PART Response to Information Request · OPW11/0335

                                                                                                                                                            STAGE 2 EARTHWORKS




                1010 1 1060 CONTINUOS
                GABON WALL. 3.2m THICK
                GALVANSED WIRE CAGE WITH
                                                                                                                                                                                                                                       OR101W GROUND SURFACE
                A OUS WEAVE. FILL WITH
                0100 ROCKS.
                                                                                                                                     BUILDING PAD RL 1.00
                                                                              BUILDING PAD RI. 3.30
     tyre - - - °_ -------------
                                                                                                                                                                                                                                                                                           ROCK REIAIRNG WALL REFER
      ORIGINAL GROUND SURFACE                    .*_ _ ^ -                                                                                                                                                                                                                                 DETAIL DETAIL ON SHEET (S.




                                                                                                                                                                                                                                                                                        LAY ADDITIONAL LAYER OF
                                                                                                                                                               SECTION                                                                                                                  GEOTEXTLE FABRIC BUM A24'
                                                                                                                                                                                                                                                                                        UNDER TIE SECOND Ills WIDE
                                                                                                                                                                                                                                                   LAY GEOTEXTLE FABRIC 'BDM            SAYER OF TENSAR TXIfi* GRID
                                                                                                                                                                                                                                                   A24' UNDER A Kim WIDE                AND FILL WITH 2O0r ROAD
                                                                                                                                                                                                                                                   'TENSAR EX9' GRID AND FILL           BASE TYPE 2.4 UNBOUND
                                                                                                                                                                                                                                                   WITH 150mm OF CRUSHER DUST           PAVEMENT, COMPACTED WITH A
                 SUGGESTED PROCEEDURE FOR FILLING AREA                          SUGGESTED PROCEEDURE FOR FILLING AREA                                                                                                                              OR 5- Tom GRAVEL SCREENINGS.         FLAT DRUM ROLLER.
                 WEST OF THE PROPOSED BEACH SHACKS                              UNDER BEACH SHACKS AND PATHS :
                   1. STRIP SITE OF ALL VEGETATION.                              1. STRIP GRASS, TREES AND ORGANIC MATTER FROM THE
                  2. FILL WITH (LEAN SAND TO A LEVEL OF 100mm ABOVE              SURFACE.
                  STANDING WATER.                                                1. PROOF ROLL WITH A FLAT DRUM ROLLER.
                  3. LAY GEOTEXTLE FABRIC 'BIDM A24' UNDER A 10m WIDE            3. FILL TO BULK EARTHWORKS PAD LEVELS AS SHOWN ON
                  'TENSAR 1X16' GRID AND FILL WITH ISOmm Of (RUSHER              THE PLAN IN 300mm MAXIMUM LAYERS.
                  DUST OR 5-7mm GRAVEL SCREENINGS.                               4. COMPACT WITH A FLAT DRUM ROLLER TO 98% RELATIVE
                  4. FILL WITH CLEAN SAND 10 A LEVEL OF 200mm BELOW              DENSITY EACH LAYER.
                  FINISHED ACCESS ROADWAY LEVEL.                                 S. ALL STORMWATER AND SEWERAGE PIPES TO BE LOCATED
                  S. COMPACT WITH A FLAT DRUM ROLLER.                            ON EASTERN SIDE OF BEACH SHACK SLABS AND TIED TO
                  6. LAY ADDITIONAL LAYER Of GEOTEXTILE FABRIC '810111                                                                                                                                              NAILIRAL SBRIALL
                                                                                 CONCRETE AT 900 (RS. ALL PIPES TO HAVE FLEXIBLE )DINTS
                  A24' UNDER THE SECOND 1Dm WIDE LAYER O'TENSAR 1X16'                                                                                                                                                                             FILL WITH CLEAN SAND TO A LEVEL OF
                                                                                 ADJACENT TO SUSPENDED BEACH SHACK SLABS.
                  GRID AND FILL WITH 20Dmm ROAD BASE COMPACTED WITH A                                                                                                                                                                             100mm ABOVE STANDING WATER.
                  FLAT DRUM ROLLER.
                                                                                                                                                                                                                                             FILLING DETAIL FOR AREA WEST OF
                                                                                                                                                                                                                                               THE PROPOSED BEACH SHACKS

                                                               STAGE 2 EARTHWORKS                                                                                                                                                            STAGE 1 EARTHWORKS


    1000 A 1000 CONTINUOUS
    GABION WALL. 3.2mm THICK

    A 06S WEAVE. FILL WITH
    0100 ROCKS.                                                                                            BULDNG PAD RL 4.3S    I
                                                        BUILDING PAD RI 380

                                                                                              ORIGINAL GROUND SURFACE




                                                                                                                                                                SECTION
                                                                                                                                                     101    88^6^ 4^   2          DD                          IDm

                                                                                                                                                     ICJ                                                      I




                                                                                                                                                                                                                                                                                                                           TOD CONSULTING PTY. LTD.
PROPOSED ACCOMODATION AND                                                                               BULK EARTHWORKS                                                                                                                                                                                                          .AA l9usm I%
                                                                                                                                                                                                                                                                                                                                 20 Mary Street, Meo,a.A1,
                                                                                                                                                                                                                                                                                                                                                 '1 1.

COMMERCIAL DEVELOPMENT                                                                                  DETAILS                                                                                                                                                                   TOD                                          P0 6oe Al,              OLD 4S
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'ESSENCE OF PEREGIAN'                                                                                   STAGE 2                                                                                                                                                                         ENGINEERS                                                   0.,.
                                                                                                                                                                                                                                                                                                                         PRYSTIPA a- A- VENESS             MAY 209
DAVID LOW WAY                                                                                                                                                     E    14.08.11        CONSTRUCTION STAGING ISSUE

PEREGIAN BEACH for                                       essence                                                                                                  0
                                                                                                                                                                  C
                                                                                                                                                                  B
                                                                                                                                                                       10.tt18
                                                                                                                                                                       6.07.10
                                                                                                                                                                       10.86.10
                                                                                                                                                                                       OPERATIONAL WORKS ISSUE
                                                                                                                                                                                       FILLING PROCEEDURE AMENDED
                                                                                                                                                                                       OPERATIONAL WORKS ISSUE
                                                                                                                                                                                                                                                                                                                        B. GEORGE                            120o

                                                                                                                                                                                                                                                                                                                                                             AHD

SCANLON PROPERTY GROUP                                                                                                                                            A    28.OS.10        PRELIMINARY ISSUE                                                                                                                            0-Am Me

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