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RFI - App - Updated SWMP - 11 Robert St

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Found
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       No Mk



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Meter Meter




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Power Pole




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 #16928
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W ew W
                                                                                                                                                                                                                                                                                                                                                               89°57'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TREATMENT ZONE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TBM1 Nail in Kerb
                                                                                                                                                                                                                                                                                                                                                                                                                               1.58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                            1.67                                                                                  1.63                                                            1.68                         40.234                                                                                                                                                          1.77                                                                      1.56                                                 1.5




                                                                                              Found
                                                                                              No Mk




                                                                                                                                                                                                                                                                                                                                                                                                                                        1.80
                                                                                                                                                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                  .66




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Telstra
                                                                                                                                                                                                                                                                                                                                                                                                                 1.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.7
                                                                                                                                                                                                                                                                                                                                                                                      1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.7




                                                                                                                                        2.88
                                                                                                                                                                                                                                                                                                                                                      POOL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6
                                                                                                                                                                                                                                            POOL                                                                                                                                                                                                                                                       6                                  1.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4
                                                                                                                                                                  5                                                                         6 x 3                                                                                                     6 x 3                                                                                                                                        1.7                                                                                                                               1.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ZONE A:- EXISTING STRIPPED AREA TO BE REINSTATED WITH PEGGED GRASS
                                                                                                                                                                      1.5




                                                                                                                                               1.58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.75




                                                                                                                                                                                                                                                                                                                                                                                                                                   1.94




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ew
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.7                                                                              5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RL1.440
                                                                                                                                                                                                                     9                                                                                                                       0                                                                                                                                                                                                              1.7




                                                                                                                                                                                                                                                                                                1.62
                                                                                                                                                                                                                         1.5                                                                                                                  1.7                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 (BUFFALO VARIETY) AND ESTABLISH. EXTEND GRASS COVER TO
                                                                                                                                                                                                                                                             4                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                         1.6                                                                                                                                                                                                                                                                                                             1.7




                                                                                          Approximate Sewer Line Location (See note)
                                                                                                                                                                            3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NEWLY CONSTRUCTED SPOON CUT OFF DRAIN IMMEDIATELY TO
                                                                                                                                                                                                                                                                                         6
                                                                                                                                                                             1.5                                                                                                          1.6                                                     0
                                                                                                                                                                                                                                                     .61                                                                                      1.7                                         .62




                                                                                                                                                                                                                                                                                                1.67
                                                                                                                                                                                                         1
                                                                                                                                                                                                          1.9                                             1                                                                                                                                   1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RE-DIRECT CLEAN WATER RUNOFF AWAY FROM CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LINDSAY CONSULTING PTY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ew
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.66
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.72
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LTD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .54
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ZONE B:- DRIVEWAY CONSTRUCTION AREA TO DIRECT RUNOFF TOWARDS


                                                                                                                                                           1.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BASIN FOR CONTAINMENT AND TREATMENT BEFORE RELEASE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ew
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RPEQ 4928
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LINE AREA WITH ROAD BASE AS REQUIRED TO MAKE ALL WEATHER

                                                                                                                                         1.52
                                       S                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9 9
                                                                                                                                        2.35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.6 1.6                                                                                                                                                                                                                                                                                                                                                                                                                OFF. 2C/82 PARKER STREET, MAROOCHYDORE                PH 54 792 118
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SURFACE FOR CONSTRUCTION AND REDUCE TRACKING OFF SITE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ZONE C:- RUMBLE STRIP - REFER DETAILS ON OTHER PLANS.                                                                                                                                                         LINDSAY CONSULTING PTY LTD AND IS FOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ew




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.33
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.47
                                                                                                                                                                                            9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         32.187
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     180°00'
                                                                                                                                                                                             1.9                                                                                                                                                                                                          8                            1                          0
                                                                                                                                                                                1
                                                                                                                                                                                 1.9
                                                                                                                                                                                                                                                                                                                                                                                                      1.8                          1.8                        1.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ZONE D:- ROAD VERGE TO BE KEPT CLEAN AND FREE FROM SILT OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .78                                                                             .73




