Attachment 6 - Stormwater Management Plan and Engineering Response. · MCU23/0078

8.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.6

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                                                                                                             8.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             9.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0                                                                                                                                                                                                                                                                           0    5   10    15     20    25m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1 : 500 / 1 : 1000
                                                                                                                                                                                                                                                                                                                                                                                                          8.3




                                                                                                                                                                                                                                  EXISTING STREET BIO-POD TO BE RE-LOCATED                                                                                                                                                                                                                                                                                                                                                9.00                                         LOT 7 WATER PROPERTY
                                                                                                                                                                                                                                                                                                                                                                                                          0




                                                                                                                                                                                                                              SOUTH WITH SAME SURFACE AREA TO ALLOW FOR                                                                                                                                                                                                                                             8.LOT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       80 7 NEW SEWER                                                                                                                                  CONNECTION TO EXISTING                                                                                                                                          STATUS
                                                             4                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPERTY CONNECTION                                                                              8.90


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DEVELOPMENT APPLICATION
                                                                                                                                                                                                                                 NEW DRIVEWAY CROSSOVER . NEW GULLY PIT                                                                                                                                                                                                                                                                                                                                                                                                MAIN (OPTION 1)
                                                                                                                                                                                                                                     AND PIPE REQUIRED TO SUIT RE-LOCATION                                                                                                                                                                                                                                           TO REPLACE EXISTING
                                                         SP322201                                                                                                                                                                                                                                                                                                                                                                                                                                       8 8.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.80

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          8.70
                                                                                                                                                                                                                                                                                                                                                                                    8.20




                                                                                                                                                                                                                                   DWN                                   APP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SP322201                                                                                                   CLIENT                                                                                                                       PROJECT                                                               SUBJECT                                                   PROJECT No.
                                                                                                                                                                                                                                              DES           CHK
     SCAN QR CODE TO
                                                                                                                  REV       DATE          DESCRIPTION
                                                                                                                                                                                                                                                                                   ASSOCIATED CONSULTANTS                                                                             APPROVED                                                CHECKED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               21/11/2023 6:10:38 PM
                                                                                                                   A       21.11.23        RFI RESPONSE ISSUE                                                                      SG          SG           NR         NR                                                                                                                                                                                                                                                                                                                                       STOCKWELL DEVELOPMENT NOOSA CIVIC VILLAGE                                                                                                                                                         SITEWORKS AND DRAINAGE                                        22159
     CONFIRM CURRENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GROUP PTY LTD         MIXED USE DEVELOPMENT                                                                                                                                                       MAIN STREET LAYOUT                                        DRAWING No.          REVISION
     DRAWING REVISION                                                                                                                                                                                                                                                                                                                                                                                                      RPEQ
     http://docs.bornhorstward.com.au/revision/
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