                                                                                                                      |. |. .



                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               AREA OF FILL




                                                                                                                                                                                                                                                                                                                                                                                                                                                  |. . .|. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      00   3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SK                        7




                                                                                                                                                                                                                                                                                                                                                                                                                                            .| .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                         .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RP890947




                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                                                                                                .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NOTES:




                                                                                                                                                                                                                                                                                                                                                                                                                                      .|. . .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                              .

                                                                                                                                                                                                                                                                                                                                                                                                                                          |
                                      30.398                       30.382                           30.262               30.197                            30.323                        30.550                      30.600                      30.600                      30.600                                                                                        27.955                                     26.658                                       27.012




                                                                                                                                                                                                                                                                                                                                                                                                                              |. . |. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.    VOLUMES ARE FROM EXISTING SL TO FINISHED




                                                                                                                                                                                                                                                                                                                                                                                                                          |. . . .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 F




                                                                                                                                                                                                                                                                                                                                                                                                                                    .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3                                                                                             FLOOR LEVEL FOR RAC BUILDING.




                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                       . . .|. .|
                                                                                                                                                                                                                                                                                                                                                                                                                                  |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S   K00                                                                                         2.    VOLUMES ARE FROM EXISTING SL TO LOT PAD




                                                                                                                                                                                                                                                                                                                                                                                                                  |. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LEVEL FOR DWELLINGS.




                                                                                                                                                                                                                                                                                                                                                                                                                      |.
                                                                                                                                                                                                                                                                                                                                                                                                                     |
                                                                                                                                                                                                                                                                                                                                                                                                         |. . |. .
                                                                                                                                                                                                                                                                                                                                                                                                                    .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3.    VOLUMES INCLUDE EXCAVATION OF INFILTRATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                                     |. . |. .
                                                                                                                                                                                                                                                                                                                                                                                                                 .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BASINS.




                                                                                                                                                                                                                                                                                                                                                                                                             | .

                                                                                                                                                                                                                                                                                                                                                                                               |. . . .|. .
                                      30.758                       30.669                           30.569               30.469                            30.600                        30.600                      30.600   6                  30.600                      30.600                                                                                        29.892                                     27.179                                       27.542                        27.047                                                                          4.    NO ALLOWANCE FOR EXPORT VOLUMES AS A




                                                                                                                                                                                                                                                                                                                                                                                                    .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RESULT OF TRANSLOCATION.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                        RP901384                                                                                                                   .|. .|. .|. .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                .   |.                                                                                                                           5.    NO ALLOWANCE FOR SERVICES EXCAVATION.
                                                                                                                                                                                                                                                                                                                                                                                                                                            .|.




                                                                                                                                                                                                                                                                                                                                                                                         .|. .|.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6.    LEVELS IN APARTMENTS ARE TO FINISHED
                                                                                                                                                                                                                                                                                                                                                                                                                                        .|.
                                                                                                                                                                                                                                                                                                                                                                                            .|. .|. .|. .|. .|.                   .|.                                                                                                                                                  BASEMENT LEVEL.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                      31.059                       31.003                           30.633               30.600                            30.600                        30.600                      30.600                      30.600                      30.600                                                                                        30.600                                     30.600                                       28.322                        27.629
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PRELIMINARY VOLUMES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (NO COMPACTION)
                  C                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT = 2,200m³




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                SK003                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FILL = 3,109m³
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BALANCE = 909m³ IMPORT
                                      31.279                       31.337                           30.756               30.600                            30.600                        30.600                      30.600                      30.600                      30.600                                                                                        30.600                                     30.600                                       28.997                        28.371                     27.826                                             INCLUDES ROAD BOXING AND BASIN FILTER DEPTH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S
 RM




                                      31.601                       31.407                           30.565               30.550                            30.600                        30.600                      30.500                      30.577                      30.600                                                                                        30.600                                     30.550                                       29.501                        28.820                     28.344




                                      31.896                       32.168                           32.071               32.075                            31.976                        31.808                      31.722                      31.527                      31.276                                                                                        31.091                                     30.683                                       30.060                        29.410                     28.630
      RM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   25.607
                                      31.896                       32.168                           32.071               32.075                            31.976                        31.808                      31.722                      31.527                      31.276                                                                                        31.091                                     30.683                                       30.060                        29.410                     28.630
       RM




                                                                                                                                                                                                                                                                              SK003
                                                                                                                                                                                                                                                                                D
                                                                                                                                                                                                                                                 8
                                                                                                                                                                                                                                           RP901384




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ALL INFORMATION SHOWN ON THIS DRAWING IS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CONCEPTUAL ONLY AND IS SUBJECT TO DETAIL DESIGN.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRAFT
FILE: 5000-SK-001.dwg DATE: 29-11-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-SURVEY, X-18-001942-TITLE, X-18-001942-5001-BASE, X-18-001942-CUT_FILL
               DESIGN DRAWN   CHECK   APPROVED    DATE                                                                            STATUS                                                                        SCALE                                                                               CLIENT                                                                                                                                                                                                                               PROJECT                                               DRAWING TITLE
 FIRST                                                                                      AMENDMENT DETAILS                                                                                                                                                                                                                                                                                                                                                                                         Calibre Consulting (QLD) Pty Ltd
 ISSUE          CB      CB      -        -       26.10.18
                                                                                                                                                           PRELIMINARY                                                                                                                                                                                                        BLUE CARE                                                                                                                Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BLUECARE  SUNRISE BEACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BEACH                                         CONCEPTUAL
      A         CB      CB     LM        -       03.12.18 MAIN ENTRANCE UPDATED                                                                                                                                                                                                                                                                                                                                                                                                                            Birtinya QLD Australia 4575
A
M     B                                                                                                                                               NOT FOR CONSTRUCTION
                                                                                                                                                                                                                        0         5   10    15       20   25      30    35        40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RETIREMENT LIVING &                                       EARTHWORKS CUT/FILL
E
N
D
      C
      D
                                                                                                                                  APPROVED
                                                                                                                                                                                                                        SCALE 1:500 (A1)                       SCALE 1:1000 (A3)                                                                                                                                                                                                                                                                   AGED CARE                                                DETAIL PLAN
M
E                                                                                                                                 BY:                                                                                                                                                                                                                                                                                                                                                                                                    DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROJECT No.               DRAWING No.           REVISION
      E
N                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
      F
T
S
      G                                                                                                                           SIGN:                                          DATE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C       calibregroup.com                                              PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               18-001942                 5000-SK-001             A

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