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RFI - P0478-26-001_Cooroy_Development_OPW

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LEGEND:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ADJACENT BOUNDARY                                                                                  PROPOSED STORMWATER PIT & MANHOLE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED BOUNDARY                                                                    RW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED RAINWATER TANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DESIGN CONTOURS (0.1m INTERVAL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED CONCRETE PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 113.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       25                                   EXISTING CONTOURS (0.1m INTERVAL)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   116.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED FOOTPATH CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING FENCE
                                                                                                                                                                                                                               FH                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED WALKWAY
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        116.8
                                                                                                                                                                                                                                                  10                                                                                                                                                                                                                                                                                                    11
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         113.6
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