Approved Plans and Documents - OPW22/0303

                                                                                                                       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                                                                                                                                                                         NOOSA COUNCIL
                                                                                                                                                       IL 8.52
                                                                                                                                                                                                                                                                                                                                                                                                                         APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                      OPW22/0303 21 APR 2023




                                                                                                                                                                                                                                                                                                                                                                                                      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
Document Set ID: 22315064
Version: 1, Version Date: 20/02/2023