PART Response to Information Request · OPW11/0335

          GALVANISED HANDRAIL TO
          ARCHITECTS SPECIFICATIONS



                                                                                                                                                                                                                                      SUGGESTED PROCEEDURE FOR FILLING AREA
      6-FB T.M.
      CENTRAL                                                                                                                                                                                                        F -              WEST OF THE PROPOSED BEACH SHACKS :
      (450 LAPS)
                                                                                                                                                                                                                                      t STRIP SITE OF ALL VEGETATION.
                                                                                                                                                                                                                                      1. FILL WITH CLEAN SAND TO A LEVEL OF 100mm ABOVE
                                                                                   APPROVED                                                                                                                                           STANDING WATER.
                                                                                   TANKING AND                                                                                                                                        3. LAY GEOTEXTILE FABRIC '8101M A24' UNDER A 10m WIDE
                                                                                   FREE DRAINING                                                                                                                                      'TENSAR 1XI6' GRID AND FILL WITH 150mm OF CRUSHER
                                                                                   BACKfILL TO                                                                                                                                        DUST OR S-7mm GRAVEL SCREENINGS.
                                                                                   ARCH.                                                                                                                                              4. FILL WITH CLEAN SAND TO A LEVEL OF 200mm BELOW
                                                                                   SPECIFICATIONS                                                                                                                                     FINISHED ACCESS ROADWAY LEVEL.
                                                                                                                                                                                                                                      S. COMPACT WITH A FLAT DRUM REELER.
                                                                                                                                                                                                                                      6. LAY ADDITIONAL LAYER OF UEOILXIILE FABRIC *BIDIM
                                                                                   075 PVC                                                                                                                                            A24' UNDER THE SECOND 10m WIDE LAYER OF 'TENSAR TX16'
          CONCRETE                                                                 WEEP HOLES                                                                                                                                         GRID AND FILL WITH 200mm ROAD BASE COMPACTED WITH A
          GROUTED                                                                  AT 1000 CRS.                                                                                                                                       FLAT DRUM ROLLER.
          ROCKS                                                                    VERTICAL                                                                                         LOU a tOm CONTINUOUS
                                                                                   STAGGERED                                                                                        GABION WALL. 3.2mm THICK
                                                                                   WITH
                                                                                   GEOTEXTLE
                                                                                                                                                                                    A 065 WEAVE. FILL WITH
                                                                                   WRAP
                                                                                                                                                                                    0100 ROCKS.


                                                                                   100 DIA. AGRIC.                           3.Om WOE`( R
                                                                                   DRAIN IN 300 A                                                         AREA
                                                                                   300 GRAVEL
                                                                                   WRAP IN                                                                                                                                  SOD LAP
                                                                                                                                                                                                               WITH 50Omm
                                                                                   GEOTEXfILC




                                                                          FNST COURSE
                                                                                                                                    TURFEDRAIL
                      300               W = O.5'H'             300        OF ROCKS TO
                                                                          BE LAID IN
                                                                          WET(-ONCRETE
                                                                                                                                  LANDSCAPED BUFFER
             TYPICAL ROCK RETAINING WALL DETAIL


                SUGGESTED PROCEEDURE FOR FILLING AREA
                UNDER BEACH SHACKS AND PATHS
                I. 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 98% RELATIVE
                DENSITY EACH LAYER.
                S. 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.                                     \

                              S,      DENOTES EXISTING                   LAY TENSAR GRID WITH S'mm
                                      TREES TO REMAIN.

                                   DENOTES BULK
                                   EARTHWORKS LEVEL.

                      6.0          DEN6ES BULK
                                   EARTHWORKS (ONTOI;R.




e..a w
                                                                                                                                                                                                                                                                                                TOD CONSULTING PTY. LTD.
..,.w w
                            PROPOSED ACCOMODATION AND                                                      BULK EARTHWORKS                                                                                                                                                                                AA. n INS3%
                                                                                                                                                                                                                                                                                                      20 Mary Slred , Noasmdte


 ^ w~
::;
                            COMMERCIAL DEVELOPMENT                                                         PLAN SHEET 2                                                                                                                                         TOD                                P0.. Boo 61, Noo30Y4e OLD 4566
                                                                                                                                                                                                                                                                                                Phone (01) 5449 9600 Fm (07) 5449 9494
                                                                                                                                                                                                                                                                                                   LM°0:   enguiries07od.onsul4ng.Oam
                                                                                                                                                                                                                                                                                                     Web     w. IadsonsuUmgsom
o;.q is                     'ESSENCE OF PEREGIAN'                                                          STAGE 2                                                                                                                                                         ENGINEERS                                      mar.
                                                                                                                                                                                                                                                                                               PRYSTUPA °o`" A. VENESS           MAY 2010
                            DAVID LOW WAY                                                                                               E   24.08.11   CONSTRUCIION STAGING ISSUE
                                                                                                                                                                                                                                                                                                          M atl H. GRAY            4250
                            PEREGIAN BEACH for                                                   essence                                D
                                                                                                                                        C
                                                                                                                                            30.11.10
                                                                                                                                            6.07.10
                                                                                                                                                       OPERATIONAL WORKS ISSUE
                                                                                                                                                       FILLING PROCEEDURE AMENDED
                                                                                                                                                                                                                                                                                              B. GEORGE
                                                                                                                                                                                                                                                                                                                                   AHD

                            SCANLON PROPERTY GROUP
                                                                                                                                        B
                                                                                                                                        A
                                                                                                                                            10.06.10
                                                                                                                                            28.05.10
                                                                                                                                                       OPERATIONAL WORKS ISSUE
                                                                                                                                                       PRELIMINARY ISSUE                                                                                                                                  Donning   An
                                                                                                                                      N.m    ai.          m..a, e..w                                                                                                                          10525                 C5               T_