Development Application - Part 2 of 2 - Covering Letter & Plans · OPW11/0119

                                          NOM                                                                                    NOTE:
                  Dowelled expansion      1.                                                                                                                                  Typical Coipark bay
                  joint refer to                 Crossings are not designed for commercial vehicles.                             Services & rood
                        dwg SEQ R-065     2.     Footpath section to vary where necessary to match concrete footpaths and        furnfire wi not be
                                                 verge profiles. Footpath earthworks adorning concrete must be well compacted.   moved for driveways                               1.Om clear of
                                          3.     Concrete surface tolerance to be,     over 3 metre sections.                                           Stormwater                 UTM devices
                                          4.     Concrete N32 in accordance with AS 1379 and AS 3600.                                                   kerb inlet 1.0m Clearance


                                                                                                                                                                                        15
                                          5.      Reinforcement fabric to AS 1304, 50 top and edge cover. lop fabric 250.                                          from pit lintel
                                          6.     Approved materials for construction:- concrete, paving blocks or asphalt,
                                                 refer project drawings.
                                          7.     Expansion joints to be 10mm thick, full depth closed cell cross linked                                                                  .Om 6.Om
                                                 polyethylene foam (85 - 150 kg/m 3), or 10mm thick compressed
                                                 granulated corkboard, installation to manufacturers' instructions.
                                          8.     All appropriate permits must be obtained from Council, including approval of
                                                 location and levels prior to excavation.                                                                                       IL
                                          9.     Refer project drawings or local authority standard drawings for verge type
                                                 cross sections.                                                                     -+I I- 6.0m             6.Om_I I        --} l-6.0m         6.Om
                                          10.    One access to be constructed per allotment                                                                    X_
                                          11.   Earthworks cut and fill batters from edge of driveway to natural surface to be
                                                max. grade at I in 10 and fully turfed.
                                           12. * * Driveways must achieve a high point of 250mm above invert of kerb to ensure
                                                stormwater is contained within the rood reserve as per requirement of QUDM                                                              ACS
                                                (Queensland Urban Drainage manual). This constraint may be varied upon the          6.Om                     _J L-6.Om
                                                approval of the local authority.
                  L-Alternative 2 profile 13.                                                                                              COLLECTOR
                                                Existing footpath to be transitional to new driveway at a maximum grade
                                                of 1 in 10.                                                                                Prohibited locations shown in a
                                           14. Under special circimstonces 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.       2
                                                                                                                                 Dimensions are in metres.
SPLAYED DRIVEWAY                                                                                                                 The points marked 'X' are either at the median
                                                                                                                                 on a divided rood, or at the intersection of
                                                                                                                                 the main rood centreline and the prolongation
                                                                                                                                 of the side rood kerb line on an undivided road.

                                                                                                  Reinforced 'SL72                             DRIVEWAY PROHIBITED LOCATIONS
                                                                                                  Fabric MIN.
                                                                          Sand blinding layer 30 MAX
                                                SECTION A-A - BREAKOUT TYPE



             HEIGHT ABOVE       °                             a° $                      N        S
         INVERT OF CHANNEL (mm) °                                                       "'       cr

              DISTANCE FROM         o                         ui                        o        In
          INVERT OF CHANNEL (m)     °                                                   in       'I



                                                1500
                                           transition


         Rood surface




      Sow cut existing K&C - 50
      min depth at invert - break
      out and remove back of K&C


                                                                                                                                                   DRIVEWAYS
                                                                                                                                             RESIDENTIAL DRIVEWAY
                                                                                                                                                BREAKOUT TYPE