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Attachment 2 - Civil Design Drawings

Attached to the e-mail Operational Works Application OPW18/0293.

of 8

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                                                                                                                                                                                                                                                                                                                                                                                               EXISTING FEATURES




                                                                                                                                                                                                                                  8.0
                                                                                                                                                                                                                                                                                                                                                                                                              CONTOUR MAJOR      (1.0m INTERVAL)




                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                                                                                                  7.
                                                                                                                                                                                                                                                                                                                                                                                                              CONTOUR MINOR      (0.5m INTERVAL)
                                                                                                                                                                                              EXISTING BUILDING                                                                                                                                                                                               KERB AND CHANNEL
                                                                                                                   1
                                                                                                                RP138403                                                                                                                                                                                                                                                                                      EDGE OF BITUMEN




                                                                                                                                                                                                                                                          8.
                                                                                                                                                                                                                                                                                                                                                                                                              TOP OF BANK




                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                                                                                                                              BOTTOM OF BANK
                                                                                                                                                                                                                                                                                                                                                                                                              TIMBER SLEEPER FENCE
                                                                                                                                                                                                                                                                                                                                                                                                              TIMBER FENCE
                                                                                                                                                                                                                                                                                                                                                                                                              CHAINWIRE FENCE
                                                                                                                                                                                                                                                                                                                                                                                                              STORMWATER
                                                                                                                                                                                                                                                                                                                                   RETAIN EXISTING                                                            ELECTRICAL
                                                                                                                                                                                                                                                                                                                                   CONCRETE FOOTPATH                                                          SEWER
                                                                                                                                                                                                                                                                                                                                                                                                              SEWER RISING MAIN
                                                                                                                                                                                                                                                         8.0
                                                                                                                                                    7.0




                                                                                                                                                                7.5
                                                                                                                   17                                                                                                5
                                                                                                                RP151412                                                                                          SP196846

                                                                                                                                                                                                                                               EXISTING
                                                                                                                                                          RETAIN EXISTING                    DEMOLISH EXISTING                            TELECOMMUNICATION                                                                        RETAIN EXISTING
                                                                                                                                                          CHAINWIRE FENCE                    CONCRETE SLAB (LOCATION                            TOWER                                                                              STORMWATER PITS
                                                                                                                                                                                             TO BE CONFIRMED ON SITE)
                                                                                                                                                  6.5




                                                                                                                                                                                                                         7.5
                                                                                                                                                                                                                                                              7.5
                                                                                                                                                                            7.0
                                                                                                DEMOLISH EXISTING CONCRETE
                                                                                                AROUND EXISTING
                                                                                                STORMWATER PIT AND REPLACE
                                                                                                                                             0
                                                                                                                                          6.




                                                                                                EXISTING STORMWATER PIPE
                                                                                                                                                                                                  7.0




                                                                                                TO BE SURVEYED PRIOR TO
                                                                                                IFC DRAWING ISSUE
                                                                                                                                                                                                                                                     7.0
                                                                                                                                                                                                                                         DEMOLISH EXISTING
                                                                                                                                                                                                                                         BITUMEN
                                                                                                                                                                                           6.
                                                                                                                                                                                             5




                                                                                                RETAIN EXISTING
                                                                                                CONCRETE WALL

                                                                                                                                         5.5
                                                                                                                                                                                  6.
                                                                                                                                                                                    0




                                                                                                                                                                                                                                               6.5
                                                                                                                   18                                                                                                3                                                                                                             DEMOLISH EXISTING
                                                                                                                RP151412                                                                                          SP264909                                                                                                         CONCRETE FOOTPATH



                                                                                                                                                                                                           TEMPORARY DISK SPIKES
                                                                                                                                                                                                           ARE TO BE RESUMED AND
                                                                                                                                                                                                           RETAINED FOR LATER USE
                                                                                                                                                                                                                                        6.0




                                                                                                                                                                                                                                                                                                        6.0
                                                                                                                                                    5.0                                                                                                                                                                            MAINTAIN EXISTING CONCRETE
                                                                                                                                                                                                                                                                                                                                   COLUMNS, HEIGHT TO UNDERSIDE
                                                                                                EXISTING STORMWATER PIT                                                                                                                                                                                                            OF BEAM TO BE CONFIRMED
                                                                                                AND PIPES (LOCATION AND
                                                                                                TREATMENT T.B.C.)
                                                                                                                                                                                                                                  5.5




                                                                                                                                                                                                            5.0

                                                                                                                                                                                                                                                                                                                                   DEMOLISH EXISTING
                                                                                                                                                                                                                                                                                                                                   TRENCH GRATE


                                                                                                                   19                                                 4.5
                                                                                                                RP151412
                                                                                                                                                                                                                                                                    5.0
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg




                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                                   0       2        4       6       8       10m
                                                                                                                                                                                                                  RP802360
                                                                                                                                                                                                                                                                                    1:200 (A1)                  1:400 (A3)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                      REFER DRAWING NO 17548-C102 FOR PROJECT NOTES

                                                                                           COPYRIGHT ©                                                                                  Associated Consultants           Client                                                                                                       Drawn            Verified              Project                                          Drawing Title                                                   Scale            Sheet Size
                                                                                      This drawing is subject to                                                                                                                                                                                                                      NV               BD
                                                                                      copyright in accordance with the                                                                                                   N.C. OLIVER                                                                                                  Designed         Verified
                                                                                                                                                                                                                                                                                                                                                                             GOODCHAP STREET, NOOSAVILLE                      EXISTING FEATURES AND                                           AS SHOWN A1
                                                                                      agreement between Tod
                                                                                      Consulting pty ltd (tc) and tc's
                                                                                      client. This drawing shall only be
                                                                                                                                                                                                                                                                                                                                      NV               BD                    PROPOSED CARPARK                                 DEMOLITION PLAN                                                 Drawing Number
                                                                                                                                                                                                                                                                                                                                      Approved         RPEQ No
                                                                                      used for this specific project.
                                                                                                                                                                                                                                                                                                                                      B. DOWNES        14873                 RDP                                                                                                                  17548-C103
                                                                                      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   24.10.18 ISSUED FOR APPROVAL                      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
                                                                                                                                                                                                                                                                                                                                                                  24.10.18   OPW APPROVAL               RL DATUM                                  MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3 of 8       A
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