Response to Information Request - Received on 19/04/2012 · OPW11/0335

                                                                                                         ~4’(,\ 3~
                                                      SUGGESTED PROCEEDURE FOR FILLING ARE
                                                      WEST OF THE PROPOSED BEACH                     SHACKS:
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                                                                                                                     \ ~
                                                          1. STRIP SITE OF ALL VEGETATION.                                \    ~
                                                          2. FILL WITH CLEAN SAND TO A LEVEL OF 100mm ABOVE                \   OJ>


                                                          STANDING WATER.
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                                                                                                                               t                                                                                                                                                                                                                                                                       4, 5
                                                          3. LAY GEOTEXTIlE FABRIC ’BIOIM A24’ UNOER A 10m WIOE
                                                          ’TENSAR TX16’ GRID AND FILL WITH 150mm OF CRUSHER
                                                                                                                               ~
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                                                          DUST OR 5-1mm GRAVEL SCREENINGS.
                                                          4. FILL WITH CLEAN SAND TO A LEVEL OF 200mm BELOW
                                                          FINISHED ACCESS ROADWAY LEVEL.
                                                          5. COMPACT WITH A FLAT DRUM ROLLER.
                                                          6. LAY ADDITIONAL LAYER OF GEOTEXTlLE FABRIC ’BIDlM
                                                          A24’ UNDER THE SECOND 10m WIDE LAYER OF ’TENSAR TX16’                                                                                                                                                                                                                                                                              _-5
                                                          GRID AND FILL WITH 200mm ROAD BASE COMPACTED WITH A
                                                          FLA T DRUM ROLLER.


   SUGGESTED PROCEEDURE FOR FILLING AREA
   UNDER BEACH SHACKS AND PATHS :
     t STRIP GRASS, TREES AND ORGANIC MATTER FROM THE
                                                                                                 -


                                                                                                 --_ ~=" ./
                                                                                                              I
                                                                                                                II

                                                                                                                                                                                                                                                                                                                                                                                                       5, 5
     SURFACE.
     2. PROOF ROLL WITH A FLAT DRUM ROLLER.
     3. FILL TO BULK EARTHWORKS PAD LEVELS AS SHOWN ON
     THE PLAN IN 300mm MAXIMUM LAYERS.
       4. COMPACT WITH A FLAT DRUM ROLLER TO 98% RELATIVE                                                                                                                                                                                                                                                                                                                               ---6
       DENSITY EACH LAYER.
       5. ALL STORMWATER AND SEWERAGE PIPES TO BE LOCATED
       ON EASTERN SIDE OF BEACH SHACK SLABS AND TIED TO
       CONCRETE AT 900 CRS. ALL PIPES TO HAVE FLEXIBLE JOINTS
       ADJACENT TO SUSPENDED BEACH SHACK SLABS.                                             5
                                                                                   ~
                           ’"       DENOTES BULK                                   ’\!I"                                                                                                                                                                                                                                                                                                               6, 5
                       o ...
                                    EARTHWORKS LEVEL.                                      6"-

              ’\.... 6.0.....,,__ DENOTES BULK
                                    EARTHWORKS CONTOUR.
                                                                                                                                                                                                                                                                                                                                                                                                   7
         10                5                                                   10m
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                                           SCALE            1:250                                                                                                                                                                                                                                                                                                                            -7,5




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                         0                     DENOTES EXISTING
                                               TREES TO REMAIN.                                                                                                                                                       ~


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                           PROJECT                                                                                                               DRAWING TITLE                                                                             ASSOCIATED CONSULTANT
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                                          PROPOSED ACCOMODATION AND                                                                                   BULK EARTHWORKS                                                                                                                                                                                                  UJL 371ZIIIS336
                                                                                                                                                                                                                                                                                                                                                                  20 Mary Street, NoosQville
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_-                                        COMMERCIAL DEVELOPMENT                                                                                      PLAN SHEET 1                                                                                                                              TODCONSULTING                                              Phone (07) 5449 9600 Fax (07) 5449 9494
                                                                                                                                                                                                                                                                                                                                                              EMail:      e:[email protected]
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                                          ’ESSENCE OF PEREGIAN’                                                                 --l:x-                STAGE 1 AND 2           H
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                                                                                                                                                                                   12.4.12   REVISED AS CLOUDED
                                                                                                                                                                                   21.11.11 REVISED TO SUIT COUNCIL RFI
                                                                                                                                                                                                                                                                                                      ENGINEERS
                                                                                                                                                                                                                                                                                                                                                                   Web:     W’w’tll.todconsulting.com


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                                                                                                                                                                                   24.08.11 CONSTRUCTION STAGING ISSUE
                                                                                                                                                                                   30.11.10 OPERATIONAL WORKS ISSUE                                           A.C.N. 010 920 44B
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_III"""’"                                 SCANLON PROPERTY GROUP                                                          of pereglan beach                                   A    28.05.10 PRELIMINARY ISSUE                                                                                         O. REYNOLDS   RPEQ 9012       ,ill-       Job ND.

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