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

Council archive · source document

Response to Information Request 10-6-2025 Overland Flow Assessment · OPW25/0042

of 66

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

Check the original when the exact wording matters.

Very large file (13.3 MB): the original may take a few minutes to open or download. The page text below is quick to read.

Original PDF page 37, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                            SUITES
                                                                                                                                                                                                            OVER
                                                                                                                                                                                                            FFL22.25



                                                                                                                                                                                                                              OVERLAND
                                                                                                                                                                                                                              FLOW PATH

                                                                                                                                                                                                                    4.275m WIDE SHARED




                                                                                                                                                                                                                                                    VERTICLE CLEARANCE 5.25m
                                                                                                                                                                                                                        VOLUMTERIC
                                                                                                                                                                                                                        SEWER & STW
                                                                                                                                                                                                                         EASEMENT
                                                                                                                                                                        FFL19.0




                                                                                                                                                                                                                                                                                            INVERT LEVEL (TYP)
                                                                                                                                                                                                                                                                                             TRIM PILE TO PIPE
                                                                                                                                                                                                       1.275m                    1.5m           1.5m


                                                                                                                                                                                                                                                                               RL17.8
                                                                                                                              RETAINING WALL TO
                                                                                                                              STRUCTURAL                                                                IL16.75
                                                                                                                              ENGINEER'S DETAILS
                                                                                                                                                                                                                                                                                                                 ROCK GABION
                                                                                                                                                                                                 300min                                                                           Ø600 STW PIPE                  RETAINING WALL
                                                                                                                                                                                               CLEARANCE                                                                          IL15.084

                                                                                                                                                         Ø150 SEWER MAIN
                                                                                                                                                         IL15.084




                                                                                                                                            PROPOSED Ø1800 RAPID
                                                                                                                                            INFILTRATION PIT (RIP)
                                                                                                                                                                                                                                                                                                PROPOSED
                                                                                                                                                                                                                                                                                                BASEMENT
                                                                                                                                                                                                                                                                                                FFL12.0




                                                                                                                                                                                                                                                                                                                                                                                           N
                                                                                                                                                                                                                                                                                         PROPOSED SHEET PILE TO
                                                                                                                                                                                                                                                                               500 NOM   MANUFACTURERS SPEC.

                                                                                                                                                                                                                                        SECTION                                 D3

                                                                                                                                                                                                                                                                                                                                                                                       I O
                                                                                                                                                                                                                                                                                                                                                                                     T
                                                                                                                                                                                                                                        SCALE 1:100 A1                          D01




                                                                                                                                                                                                                                                                                                                                                                 A
                                                                                                                                                                                                                                                                                                                                                          O    RM
                                                                                                                                                                                                                                                                                                                                                      N F
                                                                                                                                                                                                                                                                                                                                                     I
                                                                                                                                                                                                                                                                                                                                      O R
                                                                                                                                                                                                                                                                                                                                  F

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       PBL                                                                                                                                                                           PROJECT:                                            DRAWING TITLE:
                                                                                                                                                                                                                                        Brah 101 pty ltd t/a Alta Projects
                                                                                                               Drawn: PBL                                                                                                                                                                                                                                DRAINAGE CROSS SECTIONS - SHEET 2
                                                                              PRELIMINARY                       Date: AUG 2022
                                                                                                                                                                                                                                        A.B.N. 91 611 354 511
                                                                                                                                                                                                                                        26 Memorial Avenue, Cotton Tree                              PROPOSED HOTEL
                                                                                    NOT FOR CONSTRUCTION                                                                                                                                PO Box 559, Cotton Tree, QLD, 4558                                                                                                                 Revision    Sheet
                                                                                                            Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                        Tel (07) 5475 4125 Fax (07) 5479 1607                        at 3-7 SERENITY CLOSE, NOOSA HEADS                  DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                          A6769-24-D04                4 of
                                                                                                                                                                                                                                        Email: [email protected]
                                                                               .......................
                                                                                   DIRECTOR APPROVAL             Datum AHD
                                                                                                                                                                                                                                        Web: http://www.alta.net.au                                  for CALILE MALOUF INVESTMENTS
 REV   DATE                      DESCRIPTION                     BY    CHKD        RPEQ - 4784                    A1 SHEET SIZE             FILENAME : a6769-24-D03-D06 DRAINAGE SECTIONS.dwg - DATE : 27/2/25 - 11:36am - XREF's:                                                                                                    Council Ref:

Used in these records

About this file

File size
13.3 MB (very large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Response to Information Request 10-6-2025 Overland Flow Assessment.pdf · 13.3 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”.