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18556-C119_[G]

Attached to the e-mail IDAS Form 5 - Minor Change Application - 64 Gateway Dr Noosaville.

of 1

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                                                                           G1/12




                                                                                                                          G2/12


                                                                                                                                                             G3/12




                                                                                                                                                                                                                             G1/16




                                                                                                                                                                                                                                                                                            G2/18




                                                                                                                                                                                                                                                                                                                                                                                 G1/19
                                                                                                                                                                                                                                                                                                                                        EX3/18




                                                                                                                                                                                                                                                                                                                                                                                                                              MH2/19
                                                                                                                                                                                              G4/7




                                                                                                                                                                                                                                                                      G3/7
                STRUCTURE
                NAME




                                                                            GULLY PIT 900 x 600




                                                                                                                           GULLY PIT 900 x 600




                                                                                                                                                              GULLY PIT 900 x 600




                                                                                                                                                                                              GULLY PIT 900 x 600




                                                                                                                                                                                                                              GULLY PIT 900 x 600




                                                                                                                                                                                                                                                                      GULLY PIT 900 x 600




                                                                                                                                                                                                                                                                                                                                          EXISTING MANHOLE
                                                                                                                                                                                                                                                                                             GULLY PIT - 2.4m LINTEL




                                                                                                                                                                                                                                                                                                                                                                                  GULLY PIT - 2.4m LINTEL




                                                                                                                                                                                                                                                                                                                                                                                                                               BUILT OVER EXISTING Ø1050 PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                         1350mm DIA MANHOLE
                STRUCTURE
                DESCRIPTION




                                                              NATURAL SURFACE                                 DESIGN SURFACE




                                                                                                              Q10 HGL




                PIPE SIZE (mm)                                                                            300Ø                                       300Ø                           375Ø                                                                    300Ø                                                                375Ø                                                                                375Ø
                PIPE CLASS                                                                                  2                                          2                              2                                                                       2                                                                   2                                                                                   2

                PIPE GRADE (%)                                                                            1.02%                                     0.71%                           1.65%                                                                   4.66%                                                               0.62%                                                                               2.88%
                PIPE SLOPE (1 in X)                                                                       1 in 98                                  1 in 141                         1 in 60                                                                 1 in 21                                                            1 in 161                                                                             1 in 35

                FULL PIPE VELOCITY (m/s)                                                                   1.38                                       1.15                           2.04                                                                    2.95                                                               1.25                                                                                 2.70
                PART FULL VELOCITY (m/s)                                                                   0.88                                       0.82                           1.37                                                                    1.59                                                               1.27                                                                                 1.20

                 DATUM RL                                                                         -3.0                                                                                                                                              -3.0                                                               -2.0                                                                                 -2.0
                                                                              3.285
                                                                              3.276




                                                                                                                             3.274
                                                                                                                             3.272



                                                                                                                                                                3.270
                                                                                                                                                                3.259



                                                                                                                                                                                                3.258
                                                                                                                                                                                                3.141




                                                                                                                                                                                                                                3.358
                                                                                                                                                                                                                                3.344



                                                                                                                                                                                                                                                                        3.344
                                                                                                                                                                                                                                                                        3.323




                                                                                                                                                                                                                                                                                               4.872
                                                                                                                                                                                                                                                                                               4.709




                                                                                                                                                                                                                                                                                                                                                             4.705




                                                                                                                                                                                                                                                                                                                                                                                    4.310
                                                                                                                                                                                                                                                                                                                                                                                    4.306




                                                                                                                                                                                                                                                                                                                                                                                                                                                4.109
                H.G.L IN PIPE &
                W.S.E IN STRUCTURE
                PIPE FLOW                                                                                 0.010                                      0.012                          0.027                                                                   0.012                                                               0.074                                                                               0.009
                (Cumecs)
                PIPE CAPACITY                                                                             0.098                                      0.081                          0.226                                                                   0.209                                                               0.138                                                                               0.298
                AT GRADE (Cumecs)
                                                                                                  0.913




                                                                                                                             1.010
                                                                                                                             1.030



                                                                                                                                                                0.870
                                                                                                                                                                0.890



                                                                                                                                                                                                0.905
                                                                                                                                                                                                0.980




                                                                                                                                                                                                                                                    1.020



                                                                                                                                                                                                                                                                        0.860
                                                                                                                                                                                                                                                                        0.965




                                                                                                                                                                                                                                                                                                                       1.360



                                                                                                                                                                                                                                                                                                                                           1.608
                                                                                                                                                                                                                                                                                                                                           2.625




                                                                                                                                                                                                                                                                                                                                                                                                            1.500



                                                                                                                                                                                                                                                                                                                                                                                                                                1.200
                DEPTH TO INVERT                                                                                                                                                                                                                                                                                                                                                                                                 2.010
                                                                                                  2.960




                                                                                                                             2.750
                                                                                                                             2.730



                                                                                                                                                                2.670
                                                                                                                                                                2.650



                                                                                                                                                                                                2.595
                                                                                                                                                                                                2.520




                                                                                                                                                                                                                                                    2.930



                                                                                                                                                                                                                                                                        2.775
                                                                                                                                                                                                                                                                        2.670




                                                                                                                                                                                                                                                                                                                       4.350



                                                                                                                                                                                                                                                                                                                                           4.330
                                                                                                                                                                                                                                                                                                                                           3.313




