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Appendix D - Civil Engineering Report

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                                                                                                                                                                                                                                                                          BATTER TO NATURAL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LEGEND                                        PROPOSED
                                                                              Emt A                                                                                                                  Emt J                                                                                                                                                                             Emt H
                                                                                  MCH4891                                                                                                                MCH4539
                                                                                                                                                                                                                                                                                                                                                                                           MCH4539
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                      II                                      II                                                                                                                                                                            5.00                  MAJOR CONTOUR                                               5.00




                                                                                                                                                                                                                                                                                                         II




                                                                                                                                                                                                                                                                                                                                                    II




                                                                                                                                                                                                                                                                                                                                                                                  II
                                                                                                                                                                                                                                                                     II                        7                                                                                                                                            II




                                                                                                                                                                                                                                                                                                                                                                                                         II




                                                                                                                                                                                                                                                                                                                                                                                                                          II




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   II
                                                                                                                                                                                                                                        II




                                                  II




                                                                 II




                                                                                       II




                                                                                                           II
                                                                                                                                                                                                                       II




                                                                                                                         II




                                                                                                                                           II




                                                                                                                                                            II




                                                                                                                                                                               II




                                                                                                                                                                                                 II
                                       6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BUILDING




                                                                                                                                          TEMP 1 IN 2
                                       II
                                                                                                                                                                                                                                                                                                                                                                                                              7




                                                                                                                                           BATTER




                                                                                                                                                                                                                                                                                                                                          TEMP 1 IN 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REFER STRUCTURAL




                                                                                                                                                                                                                                                                                                                                           BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RET           WALL             RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ENGINEER DRAWINGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TOP OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FACE OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TOE OF BATTER
                                                                                                           APPROVED RETENTION METHOD                                                                                                                                                                                                                                                                                                                                                                                                   SWALE DRAIN
                                                                                                           REQUIRED TO EXCAVATE FULL                                                                                                                                                                                                                                                                                                                                                                                                  CUT OFF DRAIN
                                                                                                           EXTENT OF BASEMENT.                                                                                                                   EXTENT OF BASEMENT EXCAVATION
                                                                                                                                                                                                                                                   WITHOUT ADDITIONAL RETENTION                                                                                                                                                                                                                                                                  TREE
                                            TEMP 1 IN 2                                                                                                                                                                                                      METHODS INSTALLED
                                             BATTER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BOREHOLE                                               BH1

                                                                                                                                                                                                                                                                                                                                                                                                     TEMP 1 IN 2                                                                                                                                  CUT AREA
                                                                                                                                                                                                                                                                                                                                                                                                      BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FILL AREA




                                                                                                                                                                                                                   PL 2.480
           EXISTING
           BUILDING                                                                         APPROVED RETENTION METHOD                                                                                                                                                                                                                                                                                                                                               BATTER TO NATURAL
                                                                                            REQUIRED TO EXCAVATE FULL
                                                                                            EXTENT OF BASEMENT.
                                                                                                                                6
                                                                                                                              SP264847                                                                                                                                                                                       7
                                                                                                                                                                                                                                                                                                                           SP264847


        BATTER TO NATURAL




                                                              RL2.48                   RL2.48


                                                                                                                                                                                                                                    6
                                                                                                                                         EXTENT OF BASEMENT EXCAVATION
                                                                                                                                         WITHOUT ADDITIONAL RETENTION
                                                                                                                                         METHODS INSTALLED
                                                                                                                                                                                                                                                                                                                                                                                                                                       Emt BA
                                                                                                                                                                                                                                                                                                                                                                                                                                        SP222982
                                                                  RAMP 1:6




                                                                                                                                                                                                                                                                                                                                                        TEMP 1 IN 2
                                                                                                                                                                                                                                                                                                                                                         BATTER
                                                                                                                                                                                           TEMP 1 IN 2
                                                                                                                                                                                            BATTER




                                             SL5.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E
                                                                                                                                                                        BATTER TO NATURAL                                                                 Emt S                                                                                                                                                                            E                  W         S




