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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




                                                                                                                                                                             01
                                                                                                                                                                             -



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                             IL 4.54                                                                     BUND HEIGHT = 0.3m                                                PROPOSED 600x600                                                                                                          EXISTING STORMWATER
                                                                                                                                                                                                                  5.0                                                                                                      FIELD INLET                                                                                                               PIT TO REMAIN
                                                                                                                                                                    S




                                                                                                                                   600x600 BASIN                                            D                 D                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                 D               D
                                                                                                                                   OUTLET PIT                                                                                                                       D            D            D            D                  D
                                                                                                                                                                                                                                                                                                                                                                  5.5
                                                                                                                                                                                                                                                                                                                                                D                  D                                                                                     SL 5.59
                                                                                                                                                                                                                                                                                                                                                                                              D              D               D
                                                                                                                                   PROPOSED HEADWALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                         IL 4.89




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6.5
                                                                                                                                   WITH ROCK SCOUR
                                                                                                                                                                    S




                                                                                                  19                               PROTETION
                                                                                               RP151412                                                                                                                                     S                  S            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                S                  S                S                S                       S                         S                         S                  S
                                                                                                                                                                                 4.5
                                                                                                                                                                    S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6.0
                                                                                                                                                                              S




                                                                                                                                                                                                                                 S               S                  S            S            S            S                   S                 S                 S             S                  S            S               S                   S             S                S                  S                S                                                                                            S
                                                                                                                                                                                                              S                                                                                                                                                                                                                                                                                                                          S                       S                         S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                S
                                                                                                                                                                                                                      S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                    S




                                                                                                                                                                             S




                                                                                                                                                                             S
                                                                                                                                                                                                                                                                                                                                                          5.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                       SF                SF                 SF              SF                SF            SF           SF           SF                SF                SF                SF              SF            SF                SF              SF            SF                 SF            SF               SF                 SF               SF                 SF                        SF
                                                                                                                                                                                                        S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                          S                  S                 S              S           S                                                                                                                                                4.5                                                                                                                                                                                                                                   5.5
                                                                                                                                                                S        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                          S         S
                                                                                                                                                              4.0




                                                                                 S                S                  S


                                                                                S                S                   S                    S         S           S        S                  S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                     3.
                                                                                                                                       5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                     4.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                    3.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                              RESERVE WORKS                                                                                                                    LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.   REINSTATE DEMOLISHED GRAVEL WITH 150mm DEEP                                                                                                                    PROPOSED TURF ON 150mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TOP SOIL AND TURF                                                                                                                                              DEEP TOP SOIL

                                                                                                                                                  PROPOSED GRAVEL BUND                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING TOP OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING TOE OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        |X|
                                                                                                                                                                                                                                                                                                                                                                                  E                                                                                                                                                                                                                                               EXISTING TIMBER WALL
                                                                                                                                                                                                                                                                                                                                                                  EXISTING SURFAC
                                                                                                                                                                                                                                                 100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING FENCE
                                                                                                                                                        100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S                         EXISTING SEWER
                                                                                                                                                                                                                                                 250




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        D                         EXISTING STORMWATER
                                                                                                                                                                                                                                                              600




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED TOP OF BATTER
                                                                                                                                                                                                    IL 4.54
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED TOE OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED EARTHWORKS BUND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        D                         PROPOSED Ø450 PVC STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PIPE
                                                                                                                                                  Ø450 OUTLET PIPE TO                                                                    600x600 BASIN
                                                                                                                                                  REGULATE OUTFLOW                                                                       OUTLET PIT                                                                                                                                                                                                                                                                                                                                                                  SF           PROPOSED TEMPORARY SEDIMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FENCE - REFER IECA STANDARD
                                                                                                                                                                                                                                         Ø450 STORMWATER                                                                                                                                                                                                                                                                                                                                                                          DRAWINGS SF-01 & SF-02
                                                                                                                                                                                                                                         PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED STORMWATER INLET PROTECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  IN ACCORDANCE WITH IECA STD DRG OG-01

                                                                                                                                                                                                                          SECTION                        01
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\17548_CIVIL.dwg




                                                                                                                                                                                                                          1:25 @ A1                      -
                                                                                                                                                                                                                          1:50 @ A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    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                                                                                             GENERAL ARRANGEMENT                                                                                               AS SHOWN A1
                                                                        agreement between Tod
                                                                        Consulting pty ltd (tc) and tc's
                                                                        client. This drawing shall only be
                                                                                                                                                                                                                                                                                                                                                                                     NV                          SP                                GOODCHAP STREET, NOOSAVILLE                                                                         PLAN                                                                                                               Drawing Number
                                                                        used for this specific project.                                                                                                                                                                                                                                                                              Approved
                                                                                                                                                                                                                                                                                                                                                                                     S. PRYSTUPA
                                                                                                                                                                                                                                                                                                                                                                                                                 RPEQ No
                                                                                                                                                                                                                                                                                                                                                                                                                 1137                              RDP                                                                                                                                                                                                                           17548_C002
                                                                        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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2 of 2                 A

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