Skip to the record
The only place to find full transcripts.

Original source · versioned page text

Appendix D- SWMP

of 47

Page text shows just the words. Original shows the document exactly as it was published.

Very large file (13.1 MB): the original may take a few minutes to open or download. The page text below is quick to read.

Original PDF page 33, section 1. The text section number identifies this passage in the reader.

                                                                                    10.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LEGEND                      PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5.00                           CONTOUR                                 5.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EDGE OF BITUMEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         KERB
                                                                                                                                                                                       10.0                                                                                                                                                                                                        9.0                                                                                                                                                                                                                                                            CONCRETE INVERT




                                                                                           10.0
                                                                                                                                      10.0                                                                                                                                                                                                                             9.0                                                                                                                                                                                                                         8.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.5                                                                                       SW                      STORM WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.5                                                                                                                                                         W                        WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S                        SEWER MAIN
                                                                                                                                                                                                9.5                                                                                                                                      9.0
                                                                                                                                                                                                                                                                                                                                                           9.0                                                                                   8.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            T                   TELECOMMUNICATIONS
                                                                                                                                                                                                                                  RMU   TFMR
                                                                                                                                                                                                                                                                                      9.0                                                                                                                                                                                                                                                                                                                                                   E                      U/G ELECTRICITY
                                                                                                                                                       9.5                                                                                                                                       9.0                                                                                                             8.5                                                                                                                                       8.0           8.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   O/H ELECTRICITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N
                                                                                                                                                                    9.5                                                                                                              9.0                                                                                                                                             8.5                                                                                           8.0                                                                                                                                  FENCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         II
                                                                                                                                                                                                                                                                 9.0                                                                                                                                       8.5
                    .0




                                                                                                                                                     9.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RET                     WALL              RETAINING WALL                    RET           WALL
                  10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.0
               .0                       10.0                                                                                                                                                                                                                                                                   9.0                                                                                                                                                                                                                                                                                                                                                  SHORING WALL
             10
                                                                                                                                                                                                                                                                                                                                                                                                                             8.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TOP OF BATTER
                                                                                                                                                           9.5
                                                                                                                                                                                                                                                                         9.0                                                                                                                                                                                                                               8.0                                                                                                                                                     FACE OF BATTER
                                                                                                                                      9.5                                                                                                                  9.0                                                                                                                               8.5                                                                                                                                         8.0                                                                                                                        TOE OF BATTER
                                                                                                                                                                                                                                                                                                       9.0




                                                                                                                                                                                                                                                                                                                                                                                                                                   8.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SWALE DRAIN
                                                                                                                                                                                                                                                                                               9.0                                                                                                                                                                                                                                                   8.0
                                                                                                                                                                                                                                                     9.0                                                                                                                                                                                                                                                                                                                                                                                                                        TREE
                                                                                                           9.5                                       9.5                                                                                                                                                                                                                                     8.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8.0
              9.5




                                                                                                                                                                                                                    9.0                                                                                                                                          8.5                                           8.5                                                                                                                                                                                                                                               TREE TO BE REMOVED
                                                                9.5
       9 .5




                                                          9.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7.5                                                                                                CUT AREA



                                                                                                                                                                                 9.0
                                                                                                                                                                                                                          9.0                                                                                                                  8.5                                                                                                     8.0
                                                                            9.5                                                                                                                                                                                                                                                    8.5                                                                                                                             8.0
                                                                                                                                                                                                                                                                                                                      8.5                                                                                                                                                                                                                                        7.5
                                                                                                                                                                                                                                                                                                                                                     8.5
                                                  9.5                                                                                                                                                                                                                                                                                                                                                                  8.0                                                                                                                                                                                                                                                  FILL AREA
                                                                                                                                                                                                                                                                       8.5
                                                                                                                                                             9.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7.5
       9.5                                                                                                       9.0




                                                                                                                                                                                                                                         8.5
                                      9.0
                                                                                                                                                                                                                                                                                                                                                                               8.0




                                                                                                                                                                                                                                                                                                                                                                                                         8.0
                                                                                                                                                                           8.5




                                                                                                                                                                                                        8.5                                                                                                                                                                                        8.0
                                            9.0




                                                                      9.0                                                                                                                                                                                                                                                                                                                                                                                                7.5
                                                                                                                                                                                                                                                                                                                                                                                                                                           7.5




                                                                                                                                                                                                                                                                                                                                                     8.0
8.5
                                            8.5
                                                                                                                                                                                                                                                                                                              8.0                  BUILDING
                               8.5




