2014022_71_SeaviewTce_SWMP-revC_full · OPW16/0021

                                                                                                                                                                                               C
                                                                                                                                                                                                -




                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                      0




                                                                                                                                                                                                                                                                                                                     .2
                                                                                                                                                                                                                   .3
                                                                                                                                                                               5
                                                                                     0




                                                                                                                                                                            .3




                                                                                                                                                                                                                                                                                                                   49




                                                                                                                                                                                                                                                                                                                                                                                                                                               RL 46.50
                                                                                                                                                                                                                  49
                                                                                   .4




                                                                                                                                                                       49
                                                                                                                                                                                                                                                                                                                                                               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.




                                                                                                                                                                                                                                                                                                               5
                                                                        5




                                                                                                                                                                                                          5




                                                                                                                                                                                                                                                                                                                        25
                                                                                                                                                                                                                                                                                                           2
                                                                     .3




                                                                                                                                                                                                         2




                                                                                                                                                                                                                                                                                                        .4
                                                                                                                                                                                                      .4




                                                                                                                                                                                                                                                                                                                      .4
                                                                   49




                                                                                                                                                                                                                                                                                                     49
                                                                                                                                                                                                     49




                                                                                                                                                                                                                                                                                                                    49
                                                                                             25
                                                                                          .4
                                                                                        49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REINSTATE SURFACE PROTECTION AND
                                            49




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SURFACE DRAINAGE TO SOILS BETWEEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BOUNDARY AND NEW WALL, TO AVOID
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EROSION AND LOCAL SURFACE SAND SLIP.
                                                                     5
                                                                  .3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MONITOR ADJACENT STRUCTURES, WALLS,
                                                                49




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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.




                                                                                                                                                                                                                                                         EARTHWORKS - STAGE 3




                                                                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                                                                                              .5
                                                                                                                                                                                                                                                                                                                                            49
                                                                                                                                                                                                                                                                              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
copyright in accordance with the                                                                                                                    Brisbane address
                                                                                                                                                    GROUND LEVEL
                                                                                                                                                                               UNIVERSAL PROPERTY                                                                                                                    A. VENESS
                                                                                                                                                                                                                                                                                                                     Designed
                                                                                                                                                                                                                                                                                                                                            S. PRYSTUPA
                                                                                                                                                                                                                                                                                                                                            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
                                                                                                                                                                               ESTABLISHMENT                                                                                                                                                                                                                                                                                                                                            14517-OP23
                                                                                                                                                    postal address
used for this specific project.                                                                                                                     GPO BOX 353                                                                                                                                                      Approved               RPEQ No
                                                                                                                 planners                           BRISBANE                                                                                                                                                                                                           RDP               RP197117
                                      C   4.5.16     AMENDED AS CLOUDED                              A.V.        interiors                          QUEENSLAND 4001
                                                                                                                                                                                                                                                                                                                     S. PRYSTUPA            1137
This drawing shall not be used
                                                                                                                                                    AUSTRALIA
                                                                                                                                                                                                                                                                        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.                                                                                                                                                                                                                                                              ROL APPROVAL                       VERT DATUM AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2 of 12                  C
                                                                                                                                                    www.nrarc.com
'issued for construction' in the                                                                                                                                                                                                                      [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                                                                                            DECEMBER 2015
                                                                                                                 ACN 010 011 720

revision description.                Rev Date Revision Description                                Drawn                                                                                                                                                                 ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                                                                       OPW APPROVAL                       RL               41.410                             MEASUREMENT BAR - INCREMENTS IN mm