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engineering plans natasha

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Plans and drawings

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J:\2021\21617ID1_24 Katarina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\21617_CIVIL.dwg                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             06.12.2021




                                                                                                                          COPYRIGHT ©
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          er




                                                                                                                                                                   NOTES: -




  revision description.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       wat r
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    er                                                     te
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 wat r                                                  me
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     te                                                                                                                      2            262
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  me




                                                                   This drawing is subject to
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PP5




                                                                   copyright in accordance with
                                                                   the agreement between TOD

                                                                   client. This drawing shall only


  This drawing shall not be used
                                                                   Consulting Pty Ltd (tc) and tc's




  'Issued For Construction' in the
  for construction until marked as
                                                                   be used for this specific project.




Rev
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Fire rant




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Hyd




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              wa




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         rive




NOT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ive
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Dr




    Date
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              way




       FOR
                                                                                                                                                                   1) EARTHWORKS SHOWN IN PLAN FROM NS TO FS
                                                                                                                                                                   2) TEMPORARY EXCAVATION WORKS NOT ALLOWED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SLL 40.99




                                                                                                                                                                                                                                                  FILL VOLUME = 230m3




         Revision Description
                                                                                                                                                                                                                                    EARTHWORKS: - CUT VOLUME = 2500m3




                                                                                                                                                                   2) CALCULATED EW INCLUDES EXTRA 300mm CUT OVER ENTIRE SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Sewer
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SLL 40.00MH




                                                                                                                                                                                                                                                                                                                                                                                                        Driv
                                                                                                                                                                                                                                                                                                                                                                                                             e




                                                                                          ADVANCE COPY
                                                                                                                                                                                                                                                                                                                                                                                                                          way




 FOR INFORMATION ONLY
              CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S/water
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          MH
                                                                                                                                                                                                                                                                                                                                                         8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TRANSITION COMPLIANT FRONTAGE TO EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                      185                                                                                                                                                                                                                                                                                                                                                               ST
                                                                                                                                                                                                                                                                                                                                            PP5




Drawn
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              7                                                                                                                      kerb & channel
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .0                                                                                                                                                                                                                                                                                                             concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .  78                                                                                                                                                                                 concrete path
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             39                                                     pa                                                             th
                                                                                                                                                                                                                                                                                                                                                 SLL 38.11                                                                                                                                                                                                                                                                                             00                                                                                                  concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .95.5                                                                                                                                                                                                                                                                       2064
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 393
                                                                                                                                                                                                                                                                                                                                                       Sewer                                                                                                                                                                                                                                                                                                                                                                                                 7




                                                                                                                                                                                    Driv
                                                                                                                                                                                                                                                                                                                                                                                                     COMPLIANT FRONTAGE
                                                                                                                                                                                                                                                                                                                                                       MH                                                                                                                                                                                                                                           1   9                                                                                                                                      2068 .7868 2062065 6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                39.                                                       3                                             er                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             207206




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                                                                                                                                                                         COMPLIANT FRONTAGE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9                                                                                                To 39.9
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          39




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                                                                                                                                                                                                                                                                                                                                                                                                         .3




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                                                                                                                                                                                                                                                                                                                                                                                                       37




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