Development application part 2 of 2 · OPW11/0371

            n)a                        7.      Expansion joints to be 10mm thick, full depth closed cell cross linked
            0
            d         00                      polyethylene foam (85 - 150 kg/m 3), or 10mm thick compressed
                                              granulated corkboard, installation to manufacturers' instructions.
4.
            a,
                                       8.     All appropriate permits must be obtained from Council, including approval of                  TP J                    TP             TI
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                 Q                                                                                                                                                       o_    a
                                   A          location and levels prior to excavation.                                                                                         H
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                  0 0                  9.      Refer project drawings or local authority standard drawings for verge type
    AS4SB6        0 0
                  LCJ 0
                                              cross sections.                                                                                 6.Om          6.Orn             --
                  N           J        10.    One access to be constructed per allotment.
                      z >(                                                                                                                    ^X              X                     _
                                       11.    Earthworks cut and fill batters from edge of driveway to natural surface to be
                                              max. grade at 1 in 10 and fully turfed.

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                                       12.   * * Driveways must achieve a high point of 250mm above invert of kerb to ensure
                                              stormwater is contained within the road reserve as per requirement of QUDM
                                              (Queensland Urban Drainage manual). This constraint may be varied upon the
      L_L Alternative 1 profile               approval of the local authority.
                                                                                                                                    6.Om _.rj 1 -          --.1 f^- 6.Om
            Alternative 2 profile 13.         Existing footpath to be transitional to new driveway at a maximum grade                     COLLECTOR
                                              of 1 in 10.                                                                        _______ Prohibited locations shown in a
                                       14.    Under special circimstances Council may approve a rising grade of 1:8 in this             heavy line, based on AS 2890.1
                                              location or within 1 metre of the property boundary.
                                       15.   All dimensions in millimetres.                                                    Dimensions are in metres.
l   AY                                                                                                                         The points marked 'X' are either at the median
                                                                                                                               on a divided road, or at the intersection of
                                                                                                                               the main road centreline and the prolongation
                                                                                                                               of the side road kerb line on an undivided road.
                                                                                               Reinforced •SL72                              DRIVEWAY PROHIBITED Lc
                                                                                               Fabric MIN.
                                                                       Sand blinding layer 30 MAX
                                             SECTION A-A - BREAKOUT TYPE

                                                                                              *
                                                                                              *

IGHT ABOVE                    0                           cc                         LI)      0
                                                          cc                         N        LI)
                              C)                                                     N        N
OF CHANNEL (mm)
                                                                                                              1000        1000                                    Roll over
>TANCE FROM                   0                                                      0
                              0                                                                                                                                     1500
 OF CHANNEL (m)
                              T                                                                                                                                                    Ca

                                           1500                        1500
                                        transition                   footpath


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