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Vehicle access

Attached to the e-mail Ind Bus Type 2, Reconfigure a Lot (Access Easements) & Op Works (Comm site investigation report, Vehicle access & Stormwater Mgmt) - MCU18/0120, RAL18/0013 & OPW18/0197 .msg.

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                                                              DATE PLOTTED: 5 June 2018 10:29 AM BY : MARK TABER




                                                                                                                                                                                                                                                                     16             MATCH NEATLY TO EXISTING KERB
                                                                                                                                                                                                                                                                                    AND CONCRETE PAVEMENT (TYP)

                                                                                                                                                                                                                                                                     15
                                                                                                                                                                                                                                                                  .00
                                                                                                                                                                                                                                                     SM3    12
                                                                                                                                                                                                                                                                 2
                                                                                                                                                                   21                                                             13                                                                                                                                                                                                                                              27
                                                                                                                                                                                                                                             14                           21
                                                                                                                                                                                                                                                                             .95
                                                                                                                                                                                                                                                                        1

                                                                                                                                                                                                                                                                                      .90
                                                                                                                                                                                                                                                                                   121




                                                                                                                                                                                                                                                                                      4.1
                                                                                                                                                                            12                                                                                                              121.85
                                                                                                                                                                    22
                                                                                                                                                                                2.
                                                                                                                                                                                   05                                                                                                                                                                                                                                                                                   28
                                                                                                                                                                                         12                                                                                                          121.80
                                                                                                                                                                                           2.
                                                                                                                                                                                              00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12
                                                                                                                                                                                                   12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                                   .75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .55
                                                                                                                                                                                                     1.
                                                                                                                                                                                                                                                                                                              121
                                                                                                                                                                                                        95




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.5
                                                                                                                                                                                                                              VC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        12
                                                                                                                                                                                                             12
                                                                                                                                                                  23




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  VC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.
                                                                                                                                                                                                              1 .9
                                                                                                                                                                                                                                                                                                                         121.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            45
                                                                                                                                                                                                                  0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12
                                                                                                                                                                                                                         12
                                                                                                                                                                                                                                                                                                                    19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.
                                                                                                                                                                                                                          1.8
                                                                                                                                                                                                             4.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    40
                                                                                                                                                                                                                                                                                                                              SM3         18                                                                                                                     29                                                          MATCH NEATLY TO EXISTING KERB

                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                   12
                                                                                                                                                                                                                                    1.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AND CONCRETE PAVEMENT (TYP)


                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                            12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12




                                                                                                                                                                                                                                             1.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0.
                                                                                                                                                                                                                                                                                                              20                                                           17                                                                                                                                         35




                                                                                                                                                                                                                                                 12
                                                                                                                                                                                                                                                 5

                                                                                                                                                                                                                                                   1.7
                                                                                                                                                                                                                                                                                            MATCH NEATLY TO EXISTING KERB                                                                                                                                                                                                    32



                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                         12
                                                                                                                                                                                                                                                                                            AND CONCRETE PAVEMENT (TYP)




                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                           .6
                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                         25                                                                                                                                                                                                                  9
                                                                                                                                                                                                                                                                                     26                                                                                                                                                                                                                                 31
                                                                                                                                                                                                    9                             24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         30




                                                                                                                                                                                                                                                                            PLAN                                                                                                                                                                                                                 PLAN
                                                                                                                                                                                                                                                                  SCALE A1 - 1 : 100                                                                                                                                                                                                        SCALE A1 - 1 : 100
                                                                                                                                                                                                                                                                        A3 - 1 : 200                                                                                                                                                                                                              A3 - 1 : 200
                                                                                                                          LEGEND - PROPOSED:                                                                                                                                                                                                                                        SETOUT TABLE
                                                                                                                                                               NOMINAL KERB LINE
                                                                                                                                                                                                                                                                                                                                                PT No.            EASTING                 NORTHING          SETOUT POINT             LEVEL
                                                                                                                                          SM3
                                                                                                                                                               IPWEA KERB TYPE SM3 PROFILE. REFER
                                                                                                                                                               Std Dwg RS-080 FOR DETAILS                                                                                                                                                           13            491447.00               7076120.50             KI                    0.00
                                                                                                                                          VC
                                                                                                                                                               IPWEA COMMERCIAL CROSSING TYPE B.                                                                                                                                                    14            491448.01               7076120.34             KI                  122.03
                                                                                                                                                               REFER Std Dwg RS-051 FOR DETAILS
                                                                                                                                                               PAVEMENT TYPE P1 -                                                                                                                                                                   15            491450.86               7076121.45             KI                  122.03
                                                                                                                                                               CONCRETE TURNING HEAD
                                                                                                                                                                                                                                                                                                                                                    16            491451.03               7076122.47             KI                  122.03
                                                                                                                                                               PAVEMENT TYPE P2 - CONCRETE
                                                                                                                                                               VEHICLE CROSSOVER                                                                                                                                                                    17            491467.12               7076110.08             KI                  121.57
                                                                                                                                          3.50                 FINISHED CONTOURS
                                                                                                                                                                                                                                                                                                                                                    18            491462.66               7076111.72             KI                  121.64
                                                                                                                                                               LIMIT OF EARTHWORKS
                                                                                                                                                               PROPOSED ACCESS EASEMENT BOUNDARY                                                                                                                                                    19            491459.03               7076112.12             KI                  121.67
                                                                                                                                                               STAGE/CONSTRUCTION BOUNDARY
                                                                                                                                                                                                                                                                                                                                                    20            491458.60               7076111.05             KI                  121.64

                                                                                                                                                                                                                                                                                                                                                    21            491438.87               7076119.25             KI                  121.98

                                                                                                                                                                                                                                                                                                                                                    22            491439.71               7076116.45           DWAY                  122.09

                                                                                                                                                                                                                                                                                                                                                    23            491439.32               7076113.96           DWAY                  122.06

                                                                                                                                                                                                                                                                                                                                                    24           491447.38                7076107.26           DWAY                  121.83
XREF's: X-250660 DCDB External; X-250660 Survey; X-250660 DESIGN; X-250660 Arch Lot 5; X-HR Design Logo




                                                                                                                                                                                                                                                                                                                                                    25           491449.75                7076108.14           DWAY                  121.78
CAD File: P:\250660 HR Design Taylor Ct Cooroy\Design\ACAD\250660-CI-004-005 DETAIL PLAN.dwg




                                                                                                                                                                                                                                                                                                                                                    26           491452.85                7076107.90             KI                  121.53

                                                                                                                                                                                                                                                                                                                                                    27           491499.18                7076068.86             KI                  120.38

                                                                                                                                                                                                                                                                                                                                                    28            491498.76               7076065.69           DWAY                  120.56

                                                                                                                                                                                                                                                                                                                                                    29            491496.34               7076061.74           DWAY                  120.50

                                                                                                                                                                                                                                                                                                                                                    30            491504.02               7076057.04           DWAY                  120.52

                                                                                                                                                                                                                                                                                                                                                    31           491506.09                7076058.17           DWAY                  120.52

                                                                                                                   0      1        2             4         6            8                10m                                                                                                                                                        32            491509.50               7076058.78             KI                  120.31

                                                                                                                   SCALE 1:100                                                          @A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                             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                                             DETAIL PLAN - SHEET 2                                            250660-CI-005                    1
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