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

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                                                  DATE PLOTTED: 20 April 2015 9:59 AM BY : ADAM HAZELGROVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NORTH
                                                                                                                                                                                                                                                                                                 OUTLET POINT



                                                                                                                                                                                                                                                                                                             67..800
                                                                                                                                                                                                                                                                                                                   0

                                                                                                                                                                                                                                                                                                       6.6
                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                     6.4
                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                  6.2
                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                               6.0
                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                            5.8
                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                            6.80                                                          5.6
                                                                                                                                                                                                                                                                                             0




                                                                                                                                                                                                                            6.60




                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                        5.6

                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                   6.40




                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                       5.8
                                                                                                                                                                                                                                                                                                                                                6.0


                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                         6.2
                                                                                                                                                                                                                                            6.20




                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                             BUILDING

                                                                                                                                                                                                                                                                                                                                  INFLOW POINT




                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                    7.2

                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                          7.0
                                                                                                                                                                                                                                                                        6.00




                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                6.8

                                                                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                                                                      6.6

                                                                                                                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                                                                                                                                                                                                            6.4

                                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                                                  6.2

                                                                                                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                                                                                                        6.0

                                                                                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                                                                                                              5.8

                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                   67




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5.6
                                                                                                                                                                                                                                                                                                                                                                   6...204680200
                                                                                                                                                                                                                                                                                                                                                                              0

                                                                                                                                                                                                                                                                                                                                                              5.8
                                                                                                                                                                                                                                                                                                     5.80                                                    5.6 0
                                                                                                                                                                                                                                                                                                                                                           5.4 0
                                                                                                                                                                                                                                                                                                                                                          5.2 0
                                                                                                                                                                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                            5.
                                                                                                                                                                                                                                                                                                                                             5. 0
                                                                                                                                                                                                                                                                                                                                               20
                                                                                                                                                                                                                                                                                                                                                5.
                                                                                                                                                                                                                                                                                                                                                40
                                                                                                                                                                                                                                                                                                                                                   6
                                                                                                                                                                                                                                                                                                                                5.60
                                                                                                                                                                                                                   6.
                                                                                                                                                                                                                       00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LEGEND:
                                                                                                                                                                                                                5.
                                                                                                                                                                                                                  80
                                                                                                                                                                                                           5.
                                                                                                                                                                                                              60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STORMWATER PIPE AND MANHOLE/PIT
                                                                                                                                                                                                      5.
                                                                                                                                                                                                         40




                                                                                                                                                                                                                                                                                                                                                                         5.40
                                                                                                                                                                                                 5.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3.50   FINISHED CONTOURS
                                                                                                                                                                                                    20
CAD File: P:\J13041 Noosa Civic\Design\ACAD\Concept\J13041-CI-C11-C16 BIO BASINS.dwg




                                                                                                                                                                                            5.
                                                                                                                                                                                               00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SAND FILTER MEDIA EXTENTS
                                                                                                                                                                                       4.
                                                                                                                                                                                          80
                                                                                                                                                                                  4.
                                                                                                                                                                                     60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PIPE WITH C.I. CAP SUBSOIL CLEAN OUT POINT
                                                                                                                                                                             4.
XREF's: X-J13041-CONCEPT; X-J13041-SURVEY; J13041 concept stormwater




                                                                                                                                                                                40




                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                        5.2
                                                                                                                                                                         4.
                                                                                                                                                                           20




                                                                                                                                                                                                                                                                                    PLAN                                                                                                                                                                                                                      1       0   1       2   3       4      5m
                                                                                                                                                                                                                                                                           SCALE A1 - 1 : 100
                                                                                                                                                                                                                                                                                 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 4                                J13041-CI-C15                                 1
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