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

                                                                                                                                                                                                        ST AGE 2 EARTHWORKS




                                                                                                                                                                                                                                                                                                                                                                                                  ----___"
                                                                                                                                                                                                                                                                                                                                                                                ---------
                                                  BIO RETENSION BASIN. REFER TO
                                                  STORMWATER MANAGEMENT
                                                                                                                                                                                                                                                                                                                            ORIGINAL
                                                                                                                                                                                                                                                                                                                                       _~~~~10~~~-----’---
                                                  CONSULTANTS DETAILS.
                                                                                                                                                                              BUILDING PAD RL 4.05
                                                                                                                                                                                                                                    RL 4.40                                   ----------------------------------
                                                                                                                    BUILDING PAD RL 3.30
                                         104 MAX. BAHER
                                                                                                                                                                                                                                                                                                                                                                                      ROCK RETAINING WALL. REFER
                                                                                                                                                                                                                                                                                                                                                                                      DETAIL DETAIL ON SHEET C5.
                                              ORIGINAL GROUND SURFACE


                                     DATUM 0.00




                                                                                                                                                                                                                                                                                                                                                                                   LAY ADDITIONAL LAYER OF
                                                                                                                                                                                                                SECTION                       EOOj                                                                                                                                 GEOTEXTILE FABRIC ’BIDlM A24’
                                                                                                                                                                                                                                                                                                                                                                                   UNDER THE SECOND 10m WIDE
                                                                                                                                                                                                                                                                                                                                          LAY GEOTEXTILE FABRIC ’BIDlM             LAYER OF ’TENSAR TX16’ GRID
                                                                                                                                                                                                                                                                                                                                          A24’ UNDER A 10m WIDE                    AND FILL WITH 200mm ROAD
                                                                                                                                                                                                  10      8     6     4        2                                          10m
                                                                                                                                                                                                                                                                          ,                                                               ’TENSAR TX16’ GRID AND FILL              BASE TYPE 2,4 UNBOUND
                                                                                                                                                                                                  I.....              .....
                                                                                                                                                                                                                                                                                                                                           WITH 150mm OF CRUSHER DUST              PAVEMENT, COMPACTED WITH A
                                                          SUGGESTED PROCEEDURE FOR FILLING AREA                       SUGGESTED PROCEEDURE FOR FILLING AREA                                                                              SCALE     1:200
                                                                                                                                                                                                                                                                                                                                           OR 5-7mm GRAVEL SCREENINGS.             FLAT DRUM ROLLER.

                                                          WEST OF THE PROPOSED BEACH SHACKS:                          UNDER BEACH SHACKS AND PATHS:
                                                                                                                                                                                                                                                                                                                                                                        10.0m

                                                          1. STRIP SITE OF ALL VEGETA TlON.                              t STRIP GRASS. TREES AND ORGANIC MATTER FROM THE

                                                          2. FILL WITH CLEAN SAND TO A LEVEL OF 100mm ABOVE              SURFACE.
                                                          STANDING WATER.                                                2. PROOF ROLL WITH A FLAT DRUM ROLLER.

                                                          3. LAY GEOTEXTILE FABRIC ’BIDIM A24’ UNDER A 10m WIDE          3. FILL TO BULK EARTHWORKS PAD LEVELS AS SHOWN ON
                                                          ’TENSAR TX16’ GRID AND FILL WITH lS0mm OF CRUSHER              THE PLAN IN 300mm MAXIMUM LAYERS.
                                                           DUST OR S-7mm GRAVEL SCREENINGS.                              4. COMPACT WITH A FLAT DRUM ROLLER TO 98% RELATIVE
                                                           4. FILL WITH CLEAN SAND TO A LEVEL OF 200mm BELOW             DENSITY EACH LAYER.                                                                                                                                                STANDING .W~T~ L~Eh.
                                                                                                                                                                                                                                                                                                                   .




                                                           FINISHED ACCESS ROADWAY LEVEL.                                5. ALL STORMWATER AND SEWERAGE PIPES TO BE LOCATED
                                                           5. COMPACT WITH A FLAT DRUM ROLLER.                           ON EASTERN SIDE OF BEACH SHACK SLABS AND TIED TO
                                                                                                                                                                                                                                                                                            NATURAL SURFACE.
                                                           6. LAY ADDITIONAL LAYER OF GEOTEXTILE FABRIC ’BIDlM           CONCRETE AT 900 CRS. ALL PIPES TO HAVE FLEXIBLE JOINTS                                                                                                                                                            FILL WITH CLEAN SAND TO A LEVEL OF
                                                            A24’ UNDER THE SECOND 10m WIDE LAYER OF ’TENSAR TX16’        ADJACENT TO SUSPENDED BEACH SHACK SLABS.                                                                                                                                                                          100mm ABOVE STANDING WATER
                                                            GRID AND FILL WITH 200mm ROAD BASE COMPACTED WITH A
                                                            FLAT DRUM ROLLER.
                                                                                                                                                                                                                                                                                                                                       FILLING DETAIL FOR AREA WEST OF
                                                                                                                                                                                                                                                                                                                                         THE PROPOSED BEACH SHACKS


                                                                                                           STAGE 2           ARTHWORKS                                                                                                                                                                                                 ST AGE 1 EARTHWORKS
                           ~

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                                                                                                                                                                                                                                                                                                                                                                                                                                       _---
                                     .."""’"’..".’".10
                                     STORMWATER MANAGEMENT
                                                                                                                                                                                                                                                                                                                                                                                   ORIGINA~~.’:_~~~--..---.---.--.....
                                                                                                                                                                                                                                                                                                                                                                                                               RL
                                                                                                                                                                                                                                                                                                                                          .R~_~                   _.___----                                                  6~ ~
                                     CONSULTANTS DETAILS.

