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20160557 - OPS Works Plans · OPW17/0036

Attached to the e-mail FW OPW170036 - FW Operational Works Application - 36 Arakoon Cres Sunshine Beach .msg.

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Plans and drawings: the text below has words only, no drawings.

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Original PDF page 6, section 1. The text section number identifies this passage in the reader.

                                       1                                                                  2                                  3                       4                                              5                                                          6                                      7                            8                                9                                    10                   11                                             12




           A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                A
                                                                                                                                                                                                                                                                                                                                                                                                                   N20 @ 300 CRS.




                                                                                                                                                                                                         BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     garage




                                                                                                                                                                                                                                                                                                                                                                        200 SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         29800

                                                                                                                                                                                                                                                         NEW DRIVEWAY
                                                                                                                                                                                                                                                         COLOURED
           B                                                                                                                                                                                                                                             CONCRETE                                                                                                                                                                                                                                           B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                SELECTED BACKFILL
                                                                                                                                                                                                                                                                                                                                              VERTICAL REINFORCEMENT
                                                                                                                                                                                                                                                                                                                                              N16 AT 300 CRS.
                                                                                                                                                         GARAGE                                                                                          SELECTED BACKFILL
                                                                                                                                                             SUSPENDED
                                                                                                                                                             CONCRETE SLAB
                                                                                                                                                                                                                                                                                                                 garage                       200 THICK
                                                                                                                                                                                                                                                                                                                                              OFF FORM CONCRETE
                                                                                                                                                                                                                                                                                                                 29800
                                                                                                                                                                                                                                                                                                                                                                                                                                200                                                                         C
           C




                                                                                                                                                 POOL                             200                                                        1                                     EXISTING GROUND
                                                                                                                                                                                                                                       9826-012                                    LEVEL
                                                                                                                                                 TERRACE
                                                                                                                                                 UNDERCROFT                                                                                                                        INJECTED GROUND
                                                                                                                                                                                                                                                                                                                                              HORIZONTAL REINFORCEMENT
                                                                                                                                                                                                                                                                                   STABILISATION                                                                                                                                                                CERTIFIED INJECTED
                                                                                                                                                                                  250                                                                                                                                                         N16 AT 400 CRS.
                                                                                                                                                                                                                                                                                               main floor                                                                                                                                                       GROUND STABILISATION
           D                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                D
                                                                                   EXIST.                                                                                                                                                                                                                        25500
                                                                                   POOL                                                                                                                                                                  BOUNDARY




           E
                                                                      SECTION                                                          3                                                                                                                                                                                                      250 THICK
                                                                                                                                                                                                                                                                                                                                              OFF FORM CONCRETE                                                                                                 TANKING TO BACK                             E

                                                                      SCALE 1 : 100 9826-006                                                                                                                                                                                                                                                                                                                                                                    FACE OF WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                      LAP 600




                                                                                                                                                                                                                                                                                                                                                                                                     1500
                                                                                                                                                                                                                                                                                                                                                                                                                                      N20 AT 300 CRS.
           F                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                F
                                                                                                                                                                                                                                                                                                                            FLOOR SLAB REINFORCEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 main floor
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         25500




                                                                                                                                                                                                                                                                                                                                                                                                                                        300
                                                                                                                                                                                                                                                                                                                                                                                                                     55 cover
                                                                                                                                                                                                                                                                                                                                                                                            1500
           G                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                G
                                                                                                                                                                                                                        NOTE:                                                                                                                                                                                                           AG. DRAIN
                                                                                                                                                                                                                        INJECTED GROUND STABILISATION
                                                                                                                                                                                                                        TO BE CARRIED OUT BY CERTIOFIED
                                                                                                                                                                                                                                                                                                                     DETAIL                               1                        N16 AT 300 CRS.

                                                                                                                                                                                                                        SPECIALIST CONTRACTOR                                                                        SCALE 1 : 25                9826-012
                                                        This information shall be copyright except for                                                                     Rev.   Revision Description                   By.   App.   Date       Rev.   Revision Description                 By.   App.   Date                                                 Client                                   Title
                                                        the sole purpose of assisting the organisation                                                                                                                                                                                                                R L CULLEN & ASSOCIATES                                                                                                                   PRELIMINARY ISSUE
                                                        named in this document in performing tasks                 Architect:                                                                                                                                                                                                                                                                                   SECTIONS                                           NOT FOR CONSTRUCTION
                                                        associated with the nominated project.
                                                        This drawing and associated or derived                     TIM DITCHFIELD ARCHITECTS                                                                                                                                                                          Consulting Engineers                     P & V TAYLOR                                                                        Date                 Design               Checked

                                                        information shall not be used for other                                                                                                                                                                                                                                                                                                                                                            11.16       RC                    RC
           H                                            purposes or transferred to others without                  PO Box 603                                                                                                                                                                                                                                                                                                                      Scale                Drawn                Approved       H
                     THIRD ANGLE PROJECTION             written permission of 'R.L.Cullen & Associates'
                DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS
                                                                                                                   NOOSA HEADS QLD. 4567                                                                                                                                                                                      P.O. Box 1887                                                              Project
                                                                                                                                                                                                                                                                                                                                                                                                                                                      As indicated     JG                    RC
               REFER COVER SHEET FOR NOTES UNLESS NOTED OTHERWISE                                                  Ph: 07 5455 4808                                                                                                                                                                                           Toowong QLD 4066                                                              RENOVATIONS, 36 ARAKOON                Job Number           Drawing Number       Issue
                                                                                                                                                                                                                                                                                                                              Australia
                                                                                                                   E: [email protected]                                                                                                                                                                                        Mobile 0421 158 233                                                             CRES, SUNSHINE BEACH                                                                      B
                                                                                                                                                                                                                                                                                                                              Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                           9826         9826-012
                                                                                                                                                                           B CONCEPT ISSUED FOR REVIEW                   JG RC 21.11.16
                                    1                                                                     2                                  3                       4                                              5                                                          6                                      7                            8                                9                                    10                   11                                             12
 A3    0        5       10        15          20   25         30          35           40           45        50   55   60   65   70   75 Drawn By: Author
Size                                                                                                                                                              Plot Date:                                        Model File:
                                                                                                                                                                   21/11/2016 2:30:12 PM                            Z:\PJ CONCEPTS & DESIGNS\REG CULLEN\PERRY TAYLOR\36 Arakoon Cr.rvt

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