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

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 36, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                    3m SEWER                                                                4m STORMWATER
                                                                                                                                                                                    EASEMENT                                                                   EASEMENT




                                                                                                                                                                                                                                                                 GRASSED
                                                                                                                                                                                                                                                                OVERLAND
                                                                                                                                                                                                                                                                FLOW PATH
                                                                                                                                                                                                                                                                                                                              STAFF AMENITIES




                                                                                                                                                                                                                                                                                 1.0m MIN
                                                                                                                                                                                                RL18.35                                                                                                                       FFL17.75
                                                                                                                     PROPOSED BATTER
                                                                                                                     1 IN 2 MAX
                                                                                                                     STABILISED WITH JUTE MAT                                                                                                    IL17.43
                                                                                                                     & PLANTING TO LANDSCAPE                                                                                                                                                                              PROPOSED IMPERVIOUS
                                                                                                                     ARCH SPEC.                                                                                                                                                                                           WALL
                                                                                                                                            Ø150 SEWER
                                                                                                                                                                                                                                          Ø600 STW PIPE
                                                                                                                                            MAIN
                                                                                                                                                                                                                                          IL16.29
                                                                                                                                            IL16.32                          1.5m                     1.5m
                                                                                                                                                                                                                                                           2m               2m



                                                                                                                                                                                                            SECTION                         D1
                                                                                                                                                                                                              SCALE 1:100 A1                D01




                                                                                                                                                                                                                                                                                                                                                BALCONY

                                                                                                                                                                                                                                          4.5m WIDE COMBINED
                                                                                                                                                                                                                                             SEWER & STW
                                                                                                                                                                                                                                               EASEMENT

                                                                                                                                                                                                                                   1.5m            1.5m            1.5m



                                                                                                                                                                                                                                                 OVERLAND




                                                                                                                                                                                                                                                                                            INVERT LEVEL (TYP)
                                                                                                                                                                                                                                                                                             TRIM PILE TO PIPE
                                                                                                                                                                                                                                                 FLOW PATH
                                                                                                                                                                                                                                                                                                                                                               SUITES
                                                                                                                                                                                                                                                                                                                                                BALCONY
                                                                                                                                            FALL 1% NOM                                                                                                                                                                                                        FFL18.0
                                                                                                                                                                                     RL18.0
                                                                                                                                                                                                                                                                             RL17.8


                                                                                                                                                                 PROPOSED BATTER                     IL17.05


                                                                                                                                                                                                                                                                                                                                                                                                             O N
                                                                                                                                                                                                                                                                                                                                                                                                            I
                                                                                                                                                                 1 IN 2 MAX




                                                                                                                                                                                                                                                                                                                                                                                                          T
                                                                                                                                                                 STABILISED WITH JUTE MAT                                                                                                                        ROCK GABION
                                                                                                                                                                 & PLANTING TO LANDSCAPE                                                                                                                         RETAINING WALL
                                                                                                                                                                                                                                                                             Ø600 STW PIPE



                                                                                                                                                                                                                                                                                                                                                                                                         A
                                                                                                                                                                 ARCH SPEC.
                                                                                                                                                                                       Ø150 SEWER MAIN                                                                       IL15.652
                                                                                                                                                                                       IL15.652   300min



                                                                                                                                                                                                                                                                                                                                                                                               M
                                                                                                                                                                                                                                                                                                 PROPOSED SHEET PILE TO
                                                                                                                                                                                                CLEARANCE                                                                                        MANUFACTURERS SPEC.




                                                                                                                                                                                                                                                                                                                                                                             O               R
                                                                                                                                                                                                                                                                                                                                                                           F
                                                                                                                                                                       PROPOSED Ø1800 RAPID
                                                                                                                                                                       INFILTRATION PIT (RIP)


                                                                                                                                                                                                                                                                                                           PROPOSED
                                                                                                                                                                                                                                                                                                                                                                   I     N
                                                                                                                                                                                                                                                                                                                                                             R
                                                                                                                                                                                                                                                                                                           BASEMENT
                                                                                                                                                                                                                                                                                                           FFL11.75




                                                                                                                                                                                                                                                                             500 NOM
                                                                                                                                                                                                                                                                                                                                                   F       O
                                                                                                                                                                                                          SECTION                          D2
                                                                                                                                                                                                            SCALE 1:100 A1                 D01


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 1
                                                                              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-D03                  3 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”.