RPEQ Response to Information Request

     e.   an Erosion and Sediment Control Plan to be utilised during the construction phase and in the
          longer term. Refer to drawing 12502247-C041 and notes on 12502247-C011.
2.   Provide additional detail demonstrating how the construction of the proposed driveway crossover will
     not create worsening slope stability conditions and avoid the potential creation of hazards within the
     road reserve. Please note that council are unlikely to support privately owned retaining structures
     within the road reserve. Refer to the drawings and recommendations provided in the CGC slope
     stability report “CGC-SR-2022-011-R02-Rev01”. No retaining walls have been provided and cut slopes
     within the road reserve have been kept to a maximum of 1 in 4.
3.   Provide sufficient detail (sight lines, etc) that demonstrates that the crossover location complies
     generally with Council’s standard drawing RS-056. Sight distances were checked in accordance with
     RS-056, with an assumed maximum speed of 70km/hr. Sight distances to the proposed vehicle
     crossover exceeded 151 m in both directions. Refer to figures below for additional information




                                           12592247 | 411 Black Pinch Road, Cootharaba - Information Request Response   2