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MCU16/0079 Appendix E - Traffic Impact Assessment

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THE OWNERSHIP OF THE COPYRIGHT OF ALL DRAWINGS
AND DOCUMENTS AND OF THE WORK EXECUTED FROM
THEM IS VESTED IN RUBICON DESIGN & CONSTRUCT Pty. Ltd.



notes
DO NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
VERIFY ALL DIMENSION ON SITE


  ARCHITECTURAL DRAWINGS NUMBERING SYSTEM
  PREFIX CONTENT
  0.--        SITE, STAGING & RELATED DRAWINGS
  1.--        DEMOLITION DRAWINGS
  2.--        FLOOR, REFLECTED CEILING & ROOF PLANS
  3.--        SECTIONS
  4.--        ELEVATIONS
  5.--        CONSTRUCTION DETAILS
  6.--        JOINERY DETAILS




 KEY PLAN
no.         amendment                             date     init.




                                                           architects
  architecture &     interior design


  A.B.N. 29 700 673 003

  P    07 3832 4433  F 07 3832 4848
  E    [email protected]

  Suite 4 Portman Place, 220 Boundary Street,
  SPRING HILL, QLD 4000



      drawn               date           designed


      W.B.P. reference




                                                DESIGN
                                                CONSTRUCT


 Rubicon Design & Construct Pty. Ltd.
                    A.C.N. 050 400 210
 1110 Kingsford Smith Drive, Eagle Farm, QLD, 4009
    Phone:(07) 3267 2400 Fax:(07) 3267 2440
 40 Bell Street, PO Box 2020, Fitzroy, VIC, 3065
              Phone:(03) 8682 9160




                                                                                 DRAWN SCALE
      principal




                                                                        100mm
      project




      location




                                                                        50
      drwg. title




                                                                        40
                                                                        30
 scale          drwg. no.                                amend.




                                                                        20
         @A1




                                                                        0 5 10

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