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BR190571 - Civil Set

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                                                                                                                                                                                            GTP3783
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED CONCRETE FOOTPATH - REFER CIVIL DETAILS SHEET C6.01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FOR DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED 100mm TOP SOIL AND TURF
                                                                                                                                                                                                                                                                                                                                                                                1.15m

                                                                                                                                                                                                                                                                                                                                                                                          1.46m                                                                                                                                                                   PROPOSED CROSSOVER - REFER TO NOOSA COUNCIL STD DWG RS-051

                                                                                                                                                                                                                                                                                                                                                                                                                            N6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       P12.50     PROPOSED PAVEMENT LEVEL
                                                                                                                                                                                                                                                                                                                                                                        N13
                                                                                                                                                                                                                                                                                                                                                                                                                       42                                                                                                                              S12.50     PROPOSED SURFACE LEVEL
                                                                                                                                                                                                                                                                                                                                                                                              .6                  .3
              26                                                                                                                                                                                                                                                                                                                                                                         EX
                                                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                                                                                           EX
                                                                                                                                                                                                                                                                                                                                                                                                              1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EX12.50     EXISTING SURFACE LEVEL
            RP72829




                                                                                                                                                                                                                                                                                                                                                                      EX
                                                                                                                                                                                                                                                                                                                                                                           1.
                                                                                                                                                                                                                                                                                                                                                                                                                            N12                                                                                                                         61.00     PROPOSED SURFACE CONTOUR (0.10m INTERVAL)




                                                                                                                                                                                                                                                                                                                                                                              61




                                                                                                                                                                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                                                                                                                      2.00m




                                                                                                                                                                                                                                                                                                                                                                                                               4
                                                                                                                                                                                                                                                                                                                                                                                                            .3
                                                                                                                                                                                                                                                                                                                                                                                                          P1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         N1       REFER NOTE 1 FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                                                  P1
                                                                                                                                                                                                                                                                                                                                                                                      .5




                                                                                                                                                                                                                                                                                                                                                                                                           EX
                                                                                                                                                                                                                                                                                                                                                                                         4  1




                                                                                                                                                                                                                                                                                                                                                                                                                1.
                                                                                                                                                                                                                                                                                                                                                                                                                   35
                                                                                                                                                                                                                                                                                                                                                                                 3




                                                                                                                                                                                                                                                                                                                                                                                                                      7
                                                                                                                                                                                                                                                                                                                                                                              61
                                                                                                                                                                                                                                                                                                                                                                          1.
                                                                                                                                                                                           PROPOSED                                                                                                                                                                    E X




                                                                                                                                                                                                                                                                                                                                                                                       7.00m
                                                                                                                                                                                                                                                                                                                                                                                                                            N7




                                                                                                                                                                                                                                                                                                                                                                                                   1.40
                                                                                                                                                                                                                                                                                                                                                                                                   1.50
                                                                                                                                                                                                                                                                                                                                                                                       1.60
                                                                                                                                                                                            BUILDING                                                                                                                                                                                                                                                                                                                                          EXISTING SERVICES LEGEND




                                                                                                                                                                                                                                                                                                                                                            70
                                                                                                                                                                                                                                                                                                                                                                                                    55




                                                                                                                                                                                                                                                                                                                                                         1.
                                                                                                                                                                                                                                                                                                                                                                                                  .8
                                                                                                                                                                                           FFL RL1.90m                                                                                                                       1.8
                                                                                                                                                                                                                                                                                                                                   0                                            P#



                                                                                                                                                                                                                                                                                                                                                                                              EX
                                                                                                                                                                                                                                                                                                                                                                                                1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DEVELOPMENT BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                                                                                                                                                                                              44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      61.00      EXISTING CONTOUR (0.25m INTERVAL)




                                                                                                                                                                                                                                                                                                                                                                                                             .
                                                                                                                                                                                                                                                                                                                                                                                         25
                                                                                                                                                                                                                                                                                                                                                      P1




                                                                                                                                                                                                                                                                                                                                                                              5




                                                                                                                                                                                                                                                                                                                                                                                                          P1
                                                                                                                                                                                                                                                                                                                                                                           6

                                                                                                                                                                                                                                                                                                                                                                                  .6
                                                                                                                                                                                                                                                                                                                                                                        .6
                                                                                                                                                                                                                                                                                                                                                         .8




                                                                                                                                                                                                                                                                                                                                                                                P1
                                                                                                                                                                                                                                                                                                                                                                       P1
                                                                                                                                                                                                                                                                                                                                                            34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                                           EX
                                                                                                                                                                                                                                                                                                                                                                                                     2                                      6
                                                                                                                                                                                                                                                                                                                                                                                                77                                       59
                                                                                                                                                                                                                                                                                                                                                                                              1.




