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17548_Civil_[A]_2017.3.23

Attached to the e-mail Operational Works Application OPW17/0124.

Attached to the e-mail Operational Works Application OPW18/01XX- 90 Goodchap St & 12 Venture Drive.

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                                                                                                                                                                                                                                                                   SP264909                                                                                                                                                                                                                                                        SP264909




                                                                                                                        18
                                                                                                                     RP151412




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DEMOLISH EXISTING                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Ø450 STORMWATER PIPE
                                                                                                                                                                                                                                                                                                                        EXISTING CONCRETE                                                                                                                                                                                                                                                                                                                                    S

                                                                                                                                                                                                                                                                                                                        FOOTPATH REMAIN                                                                                                                                                                                                                 EXISTING BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING STORMWATER                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PIT TO REMAIN
                                                                                                                                                                                                          5.0                                                                                                           EXISTING TRENCH
                                                                                                                                                                  S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S




                                                                                                                                                                                                                                                                                                                                                                                                                                   59
                                                                                                                                                                                                                                                                                                                        GRATE TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                               5.
                                                                                                                                                                                                                                                                                                                        DEMOLISHED                               5.5




                                                                                                                                                                                                                                                                                                                                                                                                                           SL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SL 5.59




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                                             D                      IL 4.89




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6.5
                                                                                                                                                                  S




                                                                                                                        19                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING CONCRETE
                                                                                                                     RP151412                                                                                                    S             S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FOOTPATH TO REMAIN
                                                                                                                                                                                                                                                                    S             S             S                      S                S                    S             S                       S                   S                     S             S             S            S           S             S             S                     S                                              S                     S                    S
                                                                                                                                                                                                                   S                                                                                                                                                                               5.5                                                                                                                                                                      S
                                                                                                                                                                                             S             S                 S             S                 S                S             S             S                     S                S                     S                 S                   S                     S             S                 S              S                                                                                                                                                                           EXISTING HUT AND




                                                                                                                                                                                                                                                                                                                                                                               D




                                                                                                                                                                                                                                                                                                                                                                                                                           D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S             S             S             S                       S                         S                     S                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                            DEMOLISH EXISTING
                                                                                                                                                                               4.5
                                                                                                                                                                  S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FOOTINGS TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6.0
                                                                                                                                                                            S




                                                                                                                                                                                                                        S              S                 S                S             S             S                     S                S
                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                  S                S                     S                     S            STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                               S        SPIT                  S           S             S           S              S                        S                         S                     S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DEMOLISHED




                                                                                                                                                                                                                                                                                                            IL 4.14




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                                 DEMOLISH EXISTING                                      DEMOLISH EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                 Ø250 STORMWATER                                        Ø150 STORMWATER                                                                                                     DEMOLISH EXISTING
                                                                                                                                                                                             S                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING ROCK WALL
                                                                                                                                                                                                               S




                                                                                                                                                                                                                                                                                                                                                                               D




                                                                                                                                                                                                                                                                                                                                                                                                                           D
                                                                                                                                                                                                                                                                 PIPE                                                   PIPE                                                                                                                Ø450 STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TO REMAIN
                                                                                                                                                                  S




                                                                                                                                                                                                                                                                                                                 D
                                                                                                                                                                                                     |X|
                                                                                                                                                                           S




                                                                                                                                                                                                                       |X|




                                                                                                                                                                                                                                                                                                                                                                                                                            IL 4.71
                                                                                                                                                                                                                                                                                                                                                                                                                                            PIPE
                                                                                                                                                                                                                                     |X|




                                                                                                                                                                                                                                                                                                                                                                               IL 4.64
                                                                                                                                                                                                                                                   |X|              |X|           |X|           |X|                   |X|
                                                                                                                                                                           S                                                                                                                                                         |X|
                                                                                                                                                                                                                                                                                                                                                      5.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                       |X|
                                                                                                                                                                                                 S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   |X|        |X|         |X|           |X|         |X|           |X|
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5.5
                                                                                                                                                                                                                                                                                                                                                                                                                 |X|                  |X|        |X|
                                                                                                                                                                                                                                                                                                      4.5
                                                                                                                                                                                                                                                                                                                                                                                             |X|
                                                                                          S                  S                 S             S         S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5.0




