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Appendix C - Stormwater Management Plan

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                                                                                                                                                                                                                                                                                                                                                                              LEGEND

                                                                                                                                                                                                                                                                                                                                                                                 APPROX. EXISTING PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                         0m
                                                                                                                                                                                                                                                                                                                                                                       .2
                                                                                                                                                                                                                                                                                                                                                                                 LEVEL (AHD)




                                                                                                                                                                                                                                                                                                                                                                     93
                                                                                                                                                                                                                                                                                                                                                                      SW         EXISTING SW PIPE

                                                                                                                                                                                                                                                                                                                                                                      SW         NEW SW PIPE
                                                                                                                                                                                                                                            SPACES TO BE LINEMARKED IN
                                                                                                                                                                                                                                            ACCORDANCE WITH THE MANUAL OF                                                                                                                                    SW
                                                                                                               EXISTING ADJACENT                                                                                                                                                                                                                                                 EXISTING SW PIT
                                                                                                                                                                                                                                            UNIFORM TRAFFIC CONTROL DEVICES
                              APPROXIMATE LOCATION OF OBSERVED
                              PAVEMENT DETERIORATION IN ADJACENT
                                                                                                               DRIVEWAY TO REMAIN AS IS                                                                                                     (MUTCD) AND IN ACCORDANCE WITH                              PROVIDE CONCRETE SPOON DRAIN TO                                                             SW
                              LOT. RECOMMENDED REMEDIATION BY                                                                                                                                                                               AS2890.                                                     CONVEY RUN-OFF FROM SHED OUTLET                                          NEW SW PIT
                                                                                                                                                                                                                                                                                                        TO SW PIT                                                                       SW
                              HEAVY PATCHING AS PART OF ONGOING
                              MAINTENANCE REGIME BY OWNERS
                                                                                                                                                                                                                                                                                                                                                                              SW NEW SW TANK




                                                                                                          5m
                                                                                4m
                                                     m
                   5m




                                                                                                         .6
                                                    0




                                                                               .1
                                                 .6




                                                                                                         92
                                                                                                                                                                                                                                                                                                                                                               SW
                 .3




                                                                             93
                                                93
                94




                                                                                                                                                                                                                                                                                                                                                                                 NEW SW TRENCH DRAIN
                                                                                                                                                                                                                                                                                SPACES TO BE LINEMARKED IN                                            SW
                                                                                                                                                                                                                                                                                ACCORDANCE WITH THE MANUAL OF




                                                                                                                                                                                                                                                           2m
                                                                                                                                                                                                                                                   4m
                                                                                                                                                            2.6m




                                                                                                                                                                                              6m




                                                                                                                                                                                                                                                        .7
                                                                                                                                                                                                                                                   .7
                                                                                                                                                                                                                                                                                UNIFORM TRAFFIC CONTROL DEVICES
                                                                                                                                                                                                                                                                                                                                                SW                               CONCRETE SPOON DRAIN
                   1m




                                                                                                                                                 8m




                                                                                                                                                                                                                                                        91
                                                                                                                                                                                                                                                 91
                                                                                                                                                                                             .0
                                                                                                                   9m
                  .3




                                                                                                                                                                                                                                                                                (MUTCD) AND IN ACCORDANCE WITH




                                                                                                                                                                                             92
                                                                                                                                                .3
                94




                                                                                                                .5




                                                                                                                                                92
                                                                                                                                                                                                                                                                                AS2890.
                                                                                                                                                                                                                                                                                                                                           SW




                                                                                                               92
                   9m
                  .2
                94




                                                                                                                                                                                                                                                                                                                              2.5
                                                                                                                                                                                                                                                                                                                                  %   SW

                                                                                                                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                                                                                                          E @
                                                                                                                                                                                                                                                                                                                     PIPW


                                                                                                                                                                                                                                                                                                                                                9
                                                                                                                                                                                                                                                                                                                      S




                                                                                                                                                           5.4m
                                                                                                                                                                                                                                                                                                                 C
                                                                                                                                                                                                                                                                                                              PV
                                                                                                                                                                                                                                                                                                         mm




                                                                 0m
                                                 1m


                                                                                                                                                                                                                                                                                                     250



                                                                .2
                     4m




                                                                                                                                                                                                                                                                                                   GØ   SW
                                                .5




                                                                93
                                               93




                                                                                                                                                                                                                                                                                                IN
                  .2




                                                                                                                                                                                                                                                                                             IST
                 94




                                                                                                                                                                                                                                                                                         EX




                                                                           m
                                                                                                                                                                                                                                                                                        SW


