Skip to the record
NoosaWatch™: The source of truth.

Original source · versioned page text

5.1 Building Design Drawings Issue P, Site Plan, Landscape Design

Attached to the e-mail Plans and Planning Report - MCU16/0098 & OPW16/0183.

of 7

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

Original PDF page 1, section 3. The text section number identifies this passage in the reader.

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    98
                                                             2 .70



                                                              .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5.
                                                               56




                                                                                                                         5.




                                                                                                                                                                                                                                                                          57' 1
                                                                                                                                                                                                                                                                                                                                                    281




                                                                                                                                                                                                                                                                               5"                                                                                                          18.652
                                                                                                                                                                                                                                                                                                                5.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EMAIL: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      18




Lid R L 4.48
                                                                                                                           69




                                                                                                                                                                                                                                                                                                                                                                                                                             5.
                                                                   7




                                                                                                                                                                                                                                                                                                                  85




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               6.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NORTH
                                                                                                                                                                                                                                                                                                                   6.




                                                                                                                                                                                                                                                                                                                                                                                         98° 54' 10"
 USIL R
                                                                                                                                                                                                                                                                                                                                                                  5.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1174
                                                                                                                                                                                                                                                                                                                                                                                                                               98




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              QBSA LICENCE No. 65942
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 03




        L 4.42
                                                                                                                                                                                                                                                                                                                     01




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         008 6
                                                                     5.




                                                                                                                                                                                                                                                                                                                                                                    98




 USIL R
                                                                       5
                                                                       52




          4.07                                                                                                                                                                                                                                                                                                                                       Water plotted from DBYD records 6.0m WIDE
                                                                         .6




 DSIL RL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Drawn by SB                     Checked by DJ
                                                                            4




                                                                                                                                                                                                          5




                                                                                                                                                                                                                                                                                                                                                   Telstra plotted from DBYD records INDUSTRIAL
                                                                              5. 59




                                                                                                                                                      .8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   5. 5.9
                                                                                56




                                                                                                                                                         6




                                                                                                                                                                                                                                                                                                                                                                              A                                         DRIVEWAY CROSSOVER                                                                                         Electrical Box/Green Boy
                                                                                                                                                                                                                                        5.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     98 9
                                                                                 5.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Client NOOSA CHOCOLATE FACTORY
                                                                                                                                                           4.5.8 4
                                                                                                                                      5.




                                                                                                                                                                                                                                                                                                                                                                                                                  5.
                                                                                                                                                                                                                                                                              5.
                                                                                                                                                                                                                                                                              5.
                                                                                                                                                                                                                                          89
                                                                                                                                                             11 4




                                                                                                                                                                                                                                                                                                                                                                              7
                                                                                                                                        79




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      450
                                                                                                                                                                                                                                                                                                                                                                                                                    97
                                                                                                                                                                                                                                                                                92
                                                                                                                                                                                                                                                                                91
                                                                                                                                                              4. .85




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2100                                                                                                                LOT 9 VENTURE DRIVE,
                                                                                                                                                                1




                                                                                                                                                                                                                                                                                                                                                                                                                                                         B
                                                                                                  5.




                                                                                                                                                                                                                                                                                                        Concrete Footpath                                                    Supplied on 22/08/2016
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   14




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOOSAVILLE, QLD
                                                                                                                                                                  5
                                                                                                    65




           Ela eum (1)                                                                                                                                                                                                                                                                                                                                      U/G Elec Plotted from Detail Works Plan                                                      7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        anhole
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Sewer M
                                                                                                                                                                                                                                     5.




           STREET
                                                                                                                                                                                                                                                                                                                 5.
                                                                                                                                                                                                                                       84




                                                                                                                                                                                                                                                                                                                                                                                                                  5.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5




                                                                                                                                                                                                                                                                                                                                                            SO104679 REV D
                                                                                                                                                                                                                                                                          5.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .13
                                                                                                                                                                     5.




                                                                                                                                                                                                                                                                                                                                                                                                                                          90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Lid RL 6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .
                                                                                                                                                                                                                                                                                                                   86




                                                                                                                                                                                                                                                                                                                                                                                                                    94




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   97
                                                                                                                                                                                                                                                                            85
                                                                                                                                                                       73




                                                                                                                                                                                                                                                                                                                                                                                                                                       5.




           TREE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4.89                                    Drawing Description
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               USIL RLL 4.86
                                                                                                                                                                                                                                                                                                                                                                                                                                     L




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     5.




                                                                                              TBM
                                                                                                                                                                                                                                                                                                                            5 .8
                                                                                                                                                                                                                                                                                                                            5..528 .6




                                                                                                                                                                                                                                                                                                                                                                                                                                    R
                                                                                                                                                                                                                                                                                                                            4.8 52
                                                                                                                                                                                                                                  5.




                                                                                                                                                                                                                                                                                                                             5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       94
                                                                                                                                                                                                                                                                                                                             58.2 8




                                                                                                                                                                                                                                                                                                                                                                                                                                  +




                                                                                             Screw in
                                                                                                                                                                                                                                                                5.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DSIL R
                                                                                                                                                                                                                                    79




                                                                                                                                                                                                                                                                                                                                                                                                                                      Back of Barrier Kerb
                                                                                                                                                                                                                                                                                                                                5.




                                                                                                                                                                                                                                                                                                                                                                 5.




                                                                                                                                                                                                                                                                                                                                                                                                                    5.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5.93
                                                                                                                                                                                                                                                                                                                                8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SITE / FLOOR PLAN
                                                                                                                                                                                                                                                                   81




                                                                                                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                                                                                                                  83




                                                                                                                                                                                                                                                                                                                                                                   86




                                                                                                                                                                                                                                                                                                                                                                                                                      90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           93




                                                                                              Kerb                                                                                                               anhole
                                                                                                                                                                                                                                                                                                                                    2




                                                                                                                                                                                                        Sewer M
                                                                                             RL 5.60
                                                                                               AHD
                                                                                                                                                                                                             L 5.84
                                                                                                                                                                                                        Lid R L 4.14
                                                                                                                                                                                                        USIL RL 4.11
                                                                                                                                                                                                                                                                                                              ater Gra
                                                                                                                                                                                                                                                                                                        Stormw5.68
                                                                                                                                                                                                                                                                                                                      te                                                                    VENTURE DRIVE                                                                                                                                                                                       Scale As indicated Date       08.03.16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Project No. 2016-13 Sheet No. 01 OF 09
                                                                                                                                                                                                        DSIL R                                                                                          Lid RL 4.58                                                                 Ban int (1)                                                                                                                                                  Ban int (1)
                                                                                                                                                                                                                                                                                                        USIL RL                                                                                                                                                                                                                                                                                 SKETCH DWGS         Issue P
                                                                                                                                                                                                                                                                                                                                                                                    STREET                                                                                                                                                       STREET
                                                                                                                                                                                                                                                                                                                                                                                    TREE                                                                                                                                                         TREE
Log in to download the original file

5.1 Building Design Drawings Issue P, Site Plan, Landscape Design.pdf · 2.6 MB (large file)

Large file: the download may take up to a minute.

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”.