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Compiled Approved Plans MCU18-.010120, RAL18-0013.01, OPW18-0197.01 · MCU18/0120.01

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Original PDF page 22, section 1. The text section number identifies this passage in the reader.

                                                                    DATE PLOTTED: 5 June 2018 11:13 AM BY : MARK TABER


                                                                                                                                                                      -

                                                                                                                                             NOOSA COUNCIL
                                                                                                                                             APPROVED PLAN                                              LOT 1
                                                                                                                                     MCU18/0120 RAL18/0013 OPW18/0197
                                                                                                                                                21 NOV 2018


                                                                                                                                                                                                                                              J9




                                                                                                                                                                                                                                   J1

                                                                                                                                                                                                                                                J9                          J9



                                                                                                                                                                                                                                                             J1                                                                                                                                                                                                                     J16
                                                                                                                                                                                                                       J9
                                                                                                                                                                                                                                                                                                                    J16
                                                                                                                                                                                                                                         J1                                             J1                                                                                                                                                                             J1

                                                                                                                                                                                                                                                       J9              J9                                                                           MATCH NEATLY TO EXISTING
                                                                                                                                                                                                                                                                                                                                                    KERB AND CONCRETE PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            J16
                                                                                                                                                                                                                                        J9                                                      J9                                                                                                                                                            9
                                                                                                                                                                                                                            J1

                                                                                                                                                                                            J16                                                                                                                                J16
                                                                                                                                                                                                                                                                                                              J1                                 J1
                                                                                                                                                                                     J1                                          J16                                                                                                                       J1
                                                                                                                                                                                                                                                                                                                                                                  J1                                                                                                        PLAN
                                                                                                                                                                     J9                                        J1                                                                                                                                                                                                                                                    SCALE A1 - 1 : 100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           A3 - 1 : 200

                                                                                                                                                                                                                                  J9                                               MIN. SLAB WIDTH 600mm FROM                                               13
                                                                                                                                                                                                                                                                                   EXISTING CONCRETE SLAB                                                       00
                                                                                                                                                                                                                                                                                                                                                                     TY
                                                                                                                                                                                                                                                                                                                                                                        P
                                                                                                                                                                                             J9


                                                                                                                                         LOT 2                                                                              J1           J9


                                                                                                                                                                                                                                                       J9


                                                                                                                                                                                                                                        J1
                                                                                                                                                                                                                    J9                                                            J16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          J16
                                                                                                                                                                                                                                                                  J1                                          MATCH NEATLY TO EXISTING                                                                                                                                       J1
                                                                                                                                                                                                                                                                                                              KERB AND CONCRETE PAVEMENT

                                                                                                                                                                                                                                               J9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             J16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                J1
                                                                                                                                                                                                                                                                                                                             1300 TY
                                                                                                                                                                                                                                                                                                                                         P
                                                                                                                                LEGEND:                                                                                                                                                              J16                                                                                                                                J16

                                                                                                                                                J9                 JOINT TYPE                                                                                                J9                 J1     J1        J1                                                                                                                                                                                          J1
                                                                                                                                                                   NOMINAL KERB LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               J1
                                                                                                                                                                   PAVEMENT TYPE P1 -                                                                                                                                                                                                                                     J16                                                                                                                             J1
                                                                                                                                                                                                                                                                  MIN. SLAB WIDTH 600mm FROM                                                                                                                                              J1
      XREF's: X-250660 DCDB External; X-250660 Survey; X-250660 DESIGN; X-250660 Arch Lot 5; X-HR Design Logo
      CAD File: P:\250660 HR Design Taylor Ct Cooroy\Design\ACAD\250660-CI-006 PAVEMENT JOINTING PLAN.dwg




                                                                                                                                                                   CONCRETE TURNING HEAD
                                                                                                                                                                                                                                                                  EXISTING CONCRETE SLAB                                                                                                                                                                                                                                                 1.3
                                                                                                                                                                   PAVEMENT TYPE P2 - CONCRETE                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                   VEHICLE CROSSOVER                                                                                                                                                                                                                                                                                                                                                                1.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MIN. SLAB WIDTH 600mm FROM
                                                                                                                                REFER Dwg 007 FOR JOINT DETAILS
                                                                                                                                                                                                                                              PLAN                                                                                                                                                                                                                                                   EXISTING CONCRETE SLAB
                                                                                                                                                                                                                                        SCALE A1 - 1 : 100
                                                                                                                                                                                                                                              A3 - 1 : 200                                                                                                                                                                          9




                                                                                                                         0      1        2           4         6            8        10m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SCALE A1 - 1 : 100
                                                                                                                         SCALE 1:100                                                @A1                                                                                                                                                                                                                                                                                    A3 - 1 : 200
                                                                                                                                                                                                                                                                                                                                                                                                                         Drawn                      Date Client
                                                                                                                                                                                                                                                                                                                                                                                                                          M.T.                 6/06/2018   HR DESIGN
                                                                                                                                                                                                                                                                                                               © Cardno Limited All Rights Reserved.                                                                     Checked                    Date Project                                                  Status
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TALYOR COURT COOROY
                                                                                                                                                                                                                                                                                                            This document is produced by Cardno Limited solely for the
                                                                                                                                                                                                                                                                                                                                                                                                                          A.R.
                                                                                                                                                                                                                                                                                                                                                                                                                         Designed
                                                                                                                                                                                                                                                                                                                                                                                                                                               6/06/2018
                                                                                                                                                                                                                                                                                                                                                                                                                                                    Date
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOR APPROVAL
                                                                                                                                                                                                                                                                                                               benefit of and use by the client in accordance with the                                                                                           PROPOSED VEHICLE ACCESS                          NOT TO BE USED FOR CONSTRUCTION PURPOSES
                                                                                                                                                                                                                                                                                        NORTH




                                                                                                                                                                                                                                                                                                                                                                                                                          M.T.                 6/06/2018
                                                                                                                                                                                                                                                                                                            terms of the retainer. Cardno Limited does not and shall not                                                                                         ENGINEERING WORKS                                Datum                         Scale          Size
                                                                                                                                                                                                                                                                                                                                                                                                                         Verified                   Date
                                                                                                                                                                                                                                                                                                            assume any responsibility or liability whatsoever to any third   Cardno (Qld) Pty Ltd | ABN 57 051 074 992
                                                                                                                                                                                                                                                                                                                                                                                       Level 1, 9 Maud Street
                                                                                                                                                                                                                                                                                                                                                                                                                          D.H.                 6/06/2018 Title                                                         AHD                          AS SHOWN          A1
                                                                                                                                                                                                                                                                                                            party arising out of any use or reliance by third party on the                                               Approved
                                                                                                                                                                                                                                                                                                                                                                                     Maroochydore, QLD 4558                                                                                                       Drawing Number                                      Revision
                                                                                                                                                                                                                                                                                                                              content of this document.
                                                                                                                          1         6/06/2018   FOR APPROVAL                                     M.T.   A.R.                                                                                                                                                                   Tel: 07 5443 2555 Fax: 07 5443 5642
                                                                                                                         Rev.          Date                           Description                Des.   Verif. Appd.                                                                                                                                                                 Web: www.cardno.com.au                                                PAVEMENT JOINTING PLAN                                                  250660-CI-006                           1

Document Set ID: 21383727
Version: 2, Version Date: 08/02/2021

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