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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                                              PROPOSED WORKS




                                                                                                                                                                                                                                                                     8.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONTOUR MAJOR        (1.0m INTERVAL)                            CONTOUR MAJOR       (1.0m INTERVAL)




                                                                                                                                                                                                                                                                                                                                                                                                                                0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7.0
                                                                                                                                                                                                                                                                                                                                                                                                                              7.
                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONTOUR MINOR        (0.5m INTERVAL)                            CONTOUR MINOR       (0.25m INTERVAL)
                                                                                                                                                                                                                   EXISTING BUILDING                                                                                                                                                                                                               KERB AND CHANNEL                                                KERB AND CHANNEL TYPE B1 REFER
                                                                                                                   1
                                                                                                                                                                                                                                                                                                                                                                                                                                                   EDGE OF BITUMEN                                                 IPWEAQ STD DRG RS-080
                                                                                                                RP138403




                                                                                                                                                                                                                                                                                                               8.
                                                                                                                                                                                                                                                                                                                                                                                                                                                   TOP OF BANK                                                     CONCRETE INVERT REFER IPWEAQ STD




                                                                                                                                                                                                                                                                                                                5
                                                                                                                                                                                                                                                                                                                                                                                                                                                   BOTTOM OF BANK                                                  DRG RS-080
                                                                                                                                                                                                                                                                                                                                                                                                                                                   TIMBER SLEEPER FENCE                                            EDGE OF BITUMEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                   TIMBER FENCE                                                    BLOCKWORK RETAINING WALL - REFER RW1
                                                                                                                                                                                                                                                                                                                                                                                                                                                   CHAINWIRE FENCE                                                 TOP OF BANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                   STORMWATER                                                      BOTTOM OF BANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                   ELECTRICAL                                                      SUBSOIL DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                   SEWER                                                           1100m HIGH TUBULAR FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                   SEWER RISING MAIN                                               ASPHALT PAVEMENT REFER PAVEMENT
                                                                                                                                                                                                                                                                                                              8.0                                                                                                                                                                                                  SPEC
                                                                                                                                                                                                                                                                                                                                                                                                                               D                   EXISTING Ø450 PIPE FROM COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                   RESERVE WORKS                                                   SIGNAGE - REFER SIGN SCHEDULE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            450    450   450
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED STORMWATER INFRASTRUCTURE
                                                                                                                                                        7.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED SLOPING FACE HEADWALL
                                                                                                                                                                           7.5
                                                                                                                   17
                                                                                                                RP151412

                                                                                                                                                                                                                                                                                     EXISTING
                                                                                                                                                                                                                                                                                TELECOMMUNICATION
                                                                                                                                                                                                                                                                                      TOWER                                                                                                                                                                                               EROSION AND SEDIEMENT CONTROL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SF        PROPOSED SEDIMENT FENCE REFER IECA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STD DRGS SF-01 & SF-02
                                                                                                                                                      6.5




                                                                                                                                                                                                                                                          7.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STORMWATER INLET PROTECTION IN
                                                                                                                                                                                                                                                                                                                7.5                                                                                                                                                                                                ACCORDANCE WITH IECA STD DRG OG-01
                                                                                                                                                                                            7.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          vvvvvvvvvvvvvv           GRASS FILTER STRIPS TO REAR OF ALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NEW KERBS IN ACCORDANCE WITH ICEA
                                                                                                                                                                           vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv                                                         vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STD DRGS GFS-01 & 02
                                                                                                                                             0
                                                                                                                                          6.




                                                                                                                                                                                                                                                                                                                         7.4
                                                                                                                                                                                                                          7.0
                                                                                                                                                 SF




                                                                                                                                                                                                                                                                                                          7.3
                                                                                                                                                                                                                                                                                                        7.0




                                                                                                                                                                                                                                                                                              7.2
                                                                                                                                                                                                               6.
                                                                                                                                                 SF




                                                                                                                                                                                                                  5




                                                                                                                                         5.5                                                                                                                                   7.1
                                                                                                                                                                                                  6.
                                                                                                                                                 SF




                                                                                                                                                                                                    0




                                                                                                                                                                                                                                                                   7.0




                                                                                                                                                                                                                                                                                          6.5
                                                                                                                   18
                                                                                                                RP151412
                                                                                                                                                                                                                                                    6.9
                                                                                                                                                 SF




                                                                                                                                                                                                                                     6.8
                                                                                                                                                 SF




                                                                                                                                                                                                                                                                              6.0




                                                                                                                                                                                                                                                                                                                                                                      6.0
                                                                                                                                                                                                             6.7
                                                                                                                                                 SF




                                                                                                                                                       5.0


                                                                                                                                                                                6.6
                                                                                                                                                 SF




                                                                                                                                                                                                                                                                     5.5
                                                                                                                                                 SF




                                                                                                                                                                                                                                     5.0
                                                                                                                                                                 450




                                                                                                                                                                       D              D                 D             D              D          D            D           D           D              D               D              D                          D              D                  D
                                                                                                                                                                 450
                                                                                                                                                 SF




                                                                                                                                                                                                                                                                                                                                          SF




                                                                                                                                                            SF             SF               SF               SF                 SF         SF              SF            SF              SF              SF                   SF
                                                                                                                   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                        EROSION AND SEDIMENT CONTROL AS SHOWN A1
                                                                                      agreement between Tod
                                                                                      Consulting pty ltd (tc) and tc's
                                                                                      client. This drawing shall only be
                                                                                                                                                                                                                                                                                                                                                                                                    NV          BD                       PROPOSED CARPARK                                   PLAN                         Drawing Number
                                                                                                                                                                                                                                                                                                                                                                                                    Approved    RPEQ No
                                                                                      used for this specific project.
                                                                                                                                                                                                                                                                                                                                                                                                    B. DOWNES   14873                    RDP                                                                                 17548-C108
                                                                                      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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8 of 8       A
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