Skip to the record
Mmm.. taste the original NoosaWatch™

Original source · versioned page text

Compiled Plans & Documents OPW18-0342 02

of 192

Page text read automatically using OCR, there may be inaccuracies

                                                                                                                                                                                                                                                              JOINS SHEET 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              32.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING WORKS




                                                                                                                                                                                                                                30
                                                                                                                                                                                                                                  .00
                                                                                                                 30
                                                                                                                   .00




                                                                                                                                                                                                                                                                                                                                                            .60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING KERB AND CHANNEL




                                                                                                                                                                                                                                                                                                                                                          32
                                                                      29




                                                                                                                                                                                                                                                                                                                                                                                                                                        0   .2
                                                                                                                                                                                                                                                                                        30
                                                                        .90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         32




                                                                                                                                                                                                                                                                                                                                                                                                                                         32
                                                                                                                                                                                                                                                                                          .10


                                                                                                                                                                                                                                                                                                        31.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .50




                                                                                                                                                                                     29.70




                                                                                                                                                                                                                                                                                                        32.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING CONCRETE INVERT




                                                                                                                                                                                                                                                                                                        31.40
                                                                                                     29.80                                                                                                                                            29.93                                                                                                 32.60
                                                                          29.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING ROAD CENTRELINE
                                                                 29.50                                                   29.60                                                                                                                                                                                                                                                                                                                                                                                                32.57
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING SEWERMAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING SEWER RISING MAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING TELECOMMUNICATION




                                                                                                                                                                                                                                                                                                                                                                                                                               32.40
                                                                                                             29.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.5
                                                                                       29.80                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING UNDERGROUND ELECTRICAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .3
                                                                                                                                                       0
                                 29.90




                                                                                                                                                           29.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING WATERMAIN




                                                                                                                                                                                                                                                                                                           .70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 32.20
                                                                                                                                                                                                                                                                                                         32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING STORMWATER




                                                                                                                                                 1




                                                                                                                                                                                                                                                                                                                                                                                                                                       2
                                                                                                                                                                                                                                                      29.97                                                                                                 32.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1 IN 100




                                                                                                                                                                                                                                                                                                                                                                                                                                   30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              32.58




                                                                                                                                                                                                                                                                                                                                                                                                                                32.
                                                                                                                                                 R O A D




                                                                                                                                                                                                                                                                                                                                                                                                                                       R O A D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED WORKS




                                                                                                                                 30.00




                                                                                                                                                                                                                                                                                                                            .60
                                              29.87                                             29.84                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED STAGE BOUNDARY




                                                                                                                                                                                                                                                                                                                          32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DESIGN CONTOURS (0.20m INTERVALS)




                                                                                                                                         29.90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             32.30                32.40
                                     .00




                                                                                                                                                                    29.60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED ROAD CENTRELINE
                                   30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED TOP OF BANK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.7
                                                                                                                                                                                                                                                      29.99                                                                                                 32.39




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED TOE OF BANK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EX
                                                                                                                                                                                                                                          30




                                                                                                                                                                                                                                                                                                                                                     .50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  32.50
                                                                                                                                                                                                                                            .00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              32.19                                                                                                                             PROPOSED TABLE DRAIN




                                                                                                                                                                                                                                                                                                                                                  32
                                                                                                         29.90
                                                                         29.70                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED SLEEPER WALL
                                                                                                 29.60




                                                                                                                                                                                                      29
                                                                                                                                                                                                        .90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED BOULDER WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 31
                                                                                                                                                                                                                                                                                                                32.20 32.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .90
                                                                                                                                                                                                                                                                                                                                                             32.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    32.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     32.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FUTURE RETAINING WALL
                           27.




                                                                                                                                                                                             29.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        00
                            50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RETAINING WALL BY OTHERS (FUTURE)




                                                                                                                                                                                                                                                                                         30
                                                                                                                                                                                                                                                                                           .10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED NO GO FENCING
                                                                                                                                                                                                                                                      30.04                                                                                                 31.85




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          32.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED AREA TO BE IN CUT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              32.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              31.77                                                                                                                             PROPOSED AREA TO BE IN IN FILL




                                                                                                                                                                                                                                                                                                                                                 .00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         31.50
                                                                                                                                                                                                                                                                                                                                                32
           JOINS SHEET 3




                                                                                                                                                                                                                                                                                                                                                                                                           8           0
                                                                                                                                                                                                                                                                                                                                                                                                        31.




