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

Original source · versioned page text

RFI - Stormwater Management Plan

of 67

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 (13.7 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 16, section 2. The text section number identifies this passage in the reader.

Plans and drawings

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

Log in to see the plans as drawn
|
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Y m² 0
                                                                                                                                                                                                                                                                                                                                                                                                                                             9
                                                                                                                                                                                       9.5




                                                                                                                                                                                           | |                                                                                                                                                                                                                                                 |




                                                                                                                                                                                                                                                                                                                                                                                                                                                   .0
                                                                                                                                                                                       |                                                                                                                                                                                                                                                                                               ||
                                                                                                                                                                                                                     RL




                                                                                                                                                                                                                                                                                                                                                                                                                                                    |
                                                                                                                                                                                                                                                                                                                                                                                                                                                         ||




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BA
                                                                                                                                                                                         0




                                                                                                                                                                                                                                                                                                                                 OVERFLOW WEIR                                                                                                                        ||                    ||
                                                                                                                                                                                                                       9.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ||




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               | | | | | | | | | | | | | | | | | | | | | | |
                                                                                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           |
                                                                                                    D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RL
                                                                                                                                                                                                                                                                                                               S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9.5
                                                                                                                                                                                                                                                                  S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                          S                     S                       S                                                                                                                                                                                                                                       PROPOSED BUNDED SWALE
                                                                                                                                                                                                                                           EMERGENCY OVERFLOW VIA                                                                                                                                                               BUND LEVEL
                                                                                                                                                                                                                                           ROCK PROTECTED WEIR                                                                                                                                                                  RL9.5 MIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D
                                                                                                                                                                             H
                                                                                                                                                                OTPAT                                                                                                                                                                                                                 EXI
                                                                                                                       D




                                                                                                                                                       TE FO                                                                                                                                                                                                                             STI
                                                                                                                                              G CO NCRE                                                                                                                                                                                                                                     NG
                                                                                                                                     E XISTIN                                                                                                                                                                                                                                                              CO
                                                                                                                                                                                                                                                                                                                                                                                                              N      CR
                                                                                                                                                                                                                                                                                                                                                                                                                           ETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CH OU 59
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                                                                                     FOO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            L 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EC NGm²
                                                                                                                                                                                                                                                                                                                                                                                                                                                   TPA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              K E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D
                                                                                                                                                                                                                                                                                                                                      NOTE: ALL WORKS TO BE
                                                                                                                                                                                                                                                                                                                                      UNDERTAKEN UNDER STRICT
                                                                                                                                                                                                                                                                                                                                      GUIDEANCE OF ARBORIST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0             5            10          15           20         25

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SCALE 1:250 (A1), 1:500 (A3)



        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
                                                                                                                                                                                                                                                                                                                                                                                                                                     A.B.N. 91 611 354 511                                                                                                                                                                                                                   RAPID INFILTRATION PIT LAYOUT
                                                                                                                                                                                 FOR APPROVAL                                                    Date: AUG 2022                                                                                                                                                                      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:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              A6769-23-SMP04                                A             4 of
                                                                                                                                                                                    STEVEN HARRISON
                                                                                                                                                                                                                                                                                                                                                                                                                                     Email: [email protected]
            A            10/07/2023              ISSUE FOR APPROVAL                                                                                       PBL         S.H.
                                                                                                                                                                                 .......................
                                                                                                                                                                                     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 : a6769-23-SMP04 RIP layout.dwg - DATE : 10/7/23 - 1:32pm - XREF's: X-TREE ZONE; X-BASE; X-SURVEY; X-ARCH 3 ground; X-ARCH 1 basement; X-ARCH 2 lower ground; X-ARCH 4 level01; X-LANDSCAPE UPPER; H-Approved-SH; H-Checked-SH                                                                                                     Council Ref:
Log in to download the original file

RFI - Stormwater Management Plan.pdf · 13.7 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”.