                                                                                                                                                                                                                                                                                                                                                                                                                                                         FH
                                                                                                                                                                                                                                                          SP264847                                                                                                                                                    E
                                                                                                                                                                                                                                                                                                                                                                                                         S                 S       W             S        T
                                                                                   Emt R                                                                                                                                                                                                           S                  S                        S                              S                 E                 W            T       S
                                                                                      SP264847
                                                                                                                                                                                                                                                  S                           S
                                                                                                                                                                                                                                                                                                                                                                      E                                       T       S
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                                                                                                                                                                                                                                                                                                                                                            T W
          S                                                                                                                                                 S
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                                                                                        Emt O
                                            S                                                                                             S
                                                                                                                                                                                                                                                                                                                               T W
                                                          S                   S                        S             S
                                                                                            SP244573                                                                                                                                                                                       E                                               S
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          SW            SW        SW                                                                                                                                                       SW                                                                                         T W                                                                                                                         6
                                                                                                                                                            SW              SW                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                     6
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                                                                                                                SW                                                                                                                                              T
                                                                                                 SW
                                                                                                                                                                                                                                                                                                                          IVE
                                                                                                                                                                                                                                                                              S
                                                                             SW
                                                          SW                                                                                                                                                                E           W        S
                                                                                                                                                                                                                                                                                                       N N DR
                                                                                                                                                                                                                                    T
                                                                                                                                                                                                                                                                                                   M A
                                                                                                                                                                                                                                                                                           HOF
                                                                                                                                                                                                                       W
                                                                                                                                                                                                     E                          S
                                                                                                                                                                                                                                                                                                                                                                                                                                                              SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         B      24.08.18 PRELIMINARY ISSUE                                   KC     MH
                                                                                                                                                                                                 W                 T
                                                                                                                                                                                                                                                                                                                                                                                                                                       SW
    E                                                                                                                                                                              E                                                                                                                                                                                                                                      SW                                                                                                                             A      31.07.18 PRELIMINARY ISSUE                                  BCM     MH
                                                                                                                                                                                             T
                                                                                                                                                                                                          S
W                                                                                                                                                                              W                                                                                                                                                                             SW                    SW                    SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ISSUE DATE                      AMENDMENT                            BY    APP
                                                                                                                                                                E          T           S
                                                                                                                                                                                                                                                                                                                                                   SW




               E
                                                                       3                                                                                    W                                                                                                                                                                                                                                                                                                                                   0           5              10 12.5                           COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
                   FH




                                                                   SP246584                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
          W                                                                                                                                   E         T
                                                                                                                                                                    S
                        FH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONSULTING PTY LIMITED 2017 ©
                                                                                                                                         W
                                                                                                                                                                                                                                                                                  E                                                                                                                                                                                                             SCALE 1:250 (A1) 1:500 (A3)                                                                          MPN Consulting Pty Ltd
                                                                                                                                                                                                                                                                              DRIV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                mpn
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ABN: 39 062 191 799
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 39 Sherwood Road, Toowong, Qld, 4066
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            consulting                                F: 61 7 3371 3196
                                                                                                                                                                                                                                                                                      BATTER TO FINISH 500mm                                                                                                                                                                                                                                                                                                 E: [email protected]

                                                                                                                                                                                                                                                                                      WITHIN PROPERTY
                                                                                                                                                                                                                                                 RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CLIENT:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                       BATTER IS NOT TO ENCROACH ON                                                                                                                  NATURAL GROUND                                                                                      RIBARJA PROPERTY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RP BDY
                                                                                                                                                                                                                                                                                                       ZONE OF INFLUENCE OF ADJOINING
                                                                                                                                                                                                                                                                                                       STRUCTURES OR SERVICES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         HOFMANN DRIVE MEDICAL CENTRE

                                                                                                                                                                                                                                                                              1
                                                                                                                FINISHED FLOOR                                                                                                                                                    2                                                                                                                                                    BULK EARTHWORKS LEVEL                                                                                             HOFMANN DRIVE, NOSSAVILLE QLD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1
         100 THICK SLAB (CONFIRM                                                                                LEVEL - FFL                                                                                                                                                                                                                                                                                                                                                             2
         WITH STRUCUTRAL PLANS)                                                                                                                                                                                                                                                                                                                                                                      PAD RL 2.480
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONCEPT BULK EARTHWORKS
                      20mm SAND                                                                                                                                                                                                     DATUM RL0.00                                                                                                                                                                                                                                                                                                                          PLAN
                    100mm CBR 15
                                                                                                                BULK EARTHWORKS                                                                                                                                                                                                                                                                                                                                                                                                                         DESIGN: ND             DRAWN:    ND            SCALES:      AS SHOWN
                                                                                                                PAD LEVEL - BEL                                                                                                                                                             APPROVED RETENTION METHOD                                                                                                 TYPICAL EARTHWORKS SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CHKD:                  APPRD:                  DATE:
                                                                                                                                                                                                                                                                                            REQUIRED TO EXCAVATE FULL                                                                                                 SCALE 1:200
                                                                                                                                                                                                                                                                                            EXTENT OF BASEMENT.                                                                                                                                                                                                                                              mpn JOB            DRAWING No.                                       REV

                                 TYPICAL BUILDING PLATFORM DETAIL
                                 N.T.S.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   7700 DA.03                                                              B

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PRELIMINARY
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