                                                                                                                                                                                                                                                                                                                                                                                                             1.
                                                                                                                                                                                                                                                                                                                                                                              4
                                                                                                                                                                                                                                                                                                                                                                                                                                       1.




                                                                                                                                                                                                                                                                                                                                                                           73




                                                                                                                                                                                                                                                                                                                                                                                                               4
                                                                                                                                                                                                                                                                                                                                                                                         EX                                                                                                                                                                      EXISTING SEWER




                                                                                                                                                                                                                                                                                                                                                                                                                1
                                                                                                                                                                                                                                                                                                                                                                                                                       78
                                                                                                                                                                                                                                                                                                                                                                                                                                  EX




                                                                                                                                                                                                                                                                                                                                                                          .




                                                                                                                                                                                                                                                                                                                                                                                                              3
                                                                                                                                                                                                                                                                                                                                                                       P1




                                                                                                                                                                                                                                                                                                                                                                                                           .8
                                                                                                                                                                                                                                                                                                                                                                                                                                            N8




                                                                                                                                                                                                                                                                                                                                                                                                         P1
                                                                                    1.90
                                                                                    1.80




                                                                                                                                                                                                                                                                                                                                                                                      1.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING WATER




                                                                                                                                                                                                                                                                                                                                                               1.90
                                                                                                                                                                                                                                                                                                        2




                                                                                                                                                                                                                                                                            1.80
                                                                                                     1.




                                                                                                                                                                                                                                                                                                                                                  1.8
                                                                                                                                                                                                                                                                                                                                                                           1.90        00




                                                                                                                                                                                                                                                                                                                                                           2
                                                                                                       80




                                                                                                                                                                                                                                                                                                                                                           2
                                                                                                                                                                                                                                                                                                                                                                                  .9




                                                                                                                                                                                                                                                                                                                                                        .8
                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                               P1




                                                                                                                                                                                                                                                                                                                                                      P1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING ELECTRICAL - OVERHEAD




                                                                                                                                                                                                                                                                                                                                                                                                           P1
                                                                                                                                                                                                                                                                                                                                                                                                                                          6




                                                                                                                                                                                                                                                                                                                                                                                                             .8
                                                                                                                                                                                                                                                                                                                                                                                                                                       67




                                                                                                                                                                                                                                                                                                                                                                                                               41
                                                                                                                                                                                                                                                                                                                                                                                                                                    1 .                                                                                                                          EXISTING TELECOMMUNICATIONS
                       20                                                                                                                                                                                                                                                                                                                                                                                                         EX
                                                                                                                                                                                                                             RP131598




                                                                                                                                                                                                                                                                                                                                                                                       9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING FENCE




                                                                                                                                                                                                                                                                                                                                                                                                         P1
                                                                                                                                                                                                                                                                                                                                                                                     91
                                                                                                                                                                                                                                                                                                                                                                                                2.00m
                     RP72829




                                                                                                                                                                                                                                                                                                                                                                                                            .8
                                                                                                                                                                                                                                                                                                                                                                                  .
                                                                                                                                                                                                                                                                                                                                                                               P1
                                                                                                         RP72829




                                                                                                                                                                                                                                                                                                                                                                                                               84
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       X         EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
                                                                                                                                                                                                                                                                                                                              P#
                                                                                                                                                                                  P#                                    P#                                         P#                         P#

                                                                                                                                                                                                                                                                                                                                                                                   1.50m
                                                                                                                                                                                                                                                                                                                                                                                                                                           N20
                                                                                                                                                                                                                                                                                                                                                                                                                                           N9

                                                                                                                                                                                                                                                                                                                                                                                                                                            N19
                                                                                                                                                                                                                                                                                                                                                                                                                                            N6
                                                                                                                                                                                                                                                                                                                  1.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOTES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.    TRAFFIC MANAGEMENT PLAN TO BE SUBMITTED AND APPROVED BY THE




                                                                                                                                                                                                                                                                                                                                                                        EX
                                                                                                                                                                                                                                                                                                                                                                             1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SUPERINTENDENT, ACOR AND NOOSA CITY COUNCIL PRIOR TO COMMENCING WORK.