                                                                                                    BUILDING PAD
                                                                                                                                                  BUILDING PAD RL
                                                                                                                                                                    ~
                                                                                                                                                                                              1        BUILDING PAD
                                                                                                                                                                                                                      RL~                                                 -
                                                                                                                                                                                                                                                                                 -
                                                                                                                                                                                                                                                                                     ----
                                                                                                                                                                                                                                                                                                                       ..
                                                                                                                                                                                                                                                                                                                                                                                                                                       ::::;



                                                                                                                   RL~                                                                        ---------
                                                                                                                                                                                                               -
                                                                                                                                                                                                                       -   -
                                                                                                                                                                                                                                   ---
                                                                                                                                                                                                                                              .-   .
                                                                                                                                                                                                                                                           ..
                                                                                                                                                                                                                                                                -------

                                                                                                                                                                                                                                                                                                                                                                                                                                       tij
                             1:4 MAX. BAHER
                                                                                                                                                                                          -

                                                                                                                                                                        --   ---
                                                                                                                                                               -
                                                                                                                                                                    -


                                                                                                                               -
                                                                                                                                                                                                                                                                                                                                                                                                                                        ~
                                          ....-                                                                                      ORIGl AL GROU D SURFACE

                                                               -(--=_._----------_..__...._-
                            DATUM 0.00



                                                                                                                                                                                                                                                           B    B
                                                                                                                                                                                                                      SECTION                      e*9     5    6


                                                                                                                                                                                                   10      8     6     4       2                                           10m
                                                                                                                                                                                                                                                                           ,
                                                                                                                                                                                                   I.....              .....
                                                                                                                                                                                                                                           SCALE    1:200


                          PROJECT                                                                                                          DRAWING TITLE                                                                                                                                                   ASSOCIATED CONSULTANT
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                                    PROPOSED ACCOMODATION AND                                                                                   BULK EARTHWORKS                                                                                                                                                                                                                                                                            20         Mar)’ Street, Noosoville
                                                                                                                                                                                                                                                                                                                                                                                                                                       P.O. Box &1, NoosavlUe alD 4566
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  -                                                                                                                                                                                                                                                                                                                                                                             TODCONSULTlNG                                      Phone 107) 5449 9600 Fax 107) 5449 9494
--                                  COMMERCIAL DEVELOPMENT                                                                                      DETAILS                                                                                                                                                                                                                                                                               EHail: [email protected]
=’7;:’:~                                                                                                                                                                                                                                                                                                                                                                                                                                   Web:            www.todconsulting.cDm
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                                    ’ESSENCE OF PEREGIAN’
                                    DAVID LOW WAY
                                                                                                                 ~..                            STAGE 2
                                                                                                                                                                                                                           F
                                                                                                                                                                                                                           E
                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                   12.4.12     REVISED AS CLOUDED
                                                                                                                                                                                                                                   24.08.11 CONSTRUCTION STAGING ISSUE
                                                                                                                                                                                                                                   30.11.10 OPERATIONAL WORKS ISSUE
                                                                                                                                                                                                                                                                                                                                   .
                                                                                                                                                                                                                                                                                                                                        920448
                                                                                                                                                                                                                                                                                                                       27 AMBERa.l.E PlACE CHA HII.L
                                                                                                                                                                                                                                                                                                                                                                                    ENGINEERS

                                                                                                                                                                                                                                                                                                                                                                                   STRUCTURAL          CIVIL
                                                                                                                                                                                                                                                                                                                                                                                                                      D..,ll’5. PRYSTUPA
                                                                                                                                                                                                                                                                                                                                                                                                                      Chetlttd
                                                                                                                                                                                                                                                                                                                                                                                                                                 B. GEORGE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                               A. VENESS


                                                                                                                                                                                                                                                                                                                                                                                                                                                                H. GRAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Dot.



                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Stell.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MAY 2010

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1:200
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                                    PEREGIAN BEACH for                                                 essence                                                                                                             C       6.07.10  FILLING PROCEEDURE AMENDED                                                       FAX 107l3378 9173
                                                                                                                                                                                                                                                                                                                                                                                                                      Shut Ho.
                                                                                                                                                                                                                                                                                                                                                                                                                                  6 of 8
                                                                                                                                                                                                                                                                                                                                                                                                                                                      ApproYf:d
                                                                                                                                                                                                                                                                                                                                                                                                                                                            D. REYNOLDS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DatUII
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       AHD
         ..... -,                                                                                                                                                                                                          B       10.06.10 OPERATIONAL WORKS ISSUE                                                         PHONE (u7l :l7& 11126                                   Approved
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                                    SCANLON PROPERTY GROUP                                               of pereglon beach                                                                                                 A       28.05.10 PRELIMINARY ISSUE                                                                                                                       D. REYNOLDS   RPEQ 9072      A-   Job Ho.

                                                                                                                                                                                                                                                                                                                                                                                                                                 10525
                                                                                                                                                                                                                                                                                                                                                                                                                                                      Dra..,lng No.
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