                                                                                                                                                                                                                                                                                                                                                                                                               31.70
                                                                                                                                                                                     29.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          32.60
                                                                                                                                                                                                                                                                                                                                                                                              31.20 31.60




                                                                                                                                                                                                                                                                                                                                                                                                  31.1
                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                          30.
                                                                                                                                                                                                                                                                R O A D                                 2                                                                                                                                                                                                                                                                                                                                NOTES:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8
                                                                                                                                                                                                                                                      30                                                                                                                                                                                                                                                       31.80
                                                                                                                                                                                                                                                  30.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.8
                                                                                                                                                                                                                                                                                                                           80
                                                                                                                                                                            29.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1. FOR EARTHWORKS SECTIONS REFER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     31.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       31.60                                                                                                                                 SHEET 4001-109
                                                                               20
                                                                                 29.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2. FOR RETAINING WALL DETAILS REFER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          32.30
                                                                                                                                                                                                                        30.20                 30.40                                                     30.70                                                        30.90                                                                                                                                                                                                                                                                   SHEET 4002-119




                                                                                                                                                                                                                                                                                         30.6
                                                                                                                                                                                                                                                                                                                                                                             31.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              32.80
                                                                                                                                                                                                                                                                                                                                                                                 0




                                                                                                                                                                                                                                                                                        0
                                                                                                                     29




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             32.40
                                                                                                                                                                                        30.00                                                                     30.50
                                                                                                                   .80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     31.90                                 32.00
                                                                                                                   29.90                                                                                                                                                                                                                                                                                                                                                                                                                           32.10
                                                                                                                                                                             30.10




                                                                                                                                                                                                                                                                                                                                                                                          31.40
                                                                               29
                                                  0
                                              27.1




                                                                              .60




                                                                                                                                                                                                                                                                                                                                                                                          31.30
                                                                                                                                                                                                                  30
                                                                                                                                                                                                                .30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1 IN 8
                                                                                         29.51                                            30.04                                                            30.17                                  30.63                                         30.82                                                             31.20                                            31.55




                                                                                                                                                                                                                                                                                                                                                                                                                                                 31.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      31.92                                            32.01




                                                                                                                                                                                                                                                                                                                                                                                                                                                         31.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7
                                                                                                 29




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.9
                                                                                               .70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .3
                                                                                                                                                                                                                                                                                                                                                                                          31.50
                                   26.20
                                   26 0 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EX
                                    26 25.


                                     26.3
                                     .1
                                      .0 9

                                        0
                                          0




                                 25




                                                                                                                                                                                                                                                                                                                                                                                                          31
                                   .80                  26.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  32.90
                                                                                                                                                                                                                                                                                                                                                                                                    .60
                                                           70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            32.50
                                                              26.80




                                                                                                                                                                                                                                                                                                                                  31.10 31.20
                                                                                                                                                                                                       1 IN 4
                                                                                1 IN 4




                                                                                                                                                                                                                                                                                                                  31.00                                                                                                                                                                                32.20
                                                                                                                                                                                                                                                                                                    30.90
                                                                                                                                                                                                                30.00             30.20                                                30.7030.80
                                                                                                                                                                                                                          29.7029.80          30.10
                                                                                                                                                                                                                                                                 30.40           3030.60
                                                                                                                                                                                                                                                                                   .50
                                                                                                                                                                                                                                  29




                                                                                                                                                                                                     29.60
                                                                                                                                                                                                                                    .90




                                                                                                                                         29.20                    29.30                                                 29.50
                                                                                                                                                                                                                        29.40                                                             30.30                                                                                                                                                                                                                                                     32.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                32.                0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              60
                                                                                                                                                                                                                        28.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .3
                                                                                                                                                                                                                                                                                                                                                                                                                       31.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               32.80
                                                                                                                                                                                                                                                                                                                                                                                                                          50
                                                                                                                                                                                                                                                                                                                                                                                                               31.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4
                                                                                                                                                                                                                                                                                                                                                                                                                 40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   32.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   -

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           OPW18/0342 8 JUN 2019
FILE: 4001-113.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 4 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                   4001-113                  A

Log in to download the original (Compiled Plans & Documents OPW18-0342 02.pdf)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.