                                                                                                                                                                                                                                                                                                                                                                               85
                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.    NOOSA CITY COUNCIL STD/MODIFIED CROSSOVER. REFER (COUNCIL) STD DWG RS-051
                                                                                                                                                                                                                                                                                                                 1.80                                                                                                                                                                                                                               FOR DETAILS AND THICKNESS (UNO).




                                                                                                                                                                                                                                                                                                                                                                                       3


                                                                                                                                                                                                                                                                                                                                                                                                         P1
                                                                                                                                                                                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3.    PROPOSED WORKS TO MATCH NEATLY TO EXISTING.




                                                                                                                                                                                                                                                                                                                                                                                     .9




                                                                                                                                                                                                                                                                                                                                                                                                            .
                                                                                                                                                                                                                                                                                                                                                                                                           85
                                                                                                                                                                                                                                                                                                                                                                               P1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4.    LOCATION, SIZE AND DEPTH OF EXISTING SERVICE TO BE CONFIRMED PRIOR TO




                                                                                                                                                                                                                                                                                                                                                                                                                3
                                                                                                                                                                                                                                                                                                                                            1.8                                                                                                                                                                                                     COMMENCEMENT OF CONSTRUCTION WORKS.




                                                                                                                                                                                                                                                                                                                                                               1.90


                                                                                                                                                                                                                                                                                                                                                                           90
                                                                                                                                                                                                                                                               0
                                                                                    1.80




                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                         1.80                                                                                                                            1.8                                                                                                                                                                                                                                                                                  5.    PROVIDE 1.00m LONG TRANSITION OF PROPOSED FOOTPATH TO EXISTING FOOTPATH.




                                                                                                                                                                                                                                                                                                                                                                        1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED FOOTPATH TO MATCH EXISTING FOOTPATH WIDTH.




                                                                                                                                                                                                                                                                                                                                                            P1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6.    PROPOSED 2m WIDE FOOTPATH REFER TO NOOSA COUNCIL STD DRAWING RS-065 FOR




                                                                                                                                                                                                                                                                                                                                                                 .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DETAILS.




                                                                                                                                                                                                                                                                                                                                                                      06
                                                                                                                                                                       N13                                                                                                                         N19
                                                                                                                                                                                                                                                                                                   N6 N13                                                                                                                                                                                                                                     7.    PROPOSED SAWCUT ALIGNMENT. REFER DETAIL SHEET C6.01.
                                                                                                                                                                                                                                                                                                                                                  N12                                                                                                                                                                                         8.    PROPOSED RAMP AND TACTILES REFER TO NOOSA STD DWG SD:9006 AND ARCHITECTS
                                                                                                                                                                                                                                                                                                                                                                57




                                                                                                                                                                                                                                                                                                                                                                                         P1
                                                                                                                                                                                                                                                                                                                                                              .8                                                                                                                                                                                    DWG FOR DETAILS.




                                                                                                                                                                                                                                                                                                                                           P1
                                                                                                                                                                                                                                                                                                                                                             1




                                                                                                                                                                                                                                                                                                                                                                                            .7
                                                                                                                                                                                                                                                                                                                                                           EX




                                                                                                                                                                                                                                                                                                                                             .7
                                                                                                                                                                                       2




                                                                                                                                                                                                                                                                                                                                                                                               6
                                                                                                     4                                                                                                                         6                                                               1                                                                                                                                                                                                                                              9.    PROPOSED 100mm TOPSOIL AND TURF TO REPLACE EXISTING CROSS OVERS. REFER TO
                                                                                                                                                                                                                                   EX


                                                                                                                                                                                  5




                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                37
                                                                                                   68                                                                                                                        69                                                              72




                                                                                                                                                                                                                                                                                                                  EX
                                                                                                                1.70                                                           .7




                                                                                                                                                                                                                                                                                                                                   67
                                                                             P1




                                                                                                                             P1




                                                                                                                                                                                                                                                                         P1
                                                                                                                                                                                                                                                         82
                                                                                                 .                                                                                                                         .                                                               1.
                                                                                                                                                                                                                                    1.



                                                                                               X1                                                                           X1                                            1                                                                                                                                                                                                                                                                                                                         LANDSCAPE ARCHITECTS DETAILS.




                                                                                                                                                                                                                                                                                                                   1.