                                                                          5
                                                                       .0
                                                                      93
                                                                                                                                                                                                                                                                              SW
                                                                                                                                                                                                                                                                           SL: 91.63m




                                                                                                                                                                                                                                                                  3m
                                                                                                                                                                                                                                                                           IL: 90.83m
94




                                                                                                                                                                                                                                                                .6
                                                                                                                                                                                                                                                             91
                                                                                                                                                                                                                         6m
                             FULL EXTENT OF EXISTING DRIVEWAY




                                                                                                                                                                                                                      .8
                                                                                                                                                                                                                     92
                                                                                                                                                                             1m
                             & CROSSOVER TO BE RETAINED




                                                                                                               2m




                                                                                                                                                                                                                                                                SW
                                                                                                                                                                            .2
                                                                                                               .5




                                                                                                                                                                            92
                                                                                                              92
                                                                         8m
                                                                      .7
                                                                     92




                                                                                                                                                                                                                                                           SW
94




                                                                                                                                                                                                                                                      SW
                              PROVIDE PEDESTRIAN LINE
                              MARKINGS TO DENOTE WALKWAY                                                                                                                                                      92                                                                        PWD AND SHARED SPACE WITH




                                                                                                                                                                                                                                                 SW
                                                                                                                                                                                                                                                                                        BOLLARD TO BE PROVIDED IN
                                                                                                                                                                                                                                                                                        ACCORDANCE WITH AS 2890.6




                                                                                                                                                                                                                                                             0m
                                                                                                                                                                                                      9m




                                                                                                                                                                                                                                                             .8
                                                                                                                                                                                                                                  SW




                                                                                                                                                                  3m
                                                                                                                                                                                                                     SW




                                                                                                                                                                                                                                                           91
                                                                                                                                                                                                     .0
                                                                                                                                                                                             SW          SW
 94




                                                                                                                                                                                        SW
                                                                                              0m




                                                                                                                                                                                                    92
                                                                                                                                                             .3
                                                                                                                                                      SW               SW         SW




                                                                                                                                                           92
                                                                                                                                          SW
                                                                                              .6




                                                                                                                   SW         SW
                                                                                          92




                                                                                                   SW




                                                                                                                                                                                                                                              SW
                             RECOMMEND TREATMENT OF CRACK
                             SEALING BE CARRIED OUT WITHIN PARKING
                                                                           7m
                                                                        .7




                             AREA AS PART OF ONGOING MAINTENANCE
                                                                       92




                             REGIME BY OWNERS TO EXTEND PAVEMENT
                             LIFE

                                                                                                                                                                                       UP
                                                                                                                                                                                                                                       SW



                                                                                                                                                                            92   9
                                                                                                                                                                                                                             SW
                                                                                                                                                                                   2
          94




                                                                                                                                                                                                                                                                       PROPOSED SW. REFER TO SHEET 040

                                                                                                                                                                                                                SW

                                                                                                                                                                                                                                                                     92
                                                                                         0m
                                                                                         .6
                                                                                     92
                                                                              9m
                                                                           .6
                                                                        92




                                                                                                                                                                                                                  2




                                                                                                                                                                                                                                                                                                             92
                                                                                                                                                                                                                9


                                                                                                                              CLIENT DETAILS:                                                PROJECT ADDRESS:                                                          APPROVED BY:                                  PROJECT NAME:

                                                                                                                                                                                                                                                                                                                     POMONA SMOKEHOUSE
                                                                                                                                          BEAU & ARROW PTY LTD                                                                                                                                                       TITLE:                                STATUS:

                                                                                                                                                                                                                                                                                                                     ROADS LAYOUT PLAN                     PRELIMINARY NOT FOR
      © ABN 89 647 469 707
                                                                                                                                                                                                  14-16 RESERVE STREET, POMONA                                                 BENJAMIN PARRY                                                              CONSTRUCTION
         37 MARY ST
                                                                                                                                                                                                                                                                                 RPEQ: 28084
     NOOSAVILLE, QLD 4566
                                         1    21/10/2022 RFI ISSUE                                 BP                   BP    SCALE:                                                                                                                                             CPEng NER
        +61 7 5211 1003                 REV    DATE                  DESCRIPTION                   DWN        CHK       APP
                                                                                                                                                     AS INDICATED                                                                                                               DATE: 21/10/2022
                                                                                                                                                                                                                                                                                                                     DRAWING NUMBER:                       PROJECT NUMBER:                           SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                                                      SIZE:
     RECORCONSULTING.COM                                                     REVISIONS
                                                                                                                                                DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                     001                                   20220213                                  A1 1
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