Approved Plans OPW18/0118

                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED 'RKO' GRATE ON                                          CONCRETE PAVEMENT REFER
                                                                                                                                                                                                                            3.000                                                                                                                                                                             EXISTING PIT WITH CONCRETE                                       IPWEAQ STD DRG RS-183
                                                                                                                                                                                                                      INDENTED BUS BAY                                                                                                                                                                        SURROUND, REFER ROKLA
                                                                                                                                           REMOVE EXISTING KERB AND
                                                                                                                                                                                                                                                                                                                                                                                                              FOR SPECIFICATIONS
                                                                                                                                           CHANNEL AN REPLACE WITH
                                                                                                                                           PROPOSED CONCRETE                                                                        Y16 TRIMMER BAR
                                                                                                                                           INVERT IN ACCORDANCE WITH                                                                                                                                         NOMINAL FACE OF KERB
                                                                                                                                                                                                   75                                                                         75
                                                                                                                                           IPWEAQ STD DRG RS-080
                                                                                                                                                                                                                                    SL92 MESH




                                                                                                                                                                                                                                                                    150
                                                                                                                                                                                                                         COVER
                                                                                                                                                                                                                                                                                                             KERB TYPE B2 (AS PER




                                                                                                                                                                                                                           50
                                                                                                                                                                                                                                                                                                             IPWEAQ STD DRG RS-080)




                                                                                                                                                                                                                                                                                                                                                                                                                                     150
                                                                                                                                           ASPHALT INFILL
                                                                                                                                                                                                                                                                                                                                                                          N12-300 TIE BARS, DRILL AND                                                                                 CAREFULLY REMOVE EXISTING LID AND




                                                                                                                                                                                                                200
                                                                                                                                                                                                                                 1 IN 40                                                                                                                                  EPOXY 150mm INTO EXISTING                                                                                   REPLACE WITH NEW TO SUIT. MAKE UP
                                                                                                                                                                                                                                                                                                                                                                          CONCRETE WALLS (TYPICAL)                                                                                    LEVELS AS NEEDED (T.B.C ON SITE)




                                                                                                                                                                                                                                                                                                                 160
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N16-200 TOP AND BOTTOM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EACH WAY (50 COVER)




                                                                                                                                                                                                                                                                                                        75
                                                                                                                                                                                                                             1 IN 100                                                 75




                                                                                                                                                                                                         50
                                                                                                                                           EXISTING FLEXIBLE                                                              GEOFABRIC LAYER
                                                                                                                                           PAVEMENT                                100             300

                                                                                                                                                                                                                          CRUSHED ROCK OR EQUIVALENT
                                                                                                                                                   RETAIN EXISTING SUBSOIL                                                APPROVED FREE DRAINING
                                                                                                                                                   DRAIN, CONNECT TO                                                      NON-PLASTIC MATERIAL
                                                                                                                                                   EXISTING STORMWATER PIT

                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING PIT




                                                                                                                                                                                             SECTION                     A                                                                                                                                                                                                                           SECTION             B
                                                                                                                                                                                                 NOT TO SCALE          C003                                                                                                                                                                                                                          1:20 @ A1          C003
                                                                                                                                                                                                                                                                                                                                                                                                                                                     1:40 @ A3




                                                                                                                                                                                                                             EXISTING ASPHALTIC
                                                                                                                                                                                                                                 CONCRETE                                                                                          NEW CONCRETE CROSSING
                                                                                                                                                                                                                                 DRIVEWAY                                                                                             40MPa CONCRETE

                                                                                                                                                                                                                                                                           NON-SHRINK GROUT INFILL (F'c                                                             40x8 PLATE (H.D.G.) AT 200 CRS.
                                                                                                                                                                                                                                                                           > 50 MPa) SURFACE FINISH TO                                                              EACH WAY TO FORM GRID - 6mm
                                                                                                                                                                                                                                                                           BE BROOMED                                                                               CFW TO 50mm PLATE
                                                                                                                                                                                                                                                PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                           TO MATCH EXISTING
                                                                                                                                                                                                                                                                                      1500                                                                                             1200                                                    KERB INLET

                                                                                                                                                                                                                                                                          SL81 MESH                      #                                                                       SL81 MESH
                                                                                                                                                                                                                                                                          N16-200




