Skip to the record
The definitive source for everything Noosa Council.

Original source · versioned page text

RFI - Engineering

of 24

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: it may take a few minutes

The original of this document is very large (10.7 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Original PDF page 6, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                            RP BDY




                                                                                                                                                                                                                                                                                                    RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NATURAL SURFACE

                                                                                                                                                                                                        1.500m         0.5m                                                                                              1.500m           1.500m

                                                                                                                                 MATCH
                                                                                                                                                                           45.5                                                                                                                                                               NATURAL SURFACE
                                                                                                                                 NATURAL SURFACE                                  %                                           25% MAX
                                                                                                                                 AT BOUNDARY                                                                                                        NATURAL SURFACE

                                                                                                                                                                                                        2.5%                                                                                                            2.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                RL 32.40                    0.8%

                                                                                                                                                                       DESIGN SURFACE                  NEW FOOTPATH
                                                                                                                                                                                                                                                                                                                                                        NEW KERB & CHANNEL                                                                               DESIGN SURFACE                   INVERT FOR DRAINAGE

                                                                                                                                                                                                                                                                                                                               NEW FOOTPATH
                                                                                                                                                                                      EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FOR PROPOSED STORMWATER,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REFER STORMWATER
                                                                                                                                                                                                               EXISTING STORMWATER                                                                                                                                                                                                                                                      LONGITUDINAL SECTION
                                                                                                                                                                                                                                                                                         DESIGN SURFACE


                                                                                                                                                                                                       SECTION                    001                                                                                 SECTION                  011                                                                                                                           SECTION                      021
                                                                                                                                                                                                       1:50                      SK200                                                                                 1:50                   SK200                                                                                                                          1:50                        SK200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RP BDY
                                                                                                                                                            RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NATURAL SURFACE



                                                                                                                                                                                                        1.500m         0.5m



                                                                                                                                                                                                                              25% MAX
                                                                                                                                                                      26.5%                                                                             NATURAL SURFACE
                                                                                                                            RL 31.70

                                                                                                                                                                                                        2.5%
                                                                                                                                                                                                                                                                                                                                                                                                                              RL 35.33                                    0.4%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0.5%                           0.5%

                                                                                                                                                                       DESIGN SURFACE                  NEW FOOTPATH                                                                                                                                                                                                                                                                                  DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SURFACE

                                                                                                                                                                                      EXISTING SEWER                                                                                                                                                                                                                                                                                             INVERT FOR DRAINAGE

                                                                                                                                                                                                               EXISTING STORMWATER



                                                                                                                                                                                                       SECTION                    002                                                                                                                                                                                                                                        SECTION                      022
                                                                                                                                                                                                       1:50                      SK200                                                                                                                                                                                                                                       1:50                        SK200
                                                                                                                                                            RP BDY




                                                                                                                                                                                                        1.500m         0.5m



                                                                                                               RL 31.70                        18.1%                                                                          25% MAX
                                                                                                                                                                                                                                                        NATURAL SURFACE                                                                                                                                                                                                              NATURAL SURFACE


                                                                                                                                                                                                        2.5%


                                                                                                                                                                                                       NEW FOOTPATH
                                                                                                                                                                                                                                   NEW KERB & CHANNEL                                                                                                                                                                                                               INVERT FOR DRAINAGE

                                                                                                                                                                                      EXISTING SEWER                                                                                                                                                                                                                                                                    DESIGN SURFACE

                                                                                                                                                                                                                                                                                                                                                                                                                   RL 35.33                2.3%                                                  1.4%                                   RL 35.31
                                                                                                                                                                                                               EXISTING STORMWATER



                                                                                                                                                                                                       SECTION                    003                                                                                                                                                                                                                                        SECTION                      023
                                                                                                                                                                                                       1:50                      SK200                                                                                                                                                                                                                                       1:50                        SK200
                                                                                                                                                            RP BDY




                                                                                                                                                                                                        1.500m         0.5m



                                                                                                                                 MATCH                                                                                        25% MAX
                                                                                                                                 NATURAL SURFACE                                                                                           NATURAL SURFACE
                                                                                                                                                                                       37.4
                                                                                                                                 AT BOUNDARY                                                %
                                                                                                                                                                                                        2.5%
J:\2021\21617ID1_24 Katarina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\21617_CIVIL.dwg




                                                                                                                                                                  DESIGN SURFACE
                                                                                                                                                                                                       NEW FOOTPATH                                                                                                                                                                                                                                                                                                                                RL 35.97


                                                                                                                                                                                                                                                                                                                                                                                                                                                                             10.1%
                                                                                                                                                                                  EXISTING SEWER                                                                                                                                                                                                  RL 35.31          4.3%

                                                                                                                                                                                                               EXISTING STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                  INVERT FOR DRAINAGE



                                                                                                                                                                                                       SECTION                    004                                                                                                                                                                                                                                        SECTION                      024
                                                                                                                                                                                                       1:50                      SK200                                                                                                                                                                                                                                       1:50                        SK200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0     0.5    1   1.5   2      2.5 m




                                                                                                          COPYRIGHT ©                                                                                                          Associated Consultants                 Client                                                              Drawn                  Verified               Project                                                                         Drawing Title                                                                   Scale                  Sheet Size
                                                                                                                                                                                                                                                                                                                                          AR                     DR
                                                                                                          This drawing is subject to
                                                                                                          copyright in accordance with                                                                                         CHRIS CLOUT DESIGN MARK BAIN                                                                                                                             24 KATHARINA ST & 10 NATASHA AVE                                                PRELIMINARY DESIGN                                                               AS SHOWN                A1
                                                                                                          the agreement between TOD                                                                                                                                                                                                       Designed               Verified
                                                                                                          Consulting Pty Ltd (tc) and tc's                                                                                                        CONSTRUCTIONS                                                                           AR                     DR                     SHARED DRIVEWAY & EARTHWORKS                                                    TYPICAL SECTIONS                                                                Drawing Number
                                                                                                          client. This drawing shall only
                                                                                                          be used for this specific project.                                                                                                                                                                                              Approved               RPEQ No                RP DESCRIPTION       2 RP122891 & 135 RP92518                                                                                                                           21617-SK202
                                                                                                          This drawing shall not be used                                                                                                                                       Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190     -                      -                      LOCAL AUTHORITY      NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                        MCU APPROVAL         -                      HORIZ DATUM LOCAL                                        0      10     20    30    40         50   60               Sheet                   Revision
                                                                                                          for construction until marked as                                                                                                                                                PO Box 61, Noosaville, QLD 4566                 Signed
                                                                                                                                                 A     01.04.22      FOR INFORMATION                                  AR                                                       [email protected]     www.todconsulting.com                                                    ROL APPROVAL         -                      VERT DATUM AHD
                                                                                                          'Issued For Construction' in the
                                                                                                          revision description.                 Rev     Date         Revision Description                            Drawn                                                                     ABN 39 128 805 336                                                            01.04.22   OPW APPROVAL         -                      RL DATUM    LOCAL                                            MEASUREMENT BAR - INCREMENTS IN mm                           10 of 11            A
Log in to download the original file

RFI - Engineering.pdf · 10.7 MB (very large file)

Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.

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”.