                                                                                                                                                                                                                                                                                                                                                                               D
                                                                                                                                                             S         S                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING CHAINWIRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                         S       S
                                                                                                                                                           4.0




                                                                                 S                  S                S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FENCE TO REMAIN
                                                                                S                   S                S                   S       S           S         S                 S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                    3.
                                                                                                                                      5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                           EXISTING SEDIMENT BASIN                                                                 EXISTING TIMBER WALL                                                                                                                                                                                                                   EXISTING TIMBER WALL
                                                                                                                                                           TO BE DEMOLISHED                                                                        TO BE DEMOLISHED                                                                                                                                                                                              4.5                      TO BE DEMOLISHED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                   3.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                     LEGEND                                                                      RESERVE WORKS
                                                                                                             EXISTING EDGE OF GRAVEL                             1.   DEMOLISH EXISTING GRAVEL
                                                                                                             EXISTING TOP OF BATTER                              2.   REMOVE ALL DEBRIS
                                                                                                                                                                 3.   REMOVE ALL PARKING INDICATOR DISKS
                                                                                                             EXISTING TOE OF BATTER                              4.   REMOVE ALL TIMBER WHEEL STOPS
                                                                                              |X|
                                                                                                             EXISTING TIMBER WALL
                                                                                                             EXISTING FENCE
                                                                                              S              EXISTING SEWER
                                                                                              D              EXISTING STORMWATER
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\17548_CIVIL.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0     2        4   6      8    10m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1:200 (A1)             1:400 (A3)




                                                                             COPYRIGHT ©                                                                                             Associated Consultants                      Client                                                                                                                                                  Drawn                              Verified                           Project                                                                            Drawing Title                                                                                                  Scale                    Sheet Size
                                                                        This drawing is subject to                                                                                                                                                                                                                                                                                       NV                                 SP
                                                                        copyright in accordance with the
                                                                                                                                                                                                                                                                                                                                                                                         Designed                           Verified
                                                                                                                                                                                                                                                                                                                                                                                                                                                               CARPARK                                                                            EXISTING FEATURES AND                                                                                         AS SHOWN A1
                                                                        agreement between Tod
                                                                        Consulting pty ltd (tc) and tc's
                                                                        client. This drawing shall only be
                                                                                                                                                                                                                                                                                                                                                                                         NV                                 SP                                 GOODCHAP STREET, NOOSAVILLE                                                        DEMOLITION PLAN                                                                                                Drawing Number
                                                                        used for this specific project.                                                                                                                                                                                                                                                                                  Approved
                                                                                                                                                                                                                                                                                                                                                                                         S. PRYSTUPA
                                                                                                                                                                                                                                                                                                                                                                                                                            RPEQ No
                                                                                                                                                                                                                                                                                                                                                                                                                            1137                               RDP                                                                                                                                                                                                     17548_C001
                                                                        This drawing shall not be used
                                                                                                                                                                                                                                                                                                                                 Noosa: 07 5449 9600                                                                                                           LOCAL AUTHORITY
                                                                                                                                                                                                                                                                                                                 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337                       Signed                                                                MCU APPROVAL                             HORIZ DATUM                                                               0           10       20           30   40       50         60                  Sheet                        Revision
                                                                        for construction until marked as                                                                                                                                                                                                                  PO Box 61, Noosaville, QLD 4566
                                                                                                                 A       23.3.17   PRELIMINARY ISSUE                   NV                                                                                                                                                                                                                                                                                      ROL APPROVAL                             VERT DATUM
                                                                        'issued for construction' in the
                                                                        revision description.                Rev Date Revision Description                            Drawn
                                                                                                                                                                                                                                                                                                               [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                                                                                 ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                                                                                                                                                 23.3.17       OPW APPROVAL                             RL DATUM                                                                          MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1 of 2                 A

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