                                                                                                                                                                                                                                                                                                                                                                                                               KERB LINE
                                                                                                                                                                                                                                                                                                                                                                                        #




                                                                                                                                                                                                                                                                                                                                                                                                                           130 MAX
                                                                                                                                                                                                                                                                                                                                           50mm THICK COVER                                                                                  GOODCHAP STREET
                                                                                                                                                                                                                                                                                                                                           PLATE (H.D.G TO
                                                                                                                                                                                                                                         180




                                                                                                                                                                                                                                                                           2.5%                                                            900gm/sqm)




                                                                                                                                                                                                                                                                                                                                                                                             180
                                                                                                                                                                                                                                   300




                                                                                                                                                                                                                                                                                                                                                                                                                                               MIN
                                                                                                                                                                                                                                                                                                                                                                                                                                               150
                                                                                                                                                                                                                                                                          N12-200
                                                                                                                                                                                                                                                                                                                                        HIGH STRENGTH
                                                                                                                                                                                                                                                                                       400




                                                                                                                                                                                                                                                                                                                                        NON-SHRINK GROUT
                                                                                                                                                                                                                                                                                                                                        F'c = > 50MPa                                   N16-200                      N12-200
                                                                                                                                                                                                                                                                    300             400 FB1                                                                     400 FB1
                                                                                                                                                                                                                                                                                                                                                                                                                                              #    PROVIDE N20x600 LONG BARS
                                                                                                                                                                                                                                                                                                                                                                                                                                                   (H.D.G.) AT 200 CRS. TO THREE
                                                                                                                                                                                                                                                                                        PIER                                         EXISTING TELSTRA                                 PIER
                                                                                                                                                                                                                                                                    FB1:                                                                                                                           PIER:                                           SIDES OF 50 PLATE FULL
                                                                                                                                                                                                                                                                                                                                        SERVICE PIT
                                                                                                                                                                                                                                                                    3-N20 TOP                                                                                                                      5-N16 VERTICAL                                  STRENGTH BUTT WELD TO PLATE
                                                                                                                                                                                                                                                                    3-N24 BOTTOM                                                                                                                   R10 SPIRAL
                                                                                                                                                                                                                                                                    N12-300 LIGS                                                                                                                   150 PITCH



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     -
                                                                                                                                                                                                                                                                                                                                     SECTION
                                                                                                                                                                                                                                                                                                                                     1:20 @ A1
                                                                                                                                                                                                                                                                                                                                                            C                                                                                                                               NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                        C003
                                                                                                                                                                                                                                                                                                                                     1:40 @ A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            APPROVED PLAN
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\17548_GOODCHAP.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OPW18/0118 25 SEP 2018
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       AS AMENDED BY CONDITIONS
                                                                                COPYRIGHT ©                                                                             Associated Consultants                  Client                                                                                                                             Drawn                   Verified                 Project                                                                     Drawing Title                                                 Scale            Sheet Size
                                                                           This drawing is subject to                                                                                                                                                                                                                                              NV                      BD
                                                                           copyright in accordance with the
                                                                           agreement between Tod
                                                                                                                                                                                                                N.C. OLIVER                                                                                                                        Designed                Verified
                                                                                                                                                                                                                                                                                                                                                                                                    GOODCHAP STREET, NOOSAVILLE DETAILS                                                                                                       AS SHOWN A1
                                                                           Consulting pty ltd (tc) and tc's
                                                                           client. This drawing shall only be
                                                                                                                                                                                                                                                                                                                                                   NV                      BD                       ACCESS IMPROVEMENTS                                                                                                                       Drawing Number
                                                                                                                                                                                                                                                                                                                                                   Approved                RPEQ No
                                                                           used for this specific project.
                                                                                                                                                                                                                                                                                                                                                   B. DOWNES               14873                    RDP                                                                                                                                           17548-C004
                                                                           This drawing shall not be used
                                                                                                                                                                                                                                                                                                          Noosa: 07 5449 9600                                                                       LOCAL AUTHORITY                  NSC
                                                                                                                                                                                                                                                                                          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   14.09.18 RESPONSE TO INFORMATION REQUEST    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
                                                                                                                                                                                                                                                                                                                                                                                        14.09.18    OPW APPROVAL                     OPW 18/0118          RL DATUM                                  MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4 of 5       A