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Attachment D amended SWMP

of 48

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Original PDF page 27, section 3. The text section number identifies this passage in the reader.

Street
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Spring Hill Qld 4000
                                                                                                                                                          W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Telephone (07) 3831 5399
                                                                                                                                                                                                                                                 EXISTING PIT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Facsimile (07) 3831 5422
                                                                                                                                                          4.56%%
                                                                                                                                                         4.56




                                                                                                                                                                                                                                                                                                                            LANDSCAPED FALL




                                                                                      RL 10.40                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Email [email protected]
                                                                                                                                                                                                                                                 SURFACE LEVEL=10.79
                                                                                                                                                          W




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




                                                                                                                                                                                                                                                 EXISTING INVERT        OUT      = 8.81
                                                               SIGHT LINE SPLAY TO
             10000




                                                                                                                                                                                                                                                              RAILING FENCE ENCLOSURE
                                                                                                         7200




                                                               TRAFFIC ENGINEERS
                                                                                                                                                          W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROJECT
                                                         A     DETAILS
                                                                100 sq m                                    68 sq m                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BUNNINGS
                                                                                                                                                          W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NOOSAVILLE
                                                                                                                                                          2.28%%




                                                                                                                                                                                                                                                                  BIO-RETENTION BASIN
                         6000




                                                                                                                                                         2.28
               9657




                                                                                                                                                                    W


                                                                                                                                                                                                                                525 RCP                                                                                                                                                                                                      CUSTOMER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   at
                                                                                                       SW
                                                                              VERGE




                                                                                                        CONTOUR LEVEL RL 10.000
                                                                               5000




                                                                                                                                                     RL 10.850     ExSW                                  ExSW                                        ExSW                                                                                                                                                                                    ENTRY/EXIT
                                                                                                                                                     450 RCP
                                                                                                                                                                                                                                                                                                ExSW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CNR EUMUNDI NOOSA ROAD &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   GATEWAY DRIVE
                                                                                                                                                                                                                                                                                                                                                                                          EXISTING PIT
                                                                                                                                                                       (170.102) 8°53'55"
          PROPOSED GULLY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NOOSAVILLE, QLD 4566
                                                                                                                         SW                                                                SW                                                                                                                                                                                             SURFACE LEVEL=10.84
          INVERT IN = 7.88                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         for
                                                                                                                                                                                                                                                                                                                                                             1050 RCP




                                                                                                                                                                                                                                                                                                                                                                                          EXISTING INVERT IN = 7.94 GATEWAY DRIVE
          INVERT OUT = 7.86
                                                                                                                                                                                                                                                                                                                     ExSW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BUNNINGS GROUP LIMITED                                                  NORTH POINT




                                                                                                                       PROPOSED MH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 COPYRIGHT © GROUP 4 ARCHITECTS PTY LTD

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DRAWING TITLE

                                                                                                                       INVERT IN = 7.55                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SITE PLAN OF LAYOUT
                                                                                                                       INVERT OUT = 7.52                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED BULK TRADE YARD
                                                                                                        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.        5

                                                        -      PROPOSED BULK TRADE YARD                                    1:500                                                                                                                                                                                                                                                                                                                   DATE:                                                                   11.05.2023                                                                                                                                                                                                                                                                                                                                                                                                              Document Verification
                                                               UNDERCROFT PARKING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Conforming
                                                                                                                                                                                                                                                                                                                                                                                                                                                   MARKUP:                                                                 Preliminary Storwmater Layout Sketch                                                                                                                                                                                                                                                                                                                                                                                    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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