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MCU14/0106 & OPW15/0001 Appendix E - Stormwater Management Plan

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                                                  DATE PLOTTED: 20 April 2015 10:00 AM BY : ADAM HAZELGROVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NORTH
                                                                                                                     6.40




                                                                                                                                            6.60
                                                                                                                                                                                                                                                                                                                           7.20



                                                                                                                                                                                                                                                                                                                                                                BIO RETENTION




                                                                                                                                                                       6.80




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          7.40
                                                                                                                                                                                                                                                                                                                                                                FILTER AREA = 250m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                                                                                              SEDIMENT FOREBAY                                                                                            0




                                                                                                                                                                                                                           7.00
                                                                                                                                                                                                                                                                                                                                                                                              AREA = 5m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          7.00
                                                                                                                                                                                                                                                                                            0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7.00
                                                                                                                                                                                                                                                                                         7.4




                                                                                                                                                                                                                                                                          20
                                                                                                                                                                                                                                                                        7.
                                                                                                                                                                                                                                                                                                                                                                                                                                INFLOW POINT




                                                                                                                                                                                                                                                                               40
                                                                                                                                                                                                                                                                               7.
                                                                                                                                                                                                                                                               OUTLET POINT




                                                                                                                                                                                                                                                                                                                                                                                                                                                 7.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               7.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    20




                                                                                                                                                                                                                                                                                                                                                                                                                                     7.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           7.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0




                                                                                                                                                                                                                                                                                                                                    7.4
                                                                                                                                                                                                                                                                                                                                        0




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                                                                                                                                                                                                                                                                                              20



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7.00




                                                                                                                                                                                                                                                                 7
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     6..880
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                                                                                                                                                                                                                            40
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7.00
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                                                                                                                                                                                           5.
                                                                                                                                                                                             20
                                                                                                                                                                                      5.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              7.00
CAD File: P:\J13041 Noosa Civic\Design\ACAD\Concept\J13041-CI-C11-C16 BIO BASINS.dwg




                                                                                                                                                                                 4.
                                                                                                                                                                                  80




                                                                                                                     LEGEND:
XREF's: X-J13041-CONCEPT; X-J13041-SURVEY; J13041 concept stormwater




                                                                                                                                           STORMWATER PIPE AND MANHOLE/PIT
                                                                                                                            3.50           FINISHED CONTOURS
                                                                                                                                           SAND FILTER MEDIA EXTENTS                                                                                                                                                          PLAN                                                                                                                                                                                                                            1       0   1       2   3       4      5m
                                                                                                                                                                                                                                                                                                                     SCALE A1 - 1 : 100
                                                                                                                                           PIPE WITH C.I. CAP SUBSOIL CLEAN OUT POINT                                                                                                                                      A3 - 1 : 200                                                                                                                                                                                                                                   Scale 1:100

                                                                                                                                                                                                                                                                                                                                                                                                                                 Drawn                      Date Client
                                                                                                                                                                                                                                                                                                                                                                     CHECK PRINT ONLY                                             N.J.W.                        .   QIC NOOSA CIVIC PTY LTD
                                                                                                                                                            R E SS                                                                                                                        Cardno Limited All Rights Reserved.
                                                                                                                                                                                                                                                                                                                                                     PRELIMINARY       FINAL        INITIAL     DATE           INITIAL   DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                 Checked
                                                                                                                                                                                                                                                                                                                                                                                                                                  P.M.
                                                                                                                                                                                                                                                                                                                                                                                                                                                            Date Project
                                                                                                                                                                                                                                                                                                                                                                                                                                                                .        NOOSA CIVIC EXPANSION                                             Status
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PRELIMINARY
                                                                                                                                                R O       G                                                                                                                         This document is produced by Cardno Limited solely for the
                                                                                                                                                                                                                                                                                                                                                                                                                                 Designed                   Date         NOOSAVILLE
                                                                                                                                           IN P                                                                                                                                       benefit of and use by the client in accordance with the        MARKUP
                                                                                                                                                                                                                                                                                                                                                                                                                                  N.J.W.                        .                                                                          NOT TO BE USED FOR CONSTRUCTION PURPOSES

                                                                                                                                  S IO N                                                                                                                                                                                                             BACKDRAFTED / CORRECTED                                                     Verified                   Date         CONCEPT                                                           DATUM             Orig. Date       Scale           Size
                                                                                                                                 I                                                                                                                                                  assume any responsibility or liability whatsoever to any third                  Cardno (Qld) Pty Ltd | ABN 57 051 074 992
                                                                                                                              REV                                                                                                                                                                                                                                                Level 1, 9 Maud Street
                                                                                                                                                                                                                                                                                                                                                                                                                                  P.M.                          . Title
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .                                                                     A.H.D.         NOV 2014        AS SHOWN               A1
                                                                                                                                                                                                                                                                                    party arising out of any use or reliance by third party on the   CONFIRMED                                                                   Approved               RPEQ NO
                                                                                                                                                                                                                                                                                                                                                                               Maroochydore, QLD 4558                                                                                                                                      Drawing Number                                            Revision
                                                                                                                                                                                                                                                                                                      content of this document.                                                                                                                                     .
                                                                                                               1                                                                                                                                                                                                                                                         Tel: 07 5443 2555 Fax: 07 5443 5642
                                                                                                              Rev.   Date                   Description                Des.   Verif. Appd.                                                                                                                                                           SELF CHECK                Web: www.cardno.com.au                             SIG APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                          DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                              .     BIO BASIN LAYOUT PLAN - SHEET 5                                                         J13041-CI-C16                                 1
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