Skip to the record
Every meeting, every word.

Original source · versioned page text

16-02-23 Noosa Council Ltr

of 60

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 (13.5 MB): the original may take a few minutes to open or download. The page text below is quick to read.

Original PDF page 26, section 1. The text section number identifies this passage in the reader.

                                                                                EX2/01




                                                                                                                                                                  EX2/02




                                                                                                                                                                                                                                                HW2/03
                                    FI1/01




                                                                                                                      FI1/02




                                                                                                                                                                                                             FI1/03
STRUCTURE
NAME                                                                                                                                                                                                                                                                                                                                NOTE:
                                                                                                                                                                                                                                                                                                                                    REFER IPWEA STD DWG DS-050




                                                                                                                                                                                                                                                         PRECAST CONCRETE HEADWALL
                                     900 x 900 GRATE WITH DOME TOP




                                                                                                                       900 x 900 GRATE WITH DOME TOP




                                                                                                                                                                                                                                                 WITH GROUTED ROCK SCOUR PROTECTION
                                                                                                                                                                                                              STD FIELD INLET TYPE 2B
                                               STD FIELD INLET TYPE 2




                                                                                                                                 STD FIELD INLET TYPE 2




                                                                                                                                                                                                                      900 x 600 GRATE
                                                                                 100% INLET CAPTURE DUMMY PIT




                                                                                                                                                                   100% INLET CAPTURE DUMMY PIT
                                                                                                                                                                                                                                                                                                                                    FOR FIELD INLETS.



STRUCTURE
DESCRIPTION




                 FINISHED SURFACE

                                                                                                                                                                   ADJUST EX.
              NATURAL SURFACE                                                                                                                                      PIT TO SUIT
                                                                                                                                                                   DESIGN LEVEL

                       Q10 HGL




                                                                                                                                                                                                  EX. 450Ø
                                                                                                                EX. 450Ø
                                                                                                                                                                                                  IL 7.58
                                                                                                                IL 8.52




                                                                                                                                                                                                                                                                                                                                                               CONSULTANT: MPN CONSULTING PTY LTD
                                                                                                                                                                                                                                                                                                                                                               CONTACT: LACHLAN STEPHENSON
                                                                                                                                                                                                                                                                                                                                                               (RPEQ 16903)
                                                                                                                                                                                                                                                                                                                                                               TELEPHONE: (07) 3335 4595

                                                                                                                                                                                                                                                                                                                                                                                                         DATE 25.11.2022
PIPE SIZE (mm)                                                          300Ø                                                                              300Ø                                                                          300Ø
PIPE CLASS                                                                2                                                                                 2                                                                             2

PIPE GRADE (%)                                                      0.52%                                                                             0.64%                                                                         0.52%
PIPE SLOPE (1 in X)                                                1 in 192                                                                          1 in 156                                                                      1 in 191

FULL PIPE VELOCITY (m/s)                                                 0.59                                                                             0.64                                                                           0.57
PART FULL VELOCITY (m/s)                                                 1.03                                                                             1.14                                                                           1.02
                                                                                                                                                                                                                                                                                                                                                                2      25.11.22 FOR APPROVAL                                          KC      LS
DATUM RL                                                -5.0                                                                              -6.0                                                                              -5.0                                                                                                                                1      11.11.22 FOR COORDINATION                                      KC      LS

H.G.L IN PIPE &                                                                                                                                                                                                                                                                                                                                                ISSUE DATE                       AMENDMENT                             BY     APP
                                     9.011
                                     8.886

                                                                             8.860
                                                                             8.860
                                                                             8.860




                                                                                                                       9.012
                                                                                                                       8.867

                                                                                                                                                               8.850
                                                                                                                                                               8.850
                                                                                                                                                               8.850




                                                                                                                                                                                                              9.980
                                                                                                                                                                                                              9.875

                                                                                                                                                                                                                                             9.850
                                                                                                                                                                                                                                             9.850
                                                                                                                                                                                                                                             9.850




