2014022_71_SeaviewTce_SWMP-revC_full · OPW16/0021

                                                                                                                                                          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
                                                                                                                                                                                                                                44.40




                                                                                                                                                                                                                                                                         TE PILES RL
                                                              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
                                                                                                  PILES
                                                 R C




                                                                                               E
                                          TO ES ON




                                                                                            E T
                                                                                       ONCR          36.50




                                                                                                                                                                                                                                                                 TOP CONCRE
                                                                                                                                                                    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.




     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 4                                                    Drawing Number
                                                                                               architects
                                                                                                                                                          ESTABLISHMENT                                                                                                                                                                                                                                                               14517-OP24
                                                                                                                                  postal address
used for this specific project.                                                                                                   GPO BOX 353                                                                                                         Approved                               RPEQ No
                                                                                               planners                           BRISBANE                                                                                                                                                                   RDP               RP197117
                                                                                               interiors                          QUEENSLAND 4001
                                                                                                                                  AUSTRALIA
                                                                                                                                                                                                               Noosa: 07 5449 9600                    S. PRYSTUPA                            1137            LOCAL AUTHORITY   NOOSA
This drawing shall not be used        B     30.3.16 ISSUED FOR CONSTRUCTION       A.V.
for construction until marked as                                                               Noel Robinson Architects Pty Ltd
                                                                                                                                  tel +61(0)7 3229 5266
                                                                                                                                  fax +61(0)7 3221 0796
                                                                                                                                                                                               Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                      Signed                                 Date            MCU APPROVAL      14/0084           HORIZ DATUM                          0      10     20    30     40         50   60   Sheet             Revision
                                                                                               ABN 62 323 175 502                 [email protected]                                                          PO Box 61, Noosaville, QLD 4566
                                      A     27.1.16 OPERATIONAL WORKS APPROVAL    A.V.                                                                                                                                                                                                                       ROL APPROVAL                        VERT DATUM AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                      3 of 12              B
                                                                                                                                  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