Standard Drawings

                                                                                                                                Required cut batter for                                       ______ Safe sight distance                       Safe sight distance




                                                                                                                       -J
                                                     Prohibited locations                                                       adequate sight distance                 Required cut                 refer to SSD table                        refer to SSD table
                                                     shown by heavy line.                               Lateral offset                                                  batter for           Edge of obstruction
                                                     The greater of 15m from                                                                     Lateral offset         adequate sight
                                                                                                        "to bench                                                                              e.g. embankment                          Y— Driveway
                                                                                                                                   Height of       to bench
                          TP                  TP     road edge or T.P.+6.0m
                                                                                                                                   bench
                                                                                                                                                                        distance                   C B-l
                                                    »    RP boundary
                                                                                                                                   required
                                                                                                                                                                                             Line of sight
                                                    TP                                                          ;/
                                                         Edge of road
                                                                                                                                                                        300 min
                    15m min                                                                                                                                       Line of sight                               Centre of lone
                                                                                              Height of —'        L- Line of sight
                                                                                         bench requred                               Cut batter to —1                                   Rood centerline

                                                                                    Vegetation in this area —              normal formation                                                                                           L Rura| Road
                                                                                    must be grass only &       Vegetation in this area must be —
         PROHIBITED LOCATIONS AT INTERSECTIONS                                         300 max in height      grass only & 300 max in height                                                                               PLAN
                                                                                                                  regular maintenance required.
                  FOR RURAL DRIVEWAYS                                                                                                                                                                                                              Safe sight distance
                                                                                                                   BENCHING DETAIL                                                                                                                 refer to SSD table
                                                         >— Endwalls to be concrete or min 0200 rocks
                                                            grouted with cement.                                                                                                  Safe Sight Distance                Drivers eye
                                                            On roads with a marked centerline, ends to
                                                                                                                     SECTION B-B                                                                                    height 1.1m
                                                            be sloping if:                                                                                                  Speed Limit Safe Sight
                                                            <4.6m from road edge for 60Km/h zone.                               PIPE SIZE                                     (km/h)    Distance (m)
                                                            <6m from road edge for 80Km/h zone.
                                                            <9m from road edge for WOKm/h zone.              Catchment Area             ARI 2          ARI 10                      40                   73
                                                            Refer to TMR Std Dwgs 1304,1305,1306 for                                                                               50                   97
                           1.0m min
                                                            sloping/square endwalls.                               <0.5Ha               375             450
                                                                                                                                                                                   60                  123               Line of sight shall have a min
                                                                         Stone pitch Inlet/Outlet
                                                                                                                   <1.0Ha               450             525
                                                                                                                                                                                   70                  151           vegetation/bench clearance of 300
                                                                    /    min. 0200 rocks                           <1.5Ha               525             600
                                                                                                                                                                                   80                  181          except where the sight line remains          Top of car
                                          R                                                                        <2.5Ha               600            2/450
                                                                                                                                                                                   90                  214             in the road formation as shown.         height 1.25m
                                                                                                                   <3.0Ha              2/450           2/525
                                                                             _L                                    <4.0Ha              2/525           2/600
                                                                                                                                                                                  100                  248
                                                                                                                                                                                                                               LONGITUDINAL SECTION
                                                      t       1.0m min _ |
                                                                                                                   <5.0Ha              2/600
                                                                                                              For average daily traffic <= 2000, ARI 2
                                                                                                                                                         (2)              Based on Austroads Part 4A -
                                                                                                                                                                          2009, Table 3.2                                 SSD - EXITING FROM DRIVEWAY
                                                         I-                    o                                                                                                                       5.0m               801 1500 min.              varies       1500,
                                                                                                              For average daily traffic > 2000, ARI 10
                         SECTION A-A                                                                                                                                                                                      min.
                                                                                                              (1) Alternatives may be approved if                                 sco        2.8m min
                                                                                                                                                                                                                                                              1 in 8 ma*
                                                                                                                                                                   ■O
                                                                                                              supported with calculations in accordance                           ■8 fe
                                              \//\ 125 Compacted gravel base,                                                                                                                                                                          4
                                                                                                              with the provisions of the Queensland
                                              v / A unbound pavement, Type 2.1.                                                                                                    <D "5                                 1 ini 6               A
                                                                                                              Urban Drainage Manual or under the                                   cn o
                                                                                                                                                                                  TJ -C                                               6 mg
                                                      4.0m min                                                provisions of Council’s Planning Scheme.                            LxJ CD     1 in 33           1 in 33    max.

                                                                                                              (2) Seek consulting engineer advice.
                                                                                   Property boundary                                                                             Create low point to T               300 min. cover
                                                                                            min 0375                                                                      allow larger storm events
             Pipe length varies                                                             RCP           Stone pitch outlet/inlet,
                                                                                                                                                                         to overtop access without              TYPICAL DRIVEWAY SECTION - ROAD IN CUT
    concrete headwalls required                                           TP                                                                                               affecting the main road. —
                                                                                                          min 0200 rocks
                                                                                                                                                                                                  5.0m                    800      1500 min          varies        1500
                                                                                                                       Invert of table drain
                                                                                                                       to grade into inlet and
                                                                                                                                                                   •g             I                                       max
                                                                                                                                                                                                  2.8m min
                                                                                                                                                                                  =4



        L
                                                                                                                       flow from outlet of
                                                                                                                                                                                  <D 3
                                                                                                                                                                                   cn o                                   1in8
                                                                                                                       culvert.                                                   ■O JZ      Fixed 1 in 33 fall
                                                                                                                                                                                  UJ    cn                                max
                        R 5.0m                                                                                         NOTES:                                                                                                           rnax
                           min                                                          1 Guide post
                                                                                                                         1. A site assessment (By a Council representative)
                                                                                        each side
                                                                                                                            is to occur upon application for a pipe crossing.
                                                                                                                            Pipe crossings are not to be installed on road verges that
           Edge of sealed shoulder                                                                                          fall to the subject property where stormwater cannot
                                                                               2 Coat Bitumen Seal                          be directed to a natural water course or drainage easement or
                                                                                                                                                                                                                          Provide culvert where table drain exists
                                                                                                                             when there is no upstream stormwater catchment or V-Drain.
                                                                                                                                                                                                                          or water runs along embankment.
                                                                                                                         2. All dimensions are in millimetres unless shown otherwise.
                                               DRIVEWAY PLAN
                                                                                                          These drawings have been developed in consultation between the participating Councils.                  TYPICAL DRIVEWAY SECTION - ROAD IN FILL
                                                                                                    BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.

      WiK ....         growing Number
                                                                                                                                                                                                                   DRIVEWAYS
                iwing number changed from SEQ R-056 to RS-056
      12/11 Drowinc                                                                                    INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA
      06/10 I Review"
B     06/09 Review                                                                                                     STANDARD DRAWINGS                                                                       RURAL DRIVEWAY                                        RS-056
IEI                               REVISIONS