Development Application Part 2 of 2 - Geotech Report and Plans - OPW13/0816

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                         No. 25 DOLPHIN CRESCENT        WEYBA CREEK                                                                                                                                                                         <
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                                                                                                                                                                                                                   150 MIN.

                                                                                                                                                                                                                                                      KEY INTO EXISTING
                                                                                                                                                                                                                                                      REVERBMENT WALL EACH END.
                                                                                                                                                                                                              40 COVER
                                                                                                                                                                                                                                                      COAT INTERFACE WITH BOND
                                                               EXISTING TEMPORARY SPRAyeD
                                                                                                                                                                                                                                                      BREAKER AND SEAL FACES
                                                               CONCRETE EMBANKMENT


                                                                                                                                                                                                                                                      1.60AHD
                                                                                               WATER LEVEL DURING SURVEY (0.200 AHDl



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                                               <.                                                                                                                                                                                                                  DN50 OUTLET DRAIN
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                                                                                                                                                                  (TERRAFlXSP360                                                                                   AT 3000 MAX CS.
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                                                                                                                                                                    016x 500 BAR.
                                                                                        SECTION
                                                                                        1:50
                                                                                                         EB         EXISTING                                             TYPICAL
                                                                                                                                                                                                              1000 NOM.




                                                                                                                                                                                                                                                                 SCREWPILES AT 3000 MAX CS.
                                                                                                                                                                                                                                                                 (DESIGNAND CONSTRUCT BY
                                                                                                                                                                                                                                                                 OTHERS)

                         No. 25 DOLPHIN CRESCENT        WEYBA CREEK


                                                                                                                                                                                                                                                         G&KWHYTE
                                                                                                                                                                                                                                                         PROPOSED
                                                                                                                                       1.60 AHD                                                                                                          OPERATIONAL WORK
                                                                                                                                                                                                                                                         ADJACENT TO No.25
                                                                                                                                                                                                                                                         DOLPHIN CRESCENT
                                                                                                                                HAT (0.560 AHDI
                                                                                                                                                                                                                                                         NOOSAVILLE
                                                                                                        WATER LEVEL DURING SURVEY 10.200 AHDI                                       REVETMENT WALL DETAIL
                                                                                                                                                                                    1:20

                                                                                                                                LA T (0.560 AHDI                                                                                                                            Norden
                                                                                                                 ROCK LAYER SHAPE 2
                                                                                                                            -                                                                                                                                               Engineering
SCA.E:W PILES AT 3000 MAX CS.                                                                                        GEOFABRIC.STAGE 2
(OEiSIGNAND CONSTRUCT BY
                 OTHERS)
                                                                                                                                                                                                    CONCRETE                                                                Structural IeMI DesIgn Engineers


                                                                                                                                           1                                                                                                                                Suite 16 ’TewantIn Plaza"
                                                                                                                                                                                           STRENGTH            -
                                                                                                                                                                                                                    40 MPa                                                  Polnclana Avenue I PO Box 205


                                                                                                                                        ~1MAX                                                   SLUMP         -
                                                                                                                                                                                                                   80mm
                                                                                                                                                                                                                                                                            Tewantln Q 4565

                                                                                                                                                                                                                                                                            Ph:0754491137 Fax:0754497172
                                                                                                                                                                                                                                                                            Emall:[email protected]
                                                                GEOFABRIC- STAGE 1

                                                                                                                                                                                                                                                         DRAWN                     DATE
                                               >-
                                               0::              ROCK LAYER.STAGE 1
                                               <                                                                                                                                                                                                                 A.GUNN                   OCTOBER 2013
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                                                                                        SECTION
                                                                                                         EB         PROPOSED
                                               o                                                                                                                                                                                                         ISSUE
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                                               0..
                                                                                        1:50
                                                                                                                                                                                                                                                                 WORKINGDRG
                                                                                                                                                                                                                                                         DMMO.                                   AMENDMENT

                                                                                                                                                                                                                                                                 J831-02