PART Response to Information Request · OPW11/0335

                                     SUGGESTED PROCEEDURE FOR FILLING AREA,.
                                     WEST OF THE PROPOSED BEACH SHACKS
                                      1. STRIP SITE OF ALL VEGETATION.
                                      2. FILL WITH CLEAN SAND TO A LEVEL OF 100mm ABOVE
                                      STANDING WATER.
                                      3. LAY GEOTEXTILE FABRIC 'BIDIM A24' UNDER A 10m WIDE
                                      'TENSAR TX16' GRID AND FILL WITH 1SOmm OF CRUSHER
                                      DUST OR S-1mm GRAVEL SCREENINGS.
                                      4. FILL WITH CLEAN SAND TO A LEVEL OF 200mm BELOW
                                      FINISHED ACCESS ROADWAY LEVEL.
                                      S. COMPACT WITH A FLAT DRUM ROLLER.
                                      6. LAY ADDITIONAL LAYER OF GEOTEXTILE FABRIC 'BIDIM      .-
                                      A24'HNUNDER TE    TOm SECODIDEYER
                                                                  W LA 'NAX16   OFTESR T'
                                      GRID AND FILL WITH 200mm ROAD BASE COMPACTED WITH A
                                      FLAT DRUM ROLLER.

      SUGGESTED PROCEEDURE FOR FILLING AREA
      UNDER BEACH SHACKS AND PATHS :
       1. STRIP GRASS. TREES AND ORGANIC MATTER FROM THE
       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 9R% RELATIVE
       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.


                     .  DENOTES BULK
                 o ` EARTHWORKS LEVEL,

                6.01 DENOTES BULK
                        ZARTHWORKS CONTOUR




                                 DENOTES EXISTING
                                 TREES TO REMAIN.




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                          PROPOSED ACCOMODATION AND
                          COMMERCIAL DEVELOPMENT
                                                                                                        BULK EARTHWORKS
                                                                                                        PLAN SHEET 1
                                                                                                                          F -T                                        B   AU N S A I LI



                                                                                                                                                                                          TOD                          Phone
                                                                                                                                                                                                                          LINDA.
                                                                                                                                                                                                                              Web
                                                                                                                                                                                                                                    AU M N NS IY
                                                                                                                                                                                                                                20 Mary Street. Noos0ville
                                                                                                                                                                                                                                  Box 61. Noosa+llle OLD 4566
                                                                                                                                                                                                                           P. 0.1771 5449 9600 Fax 1011 5449 9494
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                          'ESSENCE OF PEREGIAN'                                                         STAGE 1 AND 2     G   2ElLll     REVISED ID SUIT COUNOL RE,
                                                                                                                                                                                                ENGINEERS                                           Del.
                                                                                                                          F   24.08.11   CONSTRUCTION STAGING ISSUE                                         axl%. PRYSIUPA °arn A. VENESS                  MAY 2010
                          DAVID LOW WAY                                                                                   E   30.11.10   OPERATIONAL WORKS ISSUE

                          PEREGIAN BEACH for                                                  essence                     D
                                                                                                                          C
                                                                                                                          B
                                                                                                                              6.01.10
                                                                                                                              15.06.10
                                                                                                                              10.06.10
                                                                                                                                         FILLING PROCEEDURE AMENDED
                                                                                                                                         ASPHAIT OVERLAY ADDED
                                                                                                                                         OPERATIONAL WORKS ISSUE
                                                                                                                                                                                                                  B. GEORGE
                                                                                                                                                                                                            Skel N..
                                                                                                                                                                                                                       4e B
                                                                                                                                                                                                                                    Ab H. GRAY
                                                                                                                                                                                                                                 AAP...d            00-
                                                                                                                                                                                                            1.0                  h.. q W
                          SCANLON PROPERTY GROUP                                                                          A
                                                                                                                          W
                                                                                                                              2B.0S.00
                                                                                                                               dl.
                                                                                                                                         PRELIMINARY ISSUE
                                                                                                                                            h..hg Thee
                                                                                                                                                                                                                  10525                    C4