SUPERSEDED OPW16/0021 - Approved Plans

                                                                                                                                                                                               D
                                                                                                                                                                                               -




                                                                                                                                                                         POUR 450 DEEP LEVEL 1
                                                                                                                                                                         BEAM FOR PILE                               DRIVEWAY RESTRAINING SLAB
                                                                                                                                                                         RESTRAINT AT RL 45.00
                                                                                                                                                                         REFER STRUCTURAL DRAWING
                                                                                                                                                                         SET FOR INFORMATION.




                                                                                                                                                     RV1                     RV1




                                                                                                                             RV1
                                                                                                                                                    RV1
                                        E                                                                                                                                 RV1
                                         -

                                                                                                        RV1



                                                                                                                                      RV1                 RV1
                                                                                                  RV1



                                                                                                                         RV1
                                                                                         RV1
                                                                                                                                                                                                      WORKING PLATFORM AT RL 44.50




                                                                                                                                                                         POUR LEVEL 1 SLAB FOR
                                                                                                                                                                         PILE RESTRAINT AT RL 45.00
                                                                                                                                                                         REFER STRUCTURAL DRAWING
                                                                                                                                                                         SET FOR INFORMATION.




                                                                                                                                                                                                                                                                                                                                                                              EARTHWORKS - STAGE 5
                                                                                                                                                                                                                                                                                                                                                                                           1:200 UNREDUCED AT A3
                                                                                                                                                                                                                                                                                                                                                                                           1:100 UNREDUCED AT A1




                                                            -
                          NOOSA COUNCIL
                          APPROVED PLAN                                                                                                                                                                       STAGE 5 PROCEDURE :
                                                                                                                                                                                                                 INSTALL SCREW PILES AS SHOWN ON THE
                       OPW16/0021 11 JUL 2016                                                                                                                                                                    PLAN IN ACCORDANCE WITH THE
                                                                                                                                                                                                                 SPECIFICATION AND TO THE CONTRACTORS
                                                                                                                                                                                                                 DETAILS.
                                                                                                                                                                                                                 POUR BEAM AND LEVEL 1 SLAB AS SHOWN                                                                                                                                         SCREW PILES :
                                                                                                                                                                                                                 ON THE PLAN, REFERRING TO THE
                                   ROOF RL 52.55                                                                                                                                                                 STRUCTURAL DRAWINGS FOR THE                                        ROOF RL 52.55
                                                                                                                                                                                                                                                                                                                                                                                             RV1      219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
                                                                                                                                                                                                                 REQUIRED DETAILS.                                                                                                                                                                  MINIMUM 8m DEEP 30T SWL. CONC. FILL (25 MPa)
                                                                                                                                                                                                                                                                                                                                                                                             RV2      219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
                                                                                                                                                                                                                                                                                                                                                                                                    MINIMUM 6m DEEP 60T SWL. CONC. FILL (25 MPA)

                                                                                                                                                                                                                                                                                                                                                                                             RT      RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
                                   LEVEL 2 RL 49.55                                                                                                                                                                                                                                 LEVEL 2 RL 49.55
                                                                                                                                                                                                                                                                                                                                                                                                    MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL (25 MPA)


                                                                                                                                                                                                                                                                                                                      EXISTING
                                                                                                                                                                                                                                                                                                                      SURFACE                                   BACKFILL AS PER THE
                                                                                                                                                                                                                                                                                                                                                                ARCHITECT AND
                                                                                                                                                                                                                                                                                                                                                                LANDSCAPE
                                                                                                                                                                                                       SCREW PILES FROM                                                                                                                                         ARCHITECTS DRAWINGS
                                                                                    POUR BEAM FOR PILE                                                                                                 CONSTRUCTION
                                   LEVEL 1 RL 45.00
                                                                                    RESTRAINT                                                                                                          PLATFORM TO REMAIN.                                                          LEVEL 1 RL 45.00


                                                                                                                                                                                                       RL VARIES. REFER PLAN
                                                                                                                                                                                                                                                                                                                                                                                                   ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m

                               POUR SLAB (BEYOND)                                                                                                                                                                                                                                                                                                                                                  AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.
                               FOR PILE RESTRAINT
                                                                                                                                                                                                                                                                                                                                                                                                   THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
                               AT RL 45.00                                                                                                                                                                                                                                                                                                                                                         WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE
                                   BASEMENT RL 40.80                                                                                                                                                                                                                                BASEMENT RL 40.80                                                                                              LAYERS.

                                                                                                                                                                                                                                                                                                                  RL 40.00                                                                         SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
                                                                                                                                                                                                                                                                                                                                                                                                   CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
                                                                                                                                                                                                                                                                                                                                                                                                   LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO
                                                                                                                                                                                                                                                                                                                                                                                                   SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16
                                                                                                        RL 38.00
                                     POOL PLANT RL 37.25                                                                                                                                                                                                                            POOL PLANT RL 37.25

                                     RL 36.50




                                                                          SECTION                       D                  STAGE 5                                                                                                                                                                                 SECTION                   E
                                                                          1:200 UNREDUCED AT A3
                                                                          1:100 UNREDUCED AT A1
                                                                                                         -                                                                                                                                                                                                         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 5                                                    Drawing Number
                                                                                                              architects                         postal address
used for this specific project.                                                                               planners
                                                                                                              interiors
                                                                                                                                                 GPO BOX 353
                                                                                                                                                 BRISBANE
                                                                                                                                                 QUEENSLAND 4001
                                                                                                                                                 AUSTRALIA
                                                                                                                                                                          ESTABLISHMENT                                                                                  Approved
                                                                                                                                                                                                                                                                         S. PRYSTUPA
                                                                                                                                                                                                                                                                                                       RPEQ No
                                                                                                                                                                                                                                                                                                       1137
                                                                                                                                                                                                                                                                                                                                   RDP               RP197117                                                                                                         14517-OP25
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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4 of 12              B