Skip to the record
Beware of cheap imitations.

Original source · versioned page text

Further Advice Response 21-8-26 Attachment 1 - Updated Engineering Plans

of 10

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

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
                                                                                    LAKE COOROIBAH ROAD
                                                                                      7.0                 7.0




                                                                                                                                                                                   6.0
                                      7.0
                                                                                                                                                                                               5.0
                                                                                                                                                  6.0                                                                    LEGEND - PROPOSED
                                                                                                                                                                                                                           A
                                                                                                                                                                                                                        0.345ha        CATCHMENT AREA

                                                                                                                                                                                                                                       CATCHMENT BOUNDARY
                                                                                       10/5117
                                                                                             6.0                          0/1928                                                                                                       SITE BOUNDARY
                                                                                                                                                                                               4.0
                                                                                                                    A
                                                                                                                 0.345ha
                                                                                                                                    5.0                                                                                      LEGEND - EXISTING
                                                          6.0
                                                                                                                                                                                                                             5.0       CONTOURS MAJOR (1.0m INTERVAL)

                                                                                                                                                                                                                                       CONTOURS MINOR (0.2m INTERVAL)




                                                                                                                                                  4.0
                               6.0
  6.0




                                                                              5.0




                                                                                                                                                                                                                                                                                                                               1% AEP DEPTH = 94mm
                                                                                                                   B                                                                                                                                                                                                           1% AEP VELOCITY = 0.87m/s
                                                                                                                0.535ha                                                                                                                                                                                                        1% AEP DxV = 0.08m²/s
                        8/187554                                                                                                                                                                                                                                                                                                63% AEP DEPTH = 64mm
                                                                                                                                                                                                                                                                                                                                                           4.8m CARPARK
                                                                                                                                                                                              3.0                                                                                3.0m DRIVEWAY




                                                                                                                                                                                                                                                                                                                                            PB
                                                                                                                                                                             12/209011




                                                                                                                                                        3.0
                                                         5.0
                                                                                                      0




                                                                                                                                                                          3.0
                                                                                                   4.
                                                                                                                                                3.0
                                                                                                                                                                                                                                                                                                              MAXIMUM FLOWS - NODE A
                                                                                                                                                                                                                                                                                                                       SCALE 1:50
                                                                                                                         C
                                                                                                                      0.193ha


                                                                                                      2/1928
4.0                                                                                                                                                                                                                                                                                                                            1% AEP DEPTH = 109mm
                                 4.0




                                                                                                                                                                                                                                                                                                                               1% AEP VELOCITY = 1.56m/s
                                                                                                                                                                                                                                                                                                                               1% AEP DxV = 0.17m²/s
                                                                                                                                                                                                                                                                                                                                63% AEP DEPTH = 74mm
                                                                                                                                                                                                                                                                                                                                                           4.8m CARPARK
                                                               3.0




                                                                                                                                                                                                                                                                                 3.0m DRIVEWAY
                                                                                                                                                                    2.0




                                                                                                                                                                                                                                                                                                                                            PB
                                             4.0
      5.0




                                                                                                                                                                   2.0
                                                                                            3.0
                                                                                                                                                                                   2.0

                                                                                                                                                                                                                                                                                                              MAXIMUM FLOWS - NODE B
                                                                                                                                                                                                                                                                                                                       SCALE 1:50
                                                                                                                                 2.0




                                                                                                                                 INDICATES RAINWATER TANK AND
                                                                                                                                 OVERFLOW INFILTRATION TRENCH.
                                                                                                                                          2.0




                                                                                                                                                                                                                                                                                                                               1% AEP DEPTH = 125mm
                                                                                                                                                                                                                                                                                                                               1% AEP VELOCITY = 1.46m/s
                                                                                                                                                                                                     2.0
                                                                                                                                                                                                                                                                                                                               1% AEP DxV = 0.18m²/s
                                                                                                                                                        3.0                                                                                                                                                                     63% AEP DEPTH = 84mm
                                  0
                               3.




                                                                                                                                                                                                                                                                                                                                                           4.8m CARPARK
                                                                                                                                                                                                                                                                                 3.0m DRIVEWAY
                                                                                                                             0
                                                                                                                            2.




                                                                                                                                                                                                                                                                                                                                            PB
                                                                        2.0
                                                                                                                                       3.0




                                                                                                                                                                   2.0




                                                                                                                                                                                                                                                                                                              MAXIMUM FLOWS - NODE C
                                       2.0




                                                                                                                                                 1/1928                                                                                                                                                                SCALE 1:50
                2.0




                                                                                                                                                                            1.0




                                                   1.0
                                                               1.0




                                                                                                                                   2.0
                                                                             2.0




                                                                                                                                                                                         1.
                                                                                                                                                                                         0




                                                                                     STORMWATER CATCHMENT PLAN
                                                                                                          SCALE 1:750


      PRELIMINARY - NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                                    BRIAN WILLIAMS
                                                                                                                                                                                                           DESIGNED                          SCALE                                                                                                                        JOB CODE

                                                                                                                                                              SUNSHINE COAST OFFICE                        MAC VAN NAM
                                                                                                                                                                                                                                               0          1              2          3m
                                                                                                                                                                                                                                                                                           CLIENT


                                                                                                                                                              LEVEL 1, SHOP 1
                                                                                                                                                                                                           CHECKED
                                                                                                                                                                                                           MARK DAVIS
                                                                                                                                                                                                                                                        SCALE 1:50 (A1)
                                                                                                                                                                                                                                                                                           PROJECT
                                                                                                                                                                                                                                                                                                         NOOSA LAKELANDS ECO RESORT                                           P004250
                                                                                                                                                              51-55 BULCOCK STREET                         PROJECT MANAGER
                                                                                                                                                                                                           CAMERON BROMFIELD
                                                                                                                                                                                                                                                                                                         LOT 2 - 396 LAKE COOROIBAH ROAD
                                                                                                                                                              CALOUNDRA, QLD 4551                                                              0          15            30         45m
                                                                                                                                                                                                                                                                                           LOCATION                                                                       SHEET NUMBER   REV
                                                                                                                                                                                                           ENGINEERING CERTIFICATION
                                                                                                                                                              PH: (07) 3253 2222
4/12/2025
  DATE
            A
            REV
                      ISSUED IN RESPONSE TO RFI DATED 17/10/2025
                      DESCRIPTION
                                                                                                                   FINN
                                                                                                                   REC
                                                                                                                            CB
                                                                                                                           APP               PART OF THE      WEB: www.premise.com.au
                                                                                                                                                                                                                                                        SCALE 1:750(A1)
                                                                                                                                                                                                                                                                                           SHEET TITLE
                                                                                                                                                                                                                                                                                                         STORMWATER CATCHMENT PLAN AND CALCULATIONS                           C400        A
                                                                 REVISIONS                                                                    mey GROUP                                                    CAMERON BROMFIELD RPEQ No:34164              ORIGINAL SHEET SIZE A1
Log in to download the original file

Further Advice Response 21-8-26 Attachment 1 - Updated Engineering Plans.pdf · 3.7 MB (large file)

Large file: the download may take up to a minute.

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”.