W.S.E IN STRUCTURE                                                                                                                                                                                                                                                                                                                                                  COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
                                                                                                                                                                                                                                                                                                                                                                               WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
                                                                                                                                                                                                                                                                                                                                                                               CONSULTING PTY LIMITED 2018 ©


PIPE FLOW (m3/s)                                                        0.042                                                                             0.046                                                                         0.040

                                                                                                                                                                                                                                                                                                                                                               ABN: 39 062 191 799                                             P: 61 7 3335 4555
PIPE CAPACITY (m3/s)                                                    0.070                                                                             0.078                                                                         0.070                                                                                                                  39 Sherwood Road, Toowong, Qld, 4066                   E: [email protected]




DEPTH OF INVERT
                                                        0.800


                                                                                 1.420
                                                                                 1.450




                                                                                                                                          0.869


                                                                                                                                                                   0.684
                                                                                                                                                                   1.604




                                                                                                                                                                                                                           0.445


                                                                                                                                                                                                                                                 0.300
                                                                                                                                                                                                                                                 0.300




INVERT LEVEL
                                                        8.650


                                                                                 8.550
                                                                                 8.520




                                                                                                                                          8.550


                                                                                                                                                                   8.500
                                                                                                                                                                   7.580




                                                                                                                                                                                                                           9.535


                                                                                                                                                                                                                                                 9.450
                                                                                                                                                                                                                                                 9.450




OF DRAIN




                                                                                                                                                                                                                                                                                                                                        NOT FOR CONSTRUCTION
DESIGN SURFACE
                                     E 504853.786 9.450




                                                                                 E 504867.490 9.970




                                                                                                                       E 504845.772 9.419




                                                                                                                                                                   E 504844.306 9.184




                                                                                                                                                                                                              E 504870.762 9.980




                                                                                                                                                                                                                                                 E 504856.571 9.750




LEVEL                                                                                                                                                                                                                                                                                                                                                           LOT 22 MEDIHUB
                                                                                                                                                                                                                                                                                                                                                                NOOSA BUSINESS CENTRE
                                     N 7078481.206




                                                                                 N 7078467.828




                                                                                                                       N 7078511.045




                                                                                                                                                                   N 7078518.686




                                                                                                                                                                                                              N 7078472.572




                                                                                                                                                                                                                                                 N 7078480.540




SETOUT                                                                                                                                                                                                                                                                                                                                                          28 EENIE CREEK ROAD
COORDINATES                                                                                                                                                                                                                                                                                                                                                     NOOSAVILLE, QLD 4566

                                                                                                                                                                                                                                                                                                                                                                           STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                   0    1     2     3     4    5                                           LONGITUDINAL SECTIONS
                                                                                 19.151




                                                                                                                                                                                                                                                 16.275




CHAINAGE
                                     0.000




                                                                                                                       0.000




                                                                                                                                                                   7.780




                                                                                                                                                                                                              0.000




                                                                        19.151                                                                            7.780                                                                         16.275                                          VERTICAL                                                               DESIGN: KC             DRAWN:      KC          SCALES:       AS SHOWN
                                                                                                                                                                                                                                                                                                   SCALE 1:100 (A1) 1:200 (A3)                                 CHKD:                  APPRD:                  DATE:
LINE                                                                     1                                                                                 2                                                                             3                                                                                                                          mpn JOB             DRAWING No.                                        REV
                                                                                                                                                                                                                                                                                                   0    10   20    30    40    50
                                                                                                                                                                                                                                                                                      HORIZONTAL
                                                                                                                                                                                                                                                                                                   SCALE 1:1000 (A1) 1:2000 (A3)
                                                                                                                                                                                                                                                                                                                                                                 8662 SW.3.101C 2
                                                                                                                                                                                                                                                                                                                                                                   FOR APPROVAL
Log in to download the original file

16-02-23 Noosa Council Ltr.pdf · 13.5 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”.