Skip to the record
Trusted by locals. Built for Noosa.

Original source · versioned page text

Reference Documents - RAL24/0015

of 38

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

Page text read automatically using OCR, there may be inaccuracies

Very large file (41.8 MB): the original may take a few minutes to open or download. The page text below is quick to read.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NOT FOR CONSTRUCTION
                                                                                                                                       1                                                                         2
                                                                                                                                    RP133701                                                                  RP133701




                                                                                                                                                                                                                                                                                                                                                IL.-0.610
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                       1.5
                                                                                                                                                                                                                                                                                  3.0                                                                                                                                                                                                                  EASEMENT BOUNDARY
                                                                                                                                                                                                                                                                      4.0                                                                                                                                                                                                                              FINISHED CONTOUR




                                                                                                                                                                                                                                                                                                                  2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          76.0
                                                                                                                                                                                                                                              5.0




                                                                                                                                                                                                                                                                                  2.5
                                                                                             9.5                                                                                                                        5.5




                                                                                                          9.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING SEWER MAIN




                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S            S




                                                                                                                              8.5




                                                                                                                                               8.0




                                                                                                                                                                   7.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S            S             PROPOSED SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED SEWER MANHOLE




                                                                                                                                                                                                                                                                                                                                                      S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PRELIMINARY ONLY
                                                                                                                                                                                                                                                                                                                                                                                                          0.5
                                                                                                                                                     21                                                                           22
                                                                   WARD STREET




                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                  3.0m WIDE                                                                                                                                               CONSTRUCT MANHOLE




                                                                                                                                                                                                                                                                                                                                                                                              1.5
                                                                                                                                                                                                                                  EASEMENT                                                                                                                                                OVER EXISTING SEWER




                                                                                                                                                                                                                                                                                                                1.50
                                                                                                                                                                                                                                                                            3.5




                                                                                                                                                                                                                                                                                                                                                                                                                1.0
                                                                                                                                                                                                                                                          4.5




                                                                                                                                                                                                                                                                                                                                                            S




                                                                                                                                                                                                                                                                                                                                                                                                                               NOOSA
                                                                                 9.0




                                                                                                                                                                                                      6.0
                                                                                                                                                                                           S      S                 S                  S                  S           S           S                   S                 S                   S




                                                                                                                                                                                                                                                                                  3.0
                                                                                                                                                                               7.0




                                                                                                                                                                                                                                                                      4.0




                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                           6.5




                                                                                                                                                                                                                                                                                                          2.0
                                                                                                                                                                                                                                              5.0




                                                                                                                                                                                                                                                                                                                                                                                                                                 RIVER
                                                                                                   8.5




                                                                                                                                                                                                                                                                                                2.5
                                                                                                                        8.0




                                                                                                                                                                                                                          5.5




                                                                                                                                                                                                                                                                                                                                                                    DN300 PVC-U
                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                          7.5
                                                                                                                                                                                                                                   23




                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                     20
                                                                                                                                                                                                                                                                                                                                                                                              3.0m WIDE
                                                                                                                                                                                                                                                                                                                                                                                              EASEMENT




                                                                                                                                                                                                                                                                                                                                                                       S




                                                                                                                                                                                                                                                                                                                                                                                                    1.5




                                                                                                                                                                                                                                                                                                                                                                                                                      0.5
                                                                                                                                                                                                                                                                4.5




                                                                                                                                                                                                                                                                                        3.5




                                                                                                                                                                                                                                                                                                                                                                                                                         1.0
                                                                                                                                                                                     6.5




                                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                        6.0




                                                                                                                                                                         7.0
                                                                                       8.0                                                                                                                                                                                                                              2.0

                                                                                                                                                                                                                                                                                                                            2.5




                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                  IL.-0.910
                                                                                                                                                                                                        73
                                                                                                                                                                                                      RP28717




                          NOOSA COUNCIL
                       REFERENCE DOCUMENT                                                                                                                                                                                                                                                                                                                                                                                                                                                              0      4          8    12m
                      RAL24/0015 28 APRIL 2025                                                                                                                                                                                                                                                                                                                                                                                                                                                             Scale 1:200 @A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Scale 1:400 @A3

                  COPYRIGHT ©                                                                                    Associated Consultants                   Client                                                                                                Drawn                         Verified                            Project                                                                                                    Drawing Title                                                   Scale            Sheet Size
             This drawing is subject to                                                                                                                                                                                                                         M.P.                          B.D.
             copyright in accordance with the                                                                                                             A. BROCKEN                                                                                            Designed                      Verified
                                                                                                                                                                                                                                                                                                                                  21 WARD STREET, TEWANTIN                                                                                   SEWERAGE RETICULATION                                           AS SHOWN A1
             agreement between Tod
             Consulting pty ltd (tc) and tc's
             client. This drawing shall only be
                                                                                                                                                                                                                                                                M.P.                          B.D.                                                                                                                                           LAYOUT PLAN                                                     Drawing Number
             used for this specific project.                                                                                                                                                                                                                    Approved
                                                                                                                                                                                                                                                                B. DOWNES
                                                                                                                                                                                                                                                                                              RPEQ No
                                                                                                                                                                                                                                                                                              14873
                                                                                                                                                                                                                                                                                                                                  RDP:                                                                                PARISH:
                                                                                                                                                                                                                                                                                                                                                                                                                      COUNTY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             24500 - C04
                                                                                                                                                                                                                   Noosa: 07 5449 9600                                                                                            LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
             This drawing shall not be used                                                                                                                                                                                                                                                                                                                                                                           PM: 27343
                                                                                                                                                                                                   Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                Signed                        Date                                MCU APPROVAL:                                                                                                         0      10     20    30     40    50       60         Sheet             Revision
             for construction until marked as                                                                                                                                                               PO Box 61, Noosaville, QLD 4566                                                                                                                                                                           VERT DATUM: RL.4.389
                                                   A   xx.xx.xx   ISSUED FOR APPROVAL                      MP
             'issued for construction' in the
             revision description.                Rev Date Revision Description                          Drawn
                                                                                                                                                                                                 [email protected]      www.todconsulting.com
                                                                                                                                                                                                                   ABN 39 128 805 336                                                         xx.xx.xx
                                                                                                                                                                                                                                                                                                                                  ROL APPROVAL:
                                                                                                                                                                                                                                                                                                                                  OPW APPROVAL: TBC                                                                                                          MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             4 of 5               A
Document Set ID: 23148187
Version: 1, Version Date: 30/07/2024
Log in to download the original file

Reference Documents - RAL24_0015.pdf · 41.8 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”.