Compiled Plans & Documents OPW18-0342 02

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   31.80
                                    .90
                                       30                                                                                                                                                                                                                                           32.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     31.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   31.50
                                                                                                                                                                                                                                    32.10               32.




                                            31.10
                                                                                                                                                                                                                                                      20




                                                                                                                                                                                                                                                                                                                                                                                                             .40

                                                                                                                                                                                                                                                                                                                                                                                                                       .30
                                                                                                                                                                                                                 32.00                                                                                                                                                                                                                                                                                                                                                                                                                        LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                           31

                                                                                                                                                                                                                                                                                                                                                                                                                     31
                                                                                                                                                                                           31.90
                                                                                                                                              31.80
                                                                                                                         31.70                                                                                   R T
                                                                                                                                                                                                           C O U
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING WORKS




                                                              31.




                                                                                                      31.6
                                                                               31.4
                                                                                             31.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            31.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6
                                                                  30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.7
                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    30.70
                                                                                                                         R E E




                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING KERB AND CHANNEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .3
                                                                                                               T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EX
                                                                          S S
                                                                    G R A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING CONCRETE INVERT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         31.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING ROAD CENTRELINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    31.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING SEWERMAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .30
                                                                                                                                                                                                                                                                                                                                          31.40                 32




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  31
                                                                                                                                                                                                                                                                                                                                                                   .10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .50
                                                                                                                                                                                                                                                                                                              31.20                                                                                                                                                                                                                                                                                                                                                   EXISTING SEWER RISING MAIN




                                                                                                                                                                                                                                                                                                                                                  31.50
                                                                                                                                                                                                                                                                                                                                                                   32.00
                                                                                                                                                                                                                                                                                                                                                                      31.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING TELECOMMUNICATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      31
                                                                                                                                                                                                                                                                       31.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .60
                                                                                                                                                                                                                                                                                                                                                                                                   .80
                                                                                                                                                                                                                                                                                                                                                                31
                                                                                                                                                                                                                                                                                                                                                                  .60             31                                                                                                                                                                                                                                                                                  EXISTING UNDERGROUND ELECTRICAL




                                                                                                                                                                                                                                                                                                                                                                                                  31
                                                                                                                                                                                                                                                                                                                                                                                    .70                                                                                                                                            31.44
                                                                                                                                                                      30.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING WATERMAIN
                                                                                                                                                                                                                                                                                                     31
                                                                                                                                                                                                                                                                                                       .10                                                                                                                                                                                                                                                                                                                                                            EXISTING STORMWATER
                                                                                                                                        31.
                                                                                                                                          20                                                                                                                                                                                                                                                                                                                                                                                                                     31.70
                                                                                                        .00




                                                                                                                                                                                                                                                                                                                                                                                                                                                   31.40
                                                                                                     31                                 31.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                             31.30
                     30 30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   31.60
                       .60 .9                                                                                                                0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED WORKS




                                                                                                                                                                                                                                                                                                                                                  31.30
                             0
                        .20




                                                                                                                                                                                          30.49                                       30.78                                     30.85                                     31.07                                         31.26                                      31.37
                      30
                            30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 31.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1 IN 180                                                                                     PROPOSED STAGE BOUNDARY
                              .30




                                                                                                                                    0                                                                                                                                                                                                                                                                                                                                                                                              31.48                                                                                                                              DESIGN CONTOURS (0.20m INTERVALS)
                                                                                                                               30.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED ROAD CENTRELINE
                                                                0




                                                                                                                                                                                                                                                                       30.90
                                                        30.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    31.30
                                                                                                         0
                                                                                                     30.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED TOP OF BANK
                                                                                                                                               30



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED TOE OF BANK
                                                    30.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            31.60
                                                                         .70




                                                                                                                                                 .30
                                                                       30




                                                                                                                                                                                          30                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED TABLE DRAIN
                                                      30.40




                                                                                                                                                                                            .40                                                                                              30.80
                                                                                                                                                      30                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED SLEEPER WALL
                                                                                                                       30.00                            .20
                                                                                                                                                                                                                                                                                                 30.50                   30.70                                                               31.00                         31.20                                                                                                                                                                                                                                      PROPOSED BOULDER WALL




                                                                                                                                                                                                                                                                                                              30
                                                                                                                                                                                                                                                                                                               .60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   31.55                                                                                                                              FUTURE RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 31
                                                                                                                                                                                                                                                                                                                                                                                                                                          31.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .70
                                                                                                                                                                                                                                                                                                 R O A D                          2                                                                                                           10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RETAINING WALL BY OTHERS (FUTURE)
                                                                                                                                                                                                         30
                                                                                                                                                                                                           .10




                                                                                                                                                                                                                                                                                                                                                                                          30.90                                                                                                                                                                                                                                                                       PROPOSED NO GO FENCING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    31.40
    JOINS SHEET 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED AREA TO BE IN CUT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           31.50
                                                                                                                                                                                                                                                                                                                                                                  31.10                                            31.20
                                                                                                                                                           29




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED AREA TO BE IN IN FILL
                                                                                                                                                             .80
                                                                 29.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               31.5
                                                                                                                                                                                                                                              30
                                                                                                                                                                                                                                                .80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1 IN 150




