14517-Op Works 2016.05.04 · OPW16/0021

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                                                                                                                                                                                                                                                                                                                                                                                                                                                    RL 46.50
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                                                                                   .4




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                                                                                                                                                                                                                                                                                                                                                                    CONSTRUCT AN EARTH RAMP




                                                                                 49
                                                                                               CONSTRUCT A 300 THICK                                                                                                                                                                                                                                                DOWN BETWEEN PILE ROWS
                                                                                               PILE RESTRAINT SLAB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REFER BELOW FOR CONTINUATION
                                                                                               REFER STRUCTURAL DRAWING
                                                                                               SET FOR INFORMATION.




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                                                                        35




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        STAGE 3 PROCEDURE :
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROGRESSIVELY REMOVE TEMPORARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONSTRUCTION PLATFORM AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONSTRUCT REINFORCED CONCRETE WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                         RL 46.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              HEAD BEAM PILE CAP, ON DOWN HILL SIDE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OF ACCESS.
                                                 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              INSTALL NEW PILE RESTRAINT SLAB
                                               .3
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              REINSTATE SURFACE PROTECTION AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SURFACE DRAINAGE TO SOILS BETWEEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BOUNDARY AND NEW WALL, TO AVOID
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EROSION AND LOCAL SURFACE SAND SLIP.
                                                                      35
                                                                      .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MONITOR ADJACENT STRUCTURES, WALLS,
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              GROUND LEVELS AND SITE MONITORING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SURVEY POINTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXCAVATE BEYOND THE PILE RESTRAINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SLAB TO FORM THE RAMP DOWN TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LOWER TURNAROUND PLATFORM.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CUT/FILL PLATFORM AREA AND USE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TEMPORARY SANDBAG RETAINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STRUCTURES TO RETAIN FILL.




                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                           EARTHWORKS - STAGE 3




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                                                                                                                                                                                                                                                                                1:200 UNREDUCED AT A3
                                                                                                                                                                                                                                                                                1:100 UNREDUCED AT A1
                                                                                                                                                                                                                                                                                                                                                            DENOTES FINISHED CONCRETE SURFACE LEVEL.
                                                   CONSTRUCT A
                                                   300 THICK PILE
                                                   RESTRAINT SLAB


                                                   ROOF RL 52.55




                                                                                                                                                                                                                                                             CONSTRUCT AN EARTH RAMP




                                                                                                                                                                                                                                                                                                                                      RL 46.50
                                                   LEVEL 2 RL 49.55
                                                                                                                                                                                                                                                             DOWN BETWEEN PILE ROWS
                                                                                                                                                                                                                                                                                                                                                             TURNAROUND PLATFORM


                                                                                                                                                                                                                                                                                                                                                                                       CUT
                                                                                                                                                                                          SCREW PILES FROM                                                                                                                                                                                    FILL
                                                                                                                                                                                          CONSTRUCTION
                                                                                                                                                                                          PLATFORM TO REMAIN.
                                                                                                                                                                                                                         REFER ABOVE FOR CONTINUATION




                                                   LEVEL 1 RL 45.00


                                                                                                                                                                                     RL VARIES. REFER PLAN




                                                                                                                                                                                                                                                                                                                           RL 46.50
                                                                                                                                                                                                                                                                                                                                                                                                         TEMPORARY RETAINING
                                                                                                                                                                                                                                                                                                                                                                                                         STRUCTURE. VARIES BETWEEN
                                                                                                                                                                                                                                                                                                                                                                                                         1.0m AND 2.0m HIGH. REFER
                                                                                                                                                                                                                                                                                                                                                                                                         DETAIL ON OP30.
                                                   BASEMENT RL 40.80




                                                                      RL 38.00
                                                   POOL PLANT RL 37.25




                                                                                 SECTION                    C                STAGE 3
                                                                                 1:200 UNREDUCED AT A3
                                                                                 1:100 UNREDUCED AT A1
                                                                                                            -                                                                                                                                                                                                       EARTHWORKS - STAGE 3 - CONTINUED
                                                                                                                                                                                                                                                                                                                                                             1:200 UNREDUCED AT A3
                                                                                                                                                                                                                                                                                                                                                             1:100 UNREDUCED AT A1




     COPYRIGHT                                                                                              Associated Consultants                                               Client                                                                                                                            Drawn                         Verified                    Project                                                     Drawing Title                                                                                       Scale              Sheet Size
This drawing is subject to                                                                                                                                                                                                                                                                                         A. VENESS                     S. PRYSTUPA
copyright in accordance with the                                                                                                                    Brisbane address
                                                                                                                                                    GROUND LEVEL
                                                                                                                                                                                 UNIVERSAL PROPERTY                                                                                                                Designed                      Verified
                                                                                                                                                                                                                                                                                                                                                                            PROPOSED NEW RESIDENCE AT                                    EARTHWORKS PLAN                                                                                     AS SHOWN A1
agreement between Tod                                                                                                                               283 ELIZABETH ST

Consulting pty ltd (tc) and tc's
client. This drawing shall only be
                                                                                                                                                    BRISBANE 4000
                                                                                                                                                    AUSTRALIA
                                                                                                                                                                                 COMPANY                                                                                                                           H. GRAY                       S. PRYSTUPA                71 SEAVIEW TCE, SUNSHINE BEACH                               STAGE 3                                                                                             Drawing Number
                                                                                                                 architects                         postal address
used for this specific project.
                                      C   4.5.16     AMENDED AS CLOUDED                              A.V.
                                                                                                                 planners
                                                                                                                 interiors
                                                                                                                                                    GPO BOX 353
                                                                                                                                                    BRISBANE
                                                                                                                                                    QUEENSLAND 4001
                                                                                                                                                    AUSTRALIA
                                                                                                                                                                                 ESTABLISHMENT                                                                                                                     Approved
                                                                                                                                                                                                                                                                                                                   S. PRYSTUPA
                                                                                                                                                                                                                                                                                                                                                 RPEQ No
                                                                                                                                                                                                                                                                                                                                                 1137
                                                                                                                                                                                                                                                                                                                                                                            RDP               RP197117                                                                                                                                       14517-OP23
This drawing shall not be used
                                                                                                                                                                                                                                                                          Noosa: 07 5449 9600                                                                               LOCAL AUTHORITY   NOOSA
                                      B   30.3.16 ISSUED FOR CONSTRUCTION                            A.V.                                           tel +61(0)7 3229 5266                                                                                 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                                   Signed                        Date                                                                                                          0     10                                  20   30   40    50      60          Sheet               Revision
for construction until marked as                                                                                 Noel Robinson Architects Pty Ltd   fax +61(0)7 3221 0796
                                                                                                                                                    [email protected]                                                                                                   PO Box 61, Noosaville, QLD 4566                                                                          MCU APPROVAL      14/0084          HORIZ DATUM
                                                                                                                 ABN 62 323 175 502
                                      A   27.1.16 OPERATIONAL WORKS APPROVAL                         A.V.                                           www.nrarc.com
'issued for construction' in the
revision description.                Rev Date Revision Description                                Drawn
                                                                                                                 ACN 010 011 720                                                                                                                        [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                          ABN 39 128 805 336                                                     DECEMBER 2015              ROL APPROVAL
                                                                                                                                                                                                                                                                                                                                                                            OPW APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                               VERT DATUM AHD
                                                                                                                                                                                                                                                                                                                                                                                                               RL               41.410                             MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2 of 12                  C