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SUPERSEDED OPW16/0021 - Approved Plans

of 33

Plans and drawings: the text below has words only, no drawings.

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Original PDF page 3, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                          DRIVEWAY RESTRAINING SLAB




                                                                                                                                                                                                                                                                                                                                           CONSTRUCT AN EARTH RAMP




                                                                                                                                                                                                                                                                                                                                                                                                                  RL 46.50
                                                                                                                                                                                                                                                                                                                                           DOWN BETWEEN WORKING
                                                                                                                                                                                                                                                                                                                                           PLATFORMS
                                                                                                                                                                                                                                               WORKING PLATFORM AT RL 44.50




                                                                                                                                                                                                                                                                                                                RL 44.50
                                              E
                                             OP25
                                                                 RL UR OW
                                                                     .00 CE
                                                            E RA FO TE




                                                                                         WORKING PLATFORM AT RL 44.50
                                                          TO TU TO CRE


                                                                   40 FA
                                                             AT L S LL




                                                                                                                                                                                                                                                                                      43.00
                                                           NA LES ON
                                                            PI P C




                                                                                                                                                                                                 TOP CONCRE
                                                                                                                                                                                                                    TE PILES RL




                                                                                                                                                                                                                                                                          TE PILES RL
                                                                                                                                                                                                                                44.40
                                                              TO




                                                                                                                                                                                                               TOE AT RL 36




                                                                                                                                                                                                                                                                                  .50
                                                                                                                                                                                                                            .50




                                                                                                                                                                                                                                                                     TOE AT RL 36
                                                 RL 4.3 E
                                               AT L 4 RET




                                                                                                            .40
                                                      .00
                                                    35 0




                                                                                                      RL 44
                                                 R C




                                                                                                PILES
                                          TO ES ON




                                                                                          E TE




                                                                                                                                                                                                                                                                 TOP CONCRE
                                                                                      ONCR         36.50                                                            ADDITIONAL STAND ALONE
                                                                                 TOP C        T RL
                                           PI P C




                                                                                        TOE A                                                                       PILE TOP RL 44.40
                                             TO




                                                                                                                                                                    TOE AT RL 36.50
                                             L
                                            E




                                                                                                                                                                                                                                                                                                                                                                                              1:2 MAXIMUM BATTER
                                                                                           WORKING PLATFORM AT RL 44.50




                                           STABILISE EMBANKMENT




                                                                                                                                                                                                EARTHWORKS - STAGE 4
                                                                                                                                                                                                                     1:200 UNREDUCED AT A3
                                                                                                                                                                                                                     1:100 UNREDUCED AT A1




                                                                                                                                                                                                    STAGE 4 PROCEDURE :
                                                                                                                                                                                                          EXCAVATE TO FORM THE RAMP DOWN TO
                                                                                                                                                                                                          THE NEXT WORKING PLATFORM AT RL 44.50.
                                                                                                                                                                                                          CUT FOR PLATFORM AREA ALONG
                                                                                                                                                                                                          PREVIOUSLY INSTALLED PILED WALL.
                                                                                                                                                                                                          INSTALL PROPOSED PILES AT THIS LEVEL
                                                                                                                                                                                                          AS INDICATED ON THE PLAN
                                                                                                                                                                                                          STABILISE CUT BANKS WITH URETEK OR
                                                                                                                                                                                                          APPROVED SIMILAR.




                                                                                                                                                                                                                                                                                                                                                                                                                                       -
                                                                                                                                                                                                                                                                                                                                                                                                   NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                   APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                OPW16/0021 11 JUL 2016

     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 4                                                        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-OP24
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
                                                                                                                                                                                                                                                                                                                                                                                                                                           3 of 12              B

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