Skip to the record
Mmm.. taste the original NoosaWatch™

Original source · versioned page text

Appendix I - Stormwater Management Plan

Attached to the e-mail MCU14/0083 Appendices.

of 77

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
                                                                                                                                                                                                                                                                                                                                                                                            N1
                                                                                                                                                                                 5/1


                                                                                                                                                                                                                        4/1


                                                                                                                                                                                                                                                                  3/1


                                                                                                                                                                                                                                                                                                               2/1


                                                                                                                                                                                                                                                                                                                                                      1/1




                                                                                                                                                                                                                                                                                                                                                                                                                             1/2


                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2/1
                                                                                                                                                  STRUCTURE




                                                                                                                                                                                  Enviropod or approved equivalent



                                                                                                                                                                                                                            Enviropod or approved equivalent



                                                                                                                                                                                                                                                                      Enviropod or approved equivalent



                                                                                                                                                                                                                                                                                                                Enviropod or approved equivalent




                                                                                                                                                                                                                                                                                                                                                                                                                              Enviropod or approved equivalent



                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Enviropod or approved equivalent
                                                                                                                                                  NAME




                                                                                                                                                                                                                                                                                                                                                          New 2440 dia. Stormwater 360
                                                                                                                                                                                  900x600 Field Inlet with



                                                                                                                                                                                                                            900x600 Field Inlet with



                                                                                                                                                                                                                                                                      900x600 Field Inlet with



                                                                                                                                                                                                                                                                                                                900x600 Field Inlet with




                                                                                                                                                                                                                                                                                                                                                                                                                              900x600 Field Inlet with



                                                                                                                                                                                                                                                                                                                                                                                                                                                                        900x600 Field Inlet with
                                                                                                                                                                                                                                                                                                                                                                                                Existing Gully Pit
                                                                                                                                                  STRUCTURE




                                                                                                                                                                                                                                                                                                                                                          Manhole Filter
                                                                                                                                                  DISCRIPTION




                                                                                                                                                  PIPE SIZEmm (Class)                                       225(2)                                   225(2)                                    225(2)                                    225(2)                                 225(2)                                                                 225(2)


                                                                                                                                                  PIPE GRADE %                                                3.10%                                     3.91%                                     1.12%                                     2.00%                                  9.80%                                                                  2.79%
                                                                                                                                                                                                              32.27                                     25.56                                     89.28                                     50.00                                  10.21                                                                  35.82
                                                                                                                                                  PIPE SLOPE 1 in X
                                                                                                                                                  FULL PIPE FLOW VELOCITY (m/s)                                      0.80                                      0.92                                      1.01                                      1.89                                  1.89                                                                    0.80
                                                                                                                                                                                                                     1.89                                      2.14                                                                                                                      3.62
                                                                                                                                                  PART FULL FLOW VELOCITY (m/s)
                                                                                                                                                                                                    DATUM RL 7.0
                                                                                                                                                                                  18.486



                                                                                                                                                                                                                            18.098



                                                                                                                                                                                                                                                                      17.870



                                                                                                                                                                                                                                                                                                                17.746



                                                                                                                                                                                                                                                                                                                                                          16.988



                                                                                                                                                                                                                                                                                                                                                                                                15.850



                                                                                                                                                                                                                                                                                                                                                                                                                              18.004



                                                                                                                                                                                                                                                                                                                                                                                                                                                                        17.746
                                                                                                                                                  WATER LEVEL
                                                                                                                                                  IN STRUCTURE
                                                                                                                                                                                  18.486
                                                                                                                                                                                  18.254


                                                                                                                                                                                                                            18.091
                                                                                                                                                                                                                            18.014


                                                                                                                                                                                                                                                                      17.870
                                                                                                                                                                                                                                                                      17.837


                                                                                                                                                                                                                                                                                                                17.740
                                                                                                                                                                                                                                                                                                                17.409


                                                                                                                                                                                                                                                                                                                                                          16.988
                                                                                                                                                                                                                                                                                                                                                          16.424


                                                                                                                                                                                                                                                                                                                                                                                                15.850



                                                                                                                                                                                                                                                                                                                                                                                                                              18.004
                                                                                                                                                                                                                                                                                                                                                                                                                              17.799


