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Attachment E - Updated SWMP and MUSIC Modelling

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INVERT IN = 8.97                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ABN 26 072 308 582
                                                                                                                                                                W
             1:20 RAMP




                                                                                              5000




                                                                                                                                                                                                                                                     EXISTING INVERT        OUT      = 8.81
                                                                                                     SW
                10000




                                                                                                                                                                                                                                                                  RAILING FENCE ENCLOSURE
                          3500 300




                                                                                                                                                                W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROJECT

                                                                       BIO-DETENTION
EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BUNNINGS
                                                                                                                                                                W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOOSAVILLE
                                                                                                                                                               2.28 %




                                                                                                                                                                                                                                                                      BIO-RETENTION BASIN
                  6000




BOUNDARIES                                                      EXIT                                                                                                     W

                                                                ONLY                                                         ENTRY                                                                                                   525 RCP                                                                                                                                                                                                               CUSTOMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       at
                  3000




                                                                                                                             ONLY                           RL 10.850                                                                                                                                                                                                                                                                                      ENTRY/EXIT
                                                                                                     SW




                                                                                                                                                                        ExSW                               ExSW                                          ExSW


                                                                                                                                                           450 RCP
                                                                                                                                                                                                                                                                                                      ExSW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CNR EUMUNDI NOOSA ROAD &
                                                                                                                                                                                                                              (170.102) 8°53'55"                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       GATEWAY DRIVE
                                                                                                                                                                                                                                                                                                                                                                                                EXISTING PIT
             PROPOSED GULLY                                         PROPOSED NEW
                                                                                                               SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOOSAVILLE, QLD 4566
                                                                                                                                 SW                                                          SW                                                                                                                                                                                                 SURFACE LEVEL=10.84
             INVERT IN = 7.90
                   NEW FOOTPATH                                     BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       for
                                                                                                                                                                                                                                                                                                                                                                   1050 RCP




                                                                                                                                                                                                                                                                                                                                                                                                EXISTING INVERT IN = 7.94 GATEWAY DRIVE
             INVERT OUT = 7.88
                                                                                                                                                                                                                                                                                                                            ExSW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BUNNINGS GROUP LIMITED                                                  NORTH POINT




                                                                                                                               PROPOSED MH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             COPYRIGHT © GROUP 4 ARCHITECTS PTY LTD

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DRAWING TITLE

                                                       LAND DEDICATION TO                                                      INVERT IN = 7.55                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SITE PLAN OF LAYOUT
                                                       TRAFFIC ENGINEERS DETAILS
                                                                                                                               INVERT OUT = 7.52                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED BULK TRADE YARD
                                                       SHOWN HATCHED
                                                                                                              GATEWAY DRIVE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            UNDERCROFT PARKING
                                     PROPOSED MH
                                     INVERT IN = 7.82                                                                          EXISTING PIT
                                     INVERT OUT = 7.80                                                                         SURFACE LEVEL=10.79
                                                                                                                               EXISTING INVERT IN = 6.39                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DATE       SEPTEMBER 2021                  PROJECT NO.      21002
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DRAWN      GDC                             DRAWING NO.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DA02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROJECT No.: BR210522
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CHECKED



                                                                01 SITE PLAN OF LAYOUT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SCALE      1:500 @ A1                      ISSUE NO.        C

                                                                -      PROPOSED BULK TRADE YARD                                      1:500                                                                                                                                                                                                                                                                                                                       DATE:                                                                   30.01.2023                                                                                                                                                                                                                                                                                                                                                                                                                                    Document Verification
                                                                       UNDERCROFT PARKING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Conforming
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 MARKUP:                                                                 CIVIL MARKUPS - External Catchment Plan                                                                                                                                                                                                                                                                                                                                                                                                       Conforming - Including amendments as noted
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Nonconforming - Amendments as noted to be resubmitted
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Authority Verification
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Verified By:                               Date:


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Form QM114, Revision Date: 30 June 2011


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PRELIMINARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0                                                    25m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ISSUE                                                       ALL DIMENSIONS TO BE VERIFIED AND CHECKED ON SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        USE FIGURED DIMENSIONS IN PREFERENCE TO SCALING
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