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Appendix C- Serviceability Report · MCU23/0078

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9.20
                                                                                                                                                                                                                                              0




                                                                                                                                                                                                                                                                                                                          0                                             8.9




                                                                                                                                                                                                                                                                                                                                                                                                     8.80
                                                                                                                                                                                                                                                                                                                                                                        8.80
                                                                                                                                                                                                                                                                                                                                                                        8.70

                                                                                                                                     FH
                                                                                                                                                                                                                                                                                                                                                                         8.60

                                                                                                                                                                                                                                                                                                                                                                     8.5


                                                                                                                                                                                                                                                                                                                                                                                           0



                                                                                                                                                                                                                                                                                                                                                                                                    8.70
                                                                                                                                                                                                                                50
                                                                                                                                                                                                                                                                                                                                                               8.4




                                                                                                                                                                TO EXISTING                                                   5.4 .40 5.5
                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                                       9.10
                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                            8.3
                                                                                                                                                                                                                                                 5.60




                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                 5.70




                                                                                                                                    V FH                                                                                                                                                                                                                                                                                              9.00
                                                                                                                                                                                                                                                  5.80




                                                                                                                                                          STORMWATER MH                                                                                                                                                                                                                                                                                            SITE B (SOUTH) DETENTION
                                                                                                                                                                                                                                                  5.90




                                                                                                                                                                                                                                                                                                                                            0




                                                                                                                                                                                          4
                                                                                                                                                                                                                                                    6.0
                                                                                                                                                                                                                                                    6.10




                                                                                                                                                                                                                                                                                                                                                                                                                                    8.90
                                                                                                                                                                                                                                                     6.20
                                                                                                                                                                                                                                                      6.30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AND TREATMENT TANK
                                                                                                                                                                                                                                                        0




                                                                                                                                                                                                                                                                                                                                                                            8
                                                                                                                                                                                                                                                        6.40




                                                                                                                                                                                                                                                                                                                                                                                                                                   8.80
                                                                                                                                                                                                                                                         6.50




                                                                                                                                                                                      SP322201
                                                                                                                                                                                                                                                          6.60
                                                                                                                                                                                                                                                           6.70




                                                                                                                                                                                                                                                                                                                                     8.20




                                                                                                                                                                                                                                                                                                                                                                                                                                  8.70
                                                                                                                                                                                                                                                            6.80




                                                                                                                                                                                                                                  VEHICLE RAMP                                                                                                                                                                                                                                                                                                                                                                                                 THIS DRAWING IS BEST
                                                                                                                                                                                                                                                            6.9




                                                                                                                                                                                                                                                                                             7 7.
                                                                                                                                                                                                                                                                                        7 7.2.1 00              8.20                        V        V                  SP322201
                                                                                                                                                                                                                                                               0




                                                                                                                                                                                                                                  TO BASEMENT                                       7 7.4 .30 0 0
                                                                                                                                                                                                                                                                                                                                                                                                                        WATER PROPERTY CONNECTION                                                                                                                                                                                             VIEWED IN COLOUR AND
                                                                                                                                                      V                                                                                                                        7 7.6 .50 0
                                                                                                                                                                                                                                                                          7.97.80.70 0
                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                                                                                                              8.10




                                                                                                                                                                                                                                                                                                                                                                                                                        TO EXISTING MAIN (OPTION 1)
                                                                                                                                                                                                                                                                                                         8.00




                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                  FH                                                                                                                                                                                                                                                                                                                                                                                                                                                         ON AN ELECTRONIC DEVICE
                                                                                                                                                           FH                                                                 SP322201                      SEWER PROPERTY
                                                                                                                                                                    V
                                                                                                                                                                                                                                                   CONNECTION TO EXISTING MH                                                                             9                                                                                                                                                                                                                                                                 PROJECT NORTH
                                                                                                                                                                                                                                                            6                                                                                        SP322201
                                                                                                                                                                                                                                                        SP322201
                                                                                                                                                                                                                                                                                  WATER PROPERTY
                                                                                                                                                                                                                                            FH FH                                  CONNECTION TO
                                                                                                                                                                                                                                              V




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    J:\2022\22159\05_DRAWINGS\DRG\DA\DRG\DA-C030.DWG
                                                                                                                                                                                                                                                                                    EXISTING MAIN
                                                                                                                                                                                                                                             V
                                                                                                                                                          15                                V
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DIMENSIONS IN METRES EXCEPT WHERE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SHOWN OTHERWISE. CULVERT AND PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 A1 UNREDUCED
                                                                                                                                                                                                                                                                                 FH
                                                                                                                                                       SP322201                                                                                                                                                                                                                                                                                                                                                                                                                                                            SIZES IN MILLIMETRES                                  A3 REDUCED
                                                                                                                                                                                             V                          FH                         V                                                                                            FH                                                                                                                                                                                                                                                                         SCALES                                         UNREDUCED / REDUCED

                                                                                                                                                                                                                                                                                                FHV
                                                                                                                                                                                                                                                                                                                         V
                                                                                                                                                                                        FHV
                                                                                                                                                                                  FH                                                                                                                                                                                                                                                                                                                                                                                                                                                     0    20   40   60     80    100m
                                                                                                                                                                                   FH V                                                         16                                                                                      10                                                                                                                                                                                                                                                                                                                                    1 : 2000 / 1 : 4000
                                                                                                                                           FH                14                                                                                                                                                                      SP322201
                                                                                                                                                          SP322201                                                                           SP322201                                                                                                                                                                                                                                                                                                                                                                      STATUS


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DEVELOPMENT APPLICATION
                                                                                                                                                                                                DWN      DES            CHK        APP                                                                                                                                                                                                                                                                                   CLIENT                                          PROJECT                      SUBJECT                                                   PROJECT No.
                                                                                     REV         DATE         DESCRIPTION
                                                                                                                                                                                                                                              ASSOCIATED CONSULTANTS                                                    APPROVED                                   CHECKED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    25/05/2023 12:39:20 PM
    SCAN QR CODE TO                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STOCKWELL DEVELOPMENT NOOSA CIVIC VILLAGE                                                                                                  22159
    CONFIRM CURRENT
                                                                                       A      25.05.23         DA ISSUE                                                                         BB        SG            JD        NR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SITEWORKS AND DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         GROUP PTY LTD         MIXED USE DEVELOPMENT                                  LAYOUT                                                    DRAWING No.          REVISION
    DRAWING REVISION                                                                                                                                                                                                                                                                                                                              RPEQ
    http://docs.bornhorstward.com.au/revision/
                                                                                                                                                                                                                                                                                                                DATE                                           DATE                                                                                                                                                                                                                                                                                             DA-C030                   A
COPYRIGHT © - This document is and shall remain the property of Bornhorst & Ward Pty. Ltd. The document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement. Unauthorised use of this document in any form whatsoever is prohibited.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0       10     20   30     40     50                              100       ORIGINAL SIZE A1

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