                                                                                                                                                                                                                                                                                                                                                                                                                                                                        17.740
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        17.409
                                                                                                                                                  HYDRAULIC
                                                                                                                                                  GRADE LEVEL
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg




                                                                                                                                                  PIPE FLOW
                                                                                                                                                                                                               0.033                                     0.038                                     0.041                                     0.078                                 0.078                                                                   0.033
                                                                                                                                                  (Cumecs)

                                                                                                                                                  PIPE CAPACITY                                                0.083                                     0.093                                     0.050                                     0.066                                 0.147                                                                   0.079
                                                                                                                                                  AT GRADE (Cumecs)
                                                                                                                                                                                                     1.295


                                                                                                                                                                                                                            1.195
                                                                                                                                                                                                                            1.215


                                                                                                                                                                                                                                                                      1.295
                                                                                                                                                                                                                                                                      1.315


                                                                                                                                                                                                                                                                                                                1.395
                                                                                                                                                                                                                                                                                                                1.495


                                                                                                                                                                                                                                                                                                                                                          1.475
                                                                                                                                                                                                                                                                                                                                                          2.405


                                                                                                                                                                                                                                                                                                                                                                                                1.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.874


                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.495




                                                                                                                                                  DEPTH TO INVERT
                                                                                                                                                                                                     18.025


                                                                                                                                                                                                                            17.805
                                                                                                                                                                                                                            17.785


                                                                                                                                                                                                                                                                      17.425
                                                                                                                                                                                                                                                                      17.405


                                                                                                                                                                                                                                                                                                                17.265
                                                                                                                                                                                                                                                                                                                17.165


                                                                                                                                                                                                                                                                                                                                                          17.125
                                                                                                                                                                                                                                                                                                                                                          16.195


                                                                                                                                                                                                                                                                                                                                                                                                15.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                 17.500


                                                                                                                                                                                                                                                                                                                                                                                                                                                                        17.165




                                                                                                                                                  INVERT LEVEL
                                                                                                                                                  OF DRAIN
                                                                                                                                                                                  19.320



                                                                                                                                                                                                                            19.000



                                                                                                                                                                                                                                                                      18.720



                                                                                                                                                                                                                                                                                                                18.660



                                                                                                                                                                                                                                                                                                                                                          18.600



                                                                                                                                                                                                                                                                                                                                                                                                16.000



                                                                                                                                                                                                                                                                                                                                                                                                                              19.374



                                                                                                                                                                                                                                                                                                                                                                                                                                                                        18.660




                                                                                                                                                  DESIGN SURFACE
                                                                                                                                                  LEVEL

                                                                                                                                                  REACH LENGTH                                           7.100m                                    9.200m                                12.500m                                       2.000m                              12.200m                                                               12.000m


                                                                                                                                                  LINE                                                                                                                                                     1                                                                                                                                                       2



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PRELIMINARY ISSUE
                                                                                                                                                                        CLIENT                                                                                                                                                                                                                                                                                                                                                                         APPROVED   SCALE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1:1000   0   10   20     30   40     50   60   A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
                                                                                                                                                                            MOGPROP                                                                                                                                                                                                                                                                                                                                                                               1:2000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    HORIZONTAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 A3
                                                                                            PROJECT MANAGEMENT - ENGINEERING - PLANNING
                                                                                                                                                                        MANAGEMENT PTY LTD                                                                                                                                                                                                                                                                                                                                                                         1:100   0   1    2              4        6    A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DRAINAGE LONGITUDINAL SECTION
                                                                                            SUNSHINE COAST      MACKAY           CAIRNS                                                                                                                                                                                                                                                                                                                                                                                                                RPEQ
                                                                                            (07) 5493 3649      (07) 4957 4988   (07) 4041 5118                                                                                                                                                                                                                                                                                                                                                                                                                    1:200                                         A3
                                                                                                                                                                                                                                                                                                            1                   PRELIMINARY ISSUE                                                                                                                                                          07/08/14    RH      KP       JB      ----                                    VERTICAL                      DRAWING NUMBER                                REVISION

                                                                                            projexpartners.com.au                                                                                                                                                                                          No.                                                                                                       Description                                                                            Date      Drawn   Design   Check   RPEQ                                                                                    205-002-C11.01                    1
                                                                                                                                                                                                                                                                                                          THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
Log in to download the original file

Appendix I - Stormwater Management Plan .pdf · 7.1 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”.