                                                                                                                                                                                                                                                                                                                              .6
                                                                               .5




                                                                                                                               .6




                                                                                                                                                                                                                                        85




                                                                                                                                                                                                                                                                           .6
                                                                                                                                                                                                                                                    .6
                                                                                                                                                                                                                        EX                                                            EX
                                                   EX




                                                                                                                                                                                                                                                                                                                     61


                                                                                                                                                                                                                                                                                                                             P1
                                                                                                                                                                        E
                                                                               18




                                                                                                                                    42




                                                                                                                                                                                                                                                                            60
                                                                                           E                                                                                                                                                      P1
                                                                                                                                                                                                                                         5


                                                                                                               1.60                                                                                                                                                                                                                                                                                                                                                                                                                           10.   PROPOSED BARRIER KERB AND CHANNEL TO REPLACE EXISTING CROSS OVERS. ENSURE




                                                                                                                                                                                                                                                                                                                         8
                                                     -0




                                                                                                                                                                                                          2.00m
                                                         .3




                                                                                                                                                                                                                                                                                            0
                                                                                                                        P1




                                                                                                                                                                                                                                                                   6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    JOIN NEATLY INTO EXISTING KERB AND PAVEMENT.




                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                           63
                                                           02




                                                                                                                                                              22




                                                                                                                                                                                                                                                                                       .6
                                                                                                                          .5



                                                                                                                                          EX
                                                                                           31




                                                                                                                                                                                                                                                            .                                                                                                                                                                                                                                                                                 11.   EXISTING SIGN TO BE RELOCATED REFER TO SHEET C5.02 FOR DETAILS.
                                                                                                                                                             .7




                                                                                                                                                                                                                                                                                      P1
                                                                                                                                                                                                                                                         P1




                                                                                                                                                                                                                                                                                                                                                    4
                                                                                                                             8
                                                                                         17




                                                                                                                                                                                                                                                                                                                                                 68
                                                                                                                              6




                                                                                                                                                           P1




                                             N6
                                                                                        .4




                                                                                                                                           1.




                                                                                                                                                                                                                                                                        5.71m
                                                                                      .5




                                                                                                                                                                                                     1.64m




                                                                                                            9.30m                                                                                                                                                                                                                                                                                                                                                                                                                             12.   EXISTING SERVICES TO BE RAISED\LOWERED TO JOIN NEATLY INOT SURROUNDING AREA.
                                                                                     P1




                                                                                                                                                                                                                                   1.00m




                                                                                                                                                                                                                                                                                                                                                  .
                                                                                                                                             75




                                                                                                                                                                                                                                                                                                                                               P1
                                                                                                              1.50
                                                                                P1




                                                                                                                                                                                                                                                                                                                             P1
                                                                                                                                                                  3




                                                               8 1.00m                                                          3                                                                                                                                                                                                                                                                                                                                                                                                             13.   EXISTING CROSSOVERS TO BE REMOVED AND VERGE TO BE REINSTATED AS PER NOOSA
                                                                                                                                                                 7




                                                                                                             1.40

                                                                                                                                                                                                                                                                                 85
                                                                                                                             55




                                                                                                                                                                                                                                                                                                                                   .6
                                                            49
                                                                                                                                                              .6




                                                                                                                           .




                                                                                                                                                                                                                                                                                                                                      2
                                                          .
                                                                                                                                                           P1




                                                                                                                                                                                                                                                                                .5
                                             N11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    COUNCIL STANDARD VERGE PROFILE.
                                                                                                                         P1




                                                                                                                                                                                                                                                                                                                                       6
                                                        X1                                                                                                                                                                                                                 P1
                                                                                                                             0




                                                    E                                                                                                                                               24.68m
                                                                                                                                                                                                                                                    74
                                                                                    82




                                                                                                                             1


                                                                                                                                         EX




                                                                                                                                                                                                                                                                                                   EX
                                                                                3
                                                                                                                          .4




                                                                              30                                                                                                                                                                   4
                                                                                 .2




                                                                                                                                                                                                                                                1.                                                                                                                    N8
                                                                                                                       P1




                                                                                                                                           1.




                                                                                                                                                                                                                                                                                                    1.
                                                                            .
                                                                               P1




                                                                          X1
                                                                                                                                           43




                                                                                                                                                                                                                                               X




                                                                                                                                                                                                                                                                                                      45
                                                                                                                                                                                                                                             E
                                                                                                                                                3




                                                                         E
                                                                                                                                                                                                                                                                                                                             N12
                                                                                                N7       N12
                                                                                                         N7                                                           
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