Attachment 2 - Civil Design Drawings

                                                                                                                                                                                                                                                                                                                                                                                                                          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
                                                                                                                                                                                                                                                                                                                                                                                                     EARTHWORKS VOLUMES

                                                                                                                                                                                                                                                                                                                                                                                                     CUT                                                      8.10 m3
                                                                                                                                                            6.5




                                                                                                                                                                                                                                                   7.5                                                                                                                                               FILL                                                    1010 m3
                                                                                                                                                                                                                                                                                                    7.5                                                                                              BALANCE                                               1001.90 m3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              200
                                                                                                                                                                                             7.0                                                                                                                                                                                                                                                                                                            SERIES
                                                                                                                                            W
                                                                                                                                              H                                                                                                                                                                                                                                                                                                                                     2.4% MAX
                                                                                                                                                  :0                                                                                                                                                                                                                                                                       CUT         FILL
                                                                                                                                                     .3
                                                                                                                                                          50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N12-400 HORIZONTAL
                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      AND N12 TO TOP AND
                                                                                                                                          6.
                                                                                                                                          W




                                                                                                                                                                                                                                                                                                             7.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BOTTOM COURSE
                                                                                                                                                                                                                          7.0
                                                                                                                                            H
                                                                                                                                       : 0 0.7
                                                                                                                                        W

                                                                                                                                          .6 12
                                                                                                                                          H
                                                                                                                                            :

                                                                                                                                            53




                                                                                                                                                                                                                                                                                              7.3
                                                                                                                                                                                                                                                                                            7.0                                                                                                                                                                                    FREE DRAINING                                      BARS 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           H1 (1800 MAX)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 GRANULAR BACKFILL




                                                                                                                                                                                                                                                                                  7.2
                                                                                                                                                                                                                                                                                                                                                                                                                                       APPROVED BITUMINOUS PAINT,
                                                                                                                                                                                                                6.
                                                                                                                                                                                                                  5




                                                                                                                                                                                                                                                                                                                                                                                                                                       BANDAGE AT JOINTS AND                               55 COVER
                                                                                                                                                                                                                                                                                                                                                                                                                                       INTERSECTION WITH FOOTING,
                                                                                                                                                                                                                                                                       7.1
                                                                                                                                                                                                                                                                                                                                                                                                                                       LAPPING 100mm MIN ONTO FOOTING
                                                                                                                                          5.5                                                                                                                                                                                                                                                                                                                                                                                         BARS 1 (700 LAPS)
                                                                                                                                                                                                   6.
                                                                                                                                                                                                     0




                                                                                                                                                                                                                                                                                                                                                                                                                                       Ø100 AGRIC. DRAIN IN
                                                                                                                                                                                                                                                            7.0




                                                                                                                                                                                                                                                                                                                                                                                                                                       300x300 GRAVEL (20mm)                                                                          SCABBLE FOOTING AT
                                                                                                                                                                                                                                                                                 6.5                                                                                                                                                   WRAP IN GEOTEXTILE TO
                                                                                                                   18                                                                                                                                                                                                                                                                                                                                                                                                                 WALL CORE HEIGHT
                                                                                                                RP151412                                                                                                                                                                                                                                                                                                               APPROVED OUTLET
                                                                                                                                                                                                                                             6.9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CLEAN OUT BLOCK

                                                                                                                                                                                                                                 6.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           250
                                                                                                                                                                                                                                                                                                                                                                                                                  H1              W1          BARS 1         D1                                                                                               PROVIDE VERTICAL CONTROL JOINTS
                                                                                                                                                                                                                                                                      6.0




                                                                                                                                                                                                                                                                                                                                                            6.0
                                                                                                                                                                                                                                                                                                                                                                                                                1000             800        N12-400          200                                                                                              (V.C.J) TO ALL BLOCK WALLS, AT 6.0m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MAX CRS. PROVIDE N12-400 CORNER
                                                                                                                                                                                                              6.7