                                                                                                                                                                                                                                                                                                                                                                                                            4.240



                                                                                                                                                                                                                                                                                                                                                                                                                                4.060
                                                                                                                                                                                                                                                                                                                                                                                                                                3.250


                INVERT LEVEL
                OF DRAIN
                                                                              3.873




                                                                                                                             3.760




                                                                                                                                                                3.540




                                                                                                                                                                                                3.500




                                                                                                                                                                                                                                3.950




                                                                                                                                                                                                                                                                        3.635




                                                                                                                                                                                                                                                                                               5.710




                                                                                                                                                                                                                                                                                                                                           5.938




                                                                                                                                                                                                                                                                                                                                                                                    5.740




                                                                                                                                                                                                                                                                                                                                                                                                                                5.260




                DESIGN SURFACE
                LEVEL
                                                                               E 504342.022




                                                                                                                              E 504323.293




                                                                                                                                                                 E 504317.239




                                                                                                                                                                                                 E 504317.769




                                                                                                                                                                                                                                 E 504291.374




                                                                                                                                                                                                                                                                         E 504291.905




                                                                                                                                                                                                                                                                                                E 504189.983




                                                                                                                                                                                                                                                                                                                                            E 504186.775




                                                                                                                                                                                                                                                                                                                                                                                     E 504195.189




                                                                                                                                                                                                                                                                                                                                                                                                                                 E 504189.924
                                                                              N 7079238.645




                                                                                                                             N 7079247.126




                                                                                                                                                                N 7079253.031




                                                                                                                                                                                                N 7079256.315




                                                                                                                                                                                                                                N 7079257.211




                                                                                                                                                                                                                                                                        N 7079260.495




                                                                                                                                                                                                                                                                                               N 7079254.026




                                                                                                                                                                                                                                                                                                                                           N 7079254.292




                                                                                                                                                                                                                                                                                                                                                                                    N 7079271.582




                                                                                                                                                                                                                                                                                                                                                                                                                                N 7079274.941




                SETOUT
                COORDINATES                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            HORIZ:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0      10         20    30m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Scale 1:500 @A1
                                                                              0.000




                                                                                                                                                                                                                                0.000




                                                                                                                                                                                                                                                                        3.327




                                                                                                                                                                                                                                                                                               0.000




                                                                                                                                                                                                                                                                                                                                           3.219




                                                                                                                                                                                                                                                                                                                                                                                    0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                6.246
                                                                                                                             20.559




                                                                                                                                                                29.017




                                                                                                                                                                                                32.343




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Scale 1:1000 @A3
                CHAINAGE                                                                                  20.559                                     8.457                          3.326                                                                   3.327                                                               3.219                                                                               6.246

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0       1         2      3m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       VERT:
                LINE                                                                                                                             12                                                                                                         16                                                                  18                                                                                  19                                          G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Scale 1:50 @A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Scale 1:100 @A3

     COPYRIGHT ©                                                                                                                                 Associated Consultants                                             Client                                                                                                                                                                                                                                          Drawn        Verified   Project                                                         Drawing Title                                                  Scale             Sheet Size
This drawing is subject to            G   25.01.24 LINE 18 SEPARATED INTO LINES 18 & 19                             SDP                                                                                                                                                                                                                                                                                                                                             M.K.P.       D.R.
copyright in accordance with the
                                      F   02.06.21 PITS G3/7 & G4/7 (FSL & DEPTHS)                                   JF
                                                                                                                                                 PIVOTAL PERSPECTIVE                                                64 GATEWAY DRIVE                                                                                                                                                                                                                                Designed     Verified
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            64 GATEWAY DRIVE, NOOSAVILLE                                    STORMWATER DRAINAGE                                            AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's      E   25.11.20 LINES 12 & 16 UPDATED                                             JF
                                                                                                                                                 PLANNING CONSULTANT                                                PTY LTD                                                                                                                                                                                                                                         M.K.P.       D.R.                                                                       LONGITUDINAL SECTIONS                                          Drawing Number
client. This drawing shall only be
                                      D   02.03.20 LONG SECTIONS UPDATED                                             JF                          4/59 MARY STREET
used for this specific project.
                                      C   03.12.19 STORMWATER AMENDED                                               M.K.P.                       NOOSAVILLE, QLD 4566
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Approved
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    D REYNOLDS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RPEQ No
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9072
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RP DESCRIPTION:   LOT 13 ON SP170295                            SHEET 2 OF 3                                                      18556 - C119
                                                                                                                                                                                                                                                                                                                                                                           Noosa: 07 5449 9600                                                                                              LOCAL AUTHORITY: NOOSA COUNCIL
This drawing shall not be used        B   04.11.19 STORMWATER AMENDED                                               M.K.P.                                                                                                                                                                                                                                 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Signed       Date       MCU APPROVAL:                                                              0      10     20    30     40    50       60        Sheet              Revision
for construction until marked as                                                                                                                                                                                                                                                                                                                                    PO Box 61, Noosaville, QLD 4566                                                                                                                                HORIZ DATUM: LOCAL
                                      A   10.09.19 ISSUED FOR APPROVAL                                              M.K.P.
'issued for construction' in the
revision description.                Rev Date Revision Description                                                Drawn
                                                                                                                                                                                                                                                                                                                                                         [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                                                                                                                           ABN 39 128 805 336                                                                                    25.01.24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ROL APPROVAL:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OPW APPROVAL:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   VERT DATUM: AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RL DATUM:    PSM 13296                   MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              19 of 24           G
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