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   31.52                                                                                                          NOTES:




                                                                                                                                                                                                                                                                                         31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             31
                                                                                                                                                                          30.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .40




                                                                                                                                                                                                                                                                                           .00
                                                                                                                                                                            29.90
                                                                                                                                                                             30.6030.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1. FOR EARTHWORKS SECTIONS REFER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             31.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SHEET 4001-109




                                                                                                                                                                                                                                                                                                                                         31.30
                                                                                      29.7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2. FOR RETAINING WALL DETAILS REFER
                                                                                                                                                                                                         30.56                                30.84                                30.93                                 31.06                            31.36                                     31.33
                                                                                      0




                                                                                                                                                                                                                                                                                                                                                             31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SHEET 4002-119
                                                                                                                                                           29.7




                                                                                                                                                                                                                                                                                                                                                          .40                                                                                                                        31
                                                                                                                                                                            30.30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          31.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .60
                                                                                                                                                                              30.40
                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          70
                                                                                                                                                                                                                                                              30
                                                                                                                                                                                                                                                                .90
                                                                                                                          80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            31.80
                                                                                                               29.90

                                                                                                                         29.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   31.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                               60
                                                                                                                                                                                   30.2
                                                                                                                                                                                                                                                                                                                                                                                31.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                           31.
                                                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               31
                                                                                                                                                                                                                     30.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                             0
                                                                                                     29.80




                                                                                                                                                                                                                                                                                                                                                                                                                                           31.70
                                                                                                                                              29.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                               R O A D
                                                                                                                                                                  29.60




                                                                                                                               0
                                                                                                                                29.9

                                                                                                                                                                                                                                                                               30.04                                                                                     31.95




                                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                                                                                                   31.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       32




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .00
                                                            0
                                                               30.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .3
                                                                                                30.10                                                                                                                                                                                                                                                                                                                                                                                                                              31.87




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EX
                                                                                                                                                                                                                                                                                                                                                   32.30                                                                   32.00




                                                                                                                                                                                                                                                                                                                                                                                                                                           31.90
                                                                                                                                                                                               1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  32.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                32.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .30
                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                                   32.1
                                                                                                                                                                                               R O A D




                                                                                                                                                                                                                                                                                                                                                                         32.23
                                                                                                                                                                                                             29.80




                    29.82                                           29.85                                         29.89                                                                                                                                                        30.04
                                                                                                                                                                                                                     29.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   32.24                                 1 IN 100

                                                                                      9                                                                                                                                                                                                                                                                                                           32.50

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       32.40
                                                                                                                                                                                                                                                           30
                                                                                                                                                                                                                                                              .00
                                                                                                                          30
                                                                                                                               .00




                                                                                                                                                                                                                                                                                                                                                                     .60
                                                                                                                                                                                                                                                                                                                                                                        32
                                                                         29




                                                                                                                                                                                                                                                                                                          JOINS SHEET 4
                                                                           .90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         -

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OPW18/0342 8 JUN 2019
FILE: 4001-111.dwg DATE: 17-12-2018 USER: CURTIS BOORMAN
XREFS: X-18-001942-TITLE, X-18-001942-4001-BASE, X-18-001942-4001-TREES, X-18-001942-4001-CUT_FILL-SC250, X-18-001942-SURVEY, X-18-001942-3001-BASE, X-18-001942-4001-CONTS-SC250
           DESIGN DRAWN CHECK APPROVED          DATE                                                                                               STATUS                                                                                                                                                    SCALE                                                                                        CLIENT                                                                                                                                                                              PROJECT                                                 DRAWING TITLE
FIRST                                                                                                                     AMENDMENT DETAILS                                                                                                                                                                                                                                                                                                                                                                                                     Calibre Professional Services (QLD) Pty Ltd
ISSUE                CB       NV     SD              SP             18.12.18
                                                                                                                                                                                                                                            FOR APPROVAL                                                                                                                                                                                                                                                                                                    Level 3, 16 Innovation Parkway       BLUE CARE SUNRISE BEACH                                              BULK EARTHWORKS
            A        JR       JR     SP              SP             08.04.19 INFORMATION REQUEST RESPONSE                                                                                                                                                                                                                                                                                                                                                                                                                                                       Birtinya QLD Australia 4575
A
M           B                                                                                                                                                                                                                          NOT FOR CONSTRUCTION                                                          0      2.5    5       7.5     10           12.5       15      17.5     20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Telephone 07 5314 2520
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Facsimile 07 5314 2522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RETIREMENT LIVING &                                                  LAYOUT PLAN
E
N
D
            C
            D
                                                                                                                                                                                                                         APPROVED                                                                                     SCALE 1:250 (A1)                                    SCALE 1:500 (A3)                                                                                                                                                                                                              AGED CARE                                                        SHEET 2 of 4
M
E                                                                                                                                                                                                                        BY: SHAUN PILCHER RPEQ 14593                                                                                                                                                                                                                                                                                                                                         DISCLAIMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROJECT No.                 DRAWING No.             REVISION
            E
N                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
            F
T
S
            G                                                                                                                                                                                                            SIGN:                                        DATE: 08.04.2019
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    C       calibregroup.com                                                  PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      18-001942                   4001-111                  A