                                                                                                                                                                                                                                                                                                             W                                                                                                  1400         1200           N16-400          200
                                                                                                                                                                                                                                                                                                              H                                                                                                                                                                                                                                               BARS TYPICAL WITH 450 LAPS EACH END
                                                                                                                                      W




                                                                                                                                                                                                                                                                                                                  :0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           D1
                                                                                                                                        H




                                                                                                                                                               5.0                                                                                                                                                  .8                                                                                          1600         1400           N16-400          300
                                                                                                                                          :1




                                                                                                                                                                                                                                                                                                                       46                                                                                                                                                               BARS 1
                                                                                                                                       .5 : 1




                                                                                                                                                                                                                                                                                                                                                                                                                1800         1600           N16-200          300
                                                                                                                                         W

                                                                                                                                         26 .5
                                                                                                                                           H




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N12-300
                                                                                                                                                                                 6.6                                                                                                                         W                                                                                                                                                                          450 LAPS
                                                                                                                                               1




                                                                                                                                          W                                                                                                                                                                   H
                                                                                                                                                     7




                                                                                                                                              H                                                                                                                                                                   :0
                                                                                                                                                :1                                                                                                                                                                  .9                                                                                                                                                                                        300
                                                                                                                                                  .6                                                                                                          5.5                                                      50
                                                                                                                                                       50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W1

                                                                                                                                                                                                                                 5.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RETAINING WALL - RW1
                                                                                                                                                                     450




                                                                                                                                                                           D           D                 D            D         D        D            D           D          D          D               D                D                          D              D                  D                                                                                                               1:20 @ A1 | 1:40 @ A3
                                                                                                                                                                     450




                                                                                                                                                                                                                                                                                                                                                                                                               20.10 CONTROL                                   20.09 CONTROL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            800 MAX
                                                                                                                                                                                                                                                                                                                                                                                                               JOINT BLOCK                                     JOINT BLOCK                               FOOTING REINFORCEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STEP
                                                                                                                                                                                       4.5                                                                                                                                                                                                                                                                                                               AS DETAILED
                                                                                                                   19
                                                                                                                RP151412
                                                                                                                                                                                                                                                                                                            5.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          250
                                                                                                                                                                                                                                                                                                                                                                                                   SERIES
                                                                                                                                                                                                                                                                                                                                                                                                     200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          250
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 COGGED BARS SAME AS
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg




                                                                                                                                                                                                                                                                                                                                                                                                               ELASTOMERIC SEALANT                             VERTICAL                                                                                                                          FOOTING REINFORCEMENT
                                                                                                                                                                                                                                                                                                                                                                                                               EACH SIDE OF JOINT                              REINFORCEMENT                                                           EQUAL TO                                                  (600 LAPS)
                                                                                                                                                                                                                                                                                                                                                                                                                                                               EACH SIDE OF JOINT                                                     STEP HEIGHT


                                                                                                                                                                                                                                           1
                                                                                                                                                                                                                                        RP802360
                                                                                                                                                                                                                                                                                                                                      0       2         4      6       8       10m                                  VERTICAL CONTROL JOINT                                                                                                   TYPICAL FOOTING STEP
                                                                                                                                                                                                                                                                                                                                       1:200 (A1)                  1:400 (A3)                                                           1:10 @ A1 | 1:20 @ A3                                                                                                   1:20 @ A1 | 1:40 @ 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                                       EARTHWORKS PLAN                                                                                 AS SHOWN A1
                                                                                      agreement between Tod
                                                                                      Consulting pty ltd (tc) and tc's
                                                                                      client. This drawing shall only be
                                                                                                                                                                                                                                                                                                                                                                                          NV                   BD                             PROPOSED CARPARK                                                                                                                                                  Drawing Number
                                                                                                                                                                                                                                                                                                                                                                                          Approved             RPEQ No
                                                                                      used for this specific project.
                                                                                                                                                                                                                                                                                                                                                                                          B. DOWNES            14873                          RDP                                                                                                                                                                   17548-C105
                                                                                      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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5 of 8       A