Skip to the record
Accept no substitutions.

Council archive · source document

Attachment 8 - Interim Stormwater Management Plan - TOPO · 132005.638.06

of 60

Check the original when the exact wording matters.

Plans and drawings: the text below has words only, no drawings.

Very large file (19.4 MB): may take a few minutes to open.

Log in to see the plans as drawn
LEGEND:
           PAD FALL
                                                                                                           14.60 INVERT
                                                                                                           15.05 TOB
   11.40   EXISTING LEVEL

  11.42    PROPOSED LEVEL
                                                                                                                                                          IL 14.50
           CLEAN WATER DRAIN
                                                                                                                                                        15.60 INVERT
                                                                                                                      9600




                                                                                                     IL 14.61 TWIN 525 DIA.                             16.05 TOB
           DIRTY WATER DRAIN                                                                                                                            (TO GAIN COVER OVER PIPE)

           CULVERT                                                                                   ACCESS TRACK- 15.84




                                                                             ACCESS TRACK TO BE RAISED ALONG ENTIRE
                                                                             TRACK UNLESS CLEAN WATER CULVERT CAN BE
                                                                             ALTERED DUE TO COVER ISSUES. DIRTY WATER
                                                                                                                                                                     DW5          16.10 INVERT
                                                                             DRAIN RAISES 1m (CONCEPT DESIGN) DUE TO
                                                                                                                                                                                  16.50 TOB
                                                                             COVER REQUIREMENTS AND CURRENT DIRTY
                                                                             WATER PIPE BEING TOO LOW FOR PROPOSED BASIN                                                              SIGNIFICANT FILL TO TRACK
                                                                                                                                                                                      ALONG THIS SECTION
                                                                                                                                                    ACCESS TRACK - 15.70




                                                                                                                                         DRAIN TO BE RAISED ALONG
                                                                                                                                         SIDE OF ACCESS TRACK


                                                                                                                                                                                                                   9734




                                                                                                                                                                                                                               IL 15.10
                                                                                                                                                                            ACCESS TRACK - 16.75

                                                                                                                                                                                                                                             16.70 INVERT
                                                                                                                                                                                    IL 15.73 600 DIA.                                        17.00 TOB

                                                                                                                                             9000




                                                                                                                                                                                                                                               ACCESS TRACK - 17.22                         AREA TO BE STABILISED
                                                                                                                                                                                                                                                                                            AND BYPASSED TO
                                                                                                                                                                                                                                                                                            CLEAN WATER DRAIN
                                                                                                                                                                                                                                       NEW CULVERT
                                                                                                                                                                                                                                       10%AEP - 450mm DIA.
                                                                                                                                                                                                                                       1%AEP - 600mm DIA.




                                                                                                                                                                                                                           CLIENT                                              PROJECT
                                                                                                               0                    30                                                            COPYRIGHT C                                   NOOSA COUNCIL                                    NOOSA LANDFILL - RRA BASIN
                                                                                                                                                                                              TOPO GROUP PTY LTD
                                                                                                                                                                                                                           DRAWN                   DESIGNED      DATE          DRAWING TITLE

                               B       REVISION FOLLOWING CLIENT COMMENTS       KR        29/04/24                   SCALE 1:1500                                                     THIS DOCUMENT MAY NOT BE COPIED OR            KR                      KR      16/04/24                    CONCEPT DRAINAGE AND BASIN
                                                                                                                                                           ISSUED FOR USE             TRANSMITTED IN ANY FORM OR BY ANY
                               A       ORIGINAL ISSUE                           KR        16/04/24                                                                                    MEANS IN PART OR IN WHOLE WITHOUT
                                                                                                                                                                                                                           RPEQ / SIGNATURE (IF REQUIRED)                                      CONCEPT DRAINAGE - SHEET 2 OF 2
                                                                                                                                    A3                                                THE WRITTEN CONSENT OF TOPO GROUP                                                        PROJECT No                  DRAWING No            REVISION
                            REVISION   DESCRIPTION                          APPROVED BY   DATE
                                                                                                             NORTH
                                                                                                                                                                                                    PTY LTD.                            CPESC - 5395, RPEQ - 15954                          24-0078-C                   D03           B

Used in these records

About this file

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

No other editions are linked here.

Original file

Log in to download the original file

Attachment 8 - Interim Stormwater Management Plan - TOPO.pdf · 19.4 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”.