                                                                                                                               8.5
                                                                                                                                                                                                                                                                 8.0
                                                                                                                                                                                                                                                                                                                                  BASEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7.0
                                                                                                                                                                                                                                         8.0
                                                                                                                                                                                                  8.0                                                                                                                              FFL 4.900                             7.5                       7.5
                                                                              8.5
                                                                                                                                                                                                                                                                                                                                   BEL 4.650




                                                                                                                                                                                                                                                                                                                                                                                                                               7.0
                                                                                                                                                     8.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               7.0
                                                                                                                                                                                                                                                                                                                                                     7.5
                                                                                                   2                                                                                                                                                                                                                7.5
                                                                                                                                                                                                                                               7.5
                                8.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                         7.0
                                                                                                  DA.01
                                                    8.5




                                                                                                    8.0




                                                                                                                                                                                                              7.5
                                                                                                                                                                   7.5




                                                                                                                                                                                                                                                                                                                                                           7.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             7.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               XX
                                                                                                                                                                                                                                                                                 7.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       XXX
                                                                                                                                                                                                                                         7.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    7.5




                                                                                                                                                                                                                                                                                                                                                                                                     7.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               7.5




                                                                                                                                                                                                                                                                                                                                                     7.5
                                                                                                                                     7.5




        8.0                    8.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   7.5
                                                                                                                                                                                                                           7.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                  7.5
                         8.0




                                                                                                    8.0




                                                                                                                                                                                                                                                                                                                                                                                7.5
                                                                                        8.5




                                                                                                                                                                                                                                                                               7.5
                                                                                                          8.0

 8.0
                                                                                                                                             7.5
                                                                                                                                                                                                                                                 7.5
                                                                            8.5




                                                                                                                                                                                                                                                                                                        7.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8.0
                                                                                  8.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7.5
                                                                                                                                                                                          7.5


                                                                                                                                                                                                                                                                                                                                  7.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             150Ø uPVC
                                                                                                                                                                                                                                                                                                                                                                                                                                                             8.0
                                                                                                                                                                                                                                                                                                                                                                                       8.0




                                                                                                                                                                                                                                                                                                                                                                                      8.0
                                                                                                                             8.0
                                              8.0
              8.0




                                                                                                                                                                                                                                                                                                                                                           8.0                                                                                                                                                        8.0
                                                                                                                       8.0                                                                                                                                                                                                                                                                               8.0
                                                                                                                                               8.0
                    8.0
         8.0




       8.0
                    8.0




                                      8.0
                                                  8.0




                                                                                                                                                                                                                                                                                                                                                                   8.0
                                            8.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.5
                                                                                                                                                                                                8.0
                                                                                                                                                                          8.0




                                                                                                                                                                                                                                                                                                                                                 8.0                                                                                                                                                     8.0
                                                                                                                                                                                                                                                         8.0
                                                                                                                                                                                                         8.0




                                                                                                                                                                                                                                                                                                                            8.0
                                                                                                                                                                                                                                                       8.0




                                                                                                                                                                                                                                                                                 8.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A      29.09.23 FOR APPROVAL                                             KC      LS
                                                                                                                                                                                                                                 8.0                                                                                                                                                                                                                                                                                                                                                                                                             ISSUE DATE                            AMENDMENT                           BY     APP
                                                                                                                                                                                                               8.0               8.0
                                                                                                                                                                                                                                               8.0                                                                                                                                                                                                                                                                                                                                                                                                      COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONSULTING PTY LIMITED 2018 ©




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ABN: 39 062 191 799
                                                                                                                                                                                                                                                                                           1                                                                                                                                                                                                                                                                                                                                                     Level 4, Building 3, Kings Row Office Park,                        P: 61 7 3335 4555
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 42 McDougall Street, Milton, Qld, 4066                    E: [email protected]
                                                                                                                                                                                                                                                                                     DA.02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CLIENT:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NOOSA CIVIC VILLAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RETAIL DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  28 EENIE CREEK ROAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NOOSAVILLE, QLD 4566

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BULK EARTHWORKS PLAN

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DESIGN: KC                 DRAWN:       KC        SCALES:       AS SHOWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CHKD:                      APPRD:                 DATE:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       mpn JOB                DRAWING No.                                       REV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0     5    10        20    25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   9954 DA.01     A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SCALE 1:500 (A1) 1:1000 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOR APPROVAL
Log in to download the original file

Appendix D- SWMP.pdf · 13.1 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

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”.