                                                                                                                                                                                                                                                                                                                                               00
                                                                                                                                                                                                                                                                                                                                    4                                                                                                                                     1                                                   1.7                     1                                                                                    5
                                                                                                                                                                                                                                                                                                                                     2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.7                                                                                                                                                                                                                                                                                                                                                    PRIOR EXPRESS WRITTEN CONSENT OF
                                          Timber Fence on Existing Block Retaining Wall




                                                                                                                                                                                                                                                                                                                                             2.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ew
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.76
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DEBRIS. BUILDER TO CLEAN DAILY OR AS REQUIRED TO ENSURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.73
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                                     4
                                                                                                                                                                                                                                                                                                                                                                                                      1.8                                                                                                                                                                                                                    0
                                                                                                                                                                                                                 3                                   4                                                                                                                                                                                                                                                                                                                                                                        1.8                                                                                                                                                                                                 COMPLIANCE. AREA REINSTATED UPON COMPLETION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.73




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.32
                                                                                                                                                                                                                  1.9                                  1.9                                                        7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.47
                                                                                                                                                                                                     4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PLOTTED FROM COUNCIL RECORDS
                                                                                                                                                                                                      1.9                                                                                                             1.8

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ZONE E:- STREET SWEPT REGULARLY OR AS REQUIRED TO ENSURE ANY                                                                                                                                              CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.58




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING 600 D x 1200 W RCBC
                                                                                                                                                                                                                                                                                                                                                                                                          2                                                                                                                                                                                                                                                                                                    1.43




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.59ew
                                                                                                                                                                                                                                                                                                    0
                                                                                                                                                                                                                                                                                                     1.9                                                                                                      1.8
                      SP156679




                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                                          1.9                                                                                                                                                                                  8                                          2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SILT LOSS IS COLLECTED BEFORE ENTERING STORMWATER SYSTEM.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .74                                                                                                                                                                                                                                                                                                                                                 WASHING OF ROAD IS STRICTLY PROHIBITED.




                                                                                                                                                                                                                                                                                     1.90
                        Lot 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     GJ GARDNER NOOSA
                                                                                                                                                                  8                                                                                                                                                                                                                                                                                                                1
                                                                                                                                                                      1.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ew
                                                                                                                                                                                                                                                                                                                       BINS
                                                                                                                                                                                                                                                                                                    6                                                                                                                                                                                                                                                                                                                                  7
                                                                                          32.187




                                                                                                                                                                                            1.93
                                                                                                                                               1.93




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.5
                                                                               00°00'




                                                                                                                                                                                                                                                                                                        1.8
                                                                                                                                        2.60




                                                                                                                                                                                                                                              .92                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING DIA 225




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Drain
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED TRIPLEX
                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .65                                                                                                                     STORMWATER PIPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ew
                                                                                                                                                           9
                                                                                                                                                            2.0                        0
                                                                                                                                                                                           2.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     11 ROBERT STREET,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.56 1.54
                                                                                                                                                                                                                                                                                                                                                                                                                                                                .73




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.33
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.55                                                                   1.45
                                                                                                                                                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                                                                                                         7                                                                                   1.7
                                         S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1




                                                                                                                                                                                                                                                                                                        BINS




                                                                                                                                                                                                                                                                                                                                                                                                                                                 BINS
                                                                                                                                                                                                                                                                                                                                             1.7
                                                                                                                                           2.00




                                                                                                                                                                                                                                                                                                1
                                                                                                                                                                                                 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.45
                                                                                                                                                                                                                                                                                                 1.9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ew 1.56
                                                                                                                                                                                    2.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOOSAVILLE
                                                                                                                                                                                                                                     1                                                                                                                                                                                                                                                                                                                                                3
                                                                                                                                                                                                             7                        1.9                                                           7                                                                                                                                                                                                                                                                             1.6                                    1.57
                                                                                                                                                                                                              1.9                                     1.9
                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                                1.8                                                                                                                                                                                 1.72
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.71
                            6.69
                            8.16




                                                                                                                                                                                                                                                                                                                                                                                                          7                                                                                                      1.67
                                                                                                                                                                                                                                                                                                                                                                                                           1.7
                                                                                                                                        2.60




                                                                                                                                                                                                                                                                                                